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HomeMy WebLinkAboutNCS000303_OTHER_20070208STORIVIINATER-DIVISION-CODING-SHEET-- PERMIT NO. DOC TYPE ❑FINAL PERMIT ❑ MONITORING INFO ❑ APPLICATION ❑ COMPLIANCE OTHER DOC DATE ❑ YYYYMMDD NoiHP Info System http:;/nhpmap.enr.state.ne.us/6map75_main.phtml` 2rp_eo_py=YB grp_eosrc_pt—YKUrp_eo_ r F-.I- Significant Natural Heritage Areas r Managed Areas Roads I✓ Municipalities y Rivers and Lakes (Arcs) — Rivers and Lakes (Polygons) r� Topo Images Aerial Images r a Topo Boundaries r tL` county Boundaries Redraw Map No fepcefe' Powe ` C n Home Main Map Key Ma SR' D52: r Neuse-�RjWF _ J Bg- c� _ -\\.Neuse Rrver Bbach _ raersi}�?fLze F�eer _ 5 Map Size: 600 x a` w►�r!IS 7 Goldsb "ra l Functiot zoo Ne Riker ` _ r Q zoo N` R4r r ( rt 4, alb. C. + Pan ir' Neus_'_' verCrrt-Off • -- b f r Informatic C' Search An ((�;,y Add Recor tP `'s C',. ��., bor t�Siorey Creek �,�' RL Query Datat ' �ti`,... + �4L 7 0 Clear Select 10 Ne` � r ..� _ = River 7r. ' 1 - ! �l ti. •tit � 1 t 4 0.6 1.2 1.8 2.4 mi 5 Data Sources: NC Natural Heritage Program, NCDOT, USGS. NHP data updated on: 07-Feb-08 )ns ■ MapServer . PHP s PostgreSQL a PoStGIS of 1 4 2/8/2007 9:13 AM Sel httpa/nhpmap.enr.state.nc.us/forms/eo/eo_py_co_seIect.phtmI?showOnMap-1 Ksrid=-321 1... Element Occurrence(s) \MPA�kESNIA E,cc-rR►c. Found 4 Element Occurrence(s) EO Last EO State Federal State Global EO Select Gid Scientific Name Nb Common Name Observed Rank Protection Protection Rank Rank Accuracy EO ID Date Status Status Corynorhinus Rafinesque's 5412 rafinesquii 11 Big -eared Bat - 1905 H T FSC 53 G3G4TN Very 7957 macrotis Coastal Plain Law Subspecies Southern r 11718 Heterodon simus 66 Hognose E SC FSC S2 G2 Low 16872 Snake F 19247 Ictinia 18 Mississippi 2006-07 B? SR S2B G5 Medium 23689 mississippiensis Kite r 20059 Lanius 12 Loggerhead 1990-PRE E SC S3B,S3N G4 Very 4957 ludovicianus Shrike Low f Select All '`Zoom to Record i • �1+tE, l�I��s�slss�PPti �ITE }�, IhFu o►�,ocN{ tryy pe�ctl�cl �n �r�s? C�11�� �l �l J 1 of 1 2/8/2007 9:15 AM PROJECT ENGINEER: PROJUT NO. PROJECT NAME: A""M°'L'�'' V' T>� � � A"�`TMOFSrATE� RAW,� (OR G.N. �ft G.N. 801YADWM FUNa SPX010014 REMEDIAL ENGINEERING P.C. WAU K ES HA ELECTRIC GOLDSBORO, NORTH OF PREIAM W OR 8MM nff SM OF WE Fes' s NOT MWN Or: SCAM 1377 luiotar Parkway 403 = � FM ,wr �xTENsaNs a� rr� o G.M. B.N.C. / 1' m 4W Islandiaf Now Yor#cu 111749 (631) 232--2600 SPX CORPORATION THE *Wrmv cop" CNECIM 9f.. 0/tiE i EAtdNEER. CAM. 14FEB03 NO. DATE REVISION OESCRMON I t—► MV%\N%AQC S vlTt3QE5 „r Ti TITLE: SITE Ili!!! RAILROAD TRACKS EXISTING FENCE LINE PROPOSED FENCE LINE PROPOSED SILT FENCE --- S1 - EXISTING CONTOUR UNE - 82 r----- PROPOSED CONTOUR LINE - - -- PROPOSED GUTTER WITH OVERLAND FLOW DIRECTION --me--- PROPOSED OVERLAND FLOW DIRECTION PROPOSES SWALE f GAS EXISTING GAS PIPING �- EXISTING SHRUBS/TREE LINE EXISTING BUILDING EXISTING ASPHALT PAVED ROAD EXI5TlNG STORM SEWER DI 13 EXISTING DROP INLET ss a` WE- EXISTING SANITARY SEWER UNE -0- EXISTING UTILITY POLE EXISTING LIGHT POLE 83 x EXISTING SPOT EL &ATION a" X PROPOSED SPOT ELEVATION MW-304 LOCAnON AND DESIGNATION OF EXISTING MONITORING WELL EXISTING SWALE/DRAINAGE PROPOSED DRAINAGE DEPRESSION 0 SHRUBS PROPOSED ASPHALT CAP .. • 'tom t� j1 PROPOSED SOIL CAP PROPOSED CONCRETE CAP N4TE� 1. SOURCE OF EXISTING TOPOGRAPHY FROM OCTOBER 1995 PHOTOGRAMMETRIC AND SURVEY MAP OF HEVI-DUTY ELECTRIC CO. PROPERTY PREPARED BY PIEDMONT AERIAL SURVEYS AND DSATLAN IC CORP-.AND WAYNE COUNTY PROPERTY MAPS No.25B7(0j AND No. 2SS8(04) PREPARED BY L ROBERT KIMBALL , & ASSOCIA , INC. 2. PROPOSED LOCATION OF EXTERIOR CONCRETE SLAB TO BE USED FOR TEMPORARY STORAGE OF TRANSFORMERS. REFER TO DETAIL 3 ON DWG. 2 FOR SLAB DETAIL 3. EXISTING DRAINAGE DITCH TO REMAIN. 4. PROPOSED "SPOT' EXCAVATION AREA TO BE EXCAVATED TO TWO FEET BELOW LAND SURFACE. EXCAVATED MATERIAL 70 BE CONSOLIDATED AND USED AS PART OF LFVELING FILL MATERIAL FOR SOIL CAP IN AREA S. 5. REMEDIATION OF EXISTING RAILROAD TRACK WITHIN DEFINED AREA 8 SHALL CONSIST OF AN APPLICATION OF ASPHALT COATING ON EXISTING BALLAST. 8. ALL STORM SEWER CATCH BASINS/DROP INLET'S WITHIN THE WORK AREA SHALL BE ISOLA AND COVERED WITH GEOTEXTILE TO PREVENT CONSTRUCTION EROSION/SEDIMENTS FROM ENTERING THE SITE STORM SEWER SYSTEM. SECURE GEOTEXTIL.E IN PLACE WITH HAYSAI.ES, CLEAN IF FILTER BECOMES CLOGGED WITH SEDIMENT TO THE EXTENT THAT TT NO LONGER DRAINS. REPLACE GEOTEXTTLE IF ff BECOMES PUNCTURED. 7. CONTRACTOR SHALL KEEP THE EXISTING ASPHALT PAVED ROAD OPEN DURING CONSTRUCTION. tww�wa fry wiww� •wnr ORAm= INO. AND PROPOSED GRADING PLAN 1 DRAFT NG