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Home My WebLink AboutWoodhall Primary Plat 12-05-07OPERATING AUTHORITIES NO SCALE PROJECT LOCATION VICINITY MAP NO SCALE LOCATION MAP SHEET INDEX SHEET NO DESCRIPTION 1 TITLE SHEET 2 PRIMARY PLAT 3 CERTIFIED BY: DATE: PLANS PREPARED BY: CONTACT: LANCE G. FERRELL PROJECT LOCATION W 116th St Ditch Rd I- 465 N Meridian St Towne Rd W 106th St Shelborne Rd W 86th St Spring Mill Rd Ditch Rd W 106th St Estancia Way Winterwood Juniper Ln Crooked Stick Ln Asherwood Ln Summer Lakes Dr "PRIMARY PLAT" Towne Rd I- 465 LINE STREET NAME STREET LENGTH STREET NAME CHART DESCRIPTION REVISED ENTRANCE REVISED PER TAC COMMENT LETTERS REVISIONS NUMBER 11-16-07 12-05-07 DATE PRELIMINARY EROSION CONTROL PLAN 106th Street 25 MPH DESIGN SPEED DEVELOPER & PROPERTY OWNER JB COHEN 210 EAST 91st STREET, SUITE A INDIANAPOLIS, INDIANA 46240 PHONE: 317-844-4467 FAX: 317-844-4527 CONTACT: JEFFREY B. COHEN DATE OF SUBMISSION: ____________ REVISED: ____________________ SOURCE OF TITLE: ____________________ 863 864 864 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 867 867 867 867 867 867 867 867 867 867 867 867 867 867 867 867 868 868 868 868 868 868 868 868 868 868 868 868 868 869 869 869 869 869 869 869 869 869 863 864 864 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 866 867 867 867 867 867 867 867 867 867 867 867 867 867 867 867 867 868 868 868 868 868 868 868 868 868 868 868 868 868 869 869 869 869 869 869 869 869 869 869 869 869 869 869 871 871 871 871 872 872 872 0 50’ 100’ TS ECB RR PS "IT’S THE LAW" "DIG SAFELY" Ô Ô Stabilization Practice Ô Ô Jan. Ô Feb. Ô Mar. Ô Apr. Ô May Ô Jun. Ô Jul. Ô Aug. Ô Sep. Oct. Nov. Dec. Ô Permanent Seeding Ô Ô Ô Ô Ô Ô Ô Ô Ô Ô Ô Ô Ô Ô Dormant Seeding Ô Ô Temporary Seeding Sodding Mulching Ô Ô Ô Ô Ô Ô C = Spring Oats 100 lbs./acre Ô D = Wheat or Rye 150 lbs./acre. Ô E = Annual Ryegrass 40 lbs/acre. (1 lb./1000 sq. ft.) Ô F = Sod G Ô = Straw Mulch 2 tons/acre. Ô */I/* Irrigation needed during June, July, and/or September. Ô ** Irrigation needed for 2 to 3 weeks after applying sod. Ô A */////I/////* */I/ B B C E */////I///* D F** */////I///* G A = Kentucky Bluegrass 40 lbs/acre; or 40 lbs. tall Fescue; plus 2 tons straw B = Kentucky Bluegrass 60 lbs/acre; or 40 lbs. tall Fescue; plus 2 tons straw mulch/acre or add Annual Ryegrass 20 lbs/acre. mulch/acre or add Annual Ryegrass 30 lbs/acre. Lime and fertilize to site specific soils tests or apply fertilizer at a rate of 1000 lbs. per acre or 12-12-12 or equivalent. All swales shall be seeded with 2 lbs. Adelphi bluegrass and 2 lbs. Perennial Derby rye, or equivalent per 1000 square feet. mulch with one bale of straw per 1000 square feet. Fertilize with 5 lbs. of 20-5-5 per 1000 square feet. NO SCALE SEEDING CHART MAINTENANCE *Inspect periodically, especially after storm events, until the stand is successfully established. (Characteristics of a successful stand include: vigorous dark green or bluish-green seedlings; uni- form density with nurse plants, legumes, and grasses well inter-mixed; green leaves; and the per- ennials remaining green throughout the summer, at least at the plant base.) *Plan to add fertilizer the following growing season according to soil test recommendations. *Repair damaged, bare, or sparse areas by filling any gullies, re-fertilizing, over- or re-seeding, and mulching. *If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condi- tion, and mulching; then repair the affected area either by over-seeding or by re-seeding and mulching after re-preparing the seedbed. *If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency prob- lems. (Contact your SWCD or Cooperative Extension office for assistance.) *If additional fertilization is needed to get a satisfactory stand, do so according th soil test recom- mendations. Pre-construction Delineate important vegetation, Maintain/ Re-install markings septic absorption fields to preserve, undisturbed. Establishing Access Install temporary gravel Clean entrance/street as construction entrance. Install necessary. Inspect weekly sediment traps and barriers as and following each runoff condition and needed maintenance. Maintain as necessary. shown in the details. event to review operating Runoff Control and Install measures as shown on Inspect following each runoff Conveyance the plans. Stabilize stream- event to review operating banks, as necessary. condition and needed maintenance. Maintain as necessary. natural or unique areas, and destroyed or removed. Land Clearing and Clear only areas necessary for Inspect mulching, seeding and Grading construction. Apply temporary other measures on a regular or permanent stabilization basis. Repair or replace as measures when work is completed necessary. Apply nutrients to or substantially delayed. areas where need is evident, as vegetation becomes established. Building Construction Install necessary sediment Inspect weekly and after each barriers and temporary runoff event. Repair and construction entrance. replace as necessary. Stabilize all disturbed areas including soil stockpiles. Seed and mulch within 3 days of completion of grading. CONSTRUCTION PHASE SEDIMENT AND EROSION MAINTENANCE SCHEDULE CONSTRUCTION SEQUENCE AND MAINTENANCE SCHEDULE Riprap shall have a D50, by weight, of 7 inches. It shall be angular or sub-angular in shape and place to a minimum thickness of 15 inches, unless otherwise specified. Protect trees during construction. Do not fill over roots. Contact developer/engineer before cutting any trees over 6 inches in diameter. Erosion control blanket shall be North American Green S150 or equivalent. Refer to the Indiana Handbook for Erosion Control in Developing Areas and the Urban Development Planning Guide for additional information, construction specifications and maintenance recommendations. The Hendricks County Soil and Water Conservation District and Natural Resources Conservation Service, in Noblesville, can be contacted at (317)773-2181. SOIL EROSION AND SEDIMENT CONTROL SPECIFICATIONS LEGEND DISTURBANCE OF EARTH WILL ONLY BE IN THE FRONT, REAR YARD SWALES, LAKES AND WHERE UTILITIES ARE TO BE CONSTRUCTED. PADS FOR THE LOTS WILL NOT BE CONSTRUCTED. TS TS TS TS TS TS TS TS TS ECB ECB ECB ECB ECB ECB RR RR RR RR SILT FENCE CURB INLET PROTECTION EROSION CONTROL BLANKET TEMPORARY SEEDING WITH MULCH PERMANENT SEEDING WITH MULCH SILT FENCE AT INLET PROTECTION RIP-RAP PS PS PS PS PS PS PS PS PS PS S F PS Sheet No: Project No: of Designed: Drawn: Sym. Revisions Date Checked: Scale: Date: 07-20-07 1"=50’ BAW LGF Ô 07093 3 3 Ô EROSION CONTROL PLAN WOODHALL LANE CLAY TOWNSHIP CARMEL, INDIANA RR PS PS REVISED PER TAC COMMENTS 12-05-07 S F 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 870 870 870 870 870 870 870 870 870 870 870 1 3 4 5 6 7 8 9 2 COMMON AREA "C" COMMON AREA "A" COMMON AREA "D" COMMON AREA "B" COMMON AREA "E" COMMON AREA "E" LAKE LAKE CrA CrA MmB2 MmB2 Br Sh Br CrA Br 869 869 869 869 871 871 872 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 865 870 870 870 870 870 870 870 870 870 870 870 870 1 3 4 5 6 7 8 9 NORMAL POOL = 862.5 NORMAL POOL = 863.0 30’ B.L. 30’ B.L. 30’ B.L. 30’ B.L. 2 125.00’ 125.00’ 124.35’ 135.00’ 135.00’ 128.42’ 138.00’ 151.70’ 125.00’ 125.00’ 125.00’ 137.98’ 137.95’ 137.92’ 214.09’ 218.68’ 433.92’ 61.40’ 125.00’ 125.00’ 125.00’ 125.00’ 97.55’ 293.27’ 50.00’ 50.00’ 27,994sf 16,875sf 17,130sf 16,814sf 19,043sf 17,249sf 17,245sf 17,242sf 21,668sf 25’ D & UE 25’ D & UE 25’ D & UE 25’ D & UE S 00%%d26’45" E 1335.17’ N 00%%d 25’ 56" W 667.62’ N 88%%d 52’ 10" E 90.01’ N 00%%d25’56" W 667.61’ N 88%%d 52’ 28" E 332.77’ COMMON AREA "C" 92,846sf COMMON AREA "A" COMMON AREA "D" 48,625sf COMMON AREA "B" 28.48’ 25’ TREE PRESERVATION EASEMENT INGRESS / EGRESS, S.S., D. & U.E. INGRESS / EGRESS, S.S., D. & U.E. COMMON AREA "E" COMMON AREA "E" LAKE LAKE S 88 %%d 51’ 52" W 423.08’ 68.38’ 135.32’ (120.00’) (125.00’) (125.00’) (125.00’) (218.53’) (126.89’) (125.00’) (126.71’) (254.51’) (mfpg - 867.8) (mfpg - 867.8) (mfpg - 867.8) (mfpg - 867.8) (mfpg - 867.8) (mfpg - 866.5) (mfpg - 867.8) (mfpg - 867.8) (mfpg - 867.8) 10.24’ 76.25’ 169.66’ 57.56’ 5.00’ 175.61’ 84.86’ 47.12’ 47.16’ 47.12’ 68.40’ 40.51’ 21,795sf 83,963sf 56.97’ 65.12’ 86.76’ 17.54’ 108.48’ 14.78’ 26.58’ 166.46’ 37.05’ 108.48’ 17.54’ 96.63’ 2 8.49’ 52.98’ 31.58’ 82.82’ 30.49’ 102.09’ 40.51’ 143.66’ 30.12’ 82.45’ 26.68’ 107.81’ 55.25’ 14.78’ 51.83’ 5’ N.A.E. 5’ N.A.E. TREE PRESERVATION AREA 0 50’ 100’ GENERAL NOTES SITE CONSTRUCTION SEQUENCE PRIVATE STREET STATEMENT JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE INGRESS/EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS/EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHERE A MAJORITY OF LOT OWNERS SERVED BY A PRIVATE STREET ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANA AGAINST ANY SUCH LOT AND THE OWNER THEREOF AND RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEY’S FEES. THE PRIVATE EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE STREET EASEMENTS SHALL BE A UTILITY EASEMENT. A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALL AND CONNECT ALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. EXISTING PROPOSED LEGEND S T FLOODPLAIN NOTE CURVE DATA CONC. WALK CONC. WALK SLOPE 14 " PER FOOT MIN. SLOPE 14 " PER FOOT MIN. 2’ ROLL CURB 2’ ROLL CURB C L & PROFILE GRADE 1 4 " / FT. 12 " / FT. (TYP.) 14 " / FT. 12 " / FT. (TYP.) NO SCALE SUB-SURFACE DRAIN PER CITY OF CARMEL SPECIFICATIONS BOTH SIDES OF ROAD. LOCAL STREET PAVEMENT SECTION LAND DESCRIPTION 1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE. 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. 3. PRIVATE STREET TO BE 30’ IN WIDTH AND HAVE A 50’ INGRESS EGRESS EASEMENT. 4. ALL LOTS TO 10’ SIDEYARD SETBACK AND 20’ REAR YARD SETBACK. 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE W/ A BATTERY BACKUP. 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY LOCATE HYDRANTS DURING AN EMERGENCY. TYPICAL STREET SECTION "IT’S THE LAW" "DIG SAFELY" 106th STREET @ ENTRANCE PAVEMENT SECTION 1’-8" MIN 30’ 50’ THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD INSURANCE RATE MAP NUMBER 18057C0215F, DATED JANUARY 5, 2001. Part of the East Half of the Northeast Quarter of the Northwest Quarter of Section 9, Township 17 North, Range 3 East Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest corner of the Northwest Quarter of Section 9, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana; thence North 88 degrees 52 minutes 28 seconds East (assumed bearing) 13301.05 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING of this description, said point being the Northeast corner of the Northwest Quarter of said Northwest Quarter; thence South 00 degrees 26 minutes 45 seconds East 1335.17 feet on and along the East line of the Northwest Quarter of said Northwest Quarter to the Southeast corner of the Northwest Quarter of said Northwest Quarter; thence South 88 degrees 51 minutes 52 seconds West 423.08 feet on and along the South line of the Northwest Quarter of said Northwest Quarter; thence North 00 degrees 25 minutes 56 seconds West a distance of 667.62 feet to a point on the North line of the South Half of the Northwest Quarter of the said Northwest Quarter; thence North 88 degrees 52 minutes 10 seconds East on and along the North line of the South Half of the Northwest Quarter of the said Northwest Quarter a distance of 90.01 feet to the Southwest corner of the East Half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 00 degrees 25 minutes 56 seconds west 667.61 on and along the West line of the East half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 88 degrees 52 minutes 28 seconds East a distance of 332.77 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING, containing 11.58 acres more or less and subject to all rights of ways and easements of record. WATERSHED NOTE SECTION 2 INST. # 9243002 ZONING S-1 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 ZONING S-1 INST.# 9909909362 ZONING S-1 INST. #200400067782 ZONING S-1 INST.# 200300110359 LANDSCAPE ISLAND PRIVATE STREET PRIVATE STREET 12" RCP 15" RCP 15" RCP 18" RCP 18" RCP 18" RCP 24" RCP 12" RCP 12" RCP NE COR NW/4 NW/4 SEC 9-T17N-R3E EAST LINE NW/4 NW/4 SEC 9-T17N-R3E SE COR NW/4 NW/4 SEC 9-T17N-R3E WEST LINE E/2 NE/4 NW/4 NW/4 SEC 9-T17N-R3E EXISTING ZONING - S1 EXISTING 22’ PVT.+- APPARENT 15’ 1 / 2 R/W CURVE NO. RADIUS LENGTH CHORD DELTA C1 C2 C3 C4 C5 PROPOSED 50’ R/W OFFSITE DRAINAGE EASEMENT EXISTING STORM PIPE 1300’ +- EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION 100’ SOUTH LINE NW/4 NW/4 SEC 9-T17N-R3E WOODHALL LANE 50’ INGREES / EGRESS EASEMENT 25’ 25’ 10’ 2’ 13’ 13’ 2’ 10’ 1’ 5’ 4’ 4’ 5’ ’1 EASEMENT EASEMENT H.A. SURFACE H.A. BINDER STONE BASE 6" (MIN.) COMPACTED OR UNDISTURBED SOIL H.A. SURFACE H.A. BINDER STONE BASE 6" (MIN.) COMPACTED OR UNDISTURBED SOIL NO SCALE NO SCALE 14" 5" 1" 9" 3" 1" 12" RCP FORCE MAIN AIR RELEASE VALVE PROPOSED 10’ ASPHALT PATH APPARENT 15’ 1 / 2 R/W (mfpg - 867.8) LANDSCAPE ISLAND C6 PROPOSED 5’ ASPHALT PATH 100.00’ 150.00’ 150.00’ 150.00’ 150.00’ 150.00’ 21.45’ 130.18’ 130.18’ 63.13’ 123.58’ 58.63’ 21.45’ 126.13’ 126.13’ 62.67’ 120.11’ 58.26’ 12%%d18’44" 49%%d43’30" 49%%d43’30" 24%%d06’54" 47%%d12’08" 22%%d23’41" C1 C2 C3 C4 C5 C6 R 30’ R 50’ R 60’ R 5’ 12" RCP 15" RCP STORM SEWER SANITARY SEWER WATER LINE FENCE LINE OVERHEAD UTILITIES TELEPHONE LINE FORCE MAIN STORM MANHOLE STORM INLETS SANITARY MANHOLES UTILITY POLES TREE TREE LINE Sheet No: Project No: of Designed: Drawn: Sym. Revisions Date Checked: Scale: Date: 07-20-07 1"=50’ BAW LGF Ô 07093 2 3 REVISED ENTRANCE 11-16-07 Ô PRIMARY PLAT WOODHALL LANE CLAY TOWNSHIP CARMEL, INDIANA REVISED PER TAC COMMENTS 12-05-07 FITCH & JESSOP REGULATED DRAIN WATERSHED SHED #33 435.64 ACRES WELL RUN WATER SHED 12" RCP R 20’ R 40’ R 52’ 30’ 50’ 100 YR ELEV. = 865.8 BOTTOM ELEV. = 855.0 100 YR ELEV. = 864.5 BOTTOM ELEV. = 854.5 STORM SEWER SANITARY SEWER WATER MAIN FLOWLINE SANITARY MANHOLE STORM MANHOLE STORM INLET FIRE HYDRANT MIN. FLOOD PROTECTION GRADE ADA CROSSWALK PAVEMENT MARKING @ HANDICAP RAMP ADA HANDICAP RAMP CONCRETE MONUMENT NORTH LINE NW/4 SEC 9-T17N-R3E 12" RCP EXISTING ZONING: S 1 "IT’S THE LAW" "DIG SAFELY" SITE MAP SCALE: 1"=120’ GAS VECTREN P.O.Box 1700 Noblesville, Indiana 46060 317-776-5573 Jim Scott ELECTRIC CINERGY / PSI 1441 South Guilford Road Carmel, Indiana 46032 317-776-5347 Rick McClain SANITARY CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 Norrh College Avenue, Suite A Indianapolis, Indiana 46240 Jay W. Alley TELEPHONE SBC 5858 North College Avenue Indianapolis, Indiana 46220 317-972-9700 Jeremy Pendelton STORM HAMILTON COUNTY DRAINAGE BOARD One Hamilton County Square, Suite 188 Noblesville, Indiana 46060 (317) 776-8495 SCHOOL DISTRICT CARMEL / CLAY SCHOOLS 5201 East 131st Street Carmel, Indiana 46033 Ron Farrand FIRE DEPARTMENT CARMEL / CLAY TOWNSHIP FIRE DEPARTMENT Fire Headquarters, Station 41 2 Civic Square Carmel, Indiana 46032 317-571-2600 CABLE TELEVISION BRIGHT HOUSE NETWORKS 516 East Carmel Drive Carmel, Indiana 46032 317-972-9700 STREETS HAMILTON COUNTY HIGHWAY DEPARTMENT 1770 South 10th Street Noblesville, Indiana 46060 317-773-7770 Mike McBride WATER CARMEL CITY UTILITIES 3450 wEST 131st STREET Westfield, Indiana 462074 317-733-2855 Paul Pace LAKE LAKE 1 2 3 4 5 6 7 8 9 COMMON AREA "C" COMMON AREA "A" WOODHALL LANE WOODHALL LANE 1220 LF +- COMMON AREA "B" COMMON AREA "D" COMMON AREA "E" "WOODHALL LANE" WOODHALL LANE / PROJECT NO. 07093 RESIDENTIAL SUBDIVISION CONTAINING 11.6 AC +/- E 1/2 NE 1/4 NW 1/4, SEC. 9-T17N-R3E CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PROJECT ADDRESS: _______ 106th STREET, CARMEL, INDIANA 46032 DOCKET NO. 07100032PP Elliot Creek Elliot Creek Boone Creek Elliot Creek Elliot Creek Williams Creek Elliot Creek Almond Ditch Long Branch Elliot Creek Williams Creek Elliot Creek Elliot Creek Almond Ditch Elliot Creek Williams Creek Almond Ditch Williams Creek Williams Creek Almond Ditch Elliot Creek Will Creek Will Creek Will Creek Clay Creek Long Branch Williams Creek Will Creek Williams Creek Clay Creek Center Creek Ames Run Will Creek Williams Creek Clay Creek Center Creek Williams Creek Will Creek Long Branch Williams Creek Will Creek Clay Creek Center Creek Clay Creek Center Creek Long Branch Williams Creek Clay Creek Williams Creek Spring Mill Run Spring Mill Run Spring Mill Run Spring Mill Run Williams Creek Spring Mill Run Spring Mill Run Spring Mill Run Well Run Spring Mill Run Williams Creek Well Run Well Run Well Run Williams Creek Spring Mill Run Spring Mill Run Williams Creek Spring Mill Run Spring Mill Run Trail Creek Hoover Run Hoover Run Williams Creek Spring Mill Run Spring Mill Run Trail Creek Crooked Creek CLAY TOWNSHIP Williams Creek Williams Creek Delaware Creek Haverstick Creek Williams Creek Williams Creek Williams Creek Payne Branch Williams Creek Williams Creek Williams Creek Delaware Creek Williams Creek Payne Branch Williams Creek Williams Creek Delaware Creek Williams Creek Payne Branch Williams Creek Williams Creek Williams Creek Williams Creek Williams Creek Delaware Creek Delaware Creek Williams Creek Crooked Creek Branch Crooked Creek Branch Payne Branch Delaware Creek Payne Branch Crooked Creek Branch Williams Creek Williams Creek Crooked Creek Branch Crooked Creek Branch Holly Creek Crooked Creek Branch Delaware Creek Williams Creek Clay Creek Williams Creek Spring Mill Run Spring Mill Run Spring Mill Run Spring Mill Run Spring Mill Run Spring Mill Run Spring Mill Run Well Run Spring Mill Run Well Run Well Run Well Run Spring Mill Run Spring Mill Run Spring Mill Run Spring Mill Run Hoover Run Hoover Run Williams Creek Spring Mill Run Spring Mill Run Williams Creek Williams Creek Delaware Creek