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Home My WebLink AboutWQ0082821.20171231.NDplans22430 I JAMES W. DAVIDSON CITY OF STATESVILLE SAK _'_ A CEA _w DRE CEA W M__A__M C EA, JEY SAK CEA ISSUE / REVISION DWN. BY CK'D BY AP'D BY JAMES LEE DAVIDSON ALFRED H. WOMACK ( POND cl N REFERENCES: PIEDMONT AERIAL SURVEYS, PHOTOGRAMMETERIC SERVICES, GREENSBORO, N.C., SHEET No.s 4762.02, 4763.02, 4763.04, 4764.04, 4772.01 AND 4773.01, DATED MARCH 1981. CHABERSBURG MAP No.S 5N AND FJ. 7760 I L.S. GILLIAM JR. L.S. GILLIAM JR. 8486 I MONTGOMERY INDUSTRIES x 8603E I WAYSIDE VOLUNTEER FIRE DEPARTMENT I /AMERICAN 5500 I HOMES, INC. FURST McNESS Co. LISA VANDER HEYDEN 4555 I R.D. MONROE INC. 8300 I SOUTHERN STATES POND I LEGEND: FENCE 3357 I i I III RAILROAD - - - - UNIMPROVED ROAD PROPERTY LINE CREEK DIRECTION OF FLOW CLEAR wooDED Y, TREE LINE 8588E I LOT NUMBER PROPOSED DWIGHT J. GOFORTH DISCHARGE RW-4 PIPE ROUTE ORW-2 PROPOSED RECOVERY WELL 3377 I 7317 I x 0423 1 9208 I -- I 8342 I T T CO. r- SCALE 400 0 40C. 800 FEET SITE PLAN STATESVILLE, NORTH CAROLINA PREPARED FOR SOUTHERN STATES COOPERATIVE, INC. Canonie_nvironmcnta1 DATE: 3-31-92 SCALE: AS SHOWN DRAWING 1 DRAWING NUMBER 91-161-E9 \—* j IERGENCY SHUT OFF VALVE • • CROSSI \ \ \ \ \ \ \ \ \ \ \ • \ \ \ \ - -- ,,, \ ‘ \ \ • \ \ \ Ati 11•10111011•11101111/6 ONINININ WI 1111111111111111•11111. 11111111111~111. 655.4 Te...m............, ......i. vA '8" DIA STEEL - CASING PIPE ' o oh \ 0 0 CH MARK RAIL. ROAD SPIKE IN POWER POLE ELEVATION 655.73 PLAN 4 • s..„ ... Ns• . -... -... • 7-... '4..7, .....„ • • \ \ 1 \ • • • • NORTH 9t. EMERGENCY SHUT OFF VALVE NORFOLK SOUTHERN RAILROAD • • GRAVEL ROAD FLOW DIRECTION TO FOURTH CREEK • 111111111M 111111111111111111111111111111111111111111111111 111111E11111 IIIIIIIIIIIIIIIIIIII PAM= i 111111111IPAIIIIIIIIIIIIAMMINI 1111111111111.1111111 Mililii ( OF RAILROA'....A111111111 11111111111111111111111111M= imiallitalilliP 11111WriiiiMillE111111111111111111111111- - IIIIIIIIIIIIII Ar41111111111111111111MEMINI11111 1111~4111111111111111111= 111111111111V"' 1111111111111111111111111-44/1111 7;54.4' 11-ftrillIIIIIM 11111111111111111111111111111111111111111 11.1111111111 --""""millallill1111111111- 111111111111111=111-rll..11111111= 11=11111111111111111111111 1101 11111111•1111 111111111M111 1111111117-11111111111111 _IMI'aleOlwr'____DCARRIER PIPE EMI IIIIIIIIIIIIII..1-:.1 11111.11M Illeia"'eli 20 10 0 20 40 60 SCALE IN FEET 0+25 0+ 0+75 1+00 1+25 1+50 1+75 2+00 EXPLANATION pp. POWER POLE —XX —X X - FENCE R/W RIGHT OF WAY RAILROAD TRACKS POWERLINE 663.4 SPOT ELEVATION - - - - CONTOUR 661.25 675.00 668.75 662.50 656.25 650.00 843.75 1137 .58 INEERING & `SURVEYING, INC. ENGINEERS - SURVEYORS -- PLANNERS 45 SPRING STREET SW CONCORD r 04) 786-5404 CONCORD. NC 28025 CHARLO h t /04) 3.742 —034 FAX /04) 788-7464 • L 0 41 • " , ttttttt —J DRAWN BY TIVE INC. cc LU 0 SOUTHERN ST STATESVILLE, NORTH CAROLINA -1+00 -0+75 ktIORFOLK SOUTHERN RAILROAD TRACKS I-- I- C 1-- CARRIER PIPE FHERN STATES ILLIx !ER PLANT 0 1TH CREEK 00 -J w 111111111111111111111111111111■11R111111111111111111111111111111111111111111111111111111111111111111111111111111111111/1111111111mm.111111111111111111111111111111111111111111111111ft Meaninilinlo 11111E1101111111110111111111111sisa a asual"" sog' DISTANCE OF PIPE FROM RAILROAD SPUR LINE AT CLOSEST POINT = 25 FT. Lii ft ^ TOTAL ENCROACHMENT = 300 LINEAR FT. Co RA ID \c'RE- TF LOAD Lh ow GJY RP V ON RAC 0\1- BOX POD - DOLE_ YDRA\T GAS VA V WAIF VALV S N VAILBOXFS SOT LIG YAP ‚RP TRI- T N 1- I L I \ RAILROAD R/W DOWF V S F-- ND TFLH-. LJ .7_ ft ft ft OD V — ft -<• ft J SPUR LINE SWITCH \ 4" DIA. O,\ CARRIER PIPE V^ / 0/ POINT OF CROSSING 1552.7 FT. WEST ALONG TRACKS FROM MP S-20 ND OCO AN D CO 0 RG S ES ENCROACHMENT LENGTH = 360 FT. 8" CV CORD __30\s ND Al P C C N-'I AC II L) FOR AGA \ C L_ S W OR 1 NO A\ Hi SPUR LINE SWTCf 1,107.1 FT. WEST OF MP S-20 1 5" RCP 0 CA I) AND ..SUNV S GC ft n N ON TH-1 NC IS DON c\I [Lid _J miniemmenimmiemmunwiiiii immumummommmieu tanammummenanumumeammummonammosilaszaws L1-1 OW oss"' Eamprommusimm.... SPUR LINE (/) ITC" ININSIINIMINIMIIIIIIINIM1111111111111111111111111/11M1111111111111.1111111.111111111111111111111111111/111111 • I ft ft _J ft ft ft C H\DFRGRO,\D IF LI- S SL DV AT NOTE: RAILROAD TRACK AND RIGHT-OF-WAY WERE LOCATED IN THE FIELD BY LAW ENVIRONMENTAL PERSONNEL. PLAN NORTH . NJ D DRAWING 3 \ F • • VIP 4" DIA. CARRIER PIPE L I N LOCATION SURVEY: SOT FR\ STAT-_-_S FPTILIZEP DPOJCT / STATESVILLE, NC FE:YR: LAW ENVIRONMENTAL, INC. D.O. BOX 240874 C ALOTTE, NC 28224-0674 ACAD DISC: BA-11 DISC: B-135 JOB NO.: 92-03-14 DATE: 05-21-92 SCALE: 1" ACAD FILE: SS.DWG FILE: SSPRJ COMPUTED BY: CCB DRAWN BY: CCB CHECKED BY: JDV SCALE IN FEET MUM murnimmulimulim 0 ici144-eRD tiq6INEERING & --.SURVEYING, INC. tJ Cl 10.2 50 1 00 150 ENGINEERS - SURVEYORS - PLANNERS 45 SPRING STREET SW CONCORD (704) 786-5404 CONCORD, NC 28025 CHARLOTTE (704) 332-9934 FAX (704) 786-7454 BAR\ Ui LiJ LLI I— co alimeasinismunomminamammisenamIi mmummosimma I L \DF PGRO„ fl \D THL EADWALI 4" D A. HDPE CARRIER PIPE 616.95 FT. WEST OF MP S-2 POINT WHERE 4" DIA. HDPE CARRIER PIPE ENTERS RAILROAD RIGHT-OF-WAY 10 \ NE- NORFOLK SOUTHERN RAILROAD TRACKS FENCE cYw TR FR RAILROAD R/W -L L \ F 4" DIA. HDPE CARRIER PIPE FROM THE SOUTHERN STATES FERTILIZER PLANT TO FOURTH CREEK RAILROAD R/W POINT WHERE 4" DIA. HDPE CARRIER PIPE EXITS RAILROAD RIGHT-OF-WAY POINT OF CROSSING 286.95 FT. WEST OF MP S-20 DAVI- D ROAD TOTAL ENCROACHMENT = 500 LINEAR FT. tx 0 DRAWING 4 r- LOCATION SURVEY: SOLT STATE -IS FilTILIZER OJE-ICT / STATESVILLE, NC FOR: LAW ENVIRONMENTAL, INC. P.O. BOX 240874 CHARLOTTE, NC 28224-0674 ACAD DISC: BA-11 DISC: B-135 JOB NO.: 92-03-14 DATE: 05-21-92 SCALE: 1" .-=.50' ACAD FILE: SS.DWG FILE: SSPRJ COMPUTED BY: CCB DRAWN BY: CCB CHECKED BY: JDV SCALE IN FEET OF" 0 T11 D GINEERING SURVEYING, INC. cyst f C62 50 100 150 ENGINEERS - SURVEYORS - PLANNERS 45 SPRING STREET SW CONCORD, NC 28025 CONCORD (704) 786-5404 CHARLOTTE (704) 332-9934 FAX (704) 786-7454 \\4 0 i�► IERGENCY SHUT OFF VALVE \ TA \ EMERGENCY UT OFF VALVE 0 -1+00 \_. • • • \ • CROSSING C 286.95 TO MILE #.DARKER 20 8 CH MA SPIKE IN Pttwu; 'rti 655.73 CARRIER PIP : - � -0+75 -0+50 -0+25 ELEVATION 0+25 0 0+50 • • • • EMERGENCY SHUT OFF VALVE NORFOLK SOUTHEE -N RAILROAD \-- EMERGENC 0+75 SHUT OFF VALV 1+00 NORT GRAVEL ROAD N • CARRIER PIPE 1+25 1+50 FLOW DI'RECT;ON TO FOURTH CREEK 1+75 20 10 0 20 40 SCALE IN FEET 60 EXPLANATION pp e POWER POLE —X X —X X-- FENCE R/W RIGHT OF WAY RAILROAD TRACKS — �POWERLINE 663.4 SPOT ELEVATION + CONTOUR coo tN .7INEER!NG & 'SURVEYING, INC. ENGINEERS - SURVEYORS - PLANNERS 4.5 SPRING STREET SW CONCORD 04 788-5404 CONCORD, NC 28025 CHARLOTTE (704 332-9834 FAX (704) 789-7454 J H DESIGNED CHECKED J Ul a OUTHERN ST EMERGENCY SHUT OFF VALVE N —1 0 DIA. HOPE CARRIER PIPE FROM THE UTHERN STATES FERTILIZER PLANT TO FOURTH CREEK X ------- ------ ---- ------- --------- iNVERT ........................... ...... SALIS'atilYrME-141- .e. .1.1.1.0,•••• Are* OM. M/ EDGE OF pA.4.•••••0VE***...I. ..... ••••••• ••••• D.D.T. R/W 8" DIA STEEL CASING PIPE ------ IbJ PLA BENCH MARK PAINTED PAINTED CORNER OF CONC. PAD AT WATER TOWER ELEVATION 666.45 EMERGENCY SHUT / OFF VALVE / SOUTHERN .. i '‘ / 4-4L.,, / < / / 1! / . / 1+50 i >1.) ......J ./.., .... PAN/F.1401T S. HW' 70 /TO STATESV . „. EXPLANATION PP • POWER POLE -XX—XX- FENCE R/W RIGHT OF WAY I 1 1 I 1 I RAILROAD TRACKS POWERLINE 663.4 SPOT ELEVATION - - - - CONTOUR N RING & SURVEYING. INC. ENGINEERS - SURVEYORS 46 SPF*0 SITIEET $ly COMORO. PC 7102e FAX 7o4 788-7484 • or *•• .... oseit0V4 DESIGNED cia z CHECKED APPROVED 03 uJ a • 0 z >wn <tr- cc w O. cn Lu C1) cc cc 0 z w (f) w z uJ 65 LU CC LUZ UJ a. a. NORFOLK SOUTHERN SPUR ORFOLK SOUTHERN RAILROAD TRACKS \ \ \CL CARRIER PIPE HERN STATES ER PLANT TH CREEK DISTANCE OF PIPE FROM — RAILROAD SPUR LINE AT CLOSEST POINT = 25 FT. [Li EL z 0 C.) w LL 1E1 1 MS • • • • • NNW" • ON Elm • gm \ED TOTAL ENCROACHMENT = 300 LINEAR FT. Ii H I CO\,„RFTI- VON PH \CI -- RA LROAD I RAC TI- L _P JVH Vi KS 0\ I- BOX -DOWER OL__`-E GLY H OLE YDR ANT GAS VALVI- WATER VALVE - S IGN VA S POT L YARD TRH TRF S CIII N F RAILROAD R/W OWER L NF LJ EL SPUR LINE SWITCH 4" DIA. CARRIER PIPE 0/ 1?* 0/ c1/4 NO RAC KS POINT OF CROSSING 1552.7 FT. WEST ALONG TRACKS FROM MP S-20 Ni OCO A C. IS AN S ADVb OCO ENCROACHMENT LENGTH = 360 FT. 1 8" C V P RGRMAD CONCORD -SPO\SE3 CNOJND CO A AC! NC OR D AGA NC HON \ 0 A\ It EL 1 5" FR NC AN GC SPUR LINE SWITtli 1,107.1 FT. WEST OF MP S-20 C PLAN NORTH - --EADWAL tJJ minesammumtaatammatemismosimannusammummaiiimummammiwauenratimmunionem H OCA D 3 D SJRVEI" CAT ON OH 0\ E NC S DO N ILl 0 F- n z (f) D- RGROL \ \/ NG, SR H I IA1 S \\/ EL EL EL H I I EL D TI- LF ED 4" DIA. CARRIER PIPE 10\F LI\ 0 2 LOCATION SURVEY: SOL,THI-RN STATES FITTILIZER PROJECT STATESVILL-_, \C FOR: LAW ENV RON MENTAL, INC. P.O. 30X 240874 CHARLOTTE, NC 28224-0674 ACAD DISC: BA-11 DISC: B-135 JOB NO.: 92-03-14 DATE: 05-21-92 SCALE: 1" =50' 1MOIM MEM ACAD FILE: SS.DWG FILE: SSPRJ COMPUTED BY: CCB DRAWN BY: CCB CHECKED BY: JDV SCALE IN LtI priemennurammustilliali 0 D E GINEERING & --.SURVEYING, INC. (4) c / 0112 so ENGINEERS 1 00 150 — SURVEYORS 45 SPRING STREET SW CONCORD, NC 28025 — PLANNERS CONCORD (704) 786-5404 CHARLOTTE (704) 3S2-9934 FAX (704) 766-7454 NDERGROL \ D I I\ NOTE: RAILROAD TRACK AND RIGHT-OF-WAY WERE LOCATED IN THE FIELD BY LAW ENVIRONMENTAL PERSONNEL. LU Lu Lu I HIGHWAY 70 EAST 1Y 0 RGROLAD T CL EN EN - LI- P _J AD WALL D A. HDPE CARRIER PIPE 616.95 FT. WEST OF MP S-2 i POINT WHERE 4" DIA. HDPE CARRIER PIPE ENTERS RAILROAD RIGHT-OF-WAY 1 0 \ E L1\1- NORFOLK SOUTHERN RAILROAD TRACKS F \CF GLYW TRH1- L RI - BARN 4" DIA. HDPE CARRIER PIPE FROM THE SOUTHERN STATES FERTILIZER PLANT TO FOURTH CREEK RAILROAD R/W POINT WHERE 4" DIA. HDPE CARRIER PIPE EXITS RAILROAD RIGHT-OF-WAY POINT OF CROSSING 286.95 FT. WEST OF MP S-20 RA IL ROA D R/W TOTAL ENCROACHMENT = 500 LINEAR FT. D ROAD C 1A . S PLAN NORTH 0 2 LOCATION SURVEY: SOUT 1-RN STATES FETILIZER OJICT / STATESVILLE, \ C FOR: LAW ENVIRONMENTAL, INC. P.O. BOX 240874 CHARLO 11E, NC 28224-0674 ACAD DISC: BA-11 DISC: B-135 JOB NO.: 92-03-14 DATE: 05-21-92 SCALE: 1" =50' ACAD FILE: SS.DWG FILE: SSPRJ COMPUTED BY: COB DRAWN BY: COB CHECKED BY: JDV SCALE IN I-tti ,c pbORD GINEERING SURVEYING, INC. 50 100 150 ENGINEERS - SURVEYORS - PLANNERS 45 SPRING STREET SW CONCORD (704) 786-5404 CONCORD, NC 28025 CHARLOTTE (704) S32-9934 FAX (704) 736-7454 • --.1;1•;". — , - t • - . - •L -;;;;,,,:= . _ :;-,: : .--,,, . ' - ,,.-_-,. - •,.'il ..".";,, .' .e, ''.;;•'"..''''. ''. ' r •-,1-'' -,,,..-c,',--.;''' ,...t'',-_-. --, - _ , ...,' - - e.. ..-- - - -.•:_ - - ';':..: •-• ' • , “.f•T':••"•. -..,...! .2.•' •-; S. '.%.,. f. _,,, _ :, •A,,,.*?._ • - ..'1.!-..-'..-le"-Ly:. Ti. '..*,•,;.- 1 -",;--; - . • .•;••4' • . ' r ..'•.:. - - '''''. ',. •••., re-1,',.X-,e,-.7i,,,, x 846.18 - _., ------ z" - .-----",--/ - / ' / --1-- z • • • • • SOU.1.1esst clidtao '• — 864.69 ! X84 C.. .., . -.. IN RAISE A - PROPERTY LI • " - -44 - • -; - , Irgerere*-7-`-' 1-74.a.• S. 5, x864.69 x863.33 x 859.09 4••-•-• • -.A. ;100' SOUTH - OF ' ; HWY. 70 'CENTERLINE • AppRox. 800EAST , OF THE-SOUtHERfir STATES PROPERTY LINE K65W6"F"- 3583 EXPLANATION - 845.53 '"•.:"'"w144‘, lkliculMweamainessmink (NOTES: • NCOEHNR MONITORING WELL (ABANDONED) POTABLE WATER WELL LEI WATER TABLE MONITORING WELL LEI DEEP MONITORING WELL. • LEI DEEP WELL FOR AQUIFER TESTING • SUBSURFACE PROFILE LINE • (SEE FIGURE 7 ) • GENERALIZED GROUND -WATER FLOW DIRECTION GROUND -WATER CONTOUR LINE (DASHED WHERE INFERRED) t) CONTOURS BASED ON GROUND -WATER 1 LEVEL MEASUREMENTS OBTAINED FROM WELLS MONITORING SOIL / PWR f ZONE ONOCTOBER 14, 1991 (WELLS K65VVT'A'r THROUGH K65W7"G"). ELEVATIONS ARE REFERENCED TO MEAN SEA LEVEL (MSL). 2) CONTOUR INTERVAL = 10 FEET. 4 4 a • 5.a. - • • 0 100 APPROX. SCALE, FT. REF.: SITE TOPOGRAPHIC PLAN PREPARED BY PIEDMONT AERiAL SURVEYS, DATED 1481. , — 9 N 4 7 ?;•11‘ 4:4f-.*-.7";e*:•.re NORTH SOUTH A' ELEVATION (FEET MSL) •119•• 880 10 12 12 10 •—• 10 10 3 K65W6"B" II iiii II BT 31.0 FT. K65W6 K65W6"A" K65W6"E" 8 12 14 14 • 17 K65W6"C" 13 16- K65W6 13- 15 id 21 29 '1.• 26 20- 16 28 30 50/4" AR TOR K65W6"A" BT 133.0 FT. N 20 .10 - 713 • • BT 45.0 FT. EXPLANATION FINE TO MEDIUM SAND SILTY SAND CLAYEY SAND SANDY SILT ••••••.... APPROXIMATE GROUND SURFACE CLAYEY SILT SANDY CLAY SILTY CLAY AIR ROTARY DRILLED (NO SAMPLES OBTAINED) •••••••• MEASURED GROUND WATER ELEVATION (GROUND -WATER ELEVATIONS BASED ON WATER -LEVEL MEASUREMENTS OBTAINED ON 10/14/91. ELEVATIONS ARE REFERENCED TO MEAN SEA LEVEL (MSL). SEE FIGURE 2.) — APPROXIMATE WATER -TABLE SURFACE APPROXIMATE AUGER REFUSAL ELEVATION (AR) — APPROXIMATE TOP OF ROCK ELEVATION (TOR) (BASED ON DRILLING DIFFICULTY) STANDARD PENETRATION RESISTANCE 20 (BLOWS/FOOT) OPEN INTERVAL IN ROCK 73 mg/i SCREENED INTERVAL TOR (TOP OF ROCK) BT BORING TERMINATED NITRATE CONCENTRATION IN GROUND -WATER SAMPLES OBTAINED ON 10/1/91 (RW-1), 10/2/91 (RW-3) AND 10/5/91 (RW-2). ALL CONCENTRATIONS ARE IN MILLIGRAMS PER LITER (mg/I). SEE TABLE 2 AND APPENDIX B. 18 16 11 9 8 w 10 12 24 47 50/4" 50/2° K65W7 K65W7"A" K65W7"H" K65W7"1" K65W7"A" AR K65W7"B" 1 19 14 11 13- 19 BT 32 0 FT • \\ \ TOR K65W7"H" BT 200.0 FT. K65W7"I" NOTES: 10- K65W7"C" BT 23.0 FT. 8X10 ft/min. (ESTIMATED 4 4 TO 6X10 ft/min. NO TAKE K65W7"G" K65W7"F" RW-2 K65W7"G" K65W7"F" TOR (35 ft) (CASING TERMINATED), 73 mg/I 6ms. 750 .4.■•• 740 7611, 870 ;Owe 860 PM') 850 840 r.fffia 830 0 820 810 800 9r- 7 0 780 L 770 BT 164.0 FT. 760 730 720 710 700 690 680 670 660 •.0 650 640 5000 630 620 1.) SOIL CLASSIFfCATION AND GROUND -WATER LEVEL DATA FOR MONITORING WELLS K65W4, K65W6, K65W6"A", K65W6"13", K65W6"C", K65W6"E", K65W7 WERE TAKEN ON 9/01/89. WELLS K65W4, K65W5, K65W6, AND K65W7 WERE ABANDONED BY NCDEHNR. 2.) SEE FIGURE 2 FOR PROFILE LINE REFERENCES. 3.) ALL LOCATIONS AND DEPTHS ARE APPROXIMATE. EAST B' ELEVATION (FEET NSW 20 ▪ 700 — 690 680 —670 .660 000650 0 640 630 620 610 200 APPROXIMATE SCALE (IN FEET) REVISED 11 9 LAW ENVIRONMENTAL CHARLOTTE, NORTH CAROLINA HYDROGEOLOGIC CROSS SECTIONS WEST B ELEVATION (FEET MSL) 830 K65W1,"D" RW-t 15 22 25 36 sox 23.4 FT. 9 K 65W7"C" K65W7"D" BT 1830 FT. CASING 4.6 mg/I 12 11 17 9 10 13T 23.0 FT. / K65W7"E° 15 20 17 12 12 25 BT 35.0 FT. CASING /- / / RW-3 TOR 0.16 mg/I BT 154.0 FT 1X10 3 ft/mtn. HYDRAULIC CONDUCTIVITY CALCULATED FROM PACKER TESTS CONDUCTED ON 10/10/91 AND 10/11/91. (SEE TABLE 9 AND APPENDIX C) UNITS OF DATA ARE FEET PER MINUTE (FT./MIN.) 111111111111111A, SOUTHERN STATES FERTILIZER PLANT STATESVILLE, NORTH CAROLINA REFERENCE: PORTIONS OF THIS PROFILE WERE TAKEN FROM THE LITHOGRAPHIC CROSS SECTION IN LAW ENVIRONMENTAL'S REPORT OF PHASE III -A GROUND -WATER ASSESSMENT. FOR SOUTHERN STATES FERTILIZER PLANT, DATED APRIL 16, 1991.