Figure 1 - Site Location Map Stormwater Diversion Project and Associated Projects

Transcription

1 ^_ Rockingham aswell Service Layer redits: OpenStreetMap (and) contributors, - 4 Miles sh Ponds Station oundary ounty oundary igure - Site Location Map Stormwater Diversion Project and ssociated Projects Dan River Steam Station Rockingham ounty, N NOTE: THIS IGURE IS OR REERENE ONLY. PROJET NO: IGURE NO: P:\Energy\Projects\Duke\6\ Dan River Stormwater Diversion and Individual Permit pplication\individul PERMIT PPLITION\GIS\igure.mxd, User: jason.hightower; Date: /8/7 8:4: M

2 sh ill sh ill Secondary sh asin Primary sh asin Service Layer redits: Source: Esri, DigitalGlobe, GeoEye, 6, eet sh Ponds DR Project rea Station oundary DR 4 Project rea Stormwater Diversion Project rea 6 Inch Pipe losure Project (USE ID : SW-4-477) 48 inch Pipe losure Project (USE ID : SW-5-67) igure - Site erial Map Stormwater Diversion Project and ssociated Projects Dan River Steam Station Rockingham ounty, N NOTE: THIS IGURE IS OR REERENE ONLY. P:\Energy\Projects\Duke\6\ Dan River Stormwater Diversion and Individual Permit pplication\individul PERMIT PPLITION\GIS\igure.mxd, User: jason.hightower; Date: 4/6/7 ::5 PM PROJET NO: IGURE NO:

3 m SvD W y Sv Sw Sv SvD Sv SvD Sv SvD Sv Ur Sw Soil Type y Map Unit Symbol W m y Ud yersville m gravelly loam, 4 to 5 percent slopes yersville gravelly loam, 5 to 45 percent slopes y y y sh ill m lover sandy loam, to 8 percent slopes y lover sandy loam, 8 to 5 percent slopes p m Da m Dan River loam, to percent slopes, frequently flooded Da sh ill Ur Pinkston fine sandy loam, 5 to 45 percent slopes Stoneville loam, to 8 percent slopes Pn Sv Sv y y Secondary sh Wasin W Stoneville loam, 8 to 5 percent slopes SvD y s Stoneville-Urban land complex, to percent slopes Sw Udorthents, loamy mud Ud Primary sh asin m Water W Da Da Pn W p Pn s m Service Layer redits: Source: Esri, DigitalGlobe, GeoEye, m Station oundary sh Ponds Soils Pn 48 inch Pipe losure Project 6 Inch Pipe losure Project Stormwater Diversion Project rea Da DR 4 Project rea DR Project rea Pn igure 5 - NRS Soils Map Stormwater Diversion Project and ssociated Projects Dan River Steam Station Rockingham ounty, N Hb Pn Pn 6, eet re rd NOTE: THIS IGURE IS OR REERENE ONLY. P:\Energy\Projects\Duke\6\ Dan River Stormwater Diversion and Individual Permit pplication\individul PERMIT PPLITION\GIS\igure5.mxd, User: jason.hightower; Date: 4//7 ::4 PM PROJET NO: IGURE NO: 5

4 5 K 7 N M J 6 G sh ill E sh ill D Dredge asin Q Secondary sh asin H P O 4 I 5 Primary sh asin L 6, eet Station oundary sh Ponds 48-Inch Pipe losure Project 6-Inch Pipe losure Project Streams Wetlands Ponds Stormwater Diversion Project rea DR 4 Project rea DR Project rea igure 6a - Jurisdictional Waters Map Stormwater Diversion Project and ssociated Projects Dan River Steam Station Rockingham ounty, N NOTE: THIS IGURE IS OR REERENE ONLY. PROJET NO: IGURE NO: 6a P:\Energy\Projects\Duke\6\ Dan River Stormwater Diversion and Individual Permit pplication\individul PERMIT PPLITION\GIS\igure6.mxd, User: jason.hightower; Date: 4/6/7 :4: PM

5 N LEGEND 7 EXISTING MJOR ONTOUR (') [RE., ] EXISTING MINOR ONTOUR (') [RE., ] 7 PROPOSED MJOR ONTOUR (') PROPOSED MINOR ONTOUR (') OMPOSITE LIMITS O DISTURNE (SEE NOTE ) LNDILL RE (UNDER SEPRTE ONTRT) DREDGE RE STORMWTER DIVERSION RE STORGE TNK ND PPURTENNT ILITIES ORROW RE (UNDER SEPRTE ONTRT) ORE MIN STORMWTER DIVERSION PIPE LINE STORMWTER DIVERSION PIPE LINE 5-YER, 4 HOUR RUNO INUNDTION ELEVTION = 548.5' STORMWTER DIVERSION PIPE LINE STORMWTER DIVERSION PIPE LINE 4 STORMWTER DIVERSION PIPE LINE 5 EXISTING PROPERTY OUNDRY EXISTING -YER LOODPLIN EXISTING STREM D EXISTING WETLND EXISTING SNITRY SEWER ORE MIN EXISTING GRVITY SNITRY SEWER PIPE EXISTING SNITRY SEWER MNHOLE EXISTING NTURL GS PIPELINE EXISTING NTURL GS PIPELINE (NOT SURVEYED) EXISTING OVERHED ELETRI UTILITY EXISTING UTILITY ESEMENT EXISTING ENE EXISTING PIPES 5-YER, 4 HOUR RUNO INUNDTION ELEVTION = 55.6' E EXISTING VEGETTION OUNDRY UPLND LOW RE (U) EXISTING RIPRP INUNDTION OUNDRY (SEE NOTE ) LINE - U TO SW- (PUMP ROUND) NOTES:. OMPOSITE LIMITS O DISTURNE INLUDES INITIL SUMITTL, PPROVED DDEND THROUGH 6.. INUNDTION OUNDRY RELETS WTER SURE ELEVTION DUE TO RUNO ROM THE 5-YER, 4-HOUR DESIGN STORM. LINE - WS TO ONTT WTER TNK Environment & Infrastructure LINE 5 - S TO ONTT WTER TNK 8 YORKMONT ROD SUITE HRLOTTE, N 88 TEL: (74) X: (74) LIENSURE: N ENG: -5 N GEOLOGY: -47 WTER STORGE RE (WS ) 5-YER, 4 HOUR RUNO INUNDTION ELEVTION = 5.7' TITLE NOT OR ONSTRUTION.. EXISTING TOPOGRPHI INORMTION WS PRODUED ROM PHOTOGRMMETRI METHODS ROM ERIL PHOTOGRPHY OTINED ON ERURY 7, 4 Y LDSI, IN. EXISTING TOPOGRPHI INORMTION WS PRODUED ROM LIGHT DETETION ND RNGING (LIDR) OTINED ROM NDOT WESITE ON UGUST 7, 5. ST ISSUE # INHES DTE TENTHS DESIGN REV 4 5 DTE JO NO. PROJET TYPE 6 DES DTR HKD ENGR DESRIPTION 7 OE igure 5 8 DN RIVER STEM STTION INDIVIDUL PERMIT PPLITION OR ISSUED OR PERMITTING - NOT RELESED OR ONSTRUTION SEL REERENES PREERRED PUMP LTERNTIVE (4 GPM) SLE: S SHOWN DES: SJ DWG TYPE: DWG DTR: SJ JO NO: HKD: HR DTE: 4/4/7 ENGR: HR PPD: HR ILENME: PUMP ROUND LTERNTIVE.dwg DWG SIZE DRWING NO. REVISION NSI D "x4" 9

6 N 5-YER, 4 HOUR RUNO INUNDTION ELEVTION = 548.5' LEGEND OMPOSITE LIMITS O DISTURNE (SEE NOTE ) LNDILL RE D DREDGE RE STORMWTER DIVERSION RE STORGE TNK ND PPURTENNT ILITIES ORROW RE (UNDER SEPRTE ONTRT) ONTT WTER PUMPED LOW PIPE LINES STORMWTER DIVERSION PIPE LINE INUNDTION OUNDRY (SEE NOTE ) EXISTING WETLND EXISTING STREM ROSS SETION 5-YER, 4 HOUR RUNO INUNDTION ELEVTION = 55.6' E NOTES:. OMPOSITE LIMITS O DISTURNE INLUDES INITIL SUMITTL, PPROVED DDEND THROUGH 6.. INUNDTION OUNDRY RELETS WTER SURE ELEVTION DUE TO RUNO ROM THE 5-YER, 4-HOUR DESIGN STORM. Environment & Infrastructure 8 YORKMONT ROD SUITE HRLOTTE, N 88 TEL: (74) X: (74) LIENSURE: N ENG: -5 N GEOLOGY: YER, 4 HOUR RUNO INUNDTION ELEVTION = 5.7' TITLE PUMP ROUND - STORM WTER DIVERSION PLN VIEW INDIVIDUL PERMIT PPLITION OR ISSUED OR PERMITTING - NOT RELESED OR ONSTRUTION SEL NOT OR ONSTRUTION REERENES.. EXISTING TOPOGRPHI INORMTION WS PRODUED ROM PHOTOGRMMETRI METHODS ROM ERIL PHOTOGRPHY OTINED ON ERURY 7, 4 Y LDSI, IN. EXISTING TOPOGRPHI INORMTION WS PRODUED ROM LIGHT DETETION ND RNGING (LIDR) OTINED ROM NDOT WESITE ON UGUST 7, 5. ST ISSUE # INHES DTE TENTHS DESIGN REV 4 5 DTE JO NO. PROJET TYPE 6 DES DTR HKD ENGR DESRIPTION 7 OE igure 6 8 DN RIVER STEM STTION SLE: S SHOWN DES: SJ DWG TYPE: DWG DTR: SJ JO NO: HKD: HR DTE: 4/4/7 ENGR: HR PPD: HR ILENME: PUMP ROUND LTERNTIVE.dwg DWG SIZE DRWING NO. REVISION NSI D "x4" 9

7 WETLND EXTENTS -' STREM SETION -' -' WETLND EXTENTS YER, 4-HOUR WTER ELEVTION = 548.5' D STREM SETION -' E Environment & Infrastructure 8 YORKMONT ROD SUITE HRLOTTE, N 88 TEL: (74) X: (74) LIENSURE: N ENG: -5 N GEOLOGY: -47 TITLE OR ROSS SETIONS DN RIVER STEM STTION INDIVIDUL PERMIT PPLITION ISSUED OR PERMITTING - NOT RELESED OR ONSTRUTION SEL SLE: S SHOWN DES: SJ DWG TYPE: DWG DTR: SJ NOT OR ONSTRUTION ILENME: DWG SIZE ROSS SETIONS.dwg JO NO: DTE: DRWING NO /8/7 HKD: HR ENGR: HR PPD: HR REVISION ST ISSUE # DTE DESIGN REV DTE JO NO. PROJET TYPE DES DTR HKD ENGR DESRIPTION NSI D "x4" INHES TENTHS

8 ' WETLND EXTENT WETLND EXTENT YER, 4-HOUR WTER SURE ELEVTION =.9' SETION -' D-D' WETLND EXTENT WETLND EXTENT D 54 5-YER, 4-HOUR WTER SURE ELEVTION = 55.6' SETION D-D' E Environment & Infrastructure 8 YORKMONT ROD SUITE HRLOTTE, N 88 TEL: (74) X: (74) LIENSURE: N ENG: -5 N GEOLOGY: -47 TITLE OR ROSS SETIONS DN RIVER STEM STTION INDIVIDUL PERMIT PPLITION ISSUED OR PERMITTING - NOT RELESED OR ONSTRUTION SEL SLE: S SHOWN DES: SJ DWG TYPE: DWG DTR: SJ NOT OR ONSTRUTION ILENME: DWG SIZE ROSS SETIONS.dwg JO NO: DTE: DRWING NO /8/7 HKD: HR ENGR: HR PPD: HR REVISION ST ISSUE # DTE DESIGN REV DTE JO NO. PROJET TYPE DES DTR HKD ENGR DESRIPTION NSI D "x4" INHES TENTHS

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