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Home My WebLink AboutNC0082821_Regional Office Historical File Pre 2018 (9)FEB 0 1 1994 AIVISION Of ENVIROINiE. .,4ENT INORESV1LlE RGGIGr,A,. a Corrective Action Plan Ground Water Remediation Southern States Fertilizer Facility 0 Volume 2 of 2 Appendices F and G CanonleEnvironmental APPENDIX F AQUIFER TEST DATA PR%W:%91.161%CAPAPP.COV ►Jan. 14, 19941 C+anow-eEnvironmental LAW ENVIRONMENTAL SUARAARY OF INSTALLATION AND EVALUATION OF A PIIAT WELL SYSTEM SOUTEUMN STATES F1 MR PLANT STATESVILIX, NORTH CAROLINA Prepared for: Canonic Sam= Corporation Porter, Indiana v-y r- -1 iL - • Law FmiumIDCatal, ]its Owlotte, Noah Carolina 'e— December 11, 10,91 IM Job No. 56r15M.90 c',w.,''. `si`. e`'�.$ F-15 FIGURES Ulm Ak" 17- gig. V too/ Ka AW too I gay, Non, on. 4 Q! low t 4"ank 14 ALSO Y&Y n. r�rJW vj' 714Q� k_ A Old OVA - 14 t,4P v ipe non lot -017 F-16 ail i, it/, q ��'. r _ .:;_• ,..'... 11 / If SITE l U.S. HIGHWAY 70 _ .cam) > I '�,;-�� . � t1 .,,�, ;i, ',1. �._• t'• � :i�' tea. � .� .1 /, � .� � '•'�) ,.� I � '� ^ i � ' ` Cam• � T• i if �000 LAW ENVIRONMENTAL, INC. APPROX SCALF• FT' CHARLOTTE, NORTH CAROLINA SITE LOCATION MAP SOUTHERN STATES FERTILIZER PLANT FIEF- U.S.G.S. 7.5 Imo: TOPOGRAPHIC MAPS; STATESVILLE, NORTH CAROLINA STATESVO.LE EASY, NORTH CAROLINA DATED 1n9 i SFEPFERDS• NORTH CAROLNA, DATED 1969. JOB NO. 56-1370 FIGURE 1 F-1 8 CONCRETE PAD RajaLE VWFKGROUT ralqOW41 MAMETER STEEL .MRNAM - RONMEN. -WLAW NM. Tfti CAR®Ut* APRTH �.QMOIJNA ArlNdH DIA4M ()pEM I - -H 'w PROPPSED TEST WELL DESIGN No. 56-1570 FIGM Ail to i VAN Aq M, AfAl nt. to ot KEMP— WHO WON IA ii 1�02 V VVI ci F-20 164' CONCRETE PAD LAND SURFACE SOIL ra 114--o—NOMINAL 10-INCH DIAMETER BOREHOLE PARTIALLY 10-INCH DIAMETER STEEL CASING 35' WEATHERED 6-INCH DIAMETER STEEL CASING ROCK CEMENT GROUT TOP OF ROCK CONCRETE CONCRETE BASKET 2' NOT TO SCALE NOMINAL 6-INCH DIAMETER OPEN HOLE = � SCHEMATIC CROSS-SECTION SOUTHERN STATES LAW ENVIRONMENTAL OF TEST WELL STATESVILLE, NORTH CAROLINA CHARLOTTE, NORTH CAROLINA RW-2 JO® NO. 56-1570 RGURE 11w 711e� or", F-21 154' CONCRETE PAD v a, ;•� LAND SURFACE SOIL U ji-a NOMINAL 10-INCH DIAMETER BOREHOLE 70' PARTIALLY WEATHERED ROCK NOT TO SCALE 6-INCH DIAMETER STEEL CASING CEMENT GROUT NOMINAL 6-INCH DIAMETER OPEN HOLE I SCHEMATIC CROSS-SECTION SOUTHERN STATES v LAVA ENVIRONMENTAL OF TEST WELL STATESdILLEr N.ORI CAROLINA CHARLOTTE. NORTH CAROLINA RW-3 .108 NO. 56-1570 FIGM 6 v 0 = Flow Rate In Gollona Per Minute (ppm) SOUTHERN STATES FERTILIZER PLANT STATESVILLE, NORTH CAROLINA "o 300 ELAPSED TIME (MINUTES) 400 STEP-DRAWDOWN TEST ®ATA LAW ENVIRONMENTAL, INC. (TEST WELL RW-2) CHARLOTTE, NORTH CAROLINA .00® NO. 56-15T0 F :.^J; t..YW7:.3a :... FJt:,.iu'YS.+:'S=.'Yg`sc3:u,.'>^.�,*Frv:^`-:'iai:S�':5':�:iir :�.x�.r. ,.i.2�-.c: 4=.;J:n:t .ax?t iiJ::"valty,�.:.ET?4i�'.: f'. ca. r:r.:'.:'a.. s"Y', ...;.i�.v �g:a. ..... ... � _ .m .3..x. _... �"G ., "`�.... 2 r`. F� {� E { i �-. �. x •, �� i i n .._ ... _ .� _. .. e . � �; � � Ems. �:Q C: .. � Ri L6.1' ,. t ' 5 i t ��.'� .:S 7 SOUTHERN STATES FERTILIZER PLANT STATESVILLE, NORTH CAROLINA DISCHARGE (gpm) 0 LAW ENVIRONMENTAL, INC. CHARLOTTE, NORTH CAROLINA STEP-DRAWDOWN ANALYSIS JOB NO. 56-1570 FIGURE 9 m Pi j !,Ul 's . ......... F-27 APPENDIX A Test Boring Records Well Completion Records J r TEST BORING RECORD F-30 0"ATION DFPrN (FEET) TEEn DFSCRUMON WELL DIAGRAM PENETRATION -BLOWS PER FOOT 0.0 Air Rotary Drilled (No Samples Obtained) :;ryrr -25.0 35.0 Top of Rock (Based on Drilling Difficulty) ;>y:> 6-Inch Steel Casing Set and Grouted to 37.0 Feet. -50.0 40-50 ggpm Flow Encountered -75.0 5.10 gpm Flow Encountered -100.0 100.()5-10 gpm Flow Encountered -125.0 143.0 — — '10 gpm Flow Encountered -150.0 164 64nch Boring Terminated at 164.0 Feet. Ground -Water Flow Was Estimated at 60-80 gpm During Well Development on 10/4/91. Ground -Water Measured at 6.83 Feet Below Top of Casing on 10/5/91. REMARKS: See Key Sheet For Explanation of Symbols and Abbreviations Used Above. DRILLED BY McCALL BORING NUMBER RW-2 LOGGED BY PGG DATE STARTED 10-4-91 CHECKED BY JLG DATE COMPLETED 10-4-91 JOB NUMBER 56-1570 A �: Law Environmental TEST BORING RECORD F-31 ELEVATION (FEE) DESCRIPTION WELL DIAGRAM PENETRATION -BLOWS PER FOOT 0.0 Air Rotary Drilled (No Samples Obtained) w w lu; :fis:: •gig`;•. -25.0V 70.0 Top of Rock (Based on Drilling -75.0 Difficulty) 6-Inch Steel Casing Set and Grouted to 82.0 70.QEaet — — 10.20 gpm Flow Encountered 94.0 - - 2-10 gpm Flow Encountered -100.0 -125.0 -150.0 154.0 6-Inch Boring Terminated at 154.0 Feet. Ground Water Flow Was Measured at 8 gpm During Well Development on 10/2/91. Ground -Water Measured at 26.03 Feet Below Top of Casing on 10/3/91. Mr-MAHKS: See Key Sheet For Explanation of Symbols and Abbreviations Used Above. DRILLED BY McCALL BORING NUMBER RW-3 LOGGED BY PGG DATE STARTED 10-2-91 CHECKED BY JLG DATE COMPLETED 10-2-91 JOB NUMBER 56-1570 Law Environmental F-32 NORTH CAROIJNA DEPARTMENT OF NATUTAL 1®ES0411110ES AND COMARATY DEVELOPL*NT DIVISION OF ENv1RON► NTAL ►MNAOEbENT - pRouNDwATm SECTION P.O. BOX 27ee7 - RAiEJOKN.C. 27E11. PHONE 11e19) 733-6083 / WELL CONSTRUCTION RECORD Rev—/ FOR OFFICE USE ONLY Quad. No. S*rlal No. Lat. Lora. Pc Minor Basin Basin Code Header Ent. GW-1 Ent._ DRILLING CONTRACTOR McCall Brothers, Inc STATE WELL CONSTRUCTION DRILLER REGISTRATION NUMBER PERMIT NUMBER: 48-023-WM-0078 WELL LOCATION: (Show sketch Of the location below) Nearest Town: Statesville, N.C. County. IREDELL Depth DRILLING LOG (Road. Community, or Subdivision and Lot No.) From To Formation Destination 2. OWNER golitbiarn States Cooperative Inc ADDRESS_ U.S. Highway 70 East p 153 Not Classified: Street or Route No. Air Rotary Dri 1 1 eri Stateville NC City or Town State Zta Code 3. DATE DRILLED 9110191 USE OF WELLMonitoringy/Rerove3"v a. TOTAL DEPTH 183 r CUTTINGS COLLECTED []Yes 3-No 5. DOES WELL REPLACE EXISTING WELL? ❑ Yes KI No 6. STATIC WATER LEVEL: 1.49 FT. O above TOP OF CASING, below TOP OF CASING IS 2.5 FT. ASOVE LAND SURFACE. 7. YIELD (gOm): 2 METHOD OF TEST S. WATER ZONES (depth): 9. CHLORINATION: Type Amount 10. CASING: Wall Thickness Depth Diameter or Welgni/Ft. h!aterial From 0 To 177 Ft. ram_ Steel From To Ft. From To Ft. 1 t. GROUT: If additional saace is needed use back of form. LOCATION SKETCH (Show direction and distance from at least two State Ro 5��►�-� l i 1��1tiE �; �/� �%fie=;,��:: Dawn Material Metnoc From _Q� TO129 Ft.Bentoni to /Grpnt PrPCGnre �rOm T[ Ft Open Face: Dept . Diameter Slot Size Material From 122 To.183 Ft._6 In. NA ir.. NA Fr;m To Ft. in. in. From To Ft. in in. 13. GRAVEL PACK: Depth Size Material From To Ft. o .I 14.REMARKs: Approximate yield determined during well development I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTIC STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL O c Law Environmental, Inc. 11/13 S13NATURE OF CONTRACTOR OR AGENT DA E ''" '' """"" "'"• Suomrt onoinal to Division of Environmental Manaoement and coo\' to well owr F-33 NORTH CAROLINA DEPA11TWNT OF NATURAL AESOU11=5 AND COMa WrY I)EVELOP ENT DIVLSION OF EwdwoN.EN'rAL mw4AW EW - QR;L DWATlER SEcnoN P.O. BOX 27087 - RALEIWI.N.C. 27011. PMONE tale) 733-6011113 WELL CONSTRUCTION RECORD R w-z FOR OFFICE USE ONLY Quad. No. SonaI No. iLaL Long. PC. Manor Basin Basin Code Header Ent. GW-1 Ent._ DRILLING CONTRACTOR McCall Brothers, Inc. STATE WELL CONSTRUCTION DRILLER REGISTRATION NUMBER PERMIT NUMBER: 48-023-WM-0078 :. WELL LOCATION: (Show sketch of the location below) Nearest Town: Statesville, N.C. County: (Road. Community. or Subdivision and Lot No.) 2. OWNER Southern States Cooperative, Inc. ADDRESS U.S. Highway 70 East Street or Route NO.J Depth From To City or Town State Zip Code 3. DATE DRILLED USE OF WELLMoni o l cy/rarovary 4. TOTAL DEPTH 164' CUTTINGS COLLECTED ❑Yes ❑ No 5. DOES WELL REPLACE EXISTING WELL? ❑ Yea J3 No 6. STATIC WATER LEVEL. 6. 75 FT. ❑ above TOP OF CASING. below TOP OF CASING IS 2.5 FT. ABOVE LAND SURFACE. 7. YIELD (gvm? METHOD OF TEST B. WATER ZONES (depth): 9. CHLORINATION: Type Amount 10. CASING: Wall Thickness Depth Diameter or welgnt/Ft. Material From _ 0 To _ 12 Ft. 10" Steel - From 0 To 37 Ft 6" Steel From To Ft. 11. GROUT: DRILLING LOG Formation Description Air Rotary Drilled If additional soace is needed use back of form. LOCATION SKETCH (Show direction and distance from at least two State Ro; Oeotn Material Memoc "� From 0 To 17 FLSPntoni tP/v�r01]r Prpcanre Open face: Dept~ Diameter. Slot Size rtateraal From 37 To 164 Ft. 6 in. NA it NA Frain To Ft. in in. From- To Ft. in. in. 13. GRAVEL PACK: Depth Size Material Frorn_To Ft. Z)� From To Ft. � ' , ` - •�• \ »...' 14. REMARKS: AUroximate yield determined during well development I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL COfSTRUCTIC STANDARDS. AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL W R. . Law Environmental Inc. . N�c� 11 13 91 S13NATURE OF CONTRACTOR OR AGEN DATE �'�"''' """" "'"• Suomn original to"Divlslon of Environmental Management anC cot:\• to well owr F-34 NORTH CAROLINA DEPARTMENT OF NATURAL RESOMCES AND CMWk*d ' DEVELOPYQR DIVISION OF ENVIRONMENTAL MANAGEMENT - GROUNDWATER SECTION P.D. eou 27e87 - RALEIGKN.C. 27e11. PHONE teta) 733-6083 WELL CONSTRUCTION RECORD Rug-3 DRILLING CONTRACTOR McCall Brothers, Inc. FOR OFFICE USE ONLY Quad. No. Serial No. Lat. Long. PC. Minor Basin Basin Code Header Ent. GW-1 Ent._ STATE WELL CONSTRUCr10N DRILLER REGISTRATION NUMBER PERMIT NUMBER: 48-023-WM-0078 1. WELL LOCATION: (Show sketch of the location below) Nearest Town: Statesville, N.C. County: IREDELL Depth DRILLING LOG (Road. Community, or Subdivision and Lot No.) From To Formation Description 2. OWNER Sn„rhPrn S a s Cooperative. Inc NOT CLASSIFIED: ADDRESS U.S. Highway 70 East AIR ROTARY DRILLED Street cr Route No. RtateGvi 1 1 P _ NC City or Town State Zip Code 3. DATE DRILLED 10/2/91 USE OF WELL monitorinl?/recovery a. TOTAL DEPTH 1541 CUTTINGS COLLECTED ❑ Yes El -No 5. DOES WELL REPLACE EXISTING WELL? ❑ Yea ® No 6. STATIC WATER LEVEL. 25.44 FT, ❑ above TOP OF CASING, 1k below TOP OF CASING IS 2.5 FT. ABOVE LAND SURFACE. 7. YIELD (gpm). 8 METHOD OF TEST B. WATER ZONES (depth): 9. CHLORINATION: Type Amount 10. CASING: Wall Thickness Death Diameter or Weignt/Ft. Material From 0 To 70 Ft. Err steel From To Ft. From To Ft. It additional space is needed use back of form. LOCATION SKETCH (Show direction and distance from at least two State Roa or matZreierence Doints) 11. GROUT: Deom Material Metned ..-` From 0 To 70 Ft. bentonite /grout pressure O : OPEN FACE: Deor, Diameter Slot Size Material Frorn 70 To 154 Ft. 6 in. NA in. NA Fram To Ft. in. in. From To Ft. in in. 13. GRAVEL PACK: Depth Size Material From To Ft. From To Ft. 14. REMARKS: Approximate yield determined durihiz wt �t`SIT E - 1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 14CAC 2C. WELL CONSTRUCTIO1 STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WE OWNE Law Environmental, Inc 11/13/ S13NATURE OF CONTRACTOR OR A DA T E rw'� �""'^^" "•^• Suomn orioinal to Division of Environmental Manaaement and CDov to well Own( F-35 APPENDIX B Laboratory Reports • Test Wells RW-1, RW-2, RW-3 • Packer Test (Test Well RW-2) • Aquifer Test (Test Well RW-2) F-36 o Test Wells RW-1, RW-2, RW-3 cIp:1570-JL.G F-37 PARPAR Laboratories, Inc. L4BORATOR►Es.INC. 2217 GRAHAM PARK DRIVE P.O. BOX 411483 CHARLOTTE, NC 28241-1483 704/588-8333 OCTOBER 8, 1991 REFERENCE NO: 91 3476 MADE FOR: LAW ENVIRONMENTAL, INC. P. 0. BOX 240674 CHARLOTTE, NC 28224-0674 ATTENTION: DAVE WALLACE ANALYSES OF: RECOVERY WELL SAMPLE MARKED: SOUTHERN STATES FERTILIZER PLANT; HIGHWAY 70 EAST; STATESVILLE, NC; RW-1; 10/1/91; 1335 RECEIVED ON: 10/2/91 ANALYSES: (PPM) DATE TIME NITRATES as N 4.60 10/4 0800 NITRITES as N <.05 10/4 0900 RESPECTFULLY SUBMITTED: PAR LABORATORIES, INC. JOHN S. RICE LABORATORY DIRECTOR F-38 PARPAR Laboratories, Inc. LABORATORIES. INC. 2217 GRAHAM PARK DRIVE P.O. BOX 411483 CHARLOTTE, NC 28241-1483 704/588-8333 OCTOBER 8, 1991 REFERENCE NO: 91 3528 MADE FOR: LAW ENVIRONMENTAL, INC. P. 0. BOX 240674 CHARLOTTE, NC 28224-0674 ATTENTION: DAVE WALLACE ANALYSES OF: RECOVERY WELL SAMPLE MARKED: SOUTHERN STATES FERTILIZER PLANT; HIGHWAY 70 EAST; STATESVILLE, NC; RW-2; 10/5/91; 1130 RECEIVED ON: 10/7/91 ANALYSES: (PPM) DATE TIME NITRATES as N 63.74 10/7 1600 NITRITES as N .26 10/7 1530 RESPECTFULLY SUBMITTED: PAR LABORATORIES, INC. JOHN S. RICE LABORATORY DIRECTOR F-39 PARPAR Laboratories, Inc. L480RA TORIES. INC. 2217 GRAHAM PARK DRIVE P.O. BOX 411483 CHARLOTTE, NC 28241-1483 704/588-8333 OCTOBER 8, 1991 REFERENCE NO: 91 3497 MADE FOR: 'LAW ENVIRONMENTAL, INC. P. 0. BOX 240674 CHARLOTTE, NC 28224-0674 ATTENTION: DAVE WALLACE ANALYSES OF: RECOVERY WELL SAMPLE MARKED: SOUTHERN STATES FERTILIZER PLANT; HIGHWAY 70 EAST; STATESVILLE, NC; RW-3; 10/2/91; 1735 RECEIVED ON: 10/3/91 ANALYSES: (PPM) DATE TIME NITRATES as N .16 10/4 0800 NITRITES as N <.05- 10/4 0900 RESPECTFULLY SUBMITTED: PAR LABORATORIES, INC. JOHN S. RICE LABORATORY DIRECTOR F-40 Packer Test (Test Well RW-2) cip:1570-JLG F-41 PARPAR Laboratories, Inc. LaeoRAroaIes. INC 2217 GRAHAM PARK DRIVE P.O. BOX 411483 CHARLOTTE, NC 28241-1483 704/588-8333 OCTOBER 11, 1991 REFERENCE NO: 91 3554 MADE FOR: LAW ENVIRONMENTAL, INC. P. 0. BOX 240674 CHARLOTTE, NC 28224-0674 ATTENTION: DAVE WALLACE ANALYSES OF: RECOVERY WELL SAMPLES MARKED: SOUTHERN STATES FERTILIZER PLANT; HIGHWAY 70 EAST; STATESVILLE, NC; RW-2 & AS LISTED RECEIVED ON: 10/9/91 ANALYSES: SAMPLE NITRATES as N DATE TIME (PPM) 150'-164' 20.20 10/10. 1500 136'-150' 5.20 10/10 1500 122'-136' 3.60 10/10 1500 109'-122' 52.00 10/10 1500 95'-109' 102.00 10/10 1500 81'-95' 96.00 10/10 1500 RESPECTFULLY SUBMITTED: PAR LABORATORIES, INC. 1 JOHN S. RICE - LABORATORY DIRECTOR F-42 PARPAR Laboratories, Inc. L46ORATORIES.INC. 2217 GRAHAM PARK DRIVE P.O. BOX 411483 CHARLOTTE, NC 28241-1483 704/588-8333 OCTOBER 11, 1991 REFERENCE NO: 91 3553 MADE FOR: LAW ENVIRONMENTAL, INC. P. 0. BOX 240674 CHARLOTTE, NC 28224-0674 ATTENTION: DAVE WALLACE ANALYSES OF: RECOVERY WELL SAMPLES MARKED: SOUTHERN STATES FERTILIZER PLANT; HIGHWAY 70 EAST; STATESVILLE, NC; RW-2 & AS LISTED RECEIVED ON: 10/9/91 ANALYSES: SAMPLE NITRITES as N DATE TIME (PPM) 150'-164' <.05 10/10 1300 136'-150' <.05 10/10 1300 122'-136' <.05 10/10 1300 109'-122' <.05 10/10 1300 95'-109' .05 10/10 1300 81'-95, .05 10/10 1300 RESPECTFULLY SUBMITTED: PAR LABORATORIES, INC. N ' s is ti .: .144 .-JOHN S. RICE LABORATORY DIRECTOR F-43 PARPAR Laboratories, Inc. LABORATORIES.INC. 2217 GRAHAM PARK DRIVE P.O. BOX 411483 CHARLOTTE, NC 28241-1483 704/588-8333 OCTOBER 11, 1991 REFERENCE NO: 91 3566 MADE FOR: LAW ENVIRONMENTAL, INC. P. 0: BOX 240674 CHARLOTTE, NC 28224-0674 ATTENTION: DAVE WALLACE ANALYSES OF: RECOVERY WELL SAMPLES MARKED: SAMPLE #1 - SOUTHERN STATES; RW-2; 40.5'-54.8' SAMPLE #2 - SOUTHERN STATES; RW-2; 56'-70' SAMPLE #3 - SOUTHERN STATES; RW-2; 67.3'-81.3' RECEIVED ON: 10/9/91 ANALYSES: SAMPLE 1 2 3 DATE TIME (PPM) NITRATES as N 73.00 87.00 77.00 10/10 1500 NITRITES as N <..05 <.05 ..06 10/10 1300 RESPECTFULLY SUBMITTED: PAR LABORATORIES, INC. ;•ti JOHN S. RICE LABORATORY DIRECTOR F-44 Aquifer Test (Test Well RW-2) c1p:1570-JLG LAW ENVIRONMENTAL NATIONAL LABORATORIES F-45 Date 10/21/91 TEST DATA REPORT Page 1 --- Project Information --- Lab Number : 91-1139-01 Project No. : 56-1570 T90 Project Name : SOUTHERN STATES Cust. No. Manager: TOM BEGGS -- Sample Information --- Station ID RW-2 SAMPLE 1 Sampled Date/Time : 10/14/91 18: Matrix : W Received Date/Time : 10/17/91 10: Type GRAB Received From/By : PGG/LD Collector pGG Chain of Custody : 5345 Number of Containers 2 Remarks --- Test Data --- Parameter... ......................... Method.... Units pQL....... Results... Test Date Al -- INORGANIC CHEMISTRY RESULTS -- Nitrogen, Nitrate EPA 353.2 mg/l 0.05 89 Nitrogen, Nitrite 10/21/91 A; pH EPA 353.2 mg/1 0.05 . 0052 10/21/91 AF Specific Conductance EPA 150.1 units +/- 0.5 6.7 10 17 91 BC EPA 120.1 umhos 1 2400 10/21/91 GH Signed LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT F-46 Date 10/21/91 Page 1 Lab Number : 91-Ila9-02 Project No. : 56-1570 T90 Project Name : SOUTHERN STATES Manager: TOM BEGGS Station ID RW-2 SAMPLE 2 Matrix W Type GRAB Collector PGG Remarks : --- Project Information --- Cust. No. . --- Sample Information --- Sampled Date/Time : 10/15/91 06:1f Received Date/Time : 10/17/91 10:1( Received From/By : PGG/LD Chain of Custody 5345 Number of Containers 2 --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Aw -- INORGANIC CHEMISTRY RESULTS -- Nitrogen, Nitrate EPA 353.2 mg/l 0.05 110 10/21/91 AA1 Nitrogen, Nitrite EPA 353.2 mg/l 0.05 0.073 10/21/91 AA1 pH EPA 150.1 units +/- 0.5 6.5 10/17/91 BC Specific Conductance EPA 120.1 umhos 1 2800 10/21/91 GW Signed L�e?-0Sw'/ . LAW ENVIRONMENTAL NATIONAL LABORATORIES F-47 TEST DATA REPORT Date 10/21/91 Page 1 --- Project Information --- Lab Number : 91-1139-03 Project No. : 56-1570 T90 Cust. No. Project Name : SOUTHERN STATES Manager: TOM BEGGS Sample Information Station ID : RW-2 SAMPLE 3 Sampled Date/Time : 10/15/91 17:2! Matrix : W Received Date/Time : 10/17/91 10:11 Type : GRAB Received From/By : PGG/LD Collector : PGG Chain of Custody : 5345 Number of Containers 2 Remarks : --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Ani -- INORGANIC CHEMISTRY RESULTS -- Nitrogen, Nitrate EPA 353.2 mg/1 0.05 92 10/21/91 AA'. Nitrogen, Nitrite EPA 353.2 mg/l 0.05 0.096 10/21/91 AA: pH EPA 150.1 units +/- 0.5 6.2 10/17/91 BC Specific Conductance EPA 120.1 umhos 1 2700 10/21/91 GW Signed F-48 APPENDIX C Packer Test Data alp: is70-JLO F-49 PACKER -TYPE PERMEABILITY TEST DATA SHEET LAW ENGINEERING TESTING COMPANY JOB NAME: you lzir �**•e s JOB NO.: =(o— )57c DATA COLLECTED BY: DATE COLLECTED: WELL NUMBER: 'w-7 �{ Fez sev FLOW METER ID. NO.: ZZgss%�q �Re1�u�s=tip PRESSURE GAGE ID. NO.: 'Jb GAUGE CHECK CASING SIZE: HQ__ NQ<_ BX. N _ CASING LENGTH: 140 CHECK DATUM USED: TOP OF CASINGS GROUND SURFACE_ DATUM ELEVATION: LENGTH BETWEEN PACKERS: H.0 FT® TOTAL WELL DEPTH FROM DATUM: /(,q.s (A) WATER DEPTH FROM DATUM:' . ZS Ft, (B) GAGE HEIGHT ABOVE DATUM: �,g¢ (C) HYDROSTATIC HEAD [(A) + (B)]; g, 7 3 FT. (0) GAGE PRESSURE HEAD: TEST SECTION DEPTH (FROM DATUM) : FROM G Z. a TO 76 , o FT. 3Y. 2Z M AL HEAD: " s v FT. TOTAL Q : Z 33.5 GRL, AVERAGE Q 15.5 If there is outflow over casing during test, estimate the quantity (Qout): Actual flow (Q) into test section is equal to averse flow f Total head (H) is equal to hydrostatic head nlus nrpee11.-ft "�Oavg)tj - Is,outf-% Qout . I 1 PACKER -TYPE PERMEABILITY TEST DATA SHEET F-50 LAW ENGINEERING TESTING COMPANY JOB NAME: Sou-a,s�aN JOB N0.: - 70 DATA COLLECTED BY: � w DATE COLLECTED: I1 I 1 MELL NUMBER: w - FLOW METER I0. NO. Z =Q 58 `� PRESSURE GAGE ID. NO.: CHECK CASING SIZE: HQ__ NQ� B - NX CASING LENGTH: CHECK DATUM USED: TOP OF CASING '/' GROUND SURFACE DATUM ELEVATION: LENGTH BETWEEN PACKERS: `�.0 FT. TOTAL WELL DEPTH FROM DATUM: 16+- S (A) WATER DEPTH FROM DATUM: 6.57 FT. (B) GAGE HEIGHT ABOVE DATUM: 3•14o (C) HYDROSTATIC HEAD [(A) + (B)]: FT. (D) GAGE PRESSURE HEAD: PetxwF TEST SECTION DEPTH (FROM DATUM): FROM SI- Z TO 9 5.a FT. MN. RETER READING L GM REMARKS- L] 7 F•�•__ wMo cnPr:�••�� a �.s •Z _ Nn UZE / FIAT -)71E- f AGe-Lz5 AE: 46T -1 PACKER -TYPE PERMEABII TEST TOTAL HEAD: FT. TOTAL Q GRL. AVERAGE Q : If there is outflow over casing during test, estimate the quantity (Qout): Actual flow (Q) into test section is equal to average flow (Qavg) minus outflow Qout, Total head (H) is equal to hydrostatic head plus pressure head. H - (C) + (0). F-51 PACKER -TYPE PERMEABILITY TEST DATA SHEET LAW ENGINEERI14G TESTING COMPANY JOB NAME: L,oL)T-.4o , Ir JOB NO.: S<o- 15-70 DATA COLLECTED BY: DATE COLLECTED: :0111121 WELL NUMBER: FLOW METER ID. NO.: rI ZZ 5 = NEas�, • � `! ��Dyc75 =��=• PRESSURE GAGE I0. N0.: J 5 CHECK CASING SIZE: HQNQ BX_ NX_ CASING LENGTH: 4D CHECK DATUM USED: TOP OF CASING ✓ GROUND SURFACE DATUM ELEVATION: LENGTH BETWEEN PACKERS: I4, D FT, TOTAL WELL DEPTH FROM DATUM: (A) WATER DEPTH FROM DATUM: q FT- (B) GAGE HEIGHT ABOVE DATUM: 3 -z. (C) HYDROSTATIC HEAD [(A) + (8)]: y Z6 FT. (D) GAGE PRESSURE HEAD:° 7,7_-ssuRE TEST SECTION DEPTH ( FROM DATUM) : FROM SG , o TO .100.0 FT. TOTAL HEAD: FT. TOTAL Q : GRL. AVERAGE Q : G'. If there is outflow over casing during test, estimate the quantity (gout). Actual flow (Q) into test section is equal to averse flow G' q 9 (Qavg) minus outflow Qout . Total head (H) is equal to hydrostatic head nInc n.�pcepl ft tiama n - 1r.% . 11%, F-5 2 PACKER -TYPE PERMEABILITY TEST DATA SHEET LAW ENGINEERING TESTING COMPANY JOB NAME:JOB NO. DATA COLLECTED BY: ; --"Ili / ^- DATE COLLECTED: %r r ' a i WELL NUMBER: k {J-Z FLOW METER ID. NO.: `' 2 - -- PRESSURE GAGE ID. N0.: CHECK CASING SIZE: HQ_ Mom_ BX_ NX CHECK DATUM USED: TOP OF CASING GROUND SURFACE_ CASING LENGTH: 4-0 DATUM ELEVATION: F LENGTH BETWEEN PACKERS: .n FT. TOTAL WELL DEPTH FROM DATUM: I%4-, S (A) WATER DEPTH FROM DATUM: d .S7 FT. (B) GAGE HEIGHT ABOVE DATUM: f (C) HYDROSTATIC HEAD [(A) + (B)]: q, 125 FT. (D) GAGE PRESSURE HEAD: SZ;Sz IZCF� TEST SECTION DEPTH ( FROM DATUM) : FROM 9 S. O TO I 0 Q, J FT. , TIME MN. METER READING L GM REMARKS T -�y7 73 J n q T 'J ! 1-7 /01,7O. l o (0 9 '7�- �� f nq rr to q17 4q. � PACKER —TYPE PERMEAB ILI TEST . 15 lo61^46. J TOTAL HEAD : IX9.9 FT. TOTAL Q : / q -J GA.. AVERAGE Q : • �T 5 G If there is outflow over casing during test, estimate the quantity (gout): GE Actual flow (Q) into test section is equal to average flow (Qavg) minus outflow Qout . Total head (H) is equal to hydrostatic head plus pressure head. H = (C) + (0). F-53 PACKER -TYPE PERMEABILITY TEST DATA SHEET LAW ENGINEERING TESTING COMPANY JOB NAME: 4�0u7T+pgtj 7M-1 ES JOB NO.; 571-1;170 - DATA COLLECTED BY:gl)W IG--a _ DATE COLLECTED: 10 ! i Ig WELL NUMBER: 12W-2 FLOW METER ID. NO.: PRESSURE GAGE ID. N0.: US (- � CHECK CASING SIZE: NQ__ Mom_ BX_ N _ CASING LENGTH: CHECK DATUM USED: TOP OF CASING GROUND SURFACEDATUM ELEVATInN. LENGTH BETWEEN PACKERS: 0 FT. TOTAL WELL DEPTH FROM DATUM: IA. S (A) WATER DEPTH FROM DATUM: �• S FT. (8) GAGE HEIGHT ABOVE DATUM: (C) HYDROSTATIC HEAD [(A) + (B)]: 92-FT. (D) GAGE PRESSURE HEAD: D3 PSj TEST SECTION DEPTH (FROM DATUM): FROM jrJ9.% TO ('22-9 FT® � • `I I'E.' TOTAL HEAD: . 2- FT. TOTAL Q d . `7 GRL. AVERAGE Q 7.4 If there is outflow over casing during test, estimate the quantity.(Qout). Actual flow (.Q) into test section is equal to averse flowQavg) Total head (H) is equal to hydrostatic head Aire n 9�, Qc.._e (12 - t o - `o. 2% Qout . PACKER -TYPE PERMEABILITY TEST DATA SHEET F-54 LAW ENGINEERING TESTING COMPANY JOB NAME: 1r JOB N0. ; i 57n DATA COLLECTED BY: TtWICC, DATE COLLECTED: ! oI to /or ! WELL NUMBER: r w-2 FLOW METER ID. NO.: 'l -2 q-- PRESSURE GAGE ID. 140.: 'JS GiW G—E CHECK CASING SIZE: HQ__ NO BX® NX_ CASING LENGTH: CHECK DATUM USED: TOP OF CASING GROUND SURFACE_ DATUM ELEVATION: LENGTH BETWEEN PACKERS: 1 -.o FT. TOTAL WELL DEPTH FROM DATUM: t�+ 5 (A) WATER DEPTH FROM DATUM: Co. 47 FT- (8) GAGE HEIGHT ABOVE DATUM: a , 8 7 (C) HYDROSTATIC HEAD [(A) + (8)1: -5-3q Fr. (D) GAGE PRESSURE HEAD: 33 PSI - TEST SECTION DEPTH (FROM DATUM): FROM I a. fc, TO ZCL-( FT. 7(a• /3 -fe .ME 7RIFT METER READING- M R R D /o C'�lS�. o 9• Z 110 s� s y' 57 2 8.6 3 109 148 3. 1 8.9 y /aI q92. a 8.� 5 0 (o 1095D1.0 7 /1915/7.3 $.3 � ►0�52�. � g.2 I� lag 5 `t2.2 S. z ►01 5 c5o . -L{ 7.8 l2 10955-5.Z o3 101 tr&(, S $' 1 f l p 9 97q.7 PACKER —TYPE PERMEAB I: TEST g . ( 15 �0�5gZ.� TOTAL HEAD: 756 FT. TOTAL Q : IZ7. 2 GRL. AVERAGE Q : 8.48 If there is outflow over casing during test, estimate the quantity (gout): Actual flow (Q) into test section is equal to average flow (Qavg) minus outflow Qout. Total head (H) is equal to hydrostatic head plus pressure head. H = (C) + (D). F-55 PACKER -TYPE PERMEABILITY TEST DATA SHEET LAW ENGINEERING TESTING COMPANY JOB NAME: SovTMom -.5 JOB NO.: 5(6-157C DATA COLLECTED BY: TDw DATE COLLECTED: to /OIq/ WM NUMBER: {iw-Z �- FLOW METER I0. NO.: 72Z S SS * PRESSURE GAGE I0. NO.: v s C74V67E CHECK CASING SIZE: HQ_ ly ` g _ NX_ CASING LENGTH: �d CHECK DATUM USED: TOP OF CASING ✓ GROUND SURFACE_ DATUM ELEVATION: LENGTH BETWEEN PACKERS: 1q.0 FT. TOTAL WELL DEPTH FROM DATUM: l(Oq• 5 (A) WATER DEPTH FROM DATUM: Go FT. (B) GAGE HEIGHT ABOVE DATUM: (C) HYDROSTATIC HEAD [(A) + (g)]; r p,E,p FT. (0) GAGE PRESSURE HEAD: 3 TEST SECTION DEPTH ( FROM DATUM) : FROM I �.�}-- TO l S0.4- FT. TOTAL HEAD: l ' 6•' I FT. TOTAL Q 7`i� GRL. AVERAGE Q : 6 Z. G If there is outflow over casing during test, estimate the quantity (gout). Actual flow (Q) into test section is equal to averse flow G: 9 (Qavg) minus outf ow Qout . Total head (H) is equal to hydrostatic head DIus er@Sr-' ho,a u - IM �� F-56 PACKER -TYPE PERMEABILITY TEST DATA SHEET LAW ENGINEERING TESTING COMPANY JOB NAME: JOB NO.: 50- ►s70 DATA COLLECTED BY: 7�W%( 3r DATE COLLECTED: " Ob ) I 1 WELL NUMBER: /mow - 2 FLOW METER ID. NO.: 2Zd $4 PRESSURE GAGE ID. NO.: VS ( ; CHECK CASING SIZE: HQ N_ X4t N _ CASING LENGTH: --p CHECK DATUM USED: TOP OF CASING / GROUND SURFACE_ DATUM ELEVATION: LENGTH BETWEEN PACKERS: 14,o FT. TOTAL WELL DEPTH FROM DATUM: (A) WATER DEPTH FROM DATUM: o. L3 FT. (B) GAGE HEIGHT ABOVE DATUM: (C) HYDROSTATIC HERO [(A) + (B)I: 9,1 g FT. (0) GAGE PRESSURE HEAD: -39 Ps TEST SECTION DEPTH (FROM DATUM): FROM I ,4- TO 16L4_ FT. _ MN. METER READING L GM REMARKS 01092 S, 3 p r 09 $ z t o 28 6: . -%eE onr PACKER -TYPE PERMEABI; TEST TOTAL HEAD: $ FT. TOTAL Q : O.o GAL AVERAGE Q : 0.0 If there is outflow over casing during test, estimate the quantity (Qout): Actual flow (Q) into test section is equal to average flow (Qavg) minus outflow Qout Total head (H) is equal to hydrostatic head plus pressure head. H s (C) + (0). 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I !. !. I !. I I j lr allr r 0 F-61 STEP DRAWDOWN TEST DATA SE2000 SE2000 SE2000 input input input (1) (2) (3) ELAPSED TIME SINCE (1) (2) (3) STEP TIME PUMP TURNED ON drawdown rw2 drawdown It' drawdown '0' 24 19.941 11.321 8.40E 104 -13.541 -4.681 -1.63 26 20.074 11.40E 8.432 106 -13.674 -4.7ea -1.95E 28 20.213 11.49 8.48E 108 -13.813 -4.85 -1.99 30 20.308 11.571 8.514 110 -13.908 -4.931 -2.038 32 20.409 11.643 8.601 112 -14.009 -6.003 -2.095 34 20.61 11.715 8.603 114 -14.11 -6.075 -2.127 36 20M8 11.787 8.047 11a -14.196 -6.147 -2.171 38 20.68 11.853 8.685 118 -1422 -5213 -2209 40 20.76E 11.91E 8.723 120 -14.36E -6276 -2247 42 20.832 11.975 8.768 122 -14.432 -6.336 -2282 44 20.901 12.028 8.742 124 -14.501 -6.392 -22M 415 20.9E5 12.094 8.931 126 -14.505 -6.454 -2.355 48 21.028 12.138 8.8E9 123 -14.628 -5.492 -2.393 50 21.085 12.188 8.901 130 -14.685 -6.548 -2.425 52 21.135 12232 8.932 132 -14.735 -6.502 -2.45E 54 21.192 1227E 8.981 134 -14.792 -5.63a -2.495 58 21224 12.31E 8A83 130 -14A24 -6.676 -2.507 58 21274 12.354 9.008 139 -14A74 -6.714 -2.532 60 21.331 12.392 9.03 140 -14.931 -5.752 -2.554 152 21.3E9 12.429 9.049 142 -14AW -6.799 -2.573 64 21.407 12.47 9.008 144 -16.007 -6.23 -2.502 EQ 21.47 12.501 9.087 140 -15.07 -6.961 -2.a11 68 21.445 12.632 9.10E 148 -15.045 -5.992 -2.83 70 21.527 12.564 9.128 150 -15.127 -6.024 -2.66 72 21.565 12JM 9.149 152 -15.166 -6.958 -2.672 74 21.50 12.63 9.184 154 -15.10 -6.99 -2.E88 76 21.628 12.658 9.193 150 -15.228 -6.018 -2.707 78 21.653 12.028 9202 159 -15253 -a.046 -2.726 80 21.085 12.711 9217 ISO -15285 -0.071 -2.741 0 21.E97 12.711 9217 180 -162" -6.071 -2.741 0.0083 21.729 12.708 9217 100.0083 -15.329 -•a.068 -2.741 0.0168 21.754 12.711 9217 1E0.01E6 -15.364 -a.071 -2.741 0.025 21.754 12.711 9.221 100.025 -15.354 -0.071 -2.745 0.0333 21.773 12.711 9221 160.0333 -15.373 -6.071 -2.745 0.0416 21.805 12.711 9.221 160.0416 -16.405 -6.071 -2.746 0.05 21.855 12.711 9221 160.05 -15.455 -a.071 -2.745 0.0583 21.83E 12.711 9.221 160.0683 -16.438 -a.071 -2.745 0.0666 21.868 12.711 9.221 180.0680 -16.468 -a.071 -2.745 0.075 21.849 12.711 9221 180.076 -15.449 -a.071 -2.745 0.0833 21.866 12.711 9221 160.0833 -15.486 -a.071 -2.745 0.1 21.874 12.711 9221 160.1 -15.474 -a.071 -2.745 0.116E 21.993 12.711 9221 160.1166 -15.493 -a.071 -2.745 0.1333 21.88 12.711 0221 160.1333 -15.48 -4.071 -2.745 0.15 21.887 12.711 9.221 180.15 -15.427 -a.071 -2.745 0.1156E 21.80 12.711 9221 160.16156 -15.499 -4.071 -2.745 0.1933 21.80 12.714 9221 160.1833 -15.499 -6.074 -2.745 0.2 21.012 12.714 9221 1E02 -15.512 -6.074 -2.745 0.2166 21.958 12.714 9221 160216E -16.65E -8.074 -2.745 0.2333 21.950 12.714 9.221 1802333 -15AW -4.074 -2.745 0.25 21.963 12.714 9221 10025 -15.1m -0.074 -2.745 0.215156 21.975 12.714 9221 1602E66 -15.675 -a.074 -2.745 0.2833 21.944 12.714 9221 1602833 -15.544 -a.074 -2.745 0.3 21.994 12.714 9221 100.3 -15.694 -a.074 -2.745 0.31158 22.007 12.714 9221 160.3166 -15.007 -6.074 -2.746 0.3333 21.994 12.714 9221 160.3333 -15.694 -a.074 -2.745 N N N N N N N N N N N N N N N N N N N 1 N N N N N N N N N N N C11, N N N N N 1 N N N N N N N N N M t N N l+j�j N UL 1 ill V 43 �T?T'��T'P'�T4TT�4TgTTT4Tq�T'PR4gTTTT�Y°PT�TT'PTY'PY'P4 i 4' i 4^4i 4^I ^1i' ; 'It OR .- W Yi 16 1a to io w w 10 0 to 0 o O 4d O o 0 0 0 0 0 0 0 n l: I: n r: n r: r: P. co m w C® co ci o o 0 0 0 of of W o of of `3 =08$ $$ �s � s sg gas s�g8css $�-----s------acssss ss w®8 Be as 00�00 00"0% t "'ate p R F- p ' 8 a rn � a co ,ld C `N'� W 0 W O W 0 0 0 W 0 0 O co W O Go O a) cm co (a co 0 0 0 0 W m® N O O O O O O W Ol O 0 0 0 0 0 0 0 tIn JCL �� C4NN � �� s ss �s® ass".ss sss$s s� sss s�s o N N N N NW N N N N N N N N N N N N N N NI N N N N N N N N M 6 0 C7 0 O! C9 @9 6 C9 ri Cq Crj pj Cy 6 44ta � O ?1�� NWj ��d �O} N ld �Od �Nd �Nd td ld �y �y �y N l�� gQ�O�yp N� N N co qn O O O O m ��ggOapp 11p®��p S co � C v S S N `- a `� v S `� "' `� •`� •� N N lid N N N N N N N N S N N N N N N N N N N N N N S S N N N N N N N N N N N W ®® ® {� q p �y y p a o pp a 0 6D n p O fm N l9 S� 2 n M S N N N� a �' U O® '� n 0 C® w O N a O CO O N R O co M C'1 l+J l'9 9cc O V V V V 'V (DD Oco IICC""97)) CD l'Ml M �" r' N N N N N fn F-63 STEP DRAWDOWN TEST DATA SE2000 SE2000 SE2000 input input input (1) (2) (3) ELAPSED TIME SINCE (1) (2) (3) STEP TIME PUMP TURNED ON dmwdown rw2 dnwdown Of dnwdown'0' 50 28.485 14.082 9.801 210 -20.025 -7.442 -3.125 52 28.58 14.116 9.804 212 -20.16 -7.476 -3.128 54 28.698 14.132 9.62 214 -20.180 -7.492 -3.144 58 26.649 14.16 9.ew 210 -20.249 -7.52 -3.167 58 26.687 14.188 9.642 218 -20.287 -7.548 -3.166 so 26.725 14.22 9.658 220 -20.325 -7.52 -3.132 62 26.798 14.242 9.667 222 -20.388 -7.002 -3.191 84 2e.82 14.257 9.677 224 -20.42 -7.017 -3.201 ee 26.839 142M 9.09 220 -20.430 -7.839 -3.214 88 26.889 14.307 9.00 228 -20.489 -7.867 -3.= 70 27.066 14.329 9.709 230 -20.666 7.669 -3233 72 27.034 14.348 9.721 232 -20.034 7.708 -3.245 74 27.028 14.37 9.731 234 -20.628 -7.73 -3265 76 27.063 14.389 9.74 238 -20.663 -7.749 -3.264 78 27.085 14.407 9.75 238 -20.895 -7.787 -3274 80 27.091 14.432 9.750 240 -20.091 -7.792 -3.293 0 27.079 14.438 9.759 240 -20.6M -7.796 -32M 0.0083 27.11 14.432 9.750 240.0093 -20.71 7.792 -3283 0.0166 27.148 14.432 9.750 240.0108 -20.748 -7.792 -3.293 0.025 27.173 14.432 9.750 240.026 -20.773 -7.792 -3.283 0.0333 27.192 14.432 9.759 240.0333 -20.792 -7.792 -3283 0.0416 27211 14.438 9.750 240.0416 -20.811 7.706 -3283 0.05 27.262 14.432 9.750 240.05 -20A62 7.702 -3293 0.0583 27.287 14.432 9.759 240.0593 -20487 -7.792 -3283 0.0886 27.306 14.432 9.769 240.0666 -20.906 -7.792 -3.283 0.075 27.318 14.432 9.750 240.075 -20.918 -7.792 -3283 0.0833 27.312 14.430 9.750 240.0833 -20.912 7.798 -3.= 0.1 27.337 14.432 9.759 240.1 -20.937 -7.792 -3.M 0.1186 27.356 14.430 9.759 240.1160 -20.958 -7.796 -3283 0.1333 27.383 14.436 9.759 240.1333 -20.983 -7.796 -3293 0.15 27.401 14.438 9.759 240.15 -21.001 -7.706 -3283 0.1668. 27.407 14.438 9.759 240.1686 -21.007 -7.796 -3283 0.1833 27.42 14.436 9.769 240.1833 -21.02 -7.798 -3293 0.2 27.432 14.432 9.759 2402 -21.032 -7.792 -3.= 0.2166 27.445 14.430 9.750 240.2166 -21.045 7.796 7283 0.2333 27.451 14.430 9.759 2402333 -21.051 -7.796 -3293 0.25 27.47 14.436 9.759 240.25 -21.07 -7.798 7283 0.2668 27.489 14.436 9.759 240.26M -21.089 -7.796 -3.293 0.2833 27.502 14.436 9.759 2402833 -21.102 7.796 -3293 0.3 27.508 14.438 9.769 240.3 -21.102 -7.706 -3293 0.3166 27.521 14.438 9.759 240.3160 -21.121 -7.796 -3.M 0.3333 27.533 14.430 9.750 240.3333 -21.133 7.706 7283 0.4168 27.803 14.430 9.759 240.4168 -21.= -7.790 -3283 0.5 27.641 14.430 9.750 240.5 -21241 -7.796 -3.283 0.5833 27.697 14.439 9.759 240.6833 -21297 -7.799 -3293 0.6668 27.761 14.4= 9.762 240.6666 -21.361 -7.799 -3286 0.75 27.805 14.439 9.782 240.75 -21.405 -7.799 -3286 0.8333 27.856 14.432 9.702 240.8333 -21.456 -7.799 -3286 0.9166 27.897 14.442 9.762 240.9166 -21.497 -7.202 -3.288 1 27.937 14.442 9.782 241 -21 AV -7.902 7286 1.0833 27.982 14.442 9.762 241.0833 -21.592 -7.602 -3286 1.1668 28.019 14.442 9.782 241.1866 -21.619 -7.802 -3286 1.25 . 28.064 - . 14.442 9.782 24125 =21.884 -7.802 ' . -3286 1.3333 28.114 14.442 9.782 241.3333 -21.714 7.902 -3.M 1.4166 28.139 ' 14.445 9.700 241.41W -21.739 -7.905 -329 .y mm ®® ®® to VN� WN WN to pe AA pp W W 4� W1,� 4wf p0� co QO®1 tOW�o m A N O 0� O A N O Oo O A N� po O A N O Oo O A N O�� A N 0 0 0 A N O f71 O vl 0 Il1 V 111 6l UI N N A N W !A N O W N O W 1!� m O O O g O O i0 V W NW ONo p+ v 1J A A J• A t p. S. 0, A Aiin A+ y 7 �II 0 0 0 0 0 0 0 O 0 0 0 O Olow w O r p® N 60 m m 0 0 f0 O O O g 0 0 0 0 0® O O O O O O O O O O O O O O O O N N N N N N N N r r+ r N O a i p a i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 11 1 I l� r o a i b�bbbbb�bbbbbbbbb�bbbbd�d�� Vd�d�bbbbd�000�®5.1�.1.1.1.1.1.1.1«««.1.1.1.1.1� �• fA 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 m OI 6P1 A 171 W 111 N s W U 1!1 O W iN7� W+ till W 17N ® O fe1 O W W O N W p1 W O W W W tOA O W th W W O O ca co �yppp qJ u® � � OD + + O � �j W+ fa V Epp �Gp 111 V �j � �j o +V �p ® �j pCp T �f G9 � � � -+ � W �p N $ OI � O+i O In of p+� + p+ " •ci + O+ O A N W� O+D �++ •W+'® III W V W W 1!! �+ O W V W 1� tl� O W� W A A O+ � r V+ + •a + W V� O _ y + + r J + + J J .d + J + + + + y 0 0 0 0 0 0 ++++ 0 0 0 0 0 0 0 0 0 0 O O+ 0 0+ O 0 0 + 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 W y +++ ++ .a +++ .♦+r +++ O O O O O O W+W �W�a �WW .W�a� w�+a .a W+W W+W .WWa W��a 0 W+ 0 0 ® tl� O W (a t A t+•+ O g O O W� O W W W 6f � W W V W V V W� W V V W W V V W W V V V V V V V W V V V V � A _ m r rN �8 0 bra ®y bgatat$sg$ Ins+ _m if ��s��•o m a bibi��i�o j�iwabia bioPi�oi�ro a n is bb bbbbbbbbbbbbbbbbbbbbbbbbbblbbbb�bbbbbbbbbbbbbbbbbbbb�V a r E %�la�la�lala faralala��ia��iaiaia wiaraiaialalalaialalalalalalavaialawiaia�ala�alaialala�alaialaia�v all 'Tl ` w ea. w a CL a P P P P P P P P P P P r PCR C O O O O G O O O OP O O O P O 0 0 0 0 0 0 0 0 0® O O O O O m W O 0 �- .- y r- RR . P Y N 104 O 4 ly C �N" O® P O O YI NI 1f) Y1 1p YI ^ �► [9 lV P P P P PP P P P O O O O 0 O O P P P W P CA M q$ a O O !D M i O AD n O N C N N N N N N IN N RA, H v' O O N N P P P P O O O O O O O W a O y r r r r P r P P P r P r w m W I- w wM W wO N- ON U) h N N N N O N M 0 O ® 0 !fl N V N W O H O 0 a0 W^^ � - �- a w t; . F-67 ATTACHMENT!!B 0ISGHARGE MEASUREMENT F' i EL_D DATA SHEET ELAPSED FLOW FLOW TIME METER RATE OBTAINED GAUGE nATI: TIME (MIN) READING (GPM) BY PRESSURE (PSI) A 14: t3 20 ' 3t. L mac.} 1 1L� , 14;�9 2:c� � 34'1so T 14=31 36.S 7Dw 16�w 634 C . t4 : 35 14.40 ? 6.2 I L2 4,5 3s3z� 3 .4- T� w i 62 675'1 Z.'1 L. b T'Dw 162 59 35 �35 34 .`1 Tl)w I L� s 3 .0,.1 o �, (.-I T-Dw �% � 7 b i F-68 / ATTACHMENT B DISCHARGE MEASUREMENT F= 1 EL_D DATA SHEET ELAPSED FLOW 'FLOW TIME METER RATE OBTAINED GAUGE DATF TIME IMll►I1 DCenIkid- to-oul .,., lohI � .4 TDw �2 t 5: 35 Tbw 63 rl 16 ? TDw I(,2 6571-74- ��.m. 63 4 9. 55 o J act 13.E 40 �3 4o3 1 3'7 457 - 132 7� w 13 z 3l qS2 Ss,o W - 1322 �3833 13 0 16 : 02 3$ l 5, o 7>0 136 • 16 , 0 � 63 8S`�o 51&0 T1w 120 I 3 °► 0 54- Q 1 0 3 �.6.1 � 39 374 54-, $ Tz u • 43 3q q-0 l q•4- 3-D i �r 0ISG1-1ARGE MEASUREMENT PI EL_0 DATA SHEET ELAPSED FLOW FLOW TIME METER RATE noTF TIME (MINI READING (GPM) F-69 ATTACHMENT B OBTAINED GAUGE BY PRESSURE (PSI) FAEASM � 1 • i 1 F-70 G.O DISCHARGE MEASUREMENT 0 1= i ELD DA.TA SHEET ELAPSED FLOW FLOW TIME METER RATE DATE TIME (MINI RFaniiir. fr.ouI ATTACHMENT B OBTAINED GAUGE QV sscre-flnr ►nres I � • � • IS - • 46 , , • ' , I i 1 JWN • • .� v • Iw`-"-J F-71 15 ATTACHMENT B pISGHARGE MEASUREMENT FI EL.0 DATA SHEET ELAPSED FLOW FLOW TIME METER RATE OBTAINED GAUGE neTF, TIME (MIN) READING (GPM) RY PRESSURE (PSI) �o� F-72 G t= 0 U N 0— %V A T EE R L I` U E L p A -r A ATTACHMENT A N.P. ELEV. (FT. -MSL1 CHECKED BY PROJECT 5ovrrt��u s p< INITIAL STATIC W.L. FROM '.1.P. (FT.) WELL NO. INITIAL W.L. ELEVATION (FT.-A,ISL1 TYPE TEST Srcp �eawpo....► _ START DATE/TIME to FOOT ELAPSED. MARK WATER ELEV. OBTAINED TIME HELD WETTED LEVEL BELOW OF WATER DRAW ' SURFACE BY TIME (MIN.) AT M.P. TAPE M.P. DO'k'N FT. (FT.) 13:01135 ' — 2.00 , 82 �6� a 14.53 n�sU 'D� b'. 29 2• ®o . � �• P�� ; :,ran I � : {5 2• oo , 0 3 . Y • I I � F-73 ATTACHMENT A G:-'.�UlVp—titi'ATER LEVEL pAi•A M.P. ELEV. (FT. -NISL) CHECKED BY PROJECTS:-,v7-r+-c-mm 5T 5 INITIAL STATIC W.L. FROM M.P. (FT.] WELL NO. INITIAL W.L. ELEVATION (FT.-IvISL) TYPE TEST � �-De�w+.x,,.„_ START DATE/TIh1E I' FOOT WATER ELEV. ELAPSED. MARK LEVEL OF WATER DR=W OBTAINED TIME HELD WETTED BELOW SURFACE DOWN BY TIME (MIN.) AT M.P. TAPE " a cT reT I F-74 G:->UNp—titi'ATER LEVEL DATA ATTACHMENT M.P. ELEV. (FT.-\ISL)_ CHECKED BY PROJECT INITIAL STATIC W.L. FROM '.I.P. (FT.) WELL NO. • t�w- 3 INITIAL W.L. ELEVATION (FT.—tvISL) TYPE TEST 5r�—p—D�rtwDc�+.�� _ START DATEITINIE Iob, FOOT WATER ELEV. ELAPSED MARK LEVEL OF WATER DR.=W OBTAINED TIME HELD WETTED BELOW SURFACE DO'h'N BY TIME (MIN.)- AT M.P. TAPP .. C .-� F-75 M.P. ELEV PROJECT G r= 'DUN 0— %V A T E R LEVEL- D A T-A ATTACHMENT A (FT.-11SL) CHECKED BY 5ovn„eena `-"TeS INITIAL STATIC W.L. FROM '.I.P. (FT.) WELL NO. .)C(o5W`7..F.. INITIAL W.L. ELEVATION (FT.-MSLJ TYPE TEST STE , 72hwDavN _ START DATEITIME % 91 FOOT WATER ELEV. ELAPSED. MARK LEVEL OF WATER DR.=W OBTAINED TIME HELD WETTED BELOW SURFACE , DO'A'N BY TIME (MIN.) AT M.P. TAPE M P cT rrr I ��mff mill F-76 G DUNp—%%'ATER LEVEL pA-rA ATTACHMENT M.P. ELEV. (FT.-.%ISL)_ CHECKED BY PROJECT-OUT*lcRw �rr�L-S _ INITIAL STATIC W.L. FRO,U '.1.P. (FT.) WELL NO. .�65W 7 IGII INITIAL W.L. ELEVATION (FT.-bISL) TYPE TEST —4TE? ">ZA+j-D jAj START DATEITIME %q1 FOOT WATER ELEV. ELAPSED. MARK LEVEL OF WATER DR.=W OBTAINED TIME HELD WETTED BELOW SURFACE 0O'14'N BY TIME (MIN.) AT M.P. TQPF .w o ..� ., Mum �� a F-77 APPENDIX E Aquifer Test Data • Drawdown-Elapsed Time Plots • Log -Log Plots (RW-2, RW-3, K65W7"H", K65W71II") • Field Data and Calculations F-78 • Drawdown-Elapsed Time Plots ctp:is7aJM 0.06 0.05 0.04 0.03 0.02 0.01 0 -0.01 -0.02 -0.03 -0.04 -0.05 R W-1 DRAWDOWN vs. ELAPSED TIME 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 (Thousands) ELAPSED TIME (MINUTES) V CO p LL z 3 O 0 a o: 0 0 -1 -2 -3 -4 -5 RW-2 DRAWDOWN vs. ELAPSED TIME 0 0.2 0.4 0.6 0.8 1 (Thousands) ELAPSED TIME (MINUTES) 1.2 1.4 1.6 1.8 co O DRAWDOWN (FEET) IoV bo,obbbb,b000.00.oo..00 .oGW 0-4 O M A y No- O m-4 0 Nb 0 N 0 0� 0 O IV O m CD r a CA m v —4_o ao m o Rc ao d ca m� co IV O m v a v 0 z /� 14 p >w CA m v 3 m l8-4 0 -0.01 b V ' -0.03 z 0 O 3 -0.04 a oc 0 -0.05 -0.07 K65W7A DRAWDOWN vs. ELAPSED TIME 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 (Thousands) ELAPSED TIME (MINUTES) C. N (7 -0.01 W -0.02 t,. -0.04 K65W7B DRAWDOWN vs. ELAPSED TIME 0.2 0.4 0.6. 0.8 1 1.2 1.4 1.6 1.8 (Thousands) ELAPSED TIME (MINUTES) DRAWDOWN (FEET) O. :. L. " o b b O b b b b b b IV w 0-4 0 0 .A W N�� w 0-4 00-N 0 N� O � O) IV CA m v O mo z� m� y i� c� 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 -0.01 0 K65W7D DRAWDOWN vs. ELAPSED TIME 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 (Thousands) ELAPSED TIME (MINUTES) C. Ln 0.02 0.01 C -0.01 -0.02 -0.03 -0.04 -0.05 -0.07 K65W7E DRAWDOWN vs. ELAPSED TIME 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 (Thousands) ELAPSED TIME (MINUTES) C. M -2 -3 -4 -5 -6 -7 -8 K65W7F DRAWDOWN vs. ELAPSED TIME 0 0.2 0.4 0.6 0.8 1 (Thousands) ELAPSED TIME (MINUTES) 1.2 1.4 1.6 1.8 co V f= w w W Z O a Q: 0 0.5 0 -0.5 -1 -1.5 -2 -2.5 -3 -3.5 -4 -4.5 0 K65W7G DRAWDOWN vs. ELAPSED TIME 0.2 0.4 0.6 0.6 1 (Thousands) ELAPSED TIME (MINUTES) 1.2 1.4 1.6 -n 1.8 J. co �] -0.05 "1 -0.15 -0.2 -0.25 -0.3 -0.35 -0.4 -0.45 4 0 K65W7H DRAWDOWN vs. ELAPSED TIME 0.2 0.4 0.6 0.8 1 (Thousands) ELAPSED TIME (MINUTES) 1.2 1.4 1.6 1.8 .� 0 -0.1 -0.2 W w L Z -0.3 0 3 a ® -0.4 -0.5 -0.6 K65W71 DRAWDOWN vs. ELAPSED TIME 0 0.2 0.4 0.6 0.8 1 (Thousands) ELAPSED TIME (MINUTES) 1.2 1.4 W, 1.8 In 0 F-91 • Log -Log MIS c1p:0704M 100.1 10.0 1.0 0.01 0.001 0 0 r/D = 0.2 u = 1.0 W(u,r/D) = 1.0 RW-2 ' - LOG - LOG PLOT MATCH POINT 0.001 0.01 0.1 1.0 10.0 100.0 1,000.0 ELAPSED TIME (MINUTES) 10,000.0 ^' MATCH POINT s=2.85ft. t=0.7min. 0.1 H W W 0.01 Z 3 0 0 cc 0 0.0001 .o 0 r/D = 0.7 u = 1.0 W(u,r/D) = 1.0 i RW-3 LOG - LOG PLOT MATCH POINT 0.001 0.01 0.1 1.0 10.0 100.0 ELAPSED TIME (MINUTES) 1,000.0 MATCH POINT s = 0.11 ft. t = 20.5 min. 1. In .01 .001 K65W7"H" LOG - LOG PLOT MATCH POINT - T 1 1 10 100 1,000 10,000 r/D = 0.08 MATCH POINT ELAPSED TIME (MINUTES) u = 1.0 s = 0.5 ft. W(u,r/D) = 1.0 t = 80 min. 10.0 1.0 .01 1 r/D = 1.6 u = 1.0 W(u,r/D) = 1.0 10 K65W7"1" LOG - LOG PLOT MATCH POINT 100 1,000 ELAPSED TIME (MINUTES) 10,000 -n MATCH POINT o' s=1.4ft. t = 220 min. • Field Data and Calculations dp:is704W F-96 OPP pp 0 0 0 0 0 0 0 0 0 0 0 0 o OD UI A W N 4 W1 r ®mON f0�0 j -' f0 m ftO* O pail 'M ± f4Wf� j 4" N O IWV � (.7 O f.Wf r WO O O C O O O O O in m 6 to OI A m W m N w W N W W N v D N� (WJ W W J� W fV71 O! W N� W� Gt W W fNll W�6 W N 0 W f0/� W W 4Ni .3 CCO3 O m C y m R m n 5 O N r r J cc O o coo 00 0.0 00 00 O 00 00 00 R9 tll A W N m OD r OD r '� wW W fpD (OW.D O 4®1 IV o N 1_N o :+ o C Cp O C 1 O,� o O O C ® C 8 '-1 ccm ®� W� �C7 pU IN ® t!N UI in A in W in hl �N,f W (W tV11 O In W U�i w W J W W N fl9 W W fJ W 65 N W tl� W O W � W W Z M (V1� W M W W (N7� O - o M D Z �98Z J J J J r J J J r J r J J r r r r �ri r J r r r J r �r1 r �yrpr r r J r r r IZJw r r r r r J r J r r r J J J r J r v Z C v 111 F-98 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-1 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 7 7 1.468 0 7.5 7.5 1.458 0 8 8 1.458 0 8.5 8.5 1.458 0 9 9 1.458 0 9.5 0.5 1.455 0.003 10 10 1.458 0 12 12 1.455 0.003 14 14 1.455 0.003 18 to 1.451 0.007 18 18 1.451 0.007 20 20 1.451, 0.007 22 22 1.455 0.003 24 24 1.455 0.003 26 28 1.455 0.003 28 28 1.455 0.003 30 30 1.458 0 32 32 1.458 0 34 34 1.458 0 36 38 1.468 0 38 38 1.458 0 40 40 1.458 0 42 42 1.456 0 44 44 1.458 0 40 46 1.456 0 48 48 1.458 0 50 50 1.458 0 52 52 1.461 -0.003 54 54 1.458 0 5e 56 1.401 -0.003 58 58 1.481 -0.003 80 80 1.461 -0.003 62 82 1.461 -0.003 64 64 1.461 -0.003 68 N 1.461 -0.003 e8 68 1.481 -0.003 70 70 1.484 -0.008 72 72 1.464 -0.000 74 74 1.484 -0.006 76 76 1.464 -0.006 78 78 1.484 -0.000 80 80 1.467 -0.009 82 82 1.467 -0.009 84 84 1.467 -0.009 Be 88 1.454 -0.008 88 88 1.467 -0.009 90 90 1.467 -0.009 92 92 1.467 -0.009 94 94 1.467 -0.009 96 96 1.467 -0.009 Be Be 1.464 -0.006 100 100 1.467 -0.009 105 105 1.467 -0.009 110 110 1.407 -0.009 115 115 1.467 -0.009 F-99 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-1 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 120 120 1.47 -0.012 125 125 1.47 -0.012 130 130 1.47 -0.012 135 135 1.474 -0.010 140 140 1.47 -0.012 145 145 1.47 -0.012 150 150 1.47 -0.012 155 155 1.47 -0.012 180 180 1.47 -0.012 165 165 1.47 -0.012 170 170 1.47 -0.012 175 175 1.474 -0.010 180 180 1.47 -0.012 185 185 1.474 -0.016 190 190 1.47 -0.012 195 195 1.47 -0.012 200 200 1.47 -0.012 205 205 1.474 -0.010 210 210 1.474 -0.018 215 215 1.47 -0.012 220 220 1.474 -0.016 225 225 1.474 -0.016 230 230 1.474 -0.016 235 235 1.474 -0.010 240 240 1.474 -0.016 245 245 1.474 -0.010 250 250 1.474 -0.010 255 255 1.474 -0.010 280 280 1.474 -0.018 265 285 1.474 -0.018 270 270 1.474 -0.016 275 275 1.474 -0.016 280 280 1.474 -0.016 285 285 1.474 -0.018 290 290 1.474 -0.016 295 295 1.474 -0.016 300 300 1.474 -0.016 305 305 1.474 -0.016 310 310 1.474 -0.018 315 315 1.474 -0.016 320 320 1.477 -0.019 325 325 1.477 -0.019 330 330 1.48 -0.022 335 335 1.474 -0.016 340 340 1.477 -0.019 345 345 1.474 -0.016 350 350 1.474 -0.010 355 355 1.477 -0.019 360 380 1.477 -0.019 385 365 1.477 -0.019 370 370 1.474 -0.016 375 375 1.474 -0.016 380 390 1.477 -0.019 385 385 1.474 -0.010 390 390 1.477 -0.019 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-1 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 395 395 1.477 -0.019 400 400 1.474 -0.016 405 405 1.477 -0.019 410 410 1.477 -0.019 415 415 1.477 -0.019 420 420 1.477 -0.019 425 425 1.477 -0.019 430 430 1.477 -0.019 435 435 1.48 -0.022 440 440 1.477 -0.019 446 445 1.48 -0.022 450 450 1.48 -0.022 455 465 1.48 -0.022 460 460 1.48 -0.022 465 46.9 1.48 -0.022 470 470 1.483 -0.025 475 475 1.493 -0.025 480 480 1.488 -0.028 485 485 1.486 -0.028 490 490 1.49 -0.032 495 495 1.49 -0.032 500 500 1.493 -0.036 505 505 1.493 -0.035 510 510 1.493 -0.036 515 515 1.496 -0.038 520 526 1.496 -0.038 525 525 1.496 -0.036 530 530 1.499 -0.041 535 535 1.502 -0.044 540 540 1.506 -0.047 545 646 1.502 -0.044 650 550 1.502 -0.044 555 555 1.505 -0.047 580 560 1.505 -0.047 585 585 1.605 -0.047 570 570 1.505 -0.047 575 575 1.605 -0.047 580 580 1.505 -0.047 585 585 1.509 -0.051 590 590 1.509 -0.051 595 595 1.509 -0.051 600 600 1.509 -0.051 605 e06 1.509 -0.051 610 610 1.512 -0.054 615 GIs 1.509 -0.051 620 ego 1.509 -0.051 625 625 1.512 -0.064 630 630 1.500 -0.051 625 83s 1.512 -0.054 640 640 1.512 -0.064 645 645 1.512 -0.054 850 650 1.512 -0.064 655 S55 1.512 0.054 Soo e60 1.512 -0.054. S65 685 1.512 -0.064 F-100 F-101 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW=1 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 670 670 1.512 -0.054 875 875 1.512 -0.054 S80 880 1.512 -0.054 685 895 1.512 -0.054 690 690 1.512 -0.054 S95 695 1.512 -0.054 700 700 1.512 -0.054 705 705 1.512 -0.054 710 710 1.512 -0.054 715 715 1.512 -0.054 720 720 1.512 -0.054 725 725 1.509 -0.051 730 730 1.512 -0.054 735 735 1.512 -0.054 740 740 1.509 -0.051 745 745 1.509 -0.051 750 750 1.509 -0.051 755 755 1.509 -0.051 760 780 1.509 -0.051 765 765 1.509 -0.051 770 770 1.512 -0.054 775 775 1.509 -0.051 780 780 1.509 -0.051 785 785 1.505 -0.047 790 790 1.509 -0.051 795 795 1.509 -0.051 800 800 1.505 -0.047 805 805 1.509 -0:051 810 810 1.509 -0.051 815 815 1.505 -0.047 820 820 1.509 -0.051 825 .825 1.509 -0.051 830 830 1.502 -0.044 835 835 1.505 -0.047 840 840 1.505 -0.047 845 845 1.505 -0.047 850 850 1.505 -0.047 855 855 1.505 -0.047 880 880 1.502 -0.044 885 885 1.490 -0.041 870 870 1.499 -0.041 875 875 1.499 -0.041 880 880 1.502 -0.044 885 885 1.502 -0.044 890 890 1.502 -0.044 895 895 1.499 -0.041 900 900 1.502 -0.044 905 905 1.499 -0.041 910 910 1.490 -0.038 915 915 1.493 -0.035 920 920 1.496 -0.038 925 925 1.493 -0.025 930 930 1.498 -0.038 935 935 1.490 -0.038 940 940 1.493 -0.035 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-1 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 945 945 1.493 -0.035 950 950. 1.49 -0.032 955 955 1.49 -0.032 980 980 1.49 -0.032 9E5 966 1.40 -0.032 970 970 1.493 -0.035 975 975 1.493 -0.036 980 980 1.488 -0.026 986 995 1.483 -0.026 990 990 1.493 -0.036 995 995 1.49 -0.032 1000 1000 1.477 -0.019 1005 1005 1.477 -0.019 1010 1010 1.18E -0.028 1015 1015 1.474 -0.016 1020 1020 1.483 -0.025 1025 1025 1.48 -0.022 1030 1030 1.477 -0.019 1035 1035 1.48 -0.022 1040 1040 1.474 -0.016 1045 1046 1.48 -0.022 1050 1050 1.493 -0.026 1055 1065 1.474 -0.016 10E0 1080 1.48E -0.028 1085 10E5 1.47 -0.012 1070 1070 1.481 -0.003 1075 1075 1.47 -0.012 1080 1080 1.47 -0.012 1085 1096 1.474 -0.018 1090 1090 1.474 -0.010 1095 1095 1.458 0 1100 1100 1.481 -0.003 1105 1105 1.4E1 -0.003 1110 1110 1.468 0 1115 ills 1.401 -0.003 1120 1120 1.458 0 1125 1125 1.458 0 1130 1130 1.401 -0.003 1135 1135 1.401 -0.003 1140 1140 1.458 0 1146 1146 1.451 0.007 1150 1150 1.458 0 1155 1155 1.458 0 1180 1160 1.455 0.003 1165 1165 1.458 0 1170 1170 1.455 0.003 1175 1175 1.458 0 1180 1180 1.458 0 1185 1195 1.455 0.003 1190 1190 1.455 0.003 1195 1196 1.455 0.003 1200 1200 1.455 0.003 1205 1205 1.451 0.007 1210 1210 1.451 0.007 1215 1215 1.458 0 F-102 F-103 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-1 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 1220 1220 1.456 0.003 1225 1225 1.451 0.007 1230 1230 1.446 0.013 1235 1235 1.448 0.01 1240 1240 1.451 0.007 1245 1245 1.448 0.01 1250 1250 1.445 0.013 1255 1255 1.445 0.013 1260 1280 1.448 0.01 1265 1285 1.445 0.013 1270 1270 1.448 0.01 1275 1275 1.445 0.013 1280 1280 1.448 0.01 1285 1295 1.448 0.01 1290 1290 1.442 0.018 1295 1295 1.442 0.01E 1300 1300 1.442 0.01E 1305 1305 1.445 0.013 1310 1310 1.43E 0.022 1315 1316 1.442 0.01E 1320 1320 1.445 0.013 1325 1325 1.442 0.01E 1330 1330 1.442 0.01E 1335 1335 1.445 0.013 1340 1340 1.439 0.019 1345 1345 1.43E 0.022 1350 1350 1.439 0.019 1355 1356 1.43E 0.022 1380 1360 1.442 0.018 13E5 13E5 1.43E 0.022 1370 1370 1.448 0.01 1375 1376 1.420 0.032 1380 1390 1.438 0.022 1385 1385 1.432 0.02E 1390 1390 1.43E 0.022 1395 1395 1.429 0.029 1400 1400 1.429 0.029 1406 1405 1.429 0.029 1410 1410 1.429 0.029 1415 1416 1.432 0.02E 1420 1420 1.429 0.029 1425 1425 1.429 0.029 1430 1430 1.420 0.029 1435 1436 1.429 0.029 END OF DRAWDOWN PHASE 0 1436 1.432 0.02E 0.0083 1435.0093 1.432 0.028 0.016E 1435.016E 1.43E 0.022 0.025 1435.025 1.432 0.028 0.0333 1435.0333 1.432 0.02E 0.041E 1435.041E 1.432 0.02E 0.05 1435.05 1.432 0.028 0.0583 1435.0583 1.432 0.020 0.086E 1435.0E80 1.432 0.028 0.075 1435.075 1.432 0.02E 0.0833 1435.0833 1.432 0.02E F-104 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL W-4 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 0.1 1436.1 1.432 0.020 0.1168 1435.1166 1.432 0.028 0.1333 1435.1333 1.432 0.020 0.15 1435.15 1.432 0.026 0.1666 1435.16e8 1.430 0.022 0.1833 1435.1833 1.430 0.022 0.2 1435.2 1.432 0.026 0.2160 1435.21 ee 1.432 0.026 0.2333 1435.2333 1.43e 0.022 0.25 1435.25 1.43e 0.022 0.2666 1435.2666 1.432 0.02e 0.2833 1435.2833 1.432 0.026 0.3 1435.3 1.432 0.026 0.3160 1435.31 e6 1.432 0.026 0.3333 1435.3333 1.436 0.022 0.4160 1435.4168 1.432 0.020 0.5 1435.5 1.432 0.028 0.5833 1435.5833 1.430 0.022 0.0666 1435.8ee8 1.432 0.020 0.75 1435.75 1.436 0.022 0.8333 1435.8333 1.432 0.020 0.9166 1435.9186 1.432 0.020 1 1 1438 1.436 0.022 1.0833 1430.0833 1.430 0.022 1.166e 1438.1668 1.430 0.022 1.25 1436.25 1.430 0.022 1.3333 1436.3333 1.438 0.022 1.4166 1436.41ee 1.430 6.022 1.5 1436.5 1.436 0.022 1.5833 1436.5833 1.438 0.022 1.8866 1436.88ee 1.432 0.020 1.75 1436.75 1.436 0.022 1.8333 1436.8333 1.436 0.022 1.9166 1430.9166 1.436 0.022 2 1437 1.430 0.022 2.5 1437.5 1.438 0.022 3 1439 1.436 0.022 3.5 1438.5 1.436 0.022 4 1439 1.430 0.022 4.5 1439.5 1.430 0.022 5 1440 1.436 0.022 5.5 1440.5 1.432 0.020 e 1441 1.432 0.020 0.5 1441.5 1.432 0.020 7 1442 1.432 0.020 7.5 1442.5 1.420 0.020 8 1443 1.429 0.020 8.5 1443.5 1.429 0.020 9 1444 1.429 0.020 9.5 1444.5 1.429 0.029 10 1445 1.420 0.020 12 _ 1447 1.429 0.029 14 1449 1.426 0.032 le 1451 1.426 0.032 18 1453 1.420 0.020 to m m w_ t_/ O Ill O O N O I71 O N O III O IOA 0 6D ® A N O M A N O ODD ® A N O OD w A N 0 b? N fj $p ® N O Oo ® O ONo O A N O m _C M In y m 1(1 m o 3 m Nm C J J J r J J— J— J- J- J J- J J .a - J J J J J J J J J J J J J — J J r J J J J J .J v O O �a Sz z a ® (0 z ..ZOC o + & + r " VO V �A �♦ j► + A 1 J► 31 w 0 0 r V N A-wjw wVV -j V V V J► A J!• y, +++ 4 +V --A it WaPpV it N �j +A+ ♦p pAyp�pAN o+o�mo V o m a � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 In F-106 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW=1 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 175 1010 1.41 0.048 180 1615 1.407 0.051 185 1620 1.41 0.048 190 1625 1.407 _ 0.051 195 1830 1.407 0.051 200 1035 1.407 0.051 205 1640 1.41 0.048 TRANSDUCER REMOVED 210 1845 21.434 FROM WELL 215 1E50 21.434 220 1855 21.434 225 1800 21.434 230 1EE5 21.434 235 1870 21.434 240 1675 21.434 245 1680 21.434 250 1685 21.434 255 1E80 21.434 280 1095 21.434 265 1700 21.434 270 1705 21.434 275 1710 21.434 280 1715 21.434 285 1720 21.434 280 1725 , 21.434 295 1730 21.434 300 1735 21.434 305 1740 21.434 310 1745 21.434 315 1750 21.434 320 1755 21.434 325 1780 21.434 330 1765 21.434 335 1770 21.434 340 1775 21.434 N m m pw?rog®yw;a_ �Oio yc;oo tpir ® ttwi w w A N w w �"'a in w Li Zfm u�i Li iu Li Li �o � u. E Li w N Z 3 m •n 'r8 �mm�f eewn�m �,�j1 (mom Q��j oO �p.p pp oO p OO ic&c O cc fWc O f4,c oO I. fO,0bp 0 cc cc mO Q�c UI O in w in a. N w f!1 ro W N W w W O W W W N W a A W® 41 W N �t W w W W W n l w cn i. cD W W W W O 2 m ++ 000000000eaomao �w000 aw.i..i.�.i.i.....4.4vvvv��oaow00000� +WW�W WW a W W otW � W a w W--4 1-3 "BW om . v b�� b�,bNNbNNNNNN��„ ��bbbbbbbbbbbbbbbbbbbbbbb �� WaW�WWWwW_W__Wa�g��p9wc£WWW�W�WO000 g Z a C mm m y -4 -3 T 2.v ag Z gv a m O m Z5 0 V F-108 AQUIFER TEST (DRAWDOWN AND RECOVERY) PUMPING WELL RW-2 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 7 7 11.964 -6.214 7.5 7.5 12.10E -5.410 8 6 12.343 -6.593 8.5 8.5 12.501 -5.751 0 0 12.E84 -5.934 9.5 9.5 12.93 -6.08 10 10 12.994 -6244 12 12 13.512 -6.762 14 14 13.91 -7.16 is 1E 14271 7.521 18 16 14.674 -7.824 20 20 14.84E -8.098 22 22 15.098 -8.348 24 24 15.319 -8.5E0 20 2E 15.534 -8.784 28 28 15.718 -6.9W 30 30 15.667 -0.107 32 32 16.015 -92M 34 34 10.1E -9.41 3E 3E 1626 -0.53 38 38 16.4 -9.65 40 40 18.501 -0.751 42 42 16.627 -9.877 44 44 16.007 -0.947 48 4E 10.798 -10.048 48 48 1E.88 -10.13 50 50 18.043 -10.193 52 62 17.013 -102M 54 64 17.082 -10.332 56 5E 17.139 -10.389 58 58 17.10E -10.44E 60 80 17253 -10.503 62 E2 17.31E -10.600 E4 E4 17.373 -10.623 EE N 17.424 -10.674 E8 68 17.468 -10.718 70 70 17.512 -10.762 72 72 17.503 -10.813 74 74 17.601 -10.851 76 7E 17.626 -10.876 78 78 17.867 -10.907 80 80 17.E05 -10.946 82 62 17.721 -10.971 84 84 17.74E -10.00E 8E 8E 17.765 -11.015 88 86 17.816 -11.066 90 00 17.841 -11.091 92 92 17.672 -11.122 94 04 17.995 -11.135 08 08 17.91 -11.16 98 98 17.946 -11.198 100 100 17.901 -11211 105 105 18.011 -11281 110 110 18.008 -11.313 115 116 18.1 -.11.35 F-109 AQUIFER TEST (DRAWDOWN AND RECOVERY) PUMPING WELL RW-2 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) 00,90 120 120 18.144 —11.304 125 126 18.182 —11.432 130 130 18.22 —11.47 135 135 18258 —11.508 140 140 18283 —11.533 145 146 18.308 —11.558 150 150 18.34 —11.50 155 165 18.369 —11.809 180 180 18.371 —11.621 165 166 18.30 —11.84 170 170 18.409 —11.869 175 175 18.436 —11.685 180 180 18.463 —11.703 185 186 18.48 —11.71 190 190 18.498 —11.748 195 195 18.504 —11.754 200 200 18.517 —11.767 205 205 18.542 —11.702 210 210 18.548 —11.798 215 215 18.58 —11.83 220 220 18.673 —11.823 225 225 18.680 —11.838 230 230 18.602 —11.642 235 235 18.502 —11.842 240 240 18.011 —11.861 245 245 18.03 —11.38 250 260 18.637 —11.887 256 255 18.60 -1 Law 260 200 18.882 —11.912 285 265 18.875 —11.925 270 270 18.681 —11.931 275 275 18.094 —11.9" 280 280 18.7 —11.95 285 285 18.7 —11.95 290 290 18.7 —11.95 295 295 18.708 —11.958 300 300 18.719 —11.909 305 305 18.738 —11."8 310 310 18.744 —11.084 315 315 18.738 —11.9" 320 320 18.757 —12.007 326 325 18.75 —12 330 330 18.767 —12.007 335 335 18.780 —12.010 340 340 18.782 —12.032 345 345 18.778 —12.028 350 360 18.782 —12.032 355 365 18.788 —12.038 380 380 18.901 —12.051 385 385 18.607 —12.067 370 370 18.807 —12.057 375 375 18.82 —12.07 380 380 18.1126 —12.070 396 395 18.92 —12.07 390 390 18.839 —12.089 F-110 AQUIFER TEST (DRAWDOWN AND RECOVERY) PUMPING WELL RW-2 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 396 396 18.839 —12.089 400 400 18.839 —12.089 405 405 18.846 —12.096 410 410 18.839 —12.099 415 416 18.839 —12.089 420 420 18.851 —12.101 425 425 18.87 —12.12 430 430 18.861 —12.101 435 435 18.877 —12.127 440 440 18.883 —12.133 445 446 16.883 —12.133 450 460 18.899 —12.138 _ 465 455 18.88o —12.132 480 400 18.008 —12.158 485 4E6 18.902 —12.152 470 470 18.808 —12.148 475 475 18.915 —12.185 480 480 18.921 —12.171 495 496 18.921 —12.171 490 490 18.927 —12.177 495 496 18.94 —12.19 Soo Soo 18.927 —12.177 505 505 18.921 —12.171 510 510 18.927 —12.177 515 515 18.94 —12.19 520 520 18.94 —12.19 525 525 18.94 —12.19 530 530 18.948 —12.19E 535 536 18.9E5 —12215 540 640 18.952 —122M S45 545 18.953 —12203 S50 550 18.94E —12.198 555 555 18.948 —12.19E 560 560 18.972 —12.= 565 586 18.978 —122U 570 570 18.978 —12228 575 575 18.907 —12247 580 580 19.003 —12.= 585 585 18.984 —122M 590 590 18.997 —12247 S95 595 18.99 —1224 e00 000 18.90 —1224 E05 005 19.009 —12259 610 010 19.009 —12.= 615 015 19.009 —1220 e2b 620 10.009 —12250 625 825 19.01E —122M e30 630 19.028 —12.M 635 835 19.022 —12272 640 840 19.01E —122M 645 846 19.022 —12272 e50 650 19.022 —12272 e55 E55 19.022 —12272 eeo EEo 19.035 —122M 665 856 19.041 —12291 i LL 3 h N N N NI .NI N N N N N N N N N N N N/ N N N N N N N N N N NI N N N N N N N N N N N NI N N N N N M N P�jj N N N Al N N N 11 1 1 1 1 1 I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LWU O O e Q 13 N Q ¢ v Z 3 2 a ¢ F a 8 a c d w E wa w Z FU ~ rn Q IL a w r F-112 AQUIFER TEST (DRAWDOWN AND RECOVERY) PUMPING WELL RW-2 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 946 945 19.193 -12.443 950 950 19.193 -12.443 955 966 19.193 -12.443 9E0 9E0 19.192 -12.449 9E5 9E5 19.205 -12.455 970 970 19.193 -12.443 975 976 10.205 -12.466 990 980 19.193 -12.443 085 985 19.212 -12.4e2 990 990 19.205 -12.455 995 995 19.190 -12.449 1000 1000 19.199 -12.449 1005 1006 19.193 -12.443 1010 1010 19218 -12.4e8 1015 1015 19.18E -12.43E 1020 1020 19205 -12.455 1025 1025 19212 -12.4e2 1030 1030 19212 -12.4e2 1035 1035 19212 -12.482 1040 1040 19212 -12.462 1045 1045 10.199 -12.449 1050 1050 19212 -12.462 1055 1056 19.218 -12.4E8 1060 10E0 19218 -12.488 1065 1066 19212 -12.402 1070 1070 19224 -12.474 1075 1076 19.224 -12.474 1090 1080 192V -12.487 1085 1086 19237 -12.487 1090 1090 19237 -12.487 1095 1095 19237 -12.487 1100 1100 10.231 -12.481 1105 1106 19243 -12.493 1110 1110 19237 -12.487 1115 ills 19.25 -12.5 1120 1120 19243 -12.493 1125 1125 19243 -12.493 1130 1130 1925 -12.5 1135 1135 1925E -12.50E 1140 1140 1925 -12.5 1145 1145 1925 -12.6 1150 1150 1925 -12.6 1155 1155 192E2 -12.512 11E0 lloo 1925 -12.5 lies 11E5 leis -12.5 1170 1170 19.25 -12.5 1175 1176 1926e -12.50e 1180 1180 1925 -12.5 1195 1185 1926E -12.60E 1190 1190 19.25e -12.W8 1195 1195 192E2 -12.512 1200 1200 19276 -12.525 1205 1205 19.262 -12.512 1210 1210 19237 -12.467 1215 1215 1925E -12.60E 0 00 00 00 m O IO OO O W _O O O At�AlI I A AJOa Vm® WNWA NGOA $(ID,1 Q+,1 (nl f+f.7t1 f(,��I WA�1 jLaiwfJ�(J y,1 m� Oj NOONN N NNtl� ON N�N NCI NN NO NfA N N� N1� l!i O t7i O m S2 m z 3 m � =$8 N��oAn AIIIo�N,o111 R 19ao09111 In 9o11 9 1 IRA =m -4 x + + + + + + + + + + + + J + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 Q t3 i0 0 0� 0 0 0® O d d+ d� 0® fp�p1 (ppWippg+ppop ppp� loot8888P po V{a� {,y ir-�'ii.10o T.iowo%i�o�w�i�i��'�,,�i11i G�c� a W O1 A O V N W+ O O W N 00 p A IN IN O I I 1 1 1 1 I I 1 1 I I 1- 1 I 1 1 I 1 1 I- I I- I- L. 1 1 1 I I 1 I 1 1 1� - I 1 1 I 1 1 I I I I I 1 1 N ppN� SN N N1 JN N jjN�� N + I,pN� ♦qN aeN N N N N N 1 N PO N ppN qoN N N N ppN� N N qoN N a+N p+N� ayN N jP�,�fj N pWN� p+N� pqN pN� ppm N N I aN abN IV Ia�f aW N7 apN N aN W W A V tl� W�+ O f!1 13 + 1!i O tl O W f�lo W J► A J� + V J� to + t71 O+o N 9" m z v 0 v 0 0 z v x a rn m O C T m m c� !o czi f �Z z �o N 33 0 'n w F-114 AQUIFER TEST (DRAWDOWN AND RECOVERY) PUMPING WELL RW-2 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 0.1 1435.1 18.807 -12.067 0.1166 1435.1166 18.769 -12.010 0.1333 1435.1333 18.725 -11.075 0.15 1435.15 18.681 -11.031 0.1888 1435.1688 18.60 -11.899 0.1833 1436.1833 18.618 -11.888 0.2 1435.2 18.502 -11.842 0.2166 6 1435.2166 18.581 -11.811 0.2333 14352333 18.523 -11.773 0.25 1435.25 18.401 -11.741 0.28W 1435.2888 18.46 -11.71 0.2833 14352833 18.436 -11.885 0.3 1435.3 18.409 -11.650 0.3168 1435.3106 18.378 -11.628 0.3333 1435.3333 18.348 -11.508 0.4166 1435.4188 18213 -11.463 0.5 1436.5 18.087 -11.337 0.5833 1435.5633 17.867 -11217 0.0888 1435.8888 17.88 -11.11 0.76 1435.76 17.752 -11.002 0.8333 1435.8333 17.651 -10.001 0.0108 1435.0188 17.55 -10.8 1 1430 17.462 -10.712 1.0833 1438.0833 17.367 -10.617 1.1888 1436.1888 17.M -10.628 1.25 143625 17.108 -10.448 1.3323 1430.3333 17.114 -10.384 1.4166 1436.4188 17.038 -10.= 1.5 1438.5 10.958 -102M 1.5833 1430.5833 16.88 -10.13 1.66W 1438.8888 10.811 -10.001 1.75 1436.75 16.741 -0.091 1.8333 1438.8333 16.672 -9.022 1.0166 1436.0106 16.602 -0.852 2 1437 16.533 -0.783 2.5 1437.5 16.16e -0.416 3 1438 15.831 - 9.081 3.5 1438.5 15.528 -8.778 4 1439 15244 -8.404 4.5 1430.5 14.885 -8235 5 1440 14.736 -7.088 5.5 1440.6 14.511 -7.761 8 1441 14298 7.646 6.5 1441.5 14.087 7.337 7 1442 13.904 7.154 7.5 1442.5 13.714 -6.964 8 1443 13.544 -8.7044 8.5 1443.E 13.386 -6.838 O 14" 13.M -6.484 0.5 1444.6 13.089 -6.330 10 1445 12.95 -62 12 1447 12.444 -6.604 14 1440 12.021 -6.271 16 1451 11.8e1 -4.011 18 1453 11.346 -4.595 F-115 AQUIFER TEST (DRAWDOWN AND RECOVERY) PUMPING WELL RW-2 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 20 1455 11.073 -4.323 22 1457 10.826 -4.078 24 1459 10.618 -3.866 26 1481 10.428 -3.678 28 1463 10258 -3.508 30 1485 10.106 -3.358 32 1467 9.973 -3.= 34 1469 9.853 -3.103 38 1471 9.730 -2.989 38 1473 9.638 -2.888 40 1475 9.543 -2.793 42 1477 9.481 -2.711 44 1479 9.395 -2.05 46 1481 9.316 -2.566 48 1483 92M -2.503 50 1486 9.189 -2.430 52 1487 9.139 -2.399 54 1489 9.088 -2.338 58 1491 9.044 -22N 58 1493 9 -225 eo 1495 8.956 -2206 62 1497 8.918 -2.189 64 1499 8.98 -2.13 66 1501 8.648 -2.098 88 1503 8.816 -2.068 70 1506 8.785 .-2.035 72 1507 8.78 -2.01 74 1509 8.728 -1.978 78 1511 8.709 -1.959 78 1513 8.684 -1.934 80 1515 8.658 -1.908 82 1517 8.&M -1.899 84 Ibis 8.821 -1.871 88 1521 8.595 -1.845 88 1523 8.593 -1.833 90 1525 8.584 -1.814 92 1527 6.545 -1.795 94 1529 8.526 -1.776 90 1531 8.513 -1.763 98 1533 8.494 -1.744 100 1535 .8.481 -1.731 105 1540 8.444 -1.094 110 1545 8.412 -1.682 115 1550 8.38 -1.63 120 1555 8.355 -1.005 125 1500 8.317 -1.567 130 1585 8298 -1.548 135 1570 82M -1.523 140 1575 82" -1.504 145 1580 82N -1.479 150 1585 821 -1.48 155 1500 8.101 -1."1 180 1695 8.172 -1.422 185 1600 8.150 -1.409 170 1005 8.134 -1.384 woaoaoin8woao�°n�iri �ii��n$'U,0 now1c8h ;0:wm y m 3 m v c8 c J J J J J J 1 r — ;—;j — — — - — — — gg g gg — — p—p� — Q—Q� 4-4 g—g g—g g�g gg 999999999999a"1ouVig 2i Sao Iii'iIsiSin75iii2G no Zm V V V V V V V V V V V V V V V V d V V V V V V w w w w 0 w co wlip can *4 ow .mi z a 0 c r 33 m c ;v o� F z ,o Nm 0 3 O o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m O 111 a W N ®� (WOE OD ®a w� m Oo G pO�D W� a �?j .QWi� opN O FwW7®1 pW�p O (W�� wj (p0�p► O O pNOp O rn O w a tlI W t- N w W tJl in Ol w W tli W W fll W CI 41 O N w W® O W w W 011 C W w W Ow o m mm ym m 3 m wo9 co co O O O cc co co cc O 00 co O O C C 8 e i��e tLm�f 0O Q�j ® .�j1 0 }i��,i a t!A fW� o �Qj O tb ff,.�f O ® 6p Y7 O N OI ON a IW W in N p m W C� W �W O W+ W OVI W N 6 Gf O�1 W O IN W OI f.� O A W W ti ® W 10"A ® W O v = m �JJ Z pp pp pp pp pp pp pp Z in ,fly f11 N tl1 N OI {11 �1i N N N N tll N N N N N N N N N N N N IN b$bQbbbbbb Qo 0 o g� .n V F-118 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-0 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 7 7 25.452 -0.012 7.5 7.5 25.452 -0.012 8 8 .25.466 -0.015 8.6 8.5 25.455 -0.015 9 9 25.456 -0.016 9.5 9.5 25.458 -0.018 10 10 25.462 -0.022 12 12 25.482 -0.022 14 14 25.466 -0.025 is 18 25.488 -0.028 18 18 25.471 -0.031 20 20 25.474 -0.034 22 22 25.477 -0.037 24 24 25.477 -0.037 28 28 25.481 -0.041 28 28 25.487 -0.047 30 30 25.40 -0.05 32 32 25.49 -0.05 34 34 25.493 -0.053 36 36 25.483 -0.053 38 38 26.490 -0.056 40 40 25.5 -0.06 42 42 25.503 -0.083 44 44 25.503 -0.083 46 46 25.503 -0.063 48 48 25.508 -0.088 50 50 25.509 -0.069 52 52 25.509 -0.069 54 54 25.512 -0.072 58 6s 25.512 -0.072 68 58 25.515 -0.075 s0 8a 25.518 -0.078 62 62 25.518 -0.078 84 64 26.522 -0.082 s8 8s 25.522 -0.082 68 88 25.525 -0.095 70 70 25.525 -0.085 72 72 25.528 -0.088 74 74 25.528 -0.088 78 78 25.528 -0.098 78 78 25.534 -0.094 80 80 25.537 -0.097 82 82 25.537 -0.097 84 84 25M7 -0.097 88 se 25.537 -0.097 sa as 25JW -0.097 90 90 25.541 -0.101 92 92 25.644 -0.104 94 94 25.544 -0.104 9s so 25.544 -0.104 98 98 25.544 -0.104 100 100 25.647 -0.107 105 105 25.547 -0.107 110 110 25.553 -0.113 115 115 25XM -0.113 F-119 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-0 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 120 120 25.556 -0.110 125 125 25.58 -0.12 130 130 25.583 -0.123 135 135 25.688 -0.128 140 140 25.688 -0.120 146 146 25.588 -0.126 150 150 25.588 -0.126 155 155 25.588 -0.120 180 180 25.688 -0.120 165 185 25.688 -0.120 170 170, 25.688 -0.126 175 176 25.688 -0.126 180 190 25.580 -0.129 185 185 25.588 -0.126 190 190 25.568 -0.120 195 195 25.589 -0.129 200 200 25.589 -0.129 205 205 25.589 -0.129 210 210 25.572 -0.132 215 215 25.572 -0.132 220 220 25.572 -0.132 225 225 25.575 -0.135 230 230 25.M -0.132 235 236 25.572 -0.132 240 240 25.575 -0.135 246 246 25.575 -0.135 250 250 25.575 -0.135 255 255 25.575 -0.135 280 280 25.579 -0.139 255 265 25.579 -0.139 270 270 25.582 -0.142 275 275 25.682 -0.142 280 280 25.579 -0.139 285 285 25.579 -0.139 290 290 25.58E -0.145 295 295 25.582 -0.142 300 300 25.582 -0.142 306 305 25.679 -0.139 310 310 26.570 -0.130 315 315 25.579 -0.139 320 320 25.588 -0.146 326 325 25.685 -0.145 330 330 25.688 -0.148 335 335 25.585 -0.145 340 340 25.586 -0.145 346 346 25.585 -0.145 350 350 25.579 -0.130 365 355 25.579 -0.139 380 380 25.565 -0.145 385 365 25.592 -0.142 370 370 25.582 -0.142 376 375 25.592 -0.142 380 390 25AU -0.142 385 385 25.579 -0.139 390 390 25.579 -0.130 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-3 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 395 325 25.579 -0.139 400 400 25.582 -0.142 406 405 26.675 -0.135 410 410 26.562 -0.142 415 415 25.679 -0.139 420 420 25.682 -0.142 425 426 25.592 -0.142 430 430 25.595 -0.145 435 435 25.585 -0.145 . 440 440 25.595 -0.145 445 446 25.595 -0.146 450 450 25.598 -0.148 455 455 2SA91 -0.151 480 460 25.692 -0.142 465 465 25.585 -0.145 470 470 25.595 -0.145 475 475 25.582 -0.142 480 480 25.595 -0.145 485 495 25.598 -0.148 490 490 25.585 -0.145 495 495 25.598 -0.148 500 500 25.688 -0.148 505 505 25.596 -0.148 510 510 25.588 -0.146 515 515 25.588 -0.146 520 520 25.501 -0.151 625 525 25.591 -0.151 530 530 25.588 -0.148 535 535 25.591 -0.151 640 540 25.591 -0.151 545 545 25.591 -0.151 550 550 26.597 -0.157 555 655 25.601 -0.161 550 580 25.591 -0.151 565 565 25.591 -0.151 570 670 25.594 -0.154 575 575 25.591 -0.151 580 580 25.601 -0.101 585 515 25.594 -0.154 590 590 25.591 -0.151 595 595 25.591 -0.151 800 Goo 26.691 -0.151 605 605 25.591 -0.151 610 610 26.591 -0.151 615 615 25.591 -0.151 620 620 25.691 -0.151 6226 a26 26.591 -0.151 630 830 25.691 -0.151 635 a36 26.691 -0.151 640 640 25.501 -0.151 645 645 25.591 -0.151 550 am 25.591 -0.151 655 a55 25.598 -0.148 660 am 25.586 -0.148 885 aa6 25.591 -0.151 F-120 ¢� _'o C � �woao� Ng(on,0 ilia ��i� �N0In-0cci toOc3(n0��g`n�'NoutoaS�Siwo°.�� m m to m m 3 m o� �> .� Z mtZn fo Z iii in'' �a� in iii �' �n'� in ii, in' tNn ia�i uNi iii in iio in a tNn fin'' t°�it w Ntn t�i� a in this a �' a in ni in in a a in �it tNi9 in in in w in' ai o'i w is m iii a Nw bbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbb�� ®aSoo�ouJoaat�r".1�9SC�'�'9�'S:.SC%SCY'Y'�j'�ooa�aaaaar+�a��aaoaa�°J�'R'r'"r'9$�°O1 z g�44444gg4qqq�Q�44q4qq4444�qqq444q4qqq4444qqqqqqqqQqq4q44 Q 0(9 zcr Z. Q�Z Q3 wa !�Q oAo y� Qeoowpv� 8gu�$IQ 6n8 Q 8`" F°° RlQ 88$ 4 as 88 n r 888& ag,NN �� a'G3 oo� 7S Z580000 o3dooS-000 �a .-��.-�..-------- �1 d - - - r - - - r ev 8 a e a.w z E F- w rn in o a o o �n o a o in u> O O9 W W Q W® O 8^^ N l0 09 @ 1fl 1tD P� ® h P� 00 O CJ O O O �- N N- M O V- O®® n^ E00 COO 0 O O O O � W O O ^ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ^^------- �- -- �- --- �- --- N N N IL Q F- fA F-123 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-3 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) ' (feet) 1220 1220 25.604 -0.164 1225 1225 25.607 -0.167 1230 1230 25.82 -0.18 1235 1235 25.804 -0.164 1240 1240 25.604 -0.164 1245 1246 25.007 -0.167 1250 1250 25.004 -0.164 1255 1255 25.807 -0.167 1260 1200 25.007 -0.167 1265 1265 25.007 -0.167 1270 1270 25.807 -0.167 1275 1275 25.604 -0.164 1280 1280 25.807 -0.167 1285 1285 25.007 -0.187 1280 1280 25.604 -0.164 1285 1295 25.004 -0.164 1300 1300 25.007 -0.167 1305 1305 25.807 -0.167 1310 1310 26.604 -0.164 1315 1315 25.604 -0.164 1320 1320 25.804 -0.164 1325 1325 25.007 -0.167 1330 1330 25.604 -0.184 1335 1335 25.61 -0.17 1340 1340 25.004 -0.164 1345 1345 25.604 -0.184 1350 1350 25.004 -0.164 1355 1355 25.807 -0.167 1360 1300 25.607 -0.167 1365 1365 25.607 -0.167 1370 1370 25.613 -0.173 1375 1375 25.607 -0.167 1380 1380 25.007 -0.107 1385 1385 25.607 -0.167 1390 1380 25.81 -0.17 1385 1395 25.61 -0.17 1400 1400 25.61 -0.17 1405 1406 26.613 -0.173 1410 1410 25.613 -0.173 1415 1415 25.016 -0.178 1420 1420 25.618 -0.176 1425 1426 25.62 -0.18 1430 1430 25.62 -0.18 1435 1435 25.62 -0.12 END OF DRAWDOWN PHASE 0 1436 25.623 -0.183 0.0083 1435.0083 25.623 -0.183 0.0166 1435.0188 25.623 -0.183 0.025 1435.025 25.623 -0.183 0.0333 1425.0333 25.62 -0.18 0.0416 1435.0418 25.62 -0.18 0.05 1435.05 25.623 -0.183 0.0583 1436.0583 25.623 -0.183 0.0666 .. 1435.0666 25.023 -0.183 0.075 1435.075 25.023 -0.183 0.0833 1435.0933 25.623 -0.183 F-124 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-0 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 0.1 1435.1 25.62 -0.18 0.1186 1435.118E 25.623 -0.183 0.1333 1435.1333 25.823 -0.183 0.15 1435.15 25.623 -0.183 0.1666 1435.188E 25.823 -0.183 0.1833 1436.1823 25.623 -0.183 0.2 1436.2 25.623 -0.183 0.2166 1435.2166 25.623 -0.193 0.2333 1435.2323 25.623 -0.193 0.25 1435.26 25.623 -0.183 0.28E6 1435.286E 25.823 -0.193 0.2833 1435.2833 25.02 -0.18 0.3 1435.3 25.623 -0.183 0.3166 1435.31 EE 25.623 -0.183 0.3323 1435.3333 25.62 -0.18 0.4180 1435.4186 25.623 -0.183 0.5 1435.5 25.623 -0.183 0.5833 1435.5833 25.623 -0.183 0.6660 1435.6666 25.823 -0.183 0.75 1435.75 25.623 -0.183 0.8333 1435.8333 25.623 -0.183 0.9166 1435.9166 25.02 -0.18 1 1438 26.62 -0.18 1.0833 1430.0833 25.623 -0.193 1.168E 1436.1666 25.623 -0.183 1.25 1436.25 25.023 -0.183 1.3333 1436.3233 25.62 -0.18 1.418E 1436.4108 25.623 -0.183 1.5 1430.5 25.623 -0.193 1.5833 1438.5823 25.623 -0.183 1.0666 1436.866E 25.02 -0.18 1.75 1436.75 25.62 -0.18 1.8333 1436.8333 25.82 -0.18 1.9166 1438.9166 25.62 -0.18 2 1437 25.02 -0.18 2.5 1437.5 25.623 -0.183 3 1438 25.02 -0.18 3.5 1438.5 25.616 -0.176 4 1439 25.810 -0.170 4.5 1430.5 25.01E -0.178 5 1440 25.61E -0.170 5.5 1440.5 25.613 -0.173 6 1441 26.013 -0.173 6.5 1441.5 25.61 -0.17 7 1442 25.61 -0.17 7.5 1442.5 25.807 -0.167 8 1443 25.804 -0.164 8.5 1443.6 25.004 -0.164 9 1444 25.004 -0.184 9.5 1444.5 25.8D4 -0.164 10 1445 25.001 -0.161 12 1447 25.507 -0.167 14 1449 25.501 -0.151 is 1451 25.501 -0.151 18 1453 25.591 -0.151 F-125 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-0 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 20 1465 25.588 -0.148 22 1457 25.585 -0.145 24 1450 25.582 -0.142 20 1481 25.670 -0.130 28 1483 25.670 -0.130 30 1485 25.570 -0.130 32 1497 25.675 -0.135 34 1400 25.575 -0.135 36 1471 25.572 -0.132 38 1473 25.569 -0.120 40 1476 25.5e0 -0.120 42 1477 25.560 -0.126 44 1470 25.5ee -0.120 46 1481 25.568 -0.126 48 1483 25.583 -0.123 50 1485 25.50 -0.12 52 1487 25.56 -0.12 64 1480 25.56 -0.12 se 1401 26.568 -0.116 58 1403 25.556 -0.110 e0 1405, 25.556 -0.116 62 1407 25AN -0.110 64 1400 26AN -0.110 68 1501 25.653 -0.113 68 1503 25.65 -0.11 70 1505 25.55 -0.11 72 1507 25.55 -0.11 74 1500 25.547 -0.107 76 1511 25.647 -0.107 78 1513 25.647 -0.107 80 1515 25.544 -0.104 82 1517 25.547 -0.107 84 1510 25.647 -0.107 Be 1521 25.644 -0.104 88 1523 25.644 -0.104 00 1526 25.641 -0.101 02 1527 25.641 -0.101 04 1520 25.644 -0.104 08 1531 26.644 -0.104 08 1533 25.641 -0.101 100 1535 26.541 -0.101 105 1540 25.527 -0.007 110 16" 25.537 -0.007 115 1550 25.537 -0.007 120 1555 25.534 -0.004 125 1500 25.525 -0.085 130 15e5 25.531 -0.001 135 1570 25.631 -0.001 140 1576 25.631 -0.001 145 1580 25.531 -0.001 150 1685 25.531 -0.001 155 1500 25.628 -0.088 ISO 1505 . - 25.531 -0.001 lies 1800 25.528 -0.088 170 1805 25.628 -0.028 F-126 AQUIFER TEST (DRAWDOWN AND RECOVERY) RECOVERY WELL RW-0 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 176 1610 25.628 -0.088 180 1615 25.528 -0.088 185 1620 25.526 -0.088 190 1625 25.528 -0.089 195 1630 25.528 -0.088 200 1635 25.526 -0.088 205 1640 25.631 -0.091 210 1646 25.631 -0.091 216 1650 25.531 -0.091 220 1666 2SX45 -0.096 225 1660 25.528 -0.088 230 1085 25.525 -0.095 235 1670 25.528 -0.088 240 1676 25.628 -0.088 245 1660 25.631 -0.091 250 1665 25.6Y8 -0.096 255 1690 25.531 -0.091 260 1695 25.531 -0.091 265 1700 26.531 -0.091 270 1705 25.531 -0.091 275 1710 25.528 -0.088 280 1715 25XM -0.098 295 1720 25.528 -0.088 290 1725 25.528 -0.098 295 1730 25.528 -0.068 300 1735 25.534 -0.094 305 1740 25.6M5 -0.085 310 1745 25.625 -0.085 315 1750 42.748 320 1755 42.748 325 1760 42.748 330 1765 42.748 335 1770 42.748 340 1775 42.748 TRANSDUCER REMOVED FROM WELL F-127 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL K85W7A WATER LEVEL ELAPSED TIME BELOW SINCE PUMP ON MEASURING POINT DRAWDOWN (minutes) (feet) (feet) 0 25.63 0 70 25.E5 -0.02 188 25.86 -0.03 234 25.64 -0.01 304 25.85 -0.02 387 25.84 -0.01 522 25.85 -0.02 541 25.68 -0.03 762 25.65 -0.02 876 25.88 -0.03 998 25.88 -0.03 1116 25.88 -0.03 1244 25.88 -0.03 1408 25.67 -0.04 DRAWDOWN PHASE ENDED 1486 25.88 -0.05 AT 1435 MINUTES 1699 25.7 -0.07 1772 25.89 -0.00 NOTE: WATER LEVELS OBTAINED BY WETTED TAPE METHOD 00 N LL 3 0 _ gi c S m N to w Z 20 LL a 8>> � N a e IL w E wZ w n oo®o00000 4o . o0 g4g4q444q444q44 o^' Co W C4 rn a°Do O p N a o0 0t0n o00 0o 00 0o 00 0000 0000o m W N A W N ® .. W O y W; O Oo + OD W O to ��.± j b 0 gy p+ b O Oa b O O oO a in0L"C"inaincabv i�iof �a''in� w��u'��Liu�i iin� �i.+�a''�a'iii�iu�''0 nii��aai5wInC-0 "�wom T m m m 3 m s C 8 Va 00 00 coo cc cc cc C3.0 O cc cc cc o�o $g ,,,� pep+ G OO f p O omp - {pn O p $j Jmi. i. `g�,j 6 O N 1®1f � :e6a O � oil j? m� pO ®p �p OI A ill N OI ♦ bl W fA Pf O 0 O in in O OI W V W.® O 4 1. � IN � I g W 1 Z W Gf O N W+ fVJI 0 tOn O OI Q! W O m a N N pi N N N N N N N 5n N N N N N N N fn N N fn O1 N N N In fll to In {n N N N N N N N N N N N N N N N N N N N N N N oy O v O O o 0 0 0 0 0 1 0 0 0 0 0 0 0 0 o g o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o z y � O m O (071 O OD S A t� O OOD O N O OVD w A N 0 OD S A N S S S N O OD W A N O S® A N O 0 g A N O OD W A N O 111 O N OD 1!1 V m RCTI N m o� m 3 m CO) �a f+O+ got S+ n pp o O b pppp �ppp OD 00 .1 V .V ;3 V M W ®® N 8S 1T08ao py t 'IN' Oaa fS� W A n 9 dNe N AN pp NO +O+A + N++O OO O CN Eo VI ... �� V Z m C � Z Z ++ ++++ +++++++++++ + t�8 o OI OI BI OI + + + + + + + + + + + + N 0 M O N N N O 0 M W 0 M 0 M M 0 M M + m + + + + + + + + + + + - + + + + + + •- Z C m btk mm 0000bbbbbbbbbbbbQ Q �QbbgQ Q WOiaOO......00000000oo ++++000GGOOOGOOOiiii a�i Oa'iS Sg �7ii+ .�iii ,�iii L�ii S g w 49 w w +++.... +++++ Z F-131 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7C ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 120 120 16.496 -0.016 125 125 15.498 -0.010 130 130 15.496 -0.016 135 135 15.499 -0.019 140 140 15.499 -0.019 145 145 15.499 -0.019 150 150 15.502 -0.022 155 165 15.502 -0.022 160 100 15.502 -0.022 185 166 15.502 -0.022 170 170 15.505 -0.025 175 175 15.505 -0.025 180 180 15.505 -0.025 185 185 15.505 -0.025 190 190 15.505 -0.025 195 196 15.509 -0.029 200 200 15.509 -0.029 205 205 16.509 -0.029 210 210 15.509 -0.029 215 215 15.512 -0.032 220 220 15.512 -0.032 225 225 16.512 -0.032 230 230 15.512 -0.032 235 235 15.515 -0.035 240 240 15.515 -0.035 245 246 15.515 -0.035 250 250 15.518 -0.038 255 255 15.518 -0.036 260 260 15.518 -0.038 285 285 15.518 -0.038 270 270 15.618 -0.038 275 275 15.518 -0.038 280 280 15.521 -0.041 285 285 15.521 -0.041 290 290 15.521 -0.041 295 295 15.521 -0.041 300 300 15.521 -0.041 305 305 15.525 -0.046 310 310 15.525 -0.045 315 316 15.526 -0.045 320 320 15.528 -0.048 325 325 16.528 -0.048 330 330 15.631 -0.051 335 335 15.531 -0.051 340 340 16.531 -0.051 345 345 15.531 -0.051 350 350 15.531 -0.051 355 355 15.531 -0.051 380 380 15.534 -0.064 385 365 15.631 -0.051 370 370 15.534 -0.054 375 376 15.534 -0.054 380 380 -15.534 -0.054 385 396 15.534 -0.054 390 390 16.537 -0.057 F-132 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL KE5W7C ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 326 395 15.537 -0.057 400 400 15.537 -0.057 405 406 15.537 -0.057 410 410 16.537 -0.057 415 416 15.541 -0.001 420 420 15.541 -0.001 425 425 16.541 -0.061 430 430 15.641 -0.061 435 435 15.544 -0.0E4 440 440 15.644 -0.064 445 446 16.644 -0.064 450 450 15.644 -0.0E4 455 455 15.547 -0.067 460 400 15.644 -0.0E4 4E5 4E5 15.547 -0.0E7 470 470 15.547 -0.067 475 475 15.547 -0.067 480 480 15.55 -0.07 485 496 15.55 -0.07 490 490 15.55 '-0.07 495 495 15.55 -0.07 500 500 15.55 -0.07 505 505 15.55 -0.07 510 510 15.653 -0.073 515 515 15.50 -0.073 520 520 15.SW -0.073 525 525 15.553 -0.073 530 530 15.553 -0.073 535 535 15.50 -0.08 540 540 15.5E -0.08 545 545 15.6E -0.08 550 550 15.5E -0.08 555 555 15.5E -0.08 560 SEO 15.563 -0.083 565 5E5 15.563 -0.083 570 570 15.503 -0.083 575 575 15.563 -0.083 580 580 15.563 -0.083 585 585 15.563 -0.083 590 590 15.58E -0.088 595 596 16.56E -0.08E 600 E00 16.58E -0.088 605 E05 16.68E -0.086 010 610 15.56E -0.08E 015 615 15.6E9 -0.089 620 620 15.50 -0.089 625 625 15.573 -0.093 630 630 15.569 -0.099 035 E35 15.673 -0.093 640 640 15.673 -0.093 645 E45 15.573 -0.093 050 E50 15.573 -0.093 655 E56 15.573 -0.093 E80 EEO 15.67E .. -0.09E OES 605 15.57E -0.098 m woAo$w uw�ioSioaooSin$ $�Mn''8'oowot�n8' oinow000V"ooS�vi'+oinoinowo�7n0 M. m Ln m -� m 3 m N f � Sao � �a�� in in ��000� � 00000 � ��O0M "z '_ a a ♦yz^ z J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J r J J r J J J J J y Q waaaaawawamayw�aawwrna�wiw�wiawwuwimgwgwgwin in.%zC y � m b,bbbbbbbbbbbbbbbbbbbbbbb-bbbbbbbbbbbbbbbbbbbbbbbbbbbbbbb� r r . J J J J J J J r . J r r J J r J r r J r .a r r r r r . r .p.p p Jp .pp. ppr p Jp J r r r r .o.► Jp r J J p � W W W W N W W pp pp pp N N N N N N N •� + r w r, r .6 ••� 00 OD 00 Eo 00 07 fW11 tlNl 0�1 OBI OWI tll ifl N N IWii O® ID O O O O O oe w N N N N N cm do Z' z c M LL � 3�4ggq4 q q 44g44 4 gg444 444g4q 4� 4g44g4qqq ¢ Z M N ui ui Y1 N b b �G b N 10 N N N W — — - W - � — — — W — — � - — — — Lei — - — — - 2 c ¢ .. 3 U ►- O N aop umf pp 8 oN O N O N o Yf p �[1 o of p N p �n p tff G N O N C CM p p p Y� p N p N N /7 � �1 � e[l a1i O O P� P CO a0 O O N N N N ---- � e8 y a c 3 A W E WU Z_ ¢ N iWy W 1a1a�� O N o gN®O®®N ppO Npp OO NO Oo NO NNpp O N 0O N pp0 0N 9O 9N -O N—"O NV 1— —p pp O -W® NN NO NN a a. F N AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K85W70 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING STEP TIME (minutes) (feet) 1220 1220 15.80 1226 1225 15.849 1230 1230 15.848 1235 1235 15.849 1240 1240 15.849 1245 1245 15.60 1250 1250 15.849 1255 1255 15.849 1280 1280 15.649 1265 1265 15.652 1270 1270 15.858 1275 1275 15.652 1280 1280 15.868 1285 1286 16.868 1290 1290 15.858 1205 1295 15.858 1300 1300 15.858 1305 1305 15.858 1310 1310 15.859 1315 1315 1b.858 1320 1320 15.859 1325 1326 1b.859 1330 1330 15.859 1335 1335 15.082 1340 1340 15.869 1346 1345 15.60 1350 1350 15.682 1355 1365 15.80 1380 1300 15.80 1385 1366 15.802 1370 1370 15.886 1375 1375 15.882 1380 1380 15.6a 1385 1385 15.882 1390 1390 15.685 1395 1395 15.885 1400 1400 15.885 1405 1405 15.665 1410 1410 15.888 1415 1415 15.888 1420 1420 15.6W 1425 1426 15.888 1430 1430 15.671 1435 1435 15.671 0 1436 15.671 0.0093 1435.0093 15.888 0.0188 1435.0180 15.868 0.025 1435.025 15.888 0.0333 1435.0333 15.688 0.0418 1436.0410 15.688 0.05 1435.05 16.671 0.0583 1435.0593 15.071 0.0888 ' : 1435.0888 15.671 0.075 1435.075 15.671 0.0833 1435.0833 15.671 DRAWDOWN (feet) -0.109 -0.169 -0.188 -0.109 -0.10 -0.169 -0.10 -0.109 -0.169 -0.172 -0.170 -0.172 -0.176 -0.176 -0.170 -0.176 -0.178 -0.176 -0.179 -0.170 -0.179 -0.179 -0.179 -0.182 -0.179 -0.179 -0.182 -0.182 -0.182 -0.182 -0.185 -0.182 -0.192 -0.182 -0.186 -0.185 -0.185 -0.185 -0.198 -0.188 -0.188 -0.188 -0.191 -0.191 END OF DRAWDOWN PHASE -0.191 -0.188 -0.188 -0.188 -0.168 -0.188 -0.191 -0.191 -0.191 -0.101 -0.191 F-135 F-136 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7C ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 0.1 1435.1 15.668 -0.188 0.1166 1435.1160 15.671 -0.191 0.1333 1435.1333 15.671 -0.191 0.15 1435.15 15.671 -0.191 0.1666 1435.1686 16.671 -0.191 0.1833 1435.1833 15.671 -0.191 0.2 1435.2 15.868 -0.188 0.2166 1435.2166 15.671 -0.191 0.2333 1435.2333 15.671 -0.191 0.25 143525 15.671 -0.191 0.2666 1435.2866 15.671 -0.191 0.2833 1435.2833 15.671 -0.191 0.3 1435.3 15.671 -0.191 0.3186 1435.3180 15.671 -0.191 0.3333 1435.3333 15.671 -0.191 0.4168 1436.4166 15.671 -0.191 0.5 1435.5 15.671 -0.191 0.5833 1435.5833 15.671 -0.191 0.6666 1435.6866 15.671 -0.191 0.75 1435.75 15.671 -0.191 0.8333 1435.8333 15.571 -0.191 0.9166 1435.9166 15.671 -0.191 1 1438 15.671 -0.191 1.0833 1436.0833 15.888 -0.196 1.1866 1436.1660 15.871 -0.191 125 143626 15.868 -0.186 1.3333 1438.3333 15.671 -0.191 1.4166 1438.4160 15.688 -0.188 1.5 1436.6 15.671 -0.191 1.5833 1438.5833 15.671 -0.101 1.6668 1436.6666 18.668 -0.188 1.75 1430.75 15.671 -0.191 1.8333 1438.8333 15.671 -0.191 1.9166 1436.9166 15.071 -0.191- 2 1437 15.671 -0.191 2.5 1437.5 15.671 -0.191 3 1438 15.671 -0.191 3.5 1438.5 15.671' -0.191 4 1439 15.671 -0.191 4.5 1439.5 15.671 -0.191 5 1440 15.671 -0.191 6.5 1440.5 15.671 -0.101 8 1441 15.688 -0.188 6.5 1441.5 15.688 -0.188 7 1442 15.888 -0.198 7.5 1442.5 16.871 -0.191 8 .1443 15.671 -0.191 8.5 1443.5 15.671 -0.191 9. 1444 15.671 -0.191 9.5 1444.5 15.871 -0.191 10 1445 15.671 -0.191 12 1447 16.671 -0.191 14 1449 15.871 -0.191 18 1451 15.671 -0.191 18 1453 15.675 -0.195 F-137 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7C ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 20 1455 15.675 .-0.195 22 1467 16.675 -0.195 24 1459 15.675 -0.195 28 1481 15.675 -0.195 28 1483 15.675 -0.195 30 1465 15.975 -0.195 32 1467 15.675 -0.195 34 1460 15.675 -0.195 36 1471 15.675 -0.195 38 1473 15.675 -0.195 40 1475 15.671 -0.191 42 1477 15.675 -0.195 44 1470 15.675 -0.195 46 1481 15.675 -0.195 48 1493 15.675 -0.195 50 1485 15.675 -0.195 52 1487 15.676 -0.195 54 1489 15.675 -0.195 58 1491 15.678 -0.198 58 1493 15.675 -0.195 60 1495 15.675 -0.195 62 1497 15.975 -0.196 64 1490 15.671 -0.191 66 1501 15.675 -0.195 68 1503 15.671 -0.191 70 1505 15.671 -0.191 72 1507 15.975 -0.195 74 1509 15.675 -0.195 76 1511 15.675 -0.195 78 1513 15.678 -0.198 80 1515 15.675 -0.195 82 1517 15.675 -0.195 84 1519 15.678 -0.198 88 1521 15.675 -0.195 88 1523 15.675 -0.195 90 1525 15.675 -0.195 92 1527 15.975 -0.195 94 1529 15.675 -0.195 96 1531 15.675 -0.195 98 1533 15.678 -0.198 100 1535 15.678 -0.198 105 1540 15.675 -0.195 110 1545 15.075 -0.196 115 1550 15.675 -0.195 120 1556 15.675 -0.196 125 1580 15.675 -0.195 130 1565 15.675 -0.195 135 1570 15.675 -0.195 140 1575 15.675 -0.195 145 1580 15.675 -0.195 150 1585 15.671 -0.191 155 1590 15.671 -0.191 100 1595 15.671 -0.191 165 -1600 15.671 -0.191 170 1805 15.671 -0.191 F-138 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL KE5W7C ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 175 I e10 15.971 -0.191 180 Isis 15.671 -0.191 185 1620 16.671 -0.191 190 1025 15.971 -0.191 195 low 15.671 -0.191 200 1s35 15.e71 -0.191 206 1E40 15.e71 -0.191 210 1e45 15.171 -0.191 215 low 15.971 -0.191 220 Is55 15.e71 -0.191 225 low Issas -0.188 230 1685 15.671 -0.191 235 1670 15.671 -0.101 ' 240 1675 15.971 -0.191 245 1680 15.671 -0.191 250 1695 16.671 -0.191 255 1 690 15.e71 -0.191 280 1605 15.971 -0.191 2e5 1700 15.971 -0.191 270 1705 15.671 -0.191 275 1710 15.e1% -0.188 280 1715 15.8e8 -0.188 285 1720 15.888 -0.188 290 1725 15.8s8 -0.188 295 1730 15.ee8 -0.188 300 1735 15.6e8 -0.188 305 1740 1s.es8 -0.188 310 1745 15.e88 -0.188 315 1750 15.868 -0.188 320 1766 16.ws -0.195 325 1760 15.e65 -0.185 330 1765, 15.665 -0.185 335 1770 15.685 -0.196 340 1775 15.ss5 -0.185 F-139 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7D ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 0 0 10.431 0 0.0083 0.0083 10.428 0.003 0.0166 0.0168 10.425 0.008 0.025 0.025 10.421 0.01 0.0333 0.0333 10.421 0.01 0.0416 0.0416 10.421 0.01 0.05 0.05 10.421 0.01 0.0583 0.0583 10.421 0.01 0.0686 0.0866 10.421 0.01 0.075 0.075 10.421 0.01 0.0833 0.0833 10.421 0.01 0.1 0.1 10.421 0.01 0.1166 0.1160 10.421 0.01 0.1333 0.1333 10.421 0.01 0.15 0.15 10.421 0.01 0.1066 0.1686 10.421 0.01 0.1833 0.1833 10.421 0.01 0.2 0.2 10.421 0.01 0.2186 0.2168 10.421 0.01 0.2333 02333 10.421 0.01 0.25 025 10.421 0.01 0.2666 0.2866 10.421 0.01 0.2833 02833 10.421 0.01 0.3 0.3 10.421 0.01 0.3166 0.3168 10.418 0.013 0.3333 0.3333 10.421 0.01 0.4166 0.4188 10.421 0.01 0.5 0.5 10.421 0.01 0.5833 0.5833 10.421 0.01 0.6066 0.6666 10.421 0.01 0.75 0.75 10.421 0.01 0.8333 0.8333 10.421 0.01 0.9166 0.9166 10.421 0.01 1 1 10.421 0.01 1.0833 1.0833 10.421 0.01 1.1660 1.1866 10.421 0.01 1.25 1.25 10.425 0.006 1.3333 1.3333 10.425 0.008 1.4166 1.4160 10.425 0.006 1.5 1.5 10.426 0.006 1.5833 1.5833 10.425 0.000 1.6666 1.6666 10.425 0.006 1.75 1.76 10.425 0.008 1.8333 1.8333 10.425 0.006 1.9188 1.9168 10.425 0.006 2 2 10.428 0.003 2.5 2.6 10.428 0.003 3 3 10.431 0 3.5 3.6 10.431 0 4 4 10.431 0 4.5 4.5 10.431 0 5 6 10.431 0 5.5 5.5 10.431 0 6 6 10.434 -0.003 6.5 6.5 10.434 -0.003 F-140 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7D ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minute®) (feet) (feet) 7 7 10.434 -0.003 7.5 7.5 10.434 -0.003 8 8 10.434 -0.003 8.5 8.5 10.437 -0.008 9 9 10.437 -0.006 9.6 9.5 10.437 -0.008 10 10 10.437 -0.006 12 12 10.434 -0.003 14 14 10.434 -0.003 16 16 10.431 0 18 18 10.428 0.003 20 20 10.428 0.003 22 22 10.431 0 24 24 10.429 0.003 26 26 •, 10.428 0.003 28 28 10.425 0.008 30 30 10.428 0.003 32 32 10.426 0.006 34 34 10.425 0.000 38 30 10.425 0.008 38 38 10.425 0.006 40 40 10.425 0.008 42 42 10.425 0.000 44 44 10.425 0.006 48 46 10.421 0.01 48 48 10.425 0.006 50 50 10.426 0.006 52 52 10.428 0.003 54 54 10.425 0.008 56 56 10.425 0.008 58 58 10.421 0.01 60 00 10.421 0.01 62 62 10.421 0.01 64 64 10.425 0.006 60 N 10.421 0.01 68 Be 10.421 0.01 70 70 10.421 0.01 72 72 10.421 0.01 74 74 10.425 0.006 76 76 10.421 0.01 78 78 10.425 0.000 80 80 10.425 0.000 82 82 10.421 0.01 84 84 10.421 0.01 Be 86 10.421 0.01 88 88 10.421 0.01 90 90 10.425 0.006 02 92 10.425 0.000 94 94 10.421 0.01 98 96 10.421 0.01 98 98 10.421 0.01 100 100 10.421 0.01 105 105 10.418 0.013 110 110 10.421 0.01 115 115 10.418 0.013 y rn m 7S Sao�ii ii�iSinSini5tno wouoiomaNSaoegg uiom C n y m m z 3 m N y .r � a �0 s0N0 $ss��s ��oNsisss'osass9ss8M Zm 0 J J J J r J J J r J r J J J J J J J J J J J J J J J J J J J J r J J J J J J J J V z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 zm IO m m 0 0 O b b b b b b b b b b b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O D O O O 0 0 Q Z5 gW000wca z F-142 AQIUFER TEST (DRAWDOWN AND RECOVERY) WELL K45W7D ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 395 395 10.428 0.003 400 400 10.425 0.008 405 405 10.428 0.003 410 410 10.425 0.000 415 415 10.425 0.000 420 420 10.425 0.006 425 425 10.425 0.008 430 430 10.425 0.006 435 435 10.425 0.000 440 440 10.425 0.006 445 446 10.428 0.003 450 450 10.426 0.000 455 456 10.426 0.000 480 460 10.425 0.000 485 465 10.425 0.006 470 470 10.421 0.01 476 475 10.421 0.01 480 480 10.421 0.01 485 485 10.421 0.01 490 490 10.421 0.01 495 496 10.425 0.006 500 500 10.421 0.01 605 SOS 10.421 0.01 510 510 10.421 0.01 515 515 10.421 0.01 520 520 - 10.421 0.01 525 525 10.421 0.01 530 530 10.421 0.01 535 535 10.425 0.000 540 540 10.425 0.006 545 545 10.425 0.008 550 550 10.426 0.006 555 555 10.425 0.006 560 580 10.425 0.000 565 565 10.425 0.008 570 570 10.425 0.008 575 575 10.421 0.01 580 580 10.421 0.01 586 585 10.421' 0.01 590 590 10.421 0.01 595 595 10.421 0.01 S00 800 10.421 0.01 605 605 10.421 0.01 610 610 10.421 0.01 615 615 10.421 0.01 620 620 10.421 0.01 625 625 10.418 0.013 830 830 10.418 0.013 835 835 10.418 0.013 640 640 10.415 0.018 845 845 10.415 0.016 850 850 10.415 0.010 655 856 10.412 0.019 SIM 880 10.412 0.019 665 885 10.412 0.019 M LL 3 's0000co o"s000 ogogo2so i000 o$ 0 0 0 0 0 0 0 0 0 o 0 0 o 0 0 o o o a o 6 0 o o 6 0 o o 0 0 o o o 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 LU o 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 O o O o 0 6 0 0 0 0 Z z CC 20 e� m LLI LL w E 5z w w� LL IL w CO) m m p pp ® v N N N N+ .a j++ g++ -- O O m 0 0 0 V V O+ 0 0 0 O O O N 0 O+ O+ 8 0� o®o V V ® m m O -0 (on a iaaoi°��n$�n$�'i�w"�wowow�inowo�'ri1i'ii��n$�'n�'wowowowi5�owo��ii�i�'�m C T y m MM 3 m 5 y e ve f-a . c P + + .a + + + + + + + + + + - + + + + + + + — + + + + + + + + + + — - + + + + + + + r N N +++++++++++ +++++++ �► O O O O O O O O O® O ® Oic m o + + + + + + - + + + + + + + + + + + + + + + + + + + + + + .�► + + + + + + + + + + + + + + + + � D 30 (�_ o O D O O O ® O D O O o ® D O O D O ® + + J o 0 O O ® O O 8 1 V Z sngmo 1. A N + m n v o m < o® 00 00 co 0 0 0 0 coo00 00 cc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I Z5 F-145 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K55W`7D STEP TIME 1220 1225 1230 1235 1240 1245 1250 1255 1280 1265 1270 1275 1280 1285 1200 1295 1300 1305 1310 1315 1320 1325 1330 1335 1340 1345 1350 1356 1360 1365 1370 1375 1380 1385 1390 1395 1400 1405 1410 1415 1420 1425 1430 1435 0 0.0083 0.0188 0.025 0.0333 0.0416 0.05 0.0583 0.0666 0.075 0.0833 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING (minutes) (feet) 1220 10.381 1225 10.381 1230 10.371 1235 10.371 1240 10.371 1245 10.371 1250 10.388 1255 10.365 1200 10.366 1285 10.355 1270 10.371 1275 10.368 1280 10.371 1285 10.371 1290 10.385 1295 10.362 1300 10.385 1305 10.3W 1310 10.362 1315 10.362 1320 10.385 1325 10.362 1330 10.350 1335 10.382 1340 10.359 1345 10.356 1350 10.356 1355 10.353 1360 10.358 1385 10.353 1370 10.362 1375 10.34E 1380 10.343 1385 . 10.343 1390 10.340 1395 10.34E 1400 10.348 1405 10.343 1410 10.343 1415 10.340 1420 10.343 1425 10.348 1430 10.30 1435 10.343 1435 10.346 1435.0083 10.343 1435.0188 10.343 1435.025 10.343 1435.0333 10.343 1435.0416 10.343 1435.05 10.343 1435.0583 10.343 1435.0666 10.343 1435.075 10.343 1435.0833 10.343 DRAWDOWN (feet) 0.05 0.05 0.0E 0.0E 0.0E 0.00 0.003 0.05E 0.063 0.086 0.08 0.063 0.0E 0.0E 0.0E8 0.069 0.088 0.063 0.089 0.0E9 0.0E6 0.069 0.072 0.069 0.072 0.075 0.075 0.078 0.075 0.078 0.069 0.085 0.088 0.088 0.085 0.085 0.085 0.088 0.088 0.095 0.088 0.085 0.085 0.086 END OF DRAWDOWN PHAS 0.085 0.088 0.088 0.088 0.098 0.098 0.088 0.088 0.088 0.088 0.088 F-146 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7D ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 0.1 1435.1 10.343 0.088 0.1168 1435.116E 10.343 0.098 0.1333 1435.1333 10.343 0.098 0.16 1435.15 10.343 0.088 0.1668 1435.1868 10.343 0.098 0.1833 1435.1833 10.343 0.088 02 14352 10.343 0.098 0.2166 14352186 10.343 0.098 0.2333 1435.2333 10.343 0.088 0.25 143525 10.343 0.088 0.2868 14352886 10.343 0.088 0.2833 1435.2833 10.343 0.088 0.3 1435.3 10.343 0.088 0.3166 1435.3168 10.343 0.088 0.3333 1435.3333 10.343 0.088 0.4166 1435.4186 10.343 0.088 0.5 1435.5 10.343 0.088 0.5833 1435.5933 10.343 0.098 0.6666 1435.8886 10.343 0.088 0.75 1435.76 10.343 0.088 0.8333 1435.8333 10.346 0.095 0.9166 1435.9166 10.348 0.085 1 1438 10.34E 0.085 1.0833 1438.0833 10.346 0.085 1.1868 1438.160E 10.34E 0.095 125 143825 10.34E 0.096 1.3333 1436.3333 10.36 0.021 1.4168 1436.418E 10.35 0.081 1.5 1436.5 10.35 0.081 1.5833 1436.5833 10.36 0.081 1.6888 1438.6806 10.35 0.081 1.75 1436.75 10.35 0.081 1.8333 1436.8333 10.25 0.081 1.9156 1430.9166 10.35 0.081 2 1437 10.353 0.078 2.5 1437.5 10.353 0.078 3 1438 10.353 0.072 3.5 1438.5 10.353 0.078 4 1439 10.35E 0.075 4.5 1439.5 10.356 0.075 5 1440 10.356 0.075 5.5 1440.5 10.359 0.072 8 1441 10.356 0.075 6.5 1441.5 10.35E 0.075 7 1442 10.356 0.075 7.5 1442.5 10.358 0.075 8 1443 10.358 0.075 8.5 1443.5 10.358 0.075 9 14" 10.359 0.072 9.5 1444.5 10.359 0.072 10 1445, 10.302 0.069 12 1447 10.302 0.069 14 1449 101=1 0.075 16 1451 10.350 0.075 18 1463 10.358 0.075 F-147 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7D ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 20 1455 10.356 0.075 22 1457 10.356 0.075 24 1459 10.356 0.075 28 1461 10.356 0.075 28 1483 10.356 0.075 30 1485 10.358 0.075 32 1487 10.356 0.076 34 1469 10.350 0.075 36 1471 10.350 0.075 38 1473 10.363 0.078 40 1475 10.35 0.081 42 1477 10.35 0.081 a4 1479 10.353 0.078 46 1461 10.353 0.078 48 1493 1 o.353 0.078 5o 1495 10.35 0.081 52 1487 10.36 0.081 54 1489 10.353 0.078 58 1491 10=1 0.078 58 1493 10.353 0.078 80 1496 10.353 0.078 62 1407 10.35 0.081 64 14M 10.35 0.081 88 1501 10.35 0.081 88 1503 10.35 0.061 70 1505 10.35 0.081 72 1507 10.35 0.081 74 Iwo 10.353 0.078 76 1511 10.353 0.078 78 1513 10.350 0.075 80 Isis 10.358 0.075 82 1517 10.350 0.075 84 1519 10.350 0.075 88 1521 10.356 0.075 88 1523 10.356 0.075 90 1526 10.356 0.075 92 1527 10.35E 0.072 94 1529 10.359 0.072 98 1531 10.359 0.072 98 1533 10.382 0.069 100 1535 10.359 0.072 105 1640 10.359 0.072 110 1545 10.350 0.075 115 1s50 loam 0.076 126 ism 10.356 0.075 125 1580 10.35 0.081 130 1566 10.358 0.075 135 1570 10.356 0.075 140 1575 10.356 0.075 146 1580 10.359 0.072 150 1585 10.350 0.072 155 1590 10.382 0.060 ISO E, 1595 10.382 0.069 165 1600 10.382 0.080 170 1005 10.382 0.000 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL KE5W7D ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 176 1610 10.365 0.06E 180 1816 10.365 0.088 185 1620 10.365 0.06E 190 1825 10.388 0.063 195 1630 10.385 0.088 200 1635 10.368 0.063 205 1640 10.371 0.08 210 1646 24.625 220 1855 24.625 225 1660 24.025 230 1665 24.625 235 1070 24.626 240 1675 24.825 245 logo 24.825 250 1685 24.625 255 100 24.625 260 1695 24.025 265 1700 24.06 270 1705 24.05 275 1710 24.826 280 1715 24.025 285 1720 24.625 280 1725 24.845 295 1730 24.625 300 1735 24.625 306 1740 24.826 310 1745 24.825 315 1750 24.825 320 1755 24.625 325 1780 24.826 330 1765 24.626 335 1770 24.625 340 ins 24.625 TRANSDUCER REMOVED FROM WELL F-148 •a pp pp 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 m O W (71 A_ O O Oo O W �il A W_ N N O N N_ O -� + O O O O O C O O W N A W N oo OWD ® ��?j Oo Wm ® �?j W OWo 0® m 0� V O N® in in in in in w w �1 D C O o A W N W fVit W in W W UNi W tlOi W W® W W tNl� W W W® N W W to W tlo m W O m y m z � m -� -� 00 cc coo O c_ 0_ 00 00 O 00 cc 00 ® e i LO_ i ® O pO Q��Q??jj J �$$�jj o+ J ems �?j Q $ffi �Qj O �b a Q�p Om p® O N (A kn A in W N N O W to W in W qi ® W UVi O W fOA W® w W N W �t w W 0 W tVn tun w W to W W o z m ppOpp pp pp pp qp� pp pp ppO� pp pp pp pp pp {{�� pp pp pp p p NN Np pp pp� pp� pp pp pp pp pp qq�� pp pp Np pp pp � ppyyy�yyy O� o O O O O O O R O a O O O O N O 1W� O O O NO h7 O� r4 O� O O O� N O O�, O� O O� O O� O O� A� O 0� O� O 0� O 0� O O� O Oap z tAO� tp tp tp Aw tA ta tp 7w yA �y }$ ty wA }$O� tA }s ta }$ � ty o W � 0 � O 0 b b Q0 QQ0 yoyb� Qb Qb F-150 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K85W7E ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 7 7 26.34 0.000 7.5 7.5 20.34 0.000 8 8 20.34 0.00E 8.5 8.5 20.34 0.006 9 9 26.34 0.00E 9.5 9.5 28.34 0.00E 10 10 20.343 0.003 12 12 20.343 0.003 14 14 26.337 0.009 10 1E 20.337 0.009 18 18 26.337 0.009 20 20 26.334 0.012 22 22 20.337 0.009 24 ' 24 26.334 0.012 28 28 26.334 0.012 28 28 26.337 0.009 30 30 26.337 0.009 32 32 20.337 0.009 34 34 20.337 0.009 3E 38 20.34 0.008 38 38 26.34 - 0.008 40 40 20.34 0.00E 42 42 20.34 0.00E 44 44 28.34 0.008 46 46 20.34 0.006 48 48 26.343 0.003 50 50 20.34 0.008 52 52 26.34 0.008 54 64 20.343 0.003 56 50 28.343 0.003 58 58 26.343 0.003 60 80 26.34E 0 62 62 26.348 0 84 84 20.273 0.073 eE EO 20.353 -0.007 68 as 26.35 -0.004 70 70 26.35 -0.004 72 72 20.35 -0.004 74 74 20.353 -0.007 76 76 26.35 -0.004 78 78 20.369 -0.013 80 80 20.359 -0.013 82 82 20.35E -0.01 84 84 20.356 -0.01 88 8E 20.350 -0.01 88 88 20.350 -0.01 90 90 20.359 -0.013 92 92 20.369 -0.013 94 94 20.359 -0.013 96 90 20.369 -0.013 98 98 28.359 -0.013 100 100 20.3E2 -0.016 106 105 26.365 -0.010 110 110 20.385 -0.019 115 116 26.389 -0.023 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7E STEP TIME 120 125 130 135 140 145 150 156 180 165 170 175 180 185 190 195 200 205 210 215 220 225 230 235 240 245 250 265 260 265 270 275 280 285 290 295 300 305 310 315 320 325 330 336 340 345 350 355 360 365 370 376 390. 385 390 ELAPSED TIME SINCE PUMP ON (minutes) 120 126 130 135 140 146 150 155 100 165 170 175 180 185 190 195 200 206 210 216 220 225 230 235 240 245 250 255 260 265 270 275 280 285 290 295 300 305 310 315 320 325 330 326 340 345 360 355 300 305 370 376 390 385 390 TRANSDUCER READING (to" 26.369 26.372 26.375 20.375 28.375 20.375 28.378 26.378 26.394 20.378 26.381 26.381 28.384 26.381 20.378 28.378 26.378 28.378 20.384 26.381 26.384 26.381 26.321 20.398 26.384 26.384 20.384 20.384 26.388 26.388 26.391 26.388 26.391 20.391 26.391 28.307 20.384 26.378 26.368 26.388 26.301 26.391 20.403 20.394 20.388 20.384 26.378 20.375 20.381 26.378 20.375 26.375 28.381 20.378 28.378 DRAWDOWN (feet) -0.023 -0.020 -0.029 -0.029 -0.029 -0.029 -0.032 -0.032 -0.048 -0.032 -0.035 -0.035 -0.038 -0.036 -0.032 -0.032 -0.032 -0.032 -0.038 -0.035 -0.038 -0.035 -0.035 -0.042 -0.038 -0.038 -0.038 -0.038 -0.042 -0.042 -0.045 -0.042 -0.045 -0.045 -0.045 -0.051 -0.038 -0.032 -0.042 -0.042 -0.046 -0.045 -0.057 -0.048 -0.042 -0.038 -0.022 -0.029 -0.035 -0.032 -0.029 -0.029 -0.035 -0.032 -0.032 F-151 AQIUFER TEST (DRAWDOWN AND RECOVERY) WELL K66W7E ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 395 395 26.378 -0.032 400 400 26.376 -0.029 405 406 28.378 -0.032 410 410 28.381 -0.035 416 415 28.361 -0.035 420 420 20.384 -0.038 425 425 26.388 -0.042 430 430 20.391 -0.045 435 435 26.391 -0.045 440 440 26.391 -0.045 445 445 20.398 -0.042 450 450 20.398 -0.042 455. 455 20.388 -0.042 460 460 20.394 -0.038 465 465 26.398 -0.042 470 470 28.396 -0.042 475 475 20.388 -0.042 480 480 20.391 -0.045 485 485 26.394 -0.048 490 490 20.394 -0.048 425 495 26.394 -0.048 500 Soo 26.394 -0.048 505 505 26.394 -0.048 510 510 26.394 -0.048 515 515 26.394 -0.048 520 520 26.398 -0.042 525 525 26.391 -0.045 530 630 28.394 -0.048 535 635 26.307 -0.061 540 640 26.403 -0.067 545 645 20.403 -0.057 550 550 26.4 -0.054 555 655 26.4 -0.054 560 560 26.403 -0.057 665 565 26.403 -0.067 570 570 20.4 -0.054 575 675 28.394 -0.048 560 590 28.301 -0.045 585 b85 20.394 -0.048 590 Soo 20.4 -0.054 595 505 26.398 -0.042 600 Soo 26.397 -0.051 605 005 20.394 -0.048 010 610 20.307 -0.051 616 615 26.394 -0.048 620 620 20.304 -0.048 625 625 20.394 -0.048 630 630 26.391 -0.045 635 635 26.391 -0.046 640 640 26.394 -0.048 645 645 26.391 -0.045 650 650 26.391 -0.046 655 655 26.391 -0.046 660 660 26.394 -0.048 665 865 20.394 -0.046 F-152 m p go0 0 03 do co C13 nioaou�io.o�i��'n��'i�i��''n�'incuiou�iEnooi0m T m N m N 3 m .� y ��8 0 Q p g �q g� �o y� ¢� �p p� p� Sin'iSaNi'�at0al n°SaW�io��tii in'Srn'L5En ("n0cn l� �Sw� �V�n"$ $V�n'VZS'vV+'Va,��+ Sgvzm � g z z z oa'3'd'o�w�a' �woa'ai'��aia'i� z bbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbb�g T1 Ln w AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL KE5W7E ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 945 945 20.41 -0.064 950 950 20.413 -0.097 955 955 28.413 -0.067 980 980 20.41 -0.064 985 965 20.41 -0.064 970 970 20.413 -0.067 975 975 20.419 -0.073 980 980 26.407 -0.061 985 996 26.407 -0.061 990 990 26.419 -0.073 995 995 28.403 -0.057 1000 1000 28.4 -0.054 1005 1005 26.4 -0.054 1010 1010 26.407 -0.081 1015 1015 20.397 -0.051 1020 1020 26.407 -0.081 1025 1025 28.403 -0.057 1030 1030 20.394 -0.048 1035 1035 26.4 -0.064 1040 1040 26.407 -0.081 1045 1045 26.407 -0.061 1050 1050 20.413 -0.067 1055 1055 26.413 -0.067 1080 1080 26.420 -0.08 1005 1065 28.41 -0.084 1070 1070 26.4 -0.064 1076 1075 20.407 -0.061 1080 1080 28.403 -0.067 1095 1085 26.413 -0.067 1090 1090 20.413 -0.067 1095 1095 20.304 -0.048 1100 1100 20.384 -0.038 1105 1105 28.391 -0.046 1110 1110 20.391 -0.045 1116 1115 26.394 -0.048 1120 1120 20.391 -0.045 1125 1126 20.391 -0.045 1130 1130 26.397 -0.051 1135 1135 20.403 -0.057 1140 1140 26.388 -0.042 1145 1145 20.394 -0.038 1150 1150 26.391 -0.045 1155 1156 20.397 -0.051 1180 1160 20291 -0.045 1165 1166 20.388 -0.042 1170 1170 202M -0.042 1176 1175 20.391 -0.045 1180 1180 26AN -0.042 1185 1185 28.388 -0.042 1190 1190 20.388 -0.042 1195 1195 26.394 -0.038 1200 1200 20.364 -0.038 1206 1205 20.381 -0.035 1210 1210 20.381 -0.035 .1215 1215 26.307 -0.051 F-154 F-155 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7E ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 1220 1220 28.4 -0.054 1225 1225 28.4 -0.054 1230 1230 26.391 -0.045 1235 1235 28.391 -0.046 1240 1240 26.391 -0.045 1245 1246 28.304 -0.048 1250 1250 26.394 -0.048 1255 1265 28.388 -0.042 1280 1280 20.397 -0.051 1265 1285 26.394 -0.048 1270 1270 28.4 -0.054 1275 1275 26.307 -0.051 1280 1280 28.4 -0.054 1285 1285 28.397 -0.051 1290 1290 26.388 -0.042 1295 1295 26.381 -0.035 1300 1300 26.397 -0.051 1305 1305 26.397 -0.051 1310 1310 26.394 -0.048 1315 1315 26.384 -0.038 1320 1320 28.397 -0.051 1325 1325 26.388 -0.042 1330 1330 26.381 -0.035 1325 1335 26.397 -0.051 1340 1340 20.391 -0.046 1345 1345 20.391 -0.045 1350 1350 20.307 -0.051 1355 1355 26.391 -0.045 1360 1380 26.4 -0.064 1385 1385 28.394 -0.048 1370 1370 26.428 -0.08 1375 1375 20.381 -0.035 1380 1380 28.381 -0.035 1385 1385 28.388 -0.042 1390 1390 26.388 -0.042 1395 1395 28.304 -0.048 1400 1400 20.391 -0.045 1405 1405 26.394 -0.048 1410 1410 28.397 -0.051 1416 1415 28.403 -0.057 1420 1420 26.403 -0.067 1425 1425 26.403 -0.067 1430 1430 28-W7 -0.051 1435 1435 20.4 -0.054 END OF DRAWDOWN PHASE 0 1436 20.4 -0.054 0.0083 1435.0083 20.403 -0.057 0.0168 1435.0166 28.403 -0.057 0.025 1435.026 20.403 -0.067 0.0333 1425.0333 28.403 -0.067 0.0418 1435.0416 28.4 -0.064 0.05 1435.05 28.403 -0.067 0.0683 1435.0593 28.4 -0.054 0.0888 : . 1435.0888 26.403 -0.057 0.075 1435.075 28.403 4.057 0.0833 1435.0833 26.4 -0.064 tD Ln LL 3�0000000000000000000000000000000000000000�0�0�00�00 �g4444444444444444444444444444444444444444444444444444444 �v UC7 ppp sps poppppos pg ppg gp p pp pgo pIC04 oIV NNNNColl pot�J POJ Cp7IQ�ppp cc W Z N N l9 N b b N N b b Iq b b Iq P 20 IL a W E WU Z co N N l'0 H O r' O Co O N O t�1 OYf fpN �+1 � �J �N �M+1N C7 NM V N N uNi i0 N® h N EO NED coNO N N (9 't W O- ® Nq O N V N CO a 1Uff (O 00 W W 60 O O O O O O O O O 00 O O e= �- H N F-157 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL KE5W7E ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 20 1455 28.407 -0.081 22 1457 26.403 -0.057 24 1459 26.403 -0.057 26 1461 26.403 -0.057 28 1463 28.403 -0.067 30 1465 26.403 -0.067 32 1467 26.403 -0.057 34 1469 28.407 -0.081 36 1471 20.403 -0.067 38 1473 28.4 -0.064 40 1476 20.304 -0.048 42 1477 28.394 -0.048 44 1479 28.4 -0.064 48 1481 26.4 -0.054 48 1483 28.4 -0.054 50 1485 28.304 -0.048 52 1487 26.307 -0.051 54 1489 26.397 -0.051 58 1491 26.4 -0:054 58 1483 28.4 -0.054 80 1495 26.397 -0.051 62 1497 28.394 -0.048 64 1499 28.304 -0.048 88 1501 26.391 -0.045 68 1503 26.391 -0.045 70 1505 28.388 -0.042 72 1507 20.304 -0.048 74 1509 26.4 -0.054 76 1511 26.403 -0.057 78 1513 26.41 -0.054 80 1515 26.407 -0.081 82 1517 26.41 -0.064 84 1519 20.413 -0.087 86 1521 28.413 -0.067 88 1523 20.413 -0.067 90 1525 28.41 -0.064 92 1527 26.41 -0.004 94 1520 28.413 -0.067 98 1531, 20.416 -0.07 98 1633 20.416 -0.07 100 1535 20.413 -0.067 105 1540 28.413 -0.067 110 1545 26.41 -0.064 115 1550 26.41 -0.084 120 1555 26.41 -0.084 125 1500 20.407 -0.001 130 1565 28.413 -0.067 135 1570 28.413 -0.067 140 1675 28.413 -0.067 145 1580 26.41 -0.054 150 1695 20.403 -0.057 155 1690 28.407 -0.001 180 1696 28.407 -0.061 165 1800 28.407 -0.061 170 1005 20.407 -0.081 F-158 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL K65Uf7E ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 175 1810 26.407 -0.081 180 -1815 28.41 -0.064 185 1820 26.41 -0.084 190 182s 26.41 -0.084 195 1630 28.413 -0.067 200 1635 26.416 -0.07 205 1840 26.418 -0.07 210 1646 215 law 220 law 225 la60 230 1885 235 1670 240 1675 245 1880 250 lags 256 1890 280 1095 255 1700 270 1705 275 1710 280 1715 285 1720 290 1725 295 1730 300 1736 305 1740 310 1745 315 1750 320 1756 325 1780 330 1765 335 1770 340 1775 TRANSDUCER REMOVED FROM WELL rn Ln i LL 3 000000000000M�000g000goo88�g SZS�gv-&C4 oSc��°oc,01--C4 •r°.��i3r °� q q 4 4g4gqq4q4qqqq4qq44q44q444q4q44qq V¢ M M W W m 0 0 0 g p 0 W 0 0 0 0 0 0 0 0 0 0 0 0 at a � C- O a m O m 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0® r N M• Y O Z O O O O OD 0 0 0 0 1® 0 0 0®® 0 0® O O 66 O O O h P 1�: h h N, h P 1-* P. z�t Z O M 1p O M M W f��p Mq ��pp Mq C4 ®p �yy M b �cpy�l 1q N Ip �p�y�y ma$ ep N M M W • 10 Ip W O M 2° pO O 1t1 O O 0 O CO CH 0 O e6 O O If7 O N W O p0 lV l7 r 1f1 O a O O N N N N M Q « 0 0 G 0 00 O 00 C3.0 0 0 co O O 0 cc co 3 U) IL W E z I cc W W N U- W O M tC4 0 co IN o O 1n M Ip M N 11! M (�+y� b O Iq Ifl Ip Ip Q M M w v w {q 0 O w O O O U) O O 00 O 00 O 00 M CO O 0 p pp O LV M V N O F O O O N N N ell O •- N O t�91 .4 Mo O O t0 coO �- V Yi O m W O O O O O O O 00 00 O O 0 0 O O O O O O O�- r- F-160 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL Ke5W7F ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 7 7 7.e77 -0.767 7.5 7.6 7.733 -0.823 8 8 7.790 -0.886 8.5 8.5 7.861 -0.961 9 9 7.921 -1.011 9.5 9.5 7.994 -1.074 10 10 8.043 -1.133 12 12 8.272 -1.382 14 14 8.498 -1.579 1e to 8.691 -1.781 18 18 8.879 -1.969 20 20 0.054 -2.144 22 22 9.223 -2.313 24 24 9.377 -2.467 2e 2e 9.521 -2.611 28 28 9.e59 -2.749 30 30 9.79 -2.98 32 32 9.909 -2.990 34, 34 10.025 -3.115 3e 3e 10.134 -3.224 38 38 10247 -3.337 40 40 10.347 -3.437 42 42 10.447 -3.537 44 44 10.535 -3.625 4e 48 10.616 -3.706 48 48 10.713 -3.803 50 50 10.801 -3.891 52 62 10.679 -3.90 54 54 10.955 -4.045 58 58 11.027 -4.117 58 68 11.092 -4.182 60 e0 11.158 -4248 e2 e2 11214 -4.304 64 84 11271 -4.381 Be as 11.321 -4.411 e8 e8 11.374 -4.464 70 70 11.427 -4.517 72 72 11.471 -4.581 74 74 11.515 -4.805 7e 78 11.562 -4.652 78 78 11.618 -4.708 80 80 11.659 -4.749 82 82 11.e09 -4.789 84 84 11.734 -4.924 Be 80 11.778 -4.8e8 as 88 11.809 -4.M* 90 90 11.047 -4.937 92 92 11.878 -4.966 94 94 11.903 -4.993 9e 9e 11.934 -6.024 98 98 11.962 -5.052 100 100 11.987 -5.077 105 105 12.063 -5.153 110 110 12.119 -52M 115 115 12.172 -5202 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7F STEP TIME 120 125 130 135 140 146 150 165 160 165 170 175 180 185 190 195 200 205 210 215 220 225 230 236 240 245 250 255 280 265 270 275 280 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 360 365 370 375 380 385 390 ELAPSED TIME SINCE PUMP ON (minutes) 120 125 130 135 140 145 150 166 ISO 165 170 175 180 185 190 196 200 205 210 215 220 225 230 z35 240 245 250 255 280 265 270 275 280 285 290 295 300 305 310 315 320 326 330 335 340 345 350 355 380 365 370 375 380 395 390 TRANSDUCER READING (teat) 12.219 12.263 122" 12.341 12.413 12.457 12.494 12.52 12.548 12.579 12.804 12.632 12.657 12.673 12.6W 12.717 12.745 12.764 12.778 12-795 12.82 12.8N 12.848 12.864 12.870 12.880 12.904 12.917 12.929 12.942 12.951 12.951 12.967 12.978 12.995 12.998 13.008 13.014 13.023 13.033 13.03 13.042 13.064 13.067 13.073 13.089 13.095 13.105 13.108 13.111 13.12 13.145 13.142 13.142 13.152 DRAWDOWN (feet) -6.309 -5.353 -5.384 -6.431 -5.603 -6.547 -5.584 -6.01 -6.838 -6.869 -6.094 -6.722 -6.747 -6.783 -6.798 -5.807 -6.836 -6.864 -6.868 -5.885 -6.01 -5.919 -5.938 -6.954 -5.966 -6A79 -6.004 -6.007 -6.019 -6.032 -8.041 - 8.041 -6.067 -6.066 -6.096 -6.088 -6.098 -6.104 -8.113 -8.123 -6.12 -6.132 -6.154 -6.167 -6.163 -0.179 -6.185 -6.195 -6.198 -8.201 -621 -6.= -6.232 -41232 -6242 F-161 F-162 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL K65WY7F ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minute®) (feet) (feet) 395 395 13.158 -8248 400 400 13.167 -6257 405 405 13.17 -626 410 410 13.174 -8264 415 415 13.18 -6.27 420 420 13.106 -82" 425 425 13.100 -6.289 430 430 13202 -6292 435 435 132W -62M 440 440 13.217 -6.307 445 446 13.227 -6.317 450 450 13M -8.32 455 455 132W -6.328 480 480 13242 -6.332 466 465 13249 -6.339 470 470 13248 -8.338 475 475 13281 -6.351 490 480 132V -6.367 485 485 132" -8.367 490 490 13283 -6.373 495 495 132M -8.378 500 500 13.288 -8.370 505 505 13289 -8.379 510 510 132M -6.386 515 515 13296 -6.386 520 620 1320 -8.399 525 625 13.308 -6.398 530 530 13.314 -8.404 535 535 13.33 -a.42 640 540 13.330 -a.428 545 545 13.333 -8.423 550 550. 13.332 -6.429 555 555 13.339 -6.429 580 560 13.343 -6.433 585 505 13.349 -8.439 570 570 13.349 -8.430 576 575 13.355 -6.445 580 580 13.356 -0.446 585 585 13.304 -0.454 590 590 13.366 -a.456 595 595 13.371 -6.481 600 000 13.371 -6.461 605 005 13.374 -6.464 610 610 13.377 -8.467 815 615 13.383 -0.473 620 620 13.393 -a.473 625 625 13.39 -8.48 630 en 13.39 -8.48 635 835 13.393 -6.483 640 840 13.399 -6.489 645 845 13.405 -6.495 650 650 13.416 -6.505 855 655 13.421 -8.511 680 660 13.424 -6.514 685 665 13.43 -8.52 F-163 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL K86W7F ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (fe" 670 970 13.433 -6.523 675 675 13.438 -8.526 e80 660 13.448 -6.530 885 685 13.449 -6.539 e90 690 13.449 -11.539 e95 895 13.449 -a.539 700 700 13.452 -6.542 705 705 13.458 -6.648 710 710 13.468 -8.558 715 715 13.471 -6.581 720 720 13.471 -6.561 725 725 13.477 -0.567 730 730 13.493 -6.673 735 735 13.48 -6.57 740 740 13.487 -6.577 745 745 13.49 -6.58 750 750 13.493 -6.583 755 755 13.403 -6.583 780 780 13.499 -8.589 765 765 13.502 -6.502 770 770 13.505 -4.505 775 775 13.506 -0.595 780 780 13MB -6.508 785 795 13.512 -6.602 790 790 13.521 -4.611 795 795 13.621 -6.011 800 800 13.524 -6.814 805 805 13.53 -6.62 810 810 13.537 -6.627 815 815 13.543 -a.633 820 820 13.646 -6:836 825 825 13.540 -8.836 830 830 13.549 -0.639 835 835 13.552 -6.642 840 840 13.655 -8.845 845 845 13.555 -8.645 850 850 13.565 -6.656 855 855 13.565 -6.655 800 Sao 13.568 -6.658 865 885 13.58 -6.87 870 870 13.584 -8.674 875 875 13.587 -6.677 880 880 13.50 -6.88 885 885 13.598 -8.688 890 890 13.805 -6.896 805 896 13.500 -8.689 900 900 13.50 4.689 905 905 13.598 -6.688 910 010 13.590 -6.689 915 915 13.805 -8.895 920 920 13.605 -4.06 925 926 13.809 -6.00 930 930 13.618 -6.708 935 935 '13.621 -8.711 940 940 13.024 -6.714 F-164 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL KA5W7F ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 945 946 13.63 -6.72 950 950 13.634 -6.724 955 955 13.834 -4.724 960 980 13.64 -6.73 965 965 13.648 -6.730 970 970 13.652 -4.742 975 075 13.11W -8.746 980 980 13.652 -a.742 985 us 13.652 -a.742 990 990 13.862 -6.762 995 995 13.885 -8.756 1000 1000 13.065 -a.755 1005 1005 13.868 -8.756 1010 1010 13.674 -8.764 1015 1015 13.671 -6.701 1020 1020 13.877 -a.767 1025 1025 13.684 -a.774 1030 1030 13.884 -0.774 1035 1035 13.693 -8.783 1040 1040 13.11N -8.786 1045 1045 13.702 -8.702 1050 1050 13.702 -0.702 1055 1055 13.709 -6.709 1060 1000 13.712 -8.802 1065 1065 13.712 -8.802 1070 1070 13.715 -8.805 1075 1075 13.721 -6.811 1080 1090 13.724 -41.814 1085 1085 13.734 -8.824 1090 1090 13.743 -6.833 1095 1095 13.731 -6.821 1100 1100 13.734 -6.824 1106 1105 13.737 -a.827 1110 1110 13.737 -6.827 1115 ilia 13.749 -6.839 1120 1120 13.749 -8.839 1125 1125 13.750 -6.849 1130 1130 13.762 -8.852 1135 1135 13.768 -8.85e 1140 1140 13.785 -6.856 1145 1145 13.768 -8.658 1150 1150 13.778 -4.888 1155 1155 13.781 -a.871 1160 1180 13.781 -6.871 lies 1165 13.784 -8.874 1170 1170 13.781 -6.871 1175 1175 13.787 -0.877 1180 1180 13.793 -8.883 1185 1185 13.793 -8.983 1190 1190 13.798 -0.888 1195 1195 13.796 -8.88f! 1200 1200 13.799 -8.689 1205 1205 13.806 -8.898 1210 1210 - 13.803 4.893 -- 1215 1215 13.615 -6.906 1 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL Ka5W7F ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (fast) 1220 1220 13.216 -6.905 1225 1225 13.812 -8.902 1230 1230 13.815 -6.905 1235 1235 13.815 -6.905 1240 1240 13.815 -6.905 1245 1245 13.816 -8.905 1250 1250 13.818 -6.908 1255 1255 13.818 -6.908 1260 1280 13.821 -6.911 1265 1285 13.826 -41.915 1270 1270 13.834 -6.924 1275 1275 13.837 -E.927 1280 1280 13.846 -8.93E 1285 1286 13.8" -8.98a 1290 1290 13.84E -a.930 1295 1295 13.853 -6.943 1300 1300 13.862 -8.952 1305 1305 13.8E2 -S.952 1310 1310 13.868 -a.958 1315 1315 13.808 -6.968 1320 1320 13.8E5 -6.956 1325 1325 13.871 -8.901 1330 1330 13.871 -a.9E1 1335 1335 13.878 -a.908 1340 1340 13.981 -8.971 1345. 1346 13.987 -a.977 1350 1350 13.89 -6.98 1355 1355 13.887 -a.977 1380 1360 13.89E -8.980 1365 1386 13.896 -a.98a 1370 1370 13.915 -7.005 1375 1376 13.890 -a.98a 1360 1390 13AOE -0.996 1385 1385 13.9 -a.99 1390 1300 13.9 -a.99 1395 1395 13.89E -6.986 1400 1400 139 -a.99 1405 1405 13.9 -a.99 1410 1410 13.890 -a.98a 1415 1415 13.896 -a.99a 1420 1420 13.893 -6.993 1425 1425 13.893 -a.983 1430 1430 13.893 -8.983 1435 1436 13.993 -a.983 END OF DRAWDOWN PHASE 0 1436 13.893 -8.983 0.0093 1435.0093 13.893 -8.983 0.0106 1435.010E 13.893 -a.983 0.025 1435.025 13.893 -a.983 0.0333 1435.0333 13.80 -6.993 0.0416 1435.041E 13.893 -6.993 0.05 1436.05 13.890 -a.980 0.0583 1435.0583 13.890 -8.988 0.0E88: 1435.05a0 _ 13.993. -6.983 0.075 1435.075 13.89a -a.98a 0.0833 1435.0833 13.893 -0.083 F-165 F-166 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7F ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 0.1 1435.1 13.896 -11.986 0.1168 1435.1106 13.80 -6.983 0.1333 1435.1333 13.893 -0.983 0.15 1435.16 13.893 -6.983 0.1666 1435.1868 13.80 -6.983 0.1833 1435.1833 13.893 -8.993 0.2 1435.2 13.896 -0.980 0.2188 1435.2160 13.8W -8.983 0.2333 1435.2333 13.893 -6.063 0.25 1435.25 13.823 -6.093 0.2668 1435.2866 13.8W -6.980 0.2833 1435.2833 13.893 -6.983 0.3 1435.3 13.893 -8.983 0.3168 1435.3166 13.893 -8.983 0.3323 1435.3333 13.890 -8.986 0.4166 1435.4168 13.893 -6.883 0.5 1435.5 13.893 -6.983 0.5833 1436.5833. 13.80 -6.993 0.6666 1435.66W 13.893 -6.993 0.75 1435.75 13.893 -6.983 0.8333 1435.8333 13.893 -6.993 0.9166 1436.9160 13.80 -8.993 1 1430 13.893 -6.983 1.0833 1436.0833 13.99 -0.98 1.1668 1430.1660 13.99 -8.96 1.25 143625 13.887 -G.F" 1.3333 1436.3333 13.987 -6.977 1.4166 1438.4168 13.884 -6.974 1.5 1436.5 13.894 -6.974 1.6833 1436.6833 13.981 -6.971 1.6666 1438.6W6 13.878 -8.968 1.75 1436.75 13.875 -6.965 1.8333 1436.8333 13.871 -8.981 1.9168 1436.9180 13.888 -0.958 2 1437 13.805 -6.955 2.5 1437.5 13.84 -6.93 3 1438 13.803 -6.893 3.5 1438.5 13.753 -0.843 4 1439 13.099 -6.799 4.5 1439.5 13.637 -6.727 5 1440 13.566 -8.658 5.5 1440.5 13.490 -6.680 0 1"1 13.418 -6.508 0.5 1441.5 13.333 -S.423 7 1442 13248 -6.330 7.5 1442.5 13.156 -8248 8 1443 13.073 -6.163 8.5 1443.5 12A89 -6.079 9 1444 12.914 -6.004 9.6 1444.5 12.839 ,5.929 10 1445 12.77 ' -5.80 12 1447 12.523 -5.613 14 1449 12.335 -6.426 10 1461 12.147 -5237 18 1453 11.950 -6.046 F=167 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL K66W7F ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 20 1465 11.771 -4.661 22 1467 11.602 -4.092 24 1459 11.452 -4.542 26 1481 11.318 -4.408 28 1483 11.199 -4.289 30 1485 11.095 -4.185 32 1467 10.995 -4.095 34 1469 10.901 -3.991 36 1471 10.22 -3.01 38 1473 10.742 -3.832 40 1475 10.87 -3.78 42 1477 10.607 -3.697 44 1479 10.548 -3.638 46 1481 10.491 -3.591 48 1483 10.438 -3.528 50 1485 10.388 -3.478 52 1467 10.347 -3.437 54 1489 10.307 -3.397 56 1491 10.269 -3.359 68 1493 10231 -3.321 80 1425 10.194 -3284 62 1407 10.169 -3240 84 1499 10.125 -3.215 60 1501 10.094 -3.184 68 1503 10.086 -3.150 70 1505 10.037 -3.127 72 1507 10.015 -3.105 74 1509 9.094 -3.084 70 1511 9.988 -3.058 78 1513 9.95 -3.04 80 1515 9.925 -3.015 82 1517 9.903 -2.993 84 1619 9.894 -2.974 Be 1521 9.862 -2.952 88 1523 9.843 -2.933 90 1525 9.824 -2.914 92 1527 9.803 -2.893 94 1529 9.787 -2.877 99 1531 9.771 -2.801 98 1633 9.756 -2.846 100 153b 9.74 -2.83 105 1540 9.699 -2.789 110 1546 9.805 -2.755 115 1550 9.63 -2.72 120 1555 9.599 -2.889 125 1560 9.681 -2.651 130 1565 9.536 -2.826 135 1570 9.508 -2.598 140 1575 9.483 -2.673 145 1580 9.465 -2.546 150 1585 9.427 -2.517 155 1590 9.406 -2.495 160 1595 9.393 -2.473 185 1000 9.368 -2.448 170 1806 9.338 -2.420 F-168 AQUIFER TEST (DRAWDOWN AND RECOVERY) WELL K65W7F ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 175 1610 9.314 -2.404 180 1615 9.295 -2.385 185 1820 9.273 -2.363 100 1626 920 -2.345 195 1630 9.239 -2.329 200 1635 9.22 -2.31 205 1640 9.201 -2291 210 1645 9.17 -220 215 1650 9.148 -2238 220 1655 9.129 -2219 225 1880 9.111 -2201 230 1665 9.095 -2.195 235 1670 9.079 -2.109 240 1676 9.081 -2.151 245 1680 9.045 -2.135 250 1885 9.029 -2.119 255 1690 9.014 -2.104 260 1695 8.995 -2.085 255 1700 8.979 -2.069 270 1705 8.06 -2.05 276 1710 8.938 -2.028 280 1715 8.023 -2.013 295 1720 8.91 -2 290 1725 8.80 -1.995 295 1730 8.879 -1.969 300 1735 8.86 -1.25 305 1740 8.845 -1.935 310 1745 8.832 -1.922 315 1750 8.813 -1.903 320 1755 8.798 -1.888 325 1700 8.782 -1.672 330 1765 9.706 -1.858 335 1770 8.764 -1.844 340 1775 8.741 -1.831 (� p p o p p p p p p 0 0 0 0 p p p p 0 0 O O 0 p p 0 N A W N VN W w ppp W 0 Q j�j p �® p W 0 N � p pWp O :� :a p p O p 'pn p Ap p O p 'pp D O ®� �O,ND1 m� t!1 0 bN N N A ffl W iA N ® W W tia W W N O N W fN W ® 47 W tN7i 1a W W N fVl� W f0n W In ® W O T' C m y m p 0 v N m f ppp+, pip ppp 00 000 pp?�pe yco g0 00 pips pp 4.0 coo aoallo+iAawaNg�iain�'n�i��iFiaSa�i�wffio�i�i�ioiai5m�i��ia woLini�io zm z r 0 0 0 q 0 0 0 0� 0 0 0 0 0 0 0 0 0 0 0 O O O O g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� 0 0 0 0 0 V p V6 V V J V V V V J J V V O O O O O V V V V V V V V _� `~' 2 C n O p V V V V V V NV V- V V V 44 44 V V V V V vOv V V V V V ��14� ..��wC-4 �0 �w0..�9 —C" + wwwwwwwwwwwwwwwwwwwww G) m O W W wwww �o v a � p$p$ppoppyp�pppppoSp�OoppQopQopQoopo bb �� p W a�3 W� W ��i��dsdidi�3SoS��S��igwLigw��ppppppppppppppppppppptigpppp Z F-170 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL KSSW7G ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 7 7 6.716 -0.003 7.5 7.5 6.72 -0.007 8 8 6.726 -0.013 8.5 8.6 6.732 -0.019 0 9 6.739 -0.026 9.5 9.5 6.748 -0.035 10 10 6.764 -0.041 12 12 6.789 -0.078 14 14 6.834 -0.121 16 16 8.881 -0.168 18 is 6.9w -0225 20 20 6.995 -0282 22 22 7.059 -0.348 24 24 7.122 -0.409 26 26 7.189 -0.476 28 28 7.256 -0.642 30 30 7.322 -0.609 32 32 7.392 -0.679 34 34 7.458 -0.745 38 36 7.525 -0.812 38 38 7.592 -0.879 40 40 7.655 -0.942 42 42 7.722 -1.009 44 44 7.782 -1.069 46 46 7.842 -1.129 48 48 7.902 -1.189 50 50 7.963 -1.25 52 52 8.02 -1.307 64 64 8.074 -1.381 56 56 8.128 -1.415 58 58 8.188 -1.475 60 60 8.226 -1.513 62 62 827 -1.667 64 64 8.308 -1.695 SS 60 8.343 -1.63 68 68 8.376 -1.662 70 70 8.407 -1.664 72 72 8.435 -1.722 74 74 8.467 -1.754 76 76 8.508 -1.795 78 78 8.563 -1.84 80 s0 8.591 -1.878 82 82 8.625 -1.912 94 84 8.80 -1.947 86 86 8.02 -1.979 88 as 8.724 -2.011 90 90 8.750 -2.043 02 92 8.787 -2.074 94 94 8.818 -2.103 96 96 8.844 -2.131 98 98 8.873 -2.16 100 100 8.901 -2.188 105 105 8.968 -2245 110 110 9.006 -2293 115 116 9.06 -2.337 -I m v wSao iri Sin MO M OOSENSmo�°n98i'nn��wot�noao�i�iioNo�i°i�Yii�'�ii��n�tNi�m S2 m z� 3 m N � C 8 ® y 3� 0 0 0 0 0 0 0 Ocoee 0 0 0 0 0 0 0 !D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ® O O Z C v co 11 11 � N6 F-172 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL KESW7G ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 395 396 0.929 -3.218 400 400 9.936 -3222 405 405 9.946 -3.232 410 410 9.951 -3238 415 416 9.901 -3248 420 420 9.97 -32.57 425 425 9.98 -3.267 430 430 9.988 -3.273 435 435 9.99E -3.283 440 440 10.002 -3289 445 445 10.011 -3298 450 450 10.018 -3.305 455 456 10.024 -3.311 480 460 10.03 -3.317 465 465 10.04 -3.327 470 470 10.04E -3.333 475 475 10.049 -3.336 480 490 10.056 -3.343 486 485 10.062 -3.349 490 490 10.088 -3.355 495 495 10.075 -3.382 500 500 10.078 -3.385 505 505 10.084 -3.371 510 510 10.091 -3.378 515 615 10.094 -3.381 520 520 10.1 -3.387 526 525 10.103 -3.30 530 530 10.11 -3.397 535 535 10.118 -3.403 540 540 10.122 -3.409 545 646 10.122 -3.409 550 550 10.129 -3.418 555 555 10.135 -3.422 560 5E0 10.141 -3.428 5E5 585 10.145 -3.432 570 570 10.148 -3.436 575 676 10.151 -3.438 580 580 10.157 -3.444 585 586 10.164 -3.451 590 690 10.167 -3.454 595 50 10.173 -3.4E S00 E00 10.17E -3.463 605 E05 10.183 -3.47 610 610 10.186 -3.473 615 E16 10.192 -3.479 620 620 10.195 -3.482 625 E26 10.199 -3.48E E30 E30 10205 -3.492 635 E36 102M -3.495 640 640 10214 -3.501 545 846 10.218 -3.505 E50 E50 10221 -3.508 E55 E55 10227 -3.514 EEO EEO 10.23 -3.517 EE5 EE5 10237 -3.524 F-173 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL KE5W7G ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutea) (feet) (feet) 670 670 10.24 -3.527 676 875 1024E -3.533 680 680 10249 -3.53E 685 685 10.25E -3.643 an 090 10259 -3.646 695 E95 10.262 -3.549 700 700 10268 -3.555 705 706 10271 -3.558 710 710 10275 -3.5E2 715 715 10278 -3.W6 720 720 102" -3.571 725 725 10287 -3.574 730 730 10291 -3.678 735 735 102V -3.684 740 740 10.3 -3.587 745 745 10.30E -3.683 750 750 10.31 -3.607 765 755 10.313 -3.6 780 700 10.319 -3.806 765 765 10.322 -3.809 770 770 10.325 -3.612 775 775 10.332 -3.619 780 780 10.335 -3.622 786 785 10.338 -3.825 790 790 10.344 -3.831 706 795 10.346 -3.835 800 800 10.351 -3.638 805 805 10.364 -3.841 810 810 10.36 -3.847 815 815 10.363 -3.65 820 820 10.37 -3.857 825 825 10.373 -3.6E 830 830 10.376 -3.EE3 835 835 10.379 -3.808 840 840 10.392 -3.8E9 845 845 10.389 -3.870 850 am 10.392 -3.E79 a55 856 10.308 -3.685 860 8Eo 10.402 -3.689 8E5 8E5 10.405 -3.692 870 870 10.411 -3.698 875 875 10.417 -3.704 880 880 10.421 -3.708 885 885 10.424 -3.711 890 890 10.43 -3.717 895 895 10.433 -3.72 900 900 10.44 -3.727 905 905 10.448 -3.733 910 910 10.440 -3.738 915 915 10.449 -3.738 920 920 10.452 -3.730 - 926 925 10.455 -3.742 930 930 10.482 -3.749 935 935 10.408 -3.755 940 940 10.471 -3.758 F-174 AQIUFER TEST (DRAWDOWN AND RECOVERY) WELL-K65W7G ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minute®) (feet) (feet) 946 945 10.474 -3.761 950 950 10.478 -3.765 965 966 10.494 -3.771 960 900 10.487 -3.774 965 956 10.493 -3.78 970 970 10.503 -3.79 975 075 10.609 -3.796 980 980 10.508 -3.793 985 986 10.509 -3.790 980 990 10.619 -3.806 996 905 10.519 -3.806 1000 1000 10.522 -3.809 1005 1005 10.522 -3.809 1010 1010 10.532 -3.810 1016 1015 10.528 -3.815 1020 1020 10.638 -3.625 1025 1025 10.536 -3.825 1030 1030 10.638 -3.825 1035 1035 10.651 -3.838 1040 1040 10.551 -3.838 1045 1045 10.667 -3.844 1050 1050 10.663 -3.25 1055 1055 10.67 -3.857 1050 1000 10.576 -3.863 1065 1065 10.676 -3.863 1070 1070 10.573 -3.86 1075 1075 10.562 -3.869 1080 1080 10.585 -3.872 1085 1085 10.50 -3.682 1090 1090 10.601 -3.888 1095 1095 10.589 -3.876 1100 1100 10.589 -3.876 1105 1105 10.564 -3.941 1110 1110 10.595 -3.882 1115 1115 10.604 -3.691 1120 1120 10.604 -3.991 1125 1125 10.604 -3.891 1130 1130 10.614 -3.901 1135 1135 10.62 -3.907 1140 1140 10.62 -3.907 1145 1145 10.624 -3.911 1150 1150 10.633 -3.92 1155 1155 10.639 -3.926 1160 1160 10.639 -3.920 1165 1165 10.643 -3.03 1170 1170 10.646 -3.933 1175 1176 10.652 -3.939 1180 1180 10.668 -3.946 1185 1185 10.658 -3.945 1190 1190 10.665 -3.962 1195 1195 10.665 -3.952 1200 1200 10.668 -3.955 1205 1205 10.674 -3A61 1210 1210 10.677 -3.964 1215 1216 10.687 -3.974 to -i 0 0 0 00 00 m OP 0 0 0 0 0P 0 0 .+ - J J J J J J WWWWW W W �7 N N N N NVN ®N N®tIo N Na A NW (� � fWl®G WOO lAO A in N O N O( (A O tn O W"0 V1O m O on O d M O m y m z� m� O O O O O O® O -- r— J J J J J J— — —— — -- r— — -- � -a �> �Z v J.L.L.1.La. . . . 1��1��L��1�.��J.oa��10��11�J.1oo�1.Z,�, m z v O T O O z V 2 D N m O C T m p � F- a a z z v m m F-176 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL KESW76 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 0.1 1435.1 10.836 -4.123 0.1166 1435.1166 10.838 -4.123 0.1333 1435.1333 10.83E -4.123 0.15 1436.15 10.839 -4.126 0.188E 1435.1666 10.839 -4.126 0.1833 1435.1833 10.839 -4.126 0.2 1435.2 10.83E -4.123 0.2166 1435.2168 10.839 -4.126 0.2333 1435.2333 10.8n -4.126 0.25 1425.25 10.839 -4.126 0.2666 1435.2608 10.830 -4.126 02833 1435.2833 10.839 -4.120 0.3 1435.3 10.839 -4.126 0.3186 1435.3168 10.830 -4.128 0.3323 1435.3333 10.839 -4.126 0.4168 1435.4168 10.839 -4.120 0.5 1435.5 10.839 -4.126 0.5833 1435.5833 10.839 -4.128 0.6886 1435.6866 10.839 -4.128 0.75 1436.75 10.839 -4.126 0.8333 1435.8333 10.839 -4.126 0.9188 1436.9188 10.839 -4.120 1 1438 10.839 -4.120 1.0833 1438.0833 10.842 -4.129 1.1686 1438.1686 10.839 -4.120 1.25 143825 10.830 -4.120 1.3333 .143e.3333 10.839 -4.120 1.4166 1436.4100 10.839 -4.120 1.5 1430.5 10.839 -4.126 1.5833 1436.5833 10.842 -4.129 1.6666 1436.6666 10.842 -4.129 1.75 143e.75 10.842 -4.129 1.8333 1436.8333 10.842 -4.129 1.9166 1436.9186 10.842 -4.129 2 1437- 10.842 -4.129 2.5 1437.5 10.842 -4.120 3 1436 10.642 -4.129 3.5 1438.5 10.842 -4.129 4 1439 10.642 -4.129 4.5 1439.5 10.942 -4.129 5 1440 10.842 -4.120 5.5 1440.5 10.839 -4.128 6 1441 10.839 -4.128 6.5 1441.5 10.830 -4.123 7 1442 10.83e -4.123 7.5 1442.5 10.833 -4.12 8 1443 10.833 -4.12 8.5 1443.5 10.833 -4.12 9 14" 10.93 -4.117 9.5 1444.5 10.93 -4.117 10 1445 10.83 -4.117 12 1447 10.817 -4.104 14 1449 10.901 -4.088 le 1461 10.788 -4.075 18 1463 10.782 -4.000 F-177 AOIUFER TEST (DRAWDOWN AND RECOVERY) WELL KSSW76 ELAPSED TIME TRANSDUCER SINCE PUMP ON READING DRAWDOWN STEP TIME (minutes) (feet) (feet) 20 1455 10.769 -4.058 22 1467 10.757 -4.044 24 1459 10.741 -4.028 28 1461 10.728 -4.015 28 1463 10.715 -4.002 30 1486 10.7 -3.987 32 1467 10.687 -3.974 34 1469 10.671 -3.958 36 1471 10.655 -3.942 38 1473 10.639 -3.926 40 1475 10.62 -3.907 42 1477 10.608 -3.805 44 1479 10.595 -3.882 48 1481 10.579 -3.800 48 1483 10.568 -3.853 50 1485 10.551 -3.838 52 1487 10.535 -3.822 54 1489 10.622 -3.809 56 1491 10.509 -3.796 58 1493 10.497 -3.784 60 1495 10.481 -3.768 62 1497 10.465 -3.752 84 1499 10.449 -3.735 88 1501 10.438 -3.723 e8 1503 10.424 -3.711 70 1505 10.411 -3.098 72 1507 10.402 -3.689 74 1509 10.392 -3.679 76 1511 10.379 -3.680 78 1513 10.373 -3.66 80 1515 10.357 -3.644 82 1517 10.348 -3.625 84 1519 10.338 -3.625 88 1521 10.325 -3.612 88 1523 10.313 -3.0 90 1525 10.303 -3.59 92 1527 10.291 -3.578 94 1529 10.281 -3.6e8 Be 1531 10271 -3.558 08 1533 10262 -3.649 100 1536 102a -3.539 105 1540 10227 -3.614 110 1545 10202 -3.429 115 1550 10.183 -3.47 120 1656 10.167 -3.444 125 1560 10.129 -3.418 130 1556 10.113 -3.4 135 1670 10.094 -3.381 140 1575 10.075 -3.382 145 1580 10.050 -3.343 150 1585 10.034 -3.321 155 1590 10.018 -3.305 180 1595 9.00 -3.286 1 e5 1000 9.98 -32P 170 1005 9.901 -3.248 N m m m C m ym om 3 m m .c8 0-a �Z owO fpcfpu�oo fpotp�� o c o Vo ® potni o pyo� bOos� ® ppo� o 0 00 060 �eob epo �o tVo� o 00 0 1pop pmp 0aoo 90 Vo pope o ppo �fOoa Z C m oe W O Oa V O fN 6a W N V fS lu V W Ff � V 0 ton A W N S 1 W W N p� (0 v � N1 1 N N N N N N N N N N N I N N N I N N O o a z aFi�i�Flao�fe�'w �w {A� � Z V co y m n v z D e .cI c m 0 Oo o k" N V 6i d1 A m m o .iai .� �o o =i z m m m m p�pppbWbab by bbbAbbbbbbb�b =� �v zz c m v . 8 O c m m O O LL z 0 Q.. m zid F J ? 0�� z_ �mm Wo 2 W LL a (� N a e IL W E Q w z N 8 C z W W N S • a z 3� of 4444444444444444444444 �aa3a�a��a�aosNNgooSoaSNoN�yoyo^SS'«a �vw,Kf �Q " (�EFCSE`f F-181 ATTACHMENT B / J DISCHARCI= MEASUREMENT FIELD DATA SHEET GHE&%z NVR :b� 21` ELAPSED FLOW FLOW TIME METER RATE OBTAINED GAUGE DATE TIME . (MIN) READING f GPMI RV PRf=CCtIRF f PRf 1 lo/ Ifi:43lo ISO 43.3 *'DW ISo 54.3`i9 4-Z tl TZW i �0 4,o TAW 5� 65�-6�6 +3.0 TlW ISO +-1 h 3 la4 s0 +21 71W 6SS 0 9 I�: o '3 12 +3. o w 155 l 5l �r5m 4 : 2,L 5 21� +2 , Tbw , wji'� �.1 999 F-182 215 ATTACHMENT B 0ISC—HxkR4=E MEASUREMENT 1= I ELD DATA SHEET G KEcic� 3Y PbV II lslal ELAPSED FLOW FLOW TIME METER RATE OBTAINED GAUGE DATE TIME (MINI RFADING- (GPMI BY PRESSURE (PSI) 6S5 o: 4.W I _' 0 I 5`1 11 ?45 2Z.q 3 I �2,11 11-7� I 5S �12 ., I® 2-1 9917 2n TbW is U54j-:35 � 133 41 ls5 OL ao : 33 14,0 b A-2, 01 a 44- 4-),, T-t w I ss - 4 s in 03 �� 3 -G I. rn-76 7V I 4J .10 53 I 117 -P l — (r951 IS F-1833 3 ATTACHMENT B ®ISGHARCE MEASUREMENT R 1 I— L.O. DATA S i—I E ET �iEc.cen P-PY I ELAPSED FLOW FLOW TIME METER RATE OBTAINED CAUCE DATE TIME (MIN) READING (GPMI BY PRESSURE (PSI) j° / o 7:0 o S 1�s � 0 1 b:oS 119 n I5.5� 69sS'D9a3 4f ZZ.G l53 1)63 '20 sS '70v4 , ' 4o7s 2,5 5 0 sa 72, 14 ta �� ►3q 4 TDW 1557 rl bfoLgo coo I ri so 14- I'S I) o$ Ib : 3 2490 4'2.G' TDW lieg 1 IXS.3 /� 1 e 45 ?��y♦o-�g (j,�(,//� 1 1 21 1 r , �V r— off FoR 1 umI� pump 154 -� 5 i 107E &c ,i 6E 75-E /)&,P4fTiaij of THE A d wFx Tsr de/% �� • �O �i�. F-184 G .= '----> l.J N ®—',V A T� E Fi LEVEL D A T.A ATTACHMENT A K.P. ELEV. (FT. -?USL) CHECKED BY PROJECT '5CVT j-r-RfV 5TRTt`S INITIAL STATIC W.L. FROM -.1.P. MT.) WELL NO. - RW-) INITIAL W.L. ELEVATION (FT.-tvISL) TYPE TEST 4Q V; START DATE1TIhIE 4-5 S Q� FOOT WATER ELEV. ELAPSED. OBTAINED TIME MARK HELD WETTED LEVEL BELOW OF WATER DR=W ' SURFACE DO'k'N BY TIME (MIN.) AT M-P_ TAPP " o eT .r-T 9 Rum F-185 G:- 0UP40—%VATER LEVEL- DAT-A ATTACHMENT M.P. ELEV. (FT. -NISL) CHECKED BY 'PG6 1a�zti)�I PROJECT 50UT`ft M nR77! INITIAL STATIC W.L. FROM '.l.P. (FT.) WELL NO. 7ZUl •Z INITIAL W.L. ELEVATION (FT.-NISLI TYPE TEST START DATE/TIME a / FOOT WATER ELEV. ELAPSED. MARK LEVEL OF WATER DR.=W OBTAINED TIME HELD WETTED BELOW SURFACE DO'N'N BY TIME (MIN.) AT M-P_ T®PP u �� - I F-186 A G:- 1 -11%UNp— 61- ATEFt LEVEL_ pA T-A ATTACHMENT M.P. ELEV. (FT. -kISL) CHECKED BY `R',6 tol7l141 PROJECT '`lJ7�RN ';T4TI;S INITIAL STATIC W.L. FROM '.1.P. (FT.) WELL NO. W-3 INITIAL W.L. ELEVATION (FT.-tv1SL) TYPE TEST fiQQIFFk _ START DATEMME I��(�-IQI I "`I;4-'S; CJp FOOT WATER ELEV. ELAPSED. MARK LEVEL OF WATER DRAW OBTAINED TIME HELD WETTED BELOW SURFACE 00'k'N BY TIME (MIN.) AT M-P- LTAPP u 0 eT .� 11'.51 C70I, - ----- - 25. . . ® 1 9 144 G� r-vu )72 i — zv® o. 5G S. 44 VA V1 x 0 ' JLA v 9 i-2 7 2-2-7- 7, go " " Z! 5 1 210 X7. m I ti ro/DH=l3 00 ; 02 377 50��.00 1, ao l.3q S, bo �S.i ;r lio �3l a 7. da ,3 ;sal :Iz 0&7 .27.00 1.39 125: T6 G6 Iola 14 q97 //01 7, 00 1.39 /. 3 4: /Z35 I = 1 39 TDW / nm I? : O S /`t00 ? �• 00 1. 39 25, 61 —vw/ern a.',4,' /500 F-187 G 'DUN �— %V A T E R L EVEL, D A -".A ATTACHMENT A M.P. ELEV. (FT. -\1SL) CHECKED BY p6G tvlzti�a� PROJECT 20UTl-t-FRn1 5MTES INITIAL STATIC W.L. FROM M.P. fFT.I WELL NO. • INITIAL W.L. ELEVATION (FT-Iti1SL). TYPE TEST ov,Fsp- _ START DATEITINIE IDf 111 y1 1�'l ; 4r cc FOOT WATER ELEV. ELAPSED MARK LEVEL OF WATER DR.=W OBTAINED TIME HELD WETTED BELOW SURFACE DOA*N BY TIME (MIN.) AT M.P. TAPE u a cT ,« W k m 1 a0 )7Z`1 — 27. o0 /. 37 as 63 1 .3'm ZS.b3 1b6s 70 Z7. oa 1.ZS.a T 2033 11012 Z7, o0 I -'-W 25.Gb n u x a Dt} ' 191.31 -;La: 4-1 23�{ 2N7. 00 -a ' OB' I 52- S7L �.00 "7,n 00 a'Too l•3.� aS-6 1,347�s �b I.3S s l,S z �� - � �•al 7.9 9 � c, lily I2c W 15A 7,00 , ov /. 3 4- 1.34 �5.6�6 1, 34- Dw om -IT" GG 17;13' 18: 31 Ho i q Z .o0 2 7. OD 1,33 ''S.b� 1.7 '7 `� Z7:o14 lbi'1 1.30 ZS,7o17 Ste, 3 Z- fZ F-188 (=.- .]UN0—tiff/ATER LEVEL pA -17-A ATTACHMENT A M.P. ELEV. (FT. -MSL) CHECKED BY QGy 1o12ZI�� PROJECT 5007TW A INITIAL STATIC W.L. FROM '.1.P. fFT. ) WELL NO. • k657-417l3 INITIAL W.L. ELEVATION (FT.-tISLl TYPE TEST ov,Fc/2- _ START DATEITI161E / ° H t' ; 4. ;pp FOOT WAT R ELEV. ELAPSED MARK LEVEL OF WATER DR=W OBTAINED TIME HELD WETTED BELOW SURFACE DO'"k'N BY TIME (MIN.) AT M.P. TAPE u a eT If-T F-189 G 'D U N 0— %V A -r E R LEVEL- D A T A ATTACHMENT A M.P. ELEV. (FT. -kISL) CHECKED BY -pw jo(zLI011 PROJECT SOUT}ffIN STITES INITIAL STATIC W.L. FROM '.I.P. fFT. ) WELL NO. K&S' ✓7C- INITIAL W.L. ELEVATION (F .-MSL1 TYPE TEST VifeA START DATE/TIME Ink G FOOT WATER ELEV. OBTAINED ELAPSED. MARK LEVEL OF WATER DR.=ITV TIME HELD WETTED BELOW SURFACE DO'l4'N BY TIME (MIN.) AT M.P TAPE M P 17 oo /. s1 5-.49 GG 0 7:X — Moo 1. Z s.4� It K / S 3� s 3 �►. on 7 ao �t2I ! 1h7,. oo 1.149 15. 5Z 4� tw1 �2 a,, �S ego I 0D T I S S3 t� 3 Ji.g �5 Da -vim Y97 1-7,o-p - 43 S. r 57 6 jai • n 1. 4Z lS.sB 0 7q2 170a 1.60 08•D =57 1 , oo /-38 is 4? " D-o3 978 7,t90 /.36- r, 6 TG 1 0'7 i i oz r , 00 % 3 � /5- GG 14 ' (a* 12.2 -TOM SA 01-3 9 7• co ►, 31 r 5. lc 9 5C,,&,,, 12- z Z' TD 2Z D + z-l-40 F-190 G- 0UN®-%VAT'ER LEVEL DATA ATTACHMENT A M.P. ELEV. (FT.-1iSL) CHECKED BY 9GG ��I2z�gl PROJECT 60U714C-aNI SThTFS INITIAL STATIC W.L. FROM '.1.P. (FT.) WELL NO. K65-0 %%) INITIAL W.L. ELEVATION (FT.-NISL) TYPE TEST RODI FF`le _ START DATEITIME Il%14,/A! I�"j FOOT WATER ELEV. ELAPSED OBTAINED TIME MARK LEVEL OF WATER DR.=W BY TIME (MIN.) HELD WETTED AT M-P_ TAPP BELOW " D SURFACE DO'N'N r-r .rT I swum= �100001� 000100�� 100001101000 F-191 G:= '--)UN0-%VAT'ER LEVEL DAT•A ATTACHMENT ELEV. (FT. -115L) CHECKED BY P6& 1017-Zi91 PROJECT $pUpfR-J N S`I�S 4NITIAL STATIC W.L. FROM O.I.P. (FT.) WELL NO. • K/S!i/ INITIAL W.L. ELEVATION (FT.-NISL) TYPE TEST &VIFe-A _ START DATEITIME _ /0h! /q/I FOOT , ELAPSED. 161ARK WATER ELEV. OBTAINED LEVEL OF WATER DR:' W TIME HELD WETTED BELOW SURFACE DO'J4'N BY TIME (MIN.) AT M-P- TADC .. e ----- - - ....f. rl. 1pi.J t — a IT. 00 / 6r- 2 4.3-5 I1o0 67 al50 ZZS ;(g,UD r 72r" �93 2�.00 2 2,38. I� ►� Do3� I floo �7, ae a 67 .a G.39 o ;� �3y �,� 0,�i aG.39 75-5- 7•00 970 c-2 7,00 1 o2lD, T.bw 14:�2,3 -738 0 �® 26,40 ®w/gym )�:e� 02 Z-4.00 �i -7Dwi� 24,00 J•Sa ��•�► T/ 3s , F-192 G:=']UN®—%VATER -LEVEL- CDAT-A ATTACHMENT H.P. ELEV. (FT.-�ISL) 7q&.15- CHECKED BY 'QG& p172,141 PROJECT SogiqRN STRT17- ' INITIAL STATIC W.L. FROM '.I.P. (FT. ) WELL NO. /(GSGJ 7F INITIAL W.L. ELEVATION (FT.-NISL) TYPE TEST Rv�__ START DATEITINIE r7;4J;Q-, FOOT WATER ELEV. ELAPSED. MARK LEVEL OF WATER DR:' W OBTAINED TWE HELD WETTED BELOW SURFACE DO'A'N BY TIME (MIN.) AT M.P. TAPE " v cT ,�T rim OEM-�� 5wer /7-a7 F-193 G 0 U N 0— tiff- A -r E R LEVEL_ p A -r.A ATTACHMENT A M.P. ELEV. (FT. -1ISL) 755.18 CHECKED BY p6G lojZ 21g1 PROJECT SOUTt4ptLN STATFS INITIAL STATIC W.L. FROM 'J.P. (FT.) WELL NO. - R65-076 INITIAL W.L. ELEVATION (FT.-lvISL) TYPE_ TEST A oviazL_ START DATEITIME FOOT WATER ELEV. ELAPSED. MARK LEVEL OF WATER DRAW ' OBTAINED TIME HELD WETTED BELOW SURFACE DO'a*N BY TIME (MIN.) AT M.P. TAPE " o Cr ,r-" Ram 00 F-194 G 0UND—%VATER LEVEL ®A-r-A ATTACHMENT M.P. ELEV. (FT. -USLl CHECKED BY Pb,& iolZzlgi PROJECT SOUT14FRN SrPTFS INITIAL STATIC W.L. FROM '.I.P. (FT-) WELL NO. __ K(5 tAl7N INITIAL W.L. ELEVATION (FT.-NISL) TYPE TEST _ (wi�c,Z START DATEITIME i;//! L Ih; FOOT WATER ELEV. OBTAINED ELAPSED. MARK LEVEL OF WATER DR.=W TIME HELD WETTED BELOW SURFACE DO 'A'N BY TIME (MIN.I AT M_P TACC .. a A3 • 3 .06 3 /- 7Z 3#• 72. 32,®4 a w �G 17Z8 �. 33. /. Z 9 l(c -1 Los w lk ► 02137 22i 4-S 232 300 .33 Z'o 33,�0 D. 99 0, 6. � G Dff 00:11 oa:2 0 519 l039 33.00 33.E 0,old 1,�H 00 .3300 1- 3Z• IN :1�6 ►�ao 1115 3.Do 87 GCx !2 17-43 33.00 Jnw Dm 17. IL 16407 ?3.r10 �,3� Dw . _ 17: 57 145Z ? co 1c1C85�.QB$ J-7.:03 1770 •f�. 00 1. IZI. -7D e 119 F-195 G:= '.DUN0—%VA-rER LF—VEL OA-r-A ATTACHMENT M.P. ELEV. (FT. -115L) CHECKED BY p(�('. ►o%aa%4► PROJECT 571) F$ INITIAL STATIC W.L. FROM M.P. (FT.) WELL NO. ( %L INITIAL W.L. ELEVATION (FT.-h,ISLI TYPE TEST p,11FClZ _ START DATE/TINIE /D hal q 1 h 1 u rtl FOOT WATER ELEV. OBTAINED ELAPSED. MARK LEVEL OF WATER DR=W TIME HELD WETTED BELOW SURFACE DO* N'N BY TIME (MIN.) AT M.P. TAPE " o — GGIDw)7Z7 I a 3. l o 34,00 /. sue 1. y4 .3y o Z4.510 11 h i SZ � .�a. a� ! . 4•! 3�f. 59 230 Z2 3+-. 78 P2;4-3 Z9� b DO ! , 15 II �� 00:093s� 3 ,Co I,OS 3 7 7: .oa ,92 0o 7 GyZ57.0 6 S 7 , oo 3s 08 /02 93 0, q3 166 11114 36.00 3S.0s GG 4 : 2 z ► , Do O. 9 �5 Sc�► /!-r -?, O. v 3s.0- 17' 56 y51 3a.00 o. tl - Iy-55 3io.�a u^ 62 �.o.�J O. `Il 3:10 /y65 ?0.00 0.-�l 3s.c19 �l IS'ZO /y75 �o 35, 1C:� 3(o, co p q I 3 5, oq =w /1.)tn I509�,C� 1695' 3G.00 1-107 APPENDIX G PERMIT APPLICATIONS PR%WA9l-161\CAPAPP.00V Wan. 14, 18941 CanonieEnvironmental APPLICATION FOR ENCROACHMENT PERMIT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PR%W:%91-1811CAPAPP.COV [Jon. 14, 19941 LAW ENVIRONMENTAL APPLICATION FOR ENCROACHMENT PERMIT NORTH CAROLINA DEPARTMENT OF, TRANSPORTATION Proposed Pipeline from the Southern States Fertilizer Plant to Fourth Creek Iredell County (near Statesville), North Carolina Prepared For: Southern States Cooperative, Inc. Richmond, Virginia Prepared By: Law Environmental, Inc. Charlotte, North Carolina LEI Job No. 56-1570.95 July 21, 1992 . G-2 LAW ENVIRONMENTAL, INC. 4333 WILMONT ROAD, SUITE 300 CHARLOTTE, NORTH CAROLINA 28217 P.O. BOX 240674 July 21, 1992 CHARLOTTE, NORTH CAROLINA 28224-0674 704-357-1747 704-357-1622 (FAX) North Carolina Department of Transportation P.O. Box 1107 Statesville, NC 28677 Attention: District Engineer Subject: Request for Right of Way Encroachment Permit U.S. Highway 70 and State Road 2313 Iredell County (near Statesville), North Carolina LEI Job No. 56-1570.95 Gentlemen: On behalf of Southern States Cooperative, Inc., Law Environmental Inc. submits the attached Right of Way Encroachment Permit application. It is our intention to install a four -inch diameter HDPE underground water line along U. S. Hwy 70, State Road 2313 (John Long Road), and SR 2312 (Buckbee Road) to private property at a discharge point to Fourth Creek (please refer to Figures 1 and 2 and Drawing 1 attached). The purpose of this line will be to carry water from the Southern States Fertilizer Plant to Fourth Creek. The owner of the Southern States Fertilizer Plant can be reached at the following address: Southern States Cooperative, Inc. 6606 West Broad Street Richmond, Virginia 23230 Attn: Mr. Hilton M. Withers, Manager/Environmental Affairs. The proposed pipeline route will follow NCDOT right-of-way for approximately 6,100 feet. The pipe will be installed on the south side of Hwy 70 and will extend approximately 2,000 feet eastward from the Southern States Fertilizer Plant. The pipe will then be routed northward under both Hwy 70 and the Norfolk Southern Railroad. "Jack and Bore" installation techniques will be used to route the pipe under Hwy 70 and the railroad tracks at this location (Drawing 2). "Cut and Cover" trenching techniques will be used elsewhere along the line. After crossing Hwy 70, the line will run adjacent to the east side of SR 2313 for approximately 1,200 feet, cross SR 2312, and run approximately 2,900 feet northeastward. Finally, the line will be routed northward across private property to a discharge point at Fourth Creek. In the areas where the pipeline parallels _ roadways, it will be installed on -NCDOT and/or Norfolk Southern rights -of -way. We have applied for a right-of-way encroachment permit from the Norfolk Southern Railroad. We have also obtained written authorization from owners of the properties along the proposed route (six property owners will be affected). Copies of the signed authorization forms are attached. G-3 North Carolina Department of Transportation July 21, 1992 page 2 The fourteen requirements listed on the back of the NCDOT Right of Way Encroachment Agreement for Primary and Secondary Highways (completed form is attached) have been itemized and individually addressed in the attachments. In addition to this form, typical cross - sections for the proposed trench are attached for your review (Figures 3, 4, and 5). Detailed survey drawings showing the proposed route are attached as Drawings 3 and 4. If any additional information is required to complete this application, or if you have any questions, please contact us at (704) 357-1747. Thank -you for your assistance. Sincerely, LAW ENVIRONMENTAL, INC. e7-1�" &' B.17 Tim LaBounty Engineer Thomas F. Beggs, P.E. Principal Registered NC No. 13807 attachments cc: Southern States Cooperative, Inc. Mr. Hilton M. Withers G-4 SIGNED/SEALED NCDOT RIGHT-OF-WAY ENCROACHMENT AGREEMENT FOR PRIMARY AND SECONDARY HIGHWAYS b. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcon- tractors, including procurements of materials and leases of equipment. The contractor shall not partici- pate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a progrem set forth in Appendix B of the Regulations. c. Solicitations for Subcontracts Inciudin Procurements of Materials and E i went: In all solicitations either y compet ive i zng or Lego la on ma a by t e con roc or or woe o be performed under a sub- contract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. d. Informa;ion and Renorts: The contractor shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to it; books, records, accounts, other sources of information, and i facilities as nay be determined by the Depa:tment of Transportation or the Federal Highway Administration to be pertinent to aScptal: compliance with such Regulations or directives. Where any information required of a contractor is in the exclusive possession ore another who fails or refuses to furnish this information, the contractor shall so certify to the Department of Transportation; or the Federal Highway Administration as appropriate, and shall set fcrth what efforts it has made to obtain the information. e. Sanctions for Noncom fiance: Ir the event of the contractor's noncompliance with the nondiscrimination provisions of this contract the Dep.rtment o ransportaticn shall impose such cont:act sanctions as it or the Federal Highway Administration may determine to be appropriate. including, but not limited to, (:) withholding of payments to the contractor under the contract until the contractor complies, and/or (2) cancellation. termination or suspension of the contract, in whole or in part. f. Incoorr ration of Provisions: The contractor shall include the provisions of paragraphs "a" through 'If" in every subcontract, ne( lading procurements o materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that, In the event a contractor becomes involved in, or is threatened with. litigation with a subcontractor or supplier as a result of such direction. the conractor may request the Department of Transportation to enter Into such litigation to protect the Interests of the State. and, In addition, the contractor may request the United States to enter into such litigation to protect the Interests of the United States. IN WITNESS WHEREOF.. each of the parties to this agreement has caused the same to be executed in the day and year first above written. ATTEST OR WITNESS: U PARTMENT OF TRANSPORTATION BY: DIVISION ENGINEER GEORGE WINSTEAD VICE—PRESIDENT CROP, FARM, AND HOME DIVISION Second Party INSTRUCTIONS When the applicant Is a corporation or a municipality, this agreement must have the corporate sea; amd be attested by the corporation secretary or by the empowered city official, unless a waiver or corporate seal and attestation by the secretary or by the empowered City official Is an file in he Raleigh office of the Manager of Right of Way. In the space provided In this agreement for execution, the name of the corporation or municipality shall be typed above the name and title of all persons signing the agreement should be typed directly below their signature. This agreement must be accompanied, in the form of an attachment, by plans or drawings showing the following applicable Information: 1. All -roadways and ramps - — 2. Right of way lines and where applicable, the control of access lines ). Location of the existing and/or proposed encroachment 4. Length, size and type of encroachment 5. Method of Installation 6. Dimensions showing the distance from the encroachment to edge of pavement, shoulders, structures, etc. 7. Location by highway survey station number. If station number cannot be obtained, location should be shown by dis- distance from some identifiable point, such as a bridge, road, intersection, etc. (To assist in preparation of the encroachment plan, the Department's roadway plans may be seen at the various Highway Division Offices, or at the Raleigh office.) 8. Drainage structures or bridges if affected by encroachment (show vertical and horizontal dimensions from encroach- ment to nearest part of structure) 9. Method of attachment to drainage structures or bridges. 10. Manhole design 11. On underground utilities, the depth of bury under all traveled lanes, shoulders, ditches, sidewalks, etc. 12. Length, size and type of encasement where required. 13. On underground crossings, notation as to method of crossing - boring and jacking, open cut, etc. 14. Location of vents GENERAL REQUIREMENTS 1. Any attachment to a bridge or other drainage structure must be approved by the Head of Structure Design in Raleigh prior to submission of encroachment agreement to the Division Engineer. 2. All crossings should be as near as possible normal to the centerline of the highway. j. Minimum vertical clearances of overhead wires and cables above all roadways must conform to clearances set out In the National Electric Safety Code. 4. Encasements shall extend from ditch line to ditch line In cut sections and 5' beyond toe of slopes In fill sections. 5. All vents should be extended to the right of way line or as otherwise required by the Department. 6. All pipe encasements as to material and strength shall meet the standards and specifications of the Department. 7. Any special provisions or specifications as to the performance of the work or the method of construction that may be required by the Department must be shown on a separate sheet attached to encroachment agreement provided that such Information cannot be shown on plans or drawings. 8. The Department's Division Engineer should be given notice by the applicant prior to actual starting of Installation included in this agreement. STATE OF.NORTH CAROLINA ROUTE HIGHWAY 70 PROJECT _ SOUTHERN STATFs COUNTY OF IggnpTT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT -AND- PRIMARY AND SECONDARY HIGHWAYS P.O.Box 26234, Richmond, Virginia 23260 THIS AGREEMENT, made and entered into this the 21 day of JULY , 10,92 , by and between the Department of Transportation, party of the first part; an SOUTHERN CTATFC CnnDDDATTtic TX7C party of the second part,' W I T N E S S E T H: THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as Route liwv 7n , located APPROXIMATELY 4 MTLFs EAST OF I-77 /HWY 70 TN .RR .HANrF. _ with the construction and/or erection O AN UNpF.RrRniiNn G1ATIZR T.TN$ AT QXG ur.Tv 7n ANT) SR 2311 ( .TnHN T.nNr. Rnenl AND SR 2312 (BUCKBEE RnAn) WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits.of.the right - of way as indicated, subject to the conditions of this agreement; NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right and privilege to make this encroachment as shown on attached plan sheet (s), specifications and special provisions which are made a part hereof upon the following conditions, to wit: That the installation, operation, and maintenance of the above described facility will be accomplished in ac- cordance with the party of the first part's latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS -OF -WAY and such revisions and amendments thereto as may n e sc a • • othis agreemen n- orms on as o these policies and procedures may be obtained from the Division Engineer or State Utility Agent of the party of the first part. That the said party of tits second part binds and obligates himself to install and maintain the encroaching facility in such safe and proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the proper maintenance thereof, to reimburse the party of the first part for the cost incurred for any repair@ or maintenance to its roadways and structures necessary due to the installation and ex- istence of the facilities of the party of the ■econd part, and if at any time the party of the first part shall require the removal of or changes in the location of the said facilities, that the said party of the second part binds himself, his successors and assigns, to promptly remove or alter the said facilities, in order to conform to the said requirement, without any cost to the party of the first part. That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs signal lights, flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Cortzol Device@ for Street. and Highways and Amendments or Supplements thereto. Infor- ms on as o e ve ru ee an zegu anonn may o to ne rum the Division Engineer of the party of the first part. That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damdges and claims for damage that may arise by reason of the installation and maintenance of this en- croachment. That the party of the second part agrees to restore all areas disturbed during installation and maintenance to the satisfaction of the Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable precaution during construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streame, lakes, reservoirs, other water impoundments, ground surfaces or. other_ property: or. pollution of the air. There shall be compliance with applicable rules and regulations of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control Commiasion, and with ordinances and regulations of various counties, municipalities and other official agencies relating to pollution prevention and control. When any installation or maintenance operation disturbs the ground surface and the existing ground cover, the party of the second part agrees to remove and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party of the first part. That the party of the second part agrees to assume the actu.;l cost of any inspection of the work considered io be necessary by the Division Engineer of the party of the first part. That the party of the second part agrees to have available at the construction site, at all times during con- struction, a copy of this agreement showing evidence of approval by the party of the first part. The party of the first part reserves the right to stop all work unless evidence of approval can be shown. Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the second part a7reen to give written notice to the Division Engineer of the party of the first part when all work contained herein has been completed. Unless specifically requested by the party of the first part, written notice.of completion of work on highway projects under construction will not be required. That in the case of noncompliance with the terms of this agreement by the party of the ;econd part, the party of the first part reserves the right to stop all work until the facility has been brought into compliance or re- moved from 33the right of way at no coat to tits party of the first part. Thut it is ugzeeu Ly Lc,th plzties that this agreemen: shall Lecocau void if actual construction of tho work contompiatea herein 1s not Degun watnin one ti) year from the eats cr authorization by the party or the rlrat part unless written waiver is Eecured by the party of the second part from the party of the first part. During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter referred to as the contractor"), agrees an follows: e. Com�lfance witic Na7ulatlons: The contractor shall comply with the Regulations relative to nondiscrimin- UP,,n it a er�ia Iy=ic,si�e7 programs of the U. Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be .,mended from time to time, (hereinafter referred to as the Regula- tions), which are herein incorporated by reference and made a part of thin contract. FORM R/W 16.1 (Rev. July 1, 1977) K65W7 A s .., 0 4 O� om® O Q■ K65W7 0. 0.04 I 1 `T K'65W7■D■I K65W70E■ -0.08 >; . 0'.03 O 1 K65W7■C■ 0 100 APPROX. SCALE, FT. EXPLANATION L 0 SOIL/PWR MONITORING WELL 3.0 APPROXIMATE DRAWDOWN (FEET) �s DRAWDOWN CONTOUR �- ESTIMATED BOUNDARY OF RADIUS OF INFLUENCE In N ul "1 i. �' js L� 'b �i y by Y7a oa ' .:.l dc:::�.. ,,. c'+rP'�w-I � sx:. o,. gkT'..'. �`. :.t: .w,,.; ,.. •°..-. ..iYi#N e. t.�,ic._35.r1._..i rh.. ;2aRLlX9. '�G (�'v._..� ..ax,w. 4G �4T'�-:i Yd, 1. n,.._. ., 1. .. s. l...h .. 2 .Iri. i,. s .... �..e t.. o, �?T. P. L. � .. .r ig EXPLANATION O ROCK OBSERVATION WELL ® AQUIFER TEST PUMPING WELL 10.0 APPROXIMATE DRAWDOWN (FEET) —� DRAWDOWN CONTOUR -- ESTIMATED BOUNDARY OF RADIUS OF INFLUENCE K6SW7'HO K6O 7'I' 0.42 0.53 1 1 1 I 1� I I I 0 100 Iiiia APPROX. SCALE, FT. RW-3 00.183 G-7 (�HECI�ST FOR REGULATORY REVIEW NORTH CAR01JNA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY ENCROACBMIENT PERMIT REQUEST Southern States Fertilizer Plant Iredell County (near Statesville), North Carolina LEI Job No. - 56-1570.95 The following information is presented to address the fourteen items 'in the Instructions section of the attached NCDOT Right of Way Encroachment Agreement form. ROADWAYS AND RAMPS Roadways in the area include Hwy 70, SR 2313, and SR 2312 (please refer to the attached Figures 1 and 2 and Drawings 1 through 4). The encroachment is to extend approximately 2,000 feet eastward along the south side of Hwy 70, approximately 1,200 feet northward along the east side of SR 2313 (John Long Road) to the intersection with SR 2312 (Buckbee Road), and then approximately 2,900 feet northeastward along the north side of SR 2312. The pipeline will then leave NCDOT right-of-way and run northward to a discharge point at Fourth Creek. 2. RIGHT -OF. -WAY LINES The North Carolina Department of Transportation (NCDOT) rights -of -way (ROW) for Hwy 70 are 60 feet. Mr. Jim Rand (NCDOT-Statesville) was contacted concerning right-of-way dimensions for SR 2313 and SR 2312 on April 20, 1992. Mr. Rand indicated that the NCDOT rights -of -way for SR 2313 and SR 2312 include only the areas between the far edges of ditches which parallel the roads. 3. LOCATION OF PROPOSED ENCROACI MENT The proposed pipeline route will begin near the southern boundary of the Southern States Fertilizer Plant property and traverse the eastern boundary of the Southern States tract northward to Hwy 70. The pipeline will then run eastward, parallel to Hwy 70. At the intersection of SR 2313 (John Long Road) and Hwy 70, the pipeline will cross underneath Hwy 70 and the Norfolk Southern Railroad and continue northward parallel to SR 2313 (John Long Road). The pipeline will cross SR 2312 at the intersection of SR 2313 and SR 2312, and then continue northeastward on the north side of SR 2312. Refer to Figures 1 and 2 and Drawing 1. for proposed locations. M. NCDOT Regulatory Checklist July 21, 1992 page 2 4. LENGTH, TYPE, AND SIZE OF PROPOSED ENCROACHMENT The proposed encroachment will be approximately 6,100 feet long. A four -inch diameter HDPE pipe will be installed in a narrow trench. Refer to Figures 3, 4, and 5. 5. METHOD OF INSTALLATION The trench will be installed using a backhoe or a mechanized trencher. The pipeline will be installed underneath Hwy 70 and the Norfolk Southern Railroad using the "Jack and Bore" method. "Cut and Cover" trenching techniques will be used elsewhere. Special care will be taken to achieve a firm backfill at driveways along the route and when crossing the unpaved SR 2312. 6. DIMENSIONS OF ENCROACHMENT The proposed pipeline will be placed ten to fifteen feet from the edge of the pavement along Hwy 70 and five to ten feet from the edge of the unpaved SR 2313. Excavation dimensions will be as illustrated in Figures 3, 4, and 5. 7. LOCATION BY HIGHWAY SURVEY STATION NUMBER Not Applicable; see Figures 1 and 2 and Drawing 1 -for locations. 8. DRAINAGE/BRIDGE STRUCTURESAFFECTED BY ENCROACHMENT The proposed encroachment will not affect major drainage structures or bridges. Small driveway culverts and drainage features that may be disturbed by the trenching will be returned to pre -construction conditions. 9. METHOD OF ATTACHMENT TO BRIDGE/DRAINAGE STRUCTURE N/A 10. MANHOLE DESIGN N/A G-9 NCDOT Regulatory Checklist July 21, 1992 page 3 11. UNDERGROUND UTHdTIF.3, DEPTH OF BURY The pipeline will be buried at least two feet below the existing ground surface in unpaved areas, and three feet below grade in paved areas. Refer to Drawing 2 for the depth of bury below Hwy 70 and the Norfolk Southern Railroad. 12. LENGTH, SIZE AND TYPE OF ENCASEMENT 13. The HDPE pipeline will not be encased, except where it crosses beneath the railroad or Hwy 70. Eight -inch diameter steel casing will be used when necessary. Refer to Drawing 2 for details. Two underground crossings will be required along the proposed pipeline route (Figure 2 and Drawing 1). The pipeline will cross Hwy 70 and the Norfolk Southern Railroad (Drawing 2) and SR 2312 (Figure 2). "Jack and Bore" techniques will be used at Hwy 70, and ""Cut and Cover" techniques at the unpaved SR 2312. 14. LOCATION OF VENTS N/A G-10 AUTHORIZATIONS FROM OFF-SrM PROPERTY OWNERS Pipeline from Southern States Fertilizer Plant to Fourth Creek Iredell County (near Statesville), North Carolina LEI Job No. 56-1570.95 G-11 R.D. Monroe Inc. (and wilding Tenant, Jefferson Smurfit/CCA) G-12 04/30/92 13:15 001 coopwathm, Inc. 8606 West Broad Street Post Office Box 26234 Richmond. Virginia 23260 Telephone 8D4 281.1000 April 21, 1992 Dear Mr : AIMW SOuthem State Southern States Cooperative is planning to install a four -inch diameter underground water line from its property an Highway 70 to Fourth Creek. The line will run along Highway 70 from the Southern States Fertilizer Plant eastward to John Long Road. The line will then be drilled under Highway 70 and the Norfolk Southern Railroad, following John Long Road northward to Fourth Creek. The proposed route is shown on the attached drawing. The line will be installed on North Carolina Department of Transportation right-of-way. However, the NCDOT has suggested that we get approval for the work from property owners along the proposed route. The pipeline will be carefully placed in an excavated trench that is six -inches wide and thirty -inches deep. After the pipe is located in the trench, the excavation will be carefully backfilled with compacted soil. Any damage to your yard or pavement caused by this work will be repaired by Southern States at its expense. We will do our best to leave your yard in the same condition as it was before the excavation. Our field crew will not obstruct traffic to your property, and the water li.-.e will not interfere -with your existing utilities. Southern States appreciates you working with us and asks that you sign this letter in the space below indicating your permission for Southern States to construct the water line as described in the letter. Sincerely, DATE: - - Z SIGNED BY: ' Camee A. -Greene TITLE: F uiu Manager Statesville Fertilizer Plant COMPANY: G-13 Southern states Cooperative, Inc. 6606 West Broad Street Post Office Box 26234 Richmond, Virginia 23260 Telephone 804 281-1000 April 21, 1992 Dear Mr : @j Southern States Southern States Cooperative is planning to install a four -inch diameter underground water line from its property on Highway 70 to Fourth Creek. The line will run along Highway 70 from the Southern States Fertilizer Plant eastward to John Long Road. The line will then be drilled under Highway 70 and the Norfolk Southern Railroad, following John Long Road northward to Fourth Creek. The proposed route is shown on the attached drawing. The line will be installed on North Carolina Department of Transportation right-of-way. However, the NCDOT has suggested that we get approval for the work from property owners along the proposed route. The pipeline will be carefully placed in an excavated trench that is six -inches wide and thirty -inches deep. After the pipe is located in the trench, the excavation will be carefully back£illed with compacted soil. Any damage to your yard or pavement caused by this work will be repaired by Southern States at its expense. We will do our best to leave your yard in the same condition as it was before the excavation. Our field crew will not obstruct traffic to your property, and the water line will not interfere with your existing utilities. Southern States appreciates you working with us and asks that you sign this letter in the space below indicating your permission for Southern States to construct the water line as described in the letter. Sincerely, ames A. Greene Manager Statesville Fertilizer Plant DATE: SIGNED BY• TITLE. (�; COMPANY: : G-14 Futst McNees. Company P 1 G-15 Southern States Cooperative, Inc. 6606 West Broad Street Post Office Box 26234 Richmond, Virginia 23260 Telephone 804 281-1000 April 21, 1992 Dear Mr : RIDDLE 6 .j A 0-0) U?) Southern States Southern States Cooperative is planning to install a four -inch diameter underground water line from its property on Highway 70 to Fourth Creek. The line will run along Highway 70 from the Southern States Fertilizer Plant eastward to John Long Road. The line will then be drilled under Highway 70 and the Norfolk Southern Railroad, following John Long Road northward to Fourth Creek. The proposed route is shown on the attached drawing. The line will be installed on North Carolina Department of Transportation right-of-way. However, the NCDOT has suggested that we get approval for the work from property owners along the proposed route. The pipeline will be carefully placed in an excavated trench that is six -inches wide and thirty -inches deep. After the pipe is located in the trench, the excavation will be carefully backfilled with compacted soil. Any damage to your yard or pavement caused by this work will be repaired by Southern States at its expense. We will do our best to leave your yard in the same condition as it was before the excavation. Our field crew will not obstruct traffic to your property, and the water line will not interfere with your existing utilities. Southern States appreciates you working with us and asks that you sign this letter in the space below indicating your permission for Southern States to construct the water line as described in the letter. cerely, DATE: 4/29/92 1 SIGNED BY: 1j .%, ames A. Greene TITLE: Plant Manager Manager Statesville Fertilizer Plant COMPANY: Furst-McNess Company G-16 American Homes, Inc. G-17 Southern States Cooperative, Inc. 6606 West Broad Street Post Office Box 26234 Richmond, Virginia 23260 Telephone 804 281-1000 April 21, 1992 Dear Mr : ciplo Southern States Southern States Cooperative is planning to install a four -inch diameter underground water line from its property on Highway 70 to Fourth Creek. The line will run along Highway 70 from the Southern States Fertilizer Plant eastward to John Long Road. The line will then be drilled under Highway 70 and the Norfolk Southern Railroad, following John Long Road northward to Fourth Creek. The proposed route is shown on the attached drawing. The line will be installed on North Carolina Department of Transportation right-of-way. However, the NCDOT has suggested that we get approval for the work from property owners along the proposed route. The pipeline will be carefully placed in an excavated trench that is six -inches wide and thirty -inches deep. After the pipe is located in the trench, the excavation will be carefully back£illed with compacted soil. Any damage to your yard or pavement caused by this work will be repaired by Southern States at its expense. We will do our best to leave your yard in the same condition as it was before the excavation. Our field crew will not obstruct traffic to your property, and the water line will not interfere with your existing utilities. Southern States appreciates you working with us and asks that you sign this letter in the space below indicating your permission for Southern States to construct the water line as described in the letter. Sincerely, DATE: SIGNE James A. Greene TITLE Manager Statesville Fertilizer Plant COMPA m G-18 Wayside Volunteer Fire Department G-19 Southern States Cooperative, Inc. 6606 West Broad Street Post Office Box 26234 Richmond, Virginia 23260 Telephone 804 281-1000 April 21, 1992 Dear Mr : 90. Southern States Southern States Cooperative is planning to install a four -inch diameter underground water line from.its property on Highway.70 to Fourth Creek. The line will run along Highway 70 from the Southern States Fertilizer Plant eastward to John Long Road. The line will then be drilled under Highway 70 and the Norfolk Southern Railroad, following John Long Road northward to Fourth Creek. The proposed route is shown on the attached drawing. The line will be installed on North Carolina Department of Transportation right-of-way. However, the NCDOT has suggested that we get approval for the work from property owners along the proposed route. The pipeline will be carefully placed in an excavated trench that is six -inches wide and thirty -inches deep. After the pipe is located in the trench, the excavation will be`carefully backfilled with compacted -soil. Any damage to your yard or pavement caused by this work will be repaired by Southern States at its expense. We will do our best to leave your yard in the same condition as it was before the excavation. Our field crew will not obstruct traffic to your property, and the water line will not interfere with your existing utilities. Southern States appreciates you working with us and asks that you sign this letter in the space below indicating your permission for Southern States to construct .the water line as described in the 1 P-f-fmr _ Si rely, es A. Greene Manager Statesville Fertilizer Plant DATE • SIGNED BY: TITLE: Z,1� COMPANY: 4)A41 j j e- O FD_ t.� G-20 Montgomery Industries G-21 Southern States Cooperative, Inc. 6606 West Broad Street Post Office Box 26234 Richmond, Virginia 23260 Telephone 804 281-1000 i�j(e 6))) __... Southem States April 21, 1992 ' f Dear Mr ; j Southern States Cooperative is planning to install a.four-inch diameter underground water line from its property on Highway 70 to Fourth Creek. The line will run along.Highway 70 from the Southern States Fertilizer Plant eastward.to John Long Road. The line will then be drilled under Highway 70 and the Norfolk Southern Railroad, following John Long Road northward to Fourth Creek. The proposed route is shown on the attached drawing. The line will be installed on North Carolina Department of Transportation right-of-way. However, the NCDOT has suggested that we get approval for the work from property owners along the proposed route. The pipeline will be carefully placed in an excavated trench that is six -inches wide and thirty -inches deep. After the pipe is located in the trench, the excavation will be carefully backfilled with compacted soil. Any damage to your yard or pavement caused by this work will be repaired by Southern States at its expense. We will do our best to leave your yard in the same condition as it was before the excavation. Our field crew will not obstruct traffic to your property, and the water line will not interfere with your existing utilities. Southern States appreciates you working with us and asks that you sign this letter in the space below indicating your permission for Southern States to construct the water line as described in the letter. S•' nc rely, .�- James A. Greene '-,'Manager Statesville Fer'tilizer.Plan-t DATE: b /I- �Z SIGNED BY: `7, eUr TITLE:_ VA OACV`f(4'�3 COMPANY: G-22 Lenard S. and Mary T. Gilliam, Jr. G-23 Southern states Cooperative. Inc. 6506 West Broad Street Post Office Box 26234 Richmond, Virginia 23260 Telephone 804 281-1000 Southem April 21, 1992 States Leonard S. and Mary T. Gilliam, Jr. 437 Summit Avenue Statesville, North Carolina 28677 Dear Mr. Gilliam: Southern States Cooperative is planning to install a four -inch diameter underground water line from its property on Highway 70 to Fourth Creek.. The line will run along Highway 70 from the Southern States Fertilizer Plant eastward to John Long Road. The line will then be drilled under Highway 70 and the Norfolk Southern Railroad, following John Long Road northward to Fourth Creek. The proposed route is shown on the attached drawing. The line will be installed on North Carolina Department of Transportation right-of-way. However, the NCDOT has suggested that we get approval for the work from property owners along the proposed route. The pipeline will be carefully placed in an excavated trench that is six -inches wide and thirty -inches deep. After the pipe is located in the trench, the excavation will be carefully backfilled with compacted soil. Any damage to your yard or pavement caused by this work will be repaired by Southern States at its expense. We will do our best to leave your yard in the same condition as it was before the excavation. Our field crew will not obstruct traffic to your property, and the water line will not interfere with your existing, utilities. Southern States appreciates you working with us and asks that you sign this letter in the space below indicating your permission for Southern States to construct the water line as described in the letter. Sincerely, James A. Greene Manager Statesville'Fertilizer Plant DATE: q - It � _ � ;_ SIGNED BY: C7e TITLE • COMPANY: G-24 FIGURES I - 5 �.. � :.'�. u:.r:. �... t., ,.... -,. �,.i '. �e: •�.. -t ,.. .r:,�.•.�. �'�-.rv!^. �.. a +-.. ..c_ r.. ...x .W ... sn �. .� ..� �..4�....-�.�. K,.w w.w., .. .F 14.t�.. .�. rt�a' rv� �.._. «. . w,: r .. .... .c�c�.Tr n.. -s _. . a� :�� - M EDGE OF . RIGHT-OF-WAY DETAIL 1 & DETAIL 2 -EDGE OF PAVEMENT 10-15 FT. 30 FT. TYPICAL CROSS-SECTION N.T.S ROADWAY ALL LOCATIONS ARE APPROXIMATE. G-30 DRAWINGS 1 - 4 G-35 LAW ENVIRONMENTAL APPLICATION FOR PIPELINE AGREEMENT NORFOLK SOUTHERN RAILROAD Proposed Pipeline from the Southern States Fertilizer Plant to Fourth Creek iredell County (near Statesville), North Carolina Prepared For: Southern States Cooperative, Inc. Richmond, Virginia Prepared 6y:. Law Environmental, Inc. Charlotte, North Carolina LEI Project No. 56-1570.95 May 5, 1992 I 19 1 G-37 ',a P1 max - --,7V ?*not 3 L.;�T WL Al Im www 2A.' L On PUMal: -�. 77- Wry AFT To, "Zm C, W :r AM Q C"Mwt XV RIOT ,,7 1Tru-i7-:TT 7-7,')- VM "N' -C 1 —1111, O,l'w,>�.- 1. 1--W. 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't:-v 7 7 Aj G- 39 PAvWw — FORM 11397 (RV• W911 (toes No. 97W Plans for proposed installation are to be submitted to and meet the approval of the Railway Company before construction is begun. Meter and installation are to be in strict aceoroanoo with soeafications of the American Railway Engineering, Association ano requirements of Nortc Southern Corporation. Original and six copies of this form shall be submitted. accompanied by sic prints of a drawing showing plan, eievatu section of crossing from field survey, location in respect to Milepost. width of Railroad's Right of Way, width of Public Right of Way, locati of adjacent structures affecting crossing, and all information required in Figures 1 and 2 of A.R.E.A. Specifications, Part 5 Pipaiines. If tunneti is necessary details. of sheeting and method of supporting tracks or driving tunnel must be shown. t 11. Correct name of Applicant: SOUTHERN STATES COOPERATIVE. INC. 12 Post Office address: P.O. BOX 262349 RICHMOND, VIRGINIA 23260 T3. Location: 1530 (f, W (direction) from nearest R.R. Milepost 20 14. Nearest city or town: STATESVILLE Cpy; IREDELL State NORTH CAROLINA 15. Within limits of public highway, name: HWY 70 Fed4kate-County No.: NC IS. Will temporary track support or rip rapping be required? ( J Yes [ Rj No - explain 8" m STEEL CASING PIPE WILL B I VIA DRY B RE AUGER TYPE WITH STEEL BORING BOX SHEETING METHOD. 17. Ave there any wins, poles or obovc dons to be relocated? ( J Yes [ X J No Temperature 18. Prodtict to be conveyed: WATER Flammable? [ J Yes (R J No Temperature 19. Maximum working pressure: 80 _ (psi) Field test prawn: ___ (ps) Type of test 20. Lodation of shut-off valves: DWG. 1 21. PIPE SPECIFICATIONS . CARRIER PIPE CASING PIPE Material HDPE Material specifications and grade PE 3408 HR HMW Minimum Yield Strenght (pal) of material 3200 (T) 1600 (C) MiU test pressure (psi) 160 PSI Inside diameter 3 68" Outside diameter 4.5" Wale t`�i, .aia3 "_ 409" Type of seam N/A Laying lengths 40 - 0' Type of joints BUTT FUSION Total length within Railroad right of way 2000.0' FT. (APPROX. ) VENTS -number: NN/A size: N/A _ height above ground: N/A SEALS - both ends: N/A one end: N/A BURY - bass of rail to top of c;aunr. 6.0 n, — in. (MIN) BURY - (not beneath tracks): 3.0 g. — in. (MIN) BURY - (roadway ditche4: 3.0 fL — in. (MIN) STEEL A 252 GRADE B 35 KSI N/A ?Sri STRAIGHT ?0.0' WELDED 50.0' FT (APPROX.) CATHODIC PROTECTION - ( J Yes (XJ No PRaMCTIVE COATING - [X J Yes [ J No Give description KOPPERS #50 BITUMASTIC 22. Specify type, size, and spacing of insulators or supports: N/A 23. Define any special specifications of the pipeline: N/A 24. Method of installation: JACK AND BORE If applicatim is apprtv@d. applicant agrees to reimburse the Railroad for any tit Incurred by the Railroad incident to inatallatior rraalnmawca, and/or supervision necessimted by this pipeline iniwllatim and further agrees to assume all liabillity fcw accidents injuriest which arise as a resuit rft this! instmiietinn_ ' C (Date) MAY 7, 1992 SAM KOON, MANAGER OPERATIONS, CROP, FARM AND HOME DIVISION (M SAAiWLE OMWINO (f9cffiii W AX No S4a1Pf.E SKW (SzNW 8)6 attaofad) I G-40 NORFOLK SOLTIBIMN RAILROAD APPLICATION FOR PIPELINE AGREENIE NT MAIN LINE MALE WE `TM tc 4 GAL MZM PO 2MV0. Zvi? AcaNg Or oil ek lev Si tax 1, INM XV OM K. A; NWHOMZ A TIAM wAsYP'll'i .4-1 -- %MOM MW t. ""Ymmn 'A:.'.`'- G-41 APPLICATION FOR PIPE UNE AGREEl6UW FOM 11397 tA... anent (f wd 97 I.O. Na APPLICANT MUST ANSWER ALL QUESTIONS AND RETURN THIS FORM TO: Data lasued: _ SUPT. D. N. ZUREICH COMPANY NORFOLK SOUTHERN RAILWAY COMPANY STREET 1120 W. WASHINGTON STREET CITY, STATE, Zip GREENVILLE, SC 29601 PHONE MAIN LINE 1. Legal Name of Applicant (pay to egreen ignt): SOUTHERN STATES COOPERATIVE INC. 2. Mailing Address: Sam 6606 WEST BROAD STREET City RTrRMONn stw*VA Zlp23230 4. BUng Address: Streit P.O. BOX 26234 CRY RICEMOND -,WhL V® Mp23260 3. Name of Applicant Rapggientio 5. Name of Cornett for Taiping Purposes: MR. SAM KOON SAME Title: MANAr.RR/ OPF.RATTONS CROP FARM & HOME DITift. Telephone Number.6043 281- 1 ?24 TakWhore Number( ) 6. Applicant is a: ( Xj Corporation - Give atom of formation:yTRrTNTA I 1 Limited Partnership - Gin a= of formation: I l Generai Partnership - Gin state of iormahm: ( J Sole Proprietorahip - Give name of owner. ( J Individual I 1 Government Entity 7. Limon of Pipeline: A. Noarsst Street HWY 70 & SR 2313 (JOHN LONG ROAD) B. Nearest Town STATF.SVTT.T.F C. County Zlomw"VT T O. State NORTH CAROLINA E. Railroad Mliepoat Reference: 206 - N E( E ftle S Q of Milepost #20 F. Will pipeline be Itxalad entirely within confines of pubft street? ( 1 Yea (XJ No If yes, provide cone btaive evidence for verification. Street width: N j A tL SUM Right of Way width: N/A tL B. Pipeline (X I -is to be hnstalled I I already exists and is being upgraded Are there any agreenants covering the pipelinN?/A I 1 Yes [X I No I 1 Do not know If yes, identify and attach capieu 9. The pipeline will: (check an appropriate bootee) JX I Cross tracks -Fear many? 1 I Cram communiretiort andlor signal lines - Separation L (X 1 Parallel Tracks - Minimum horimntal distance to to ntw ire of adjacent track 90-100 IL (X J Be underground - Osptb below base of nail 7.5 (MIN) $. Minimum depot on ngftt at way ®tie" [ I Be awW - ®fL above top of rail 10. Identify facilities on Railroad right of way (manholes, pipe bridges, eta): DRAWING 2 _ (ConEineed an adw side) tr,"'sg M I;jx k r Sim ZNIO z54 x?_ T niv-,tw Ah N! 6 W2 zi. T lok jl.�I'ml� —ss JCI a W= I - - ----- ic mz �v ?VY724 -PG'P 7 F-b-- Z.i:W -xn L,')t; A" , Vzl =V, e E12 MW V4 7 77— WO b" E. MJ:f' il;w; P a'! T Ul j.,LV.A' L! I.i. .'tankc, e;lo. �k :,77 G- 42 R..M.. � Fcm 11=7 (111oww "-few moms= - plans for proposed installation are to be submitted to and meet the approval of the Railway Company baba construction is begun. Materu and installation are to be m strict accordance with specifications of the American Railway Engineering Association and rimpbuments of Norio Southern Corporation. Original and six copies of this form shall be submitted. accompanied by six prima of a drawing showing plm elevam section of crossing from field survey, location in respect to Milepostwidth of Ralh=d's Right of Way, width of Public Right of Way, iocah( of adjacent structures affecting crossing, and all information required in Figures 1 and 2 of A.R.EJ1. Specifications, Part 5 Pipolines. if tunnelir is necessary details of sheeting and method of supporting tracks or driving tunnel must be shown. 11. Correct name of Appiicanc SOUTHERN STATES COOPERATIVE INCORPORATED T2. Post Office addrsm- P.O. BOX 26234 RICMOND VA 23260 13. Location: _ 2R6.95 ft.. W o prection) from neared R.R. Milepost # 70 14. Nearest city or town• STATESVILLE c4untY IREDELL State NORTH CAROLINA 15. Within limits of public highway, name: HWY 70 / SR2313 Fed4kate.County No.: NC 18. Will temporary track support or rip rapping be required? I I Yes IX I No - explain R'� TER STEEL CASING WILL BE INSTALLED VIA DRY -BORE AUGER TYPE WITH STEEL BORING BOX SHEETING )ETHOD. 17. Are there any wins, poise or obWucdons to be relocated? I I Yes (X 1 No TenQeratrae 18. Product to ba conveyed: WATER Rantntable? [ ] Yes I X1 No Temperature W / A 19. Maximum working pressure: 80._— (psi) ReW left per= (1391) TWO of fast 2CL Location of shut-off valvem' DWG.-2 21. PIPE SPECIFICATIONS Material Material specifications and grade Minimum Yield Stranght (psi) of materiai MW reel pressure (psi) Inside diameter Oubldo diameter Weft L`.� :ssr3ss Type of seam Laying lengths Type of joints Total length within Railroad right of way VENTS - number: N/_ A size: NSA CARRIER PIPE HDPE PE3408 HD HMW i9nn(T) i6nn(r) 160 PSI 3.68" 4.5" .409" N/A 40.0' CASING PIPE STEEL (NON -COATED) A 262 GRADE B 1san PST N/A 8.0" 8.5" .25 " STRAIGHT' RM" r"QTAW LMT 200. 0 FT (APPROX.) 130.0 FT (APPROX.) height above ground: N/A SEALS - both ends: W / A one and: W I A io ® _ BURY - brof rail to top of casing: 7.0 L 6 in. (MIN) . BURY - (not beneath tnutia): 3.0 L - in. (MIN) - BURY - (rcadway ditches). a . 0 1L - in. (MIN) . CATHODIC PROTECTION - I I Yee I X1 No PROTECTIVE COATING - IX I Yes ; I No Gfw deecription KOPPERS #50-BITO&STIC 22. Spsc:ify type. size. and spacing of insulators or supports: N/A 23. Define any special specifications of the pipeline•. N/A - - 24. MstSoed of instellatiott: TAM A RARF -- It application is approved. applicant agresa to reimburse the Railroad for arty cost inWtred by the Railroad inddortt fib installation mamtenance, andfor supervision ne ts! by fhb pipeline inafa0ation. and further agrees to assume all Iiabift for academe injuries which arise as a result of this insWlation. o agnrig sppiiceaenl MAY 7 1992 SAM KOON, MANAGER OPERATIONS, CROP, FARM AND HOME DIVISION (M UMPW =AriiiilY@ A16 and =UnZSHW MEMO 4 ecaobacf► all to misly: T - vn imannialf- wasq!, 7� 01 .1117211n: if P is, Wo! W 1210 10 M—KAME LW 05 DIAS "I ilk; 1 A 0 1 7 CIA ::-:j 105; anz V, C0301:01 -W wAn, it nva Onp, G-43 CHECKLIST FOR RAILROAD PIPELINE AGREEMENT Southern States Fertilizer Plant ' Iredell County (Statesville), North Carolina LEI Job No. 56-1570.95 Pipeline installation on Norfolk Southern Railroad right-of-way will conform to the American Railway Engineering Association (AREA) Specifications, Part 5.2 (1991 Amendments) for pipelines conveying non-flammable substances. The following information has been provided in response to AREA requirements for the pipeline agreement. 1. PLAN AND ELEVATION DRAWINGS OF PROPOSED PIPELINE f CROSSING Reference Drawings 1 and 2. 2. LOCATION OF PIPELINE WITH RESPECT TO RAILROAD MILEPOST Reference Drawings 1 and 2. 3. WIDTH OF RAILROADS RIGHT OF WAY Reference Drawings 1 and 2. 4. WIDTH OF PUBLIC RIGHT OF WAY Reference Drawings 1 and 2. 5. ADJACENT STRUCTURES AFFECTING CROSSING Reference. Drawings 1 and 2. 6. EMERGENCY SHUT-OFF VALVES Two per crossing, reference Drawings 1 and 2. 7. TUNNELING METHOD "Jack and Bore' method of installation with steel sheeting box and dry auger. Reference attached Norfolk Southern Applications for Pipeline Agreement. . G-44 JT vp vnm.' Q %f . 1 .' IOU no .. ... . . .... vz" A— to job And MA z4w �lk 'gay, Fly r 04 Gall— m For pt f A A" \`.J`.��//•',' '� .��,• '•'-i � .^� ill � "�• O �• l" 1 ! •� I\ 111• (�l-�j•�• .i � •i- :��. 1 , �(1 �, ,1� ,;.�• ;fir-, ,.� �. ., � �, •� � .,� J/� �'��: i v L ry ',-V, 1 110. 21 ® ? 7�j� � ))11 }} � � o • �`• �,,: \' _ 11 \ , lam• �•�- APPROX SCA LAW ENVIRONMENTAL, INC. CHARLOTTE, NORTH CAROLINA SITE LOCATION MAP .1 - L" SOUTHERN STATES FERTILIZER PLANT STATESVILLE, NORTH CAROUNA REF.- U.S.G.S. 7.5 UK TOPOGRAPHIC MAP, STATIEULLE EAST QUADRANGLE. DATED INIL JOB NO. 56-1570.95 FIGURE ITU'::•'J'�6Z.wS•"'ii1Y:Y4ft,YYu•':FKSL'R,14:5L ?F:3A74�311it^'�.+s ,1�7+i6''li VK'MSJ.-falld.�•�`'Fa:!.q 0. tYr�ta:;.:.•RRC.at �ryZ(-X.�>:, 1, ;; t:iStY1: !`•kDte2 G SWS.... a7< 'wkJ+'f',S' qA�_t .. "R R S1!•J\'� 1•i� \ 3"1 , L , J ` % f1 - •• 1 p i :..''.f'��IGG .'�J._ . �:.>_:�. !H •- _ -- �•'^r 4;' .., �,,L uSasGtct.Y,El=ifi, l+Y M •:-:!'•rst..e4TJ'. WI�.r_s. •r w P.�.'v ...-M.: R� : ."'t) tALK•.l! . �W .r..i: �'i JLf _;r: (�P.ji'�.i:� �f i. !: .•i�.... ^_E';... . ,.. � �.. r��r. � '' �' r'S`*. �', '�.�. .. CJ',. .., . l.: � l _ a.. ' l+.ca�z,+•+n,a+rsi.ar_,.r-.cm,m,.:.y.".Ts•r�:.'.nvw�7•a....•.rn xm.rssa svm',aea v. •,aa.cu.•n er..• . ft, _.__._.�... -.... 'v(i (..=ti. 4F��,'v�l'�: .t 1 ;�L I to :I s... � 1, ' • .'♦ \ }i .. y I •� i ^.� l � ,� `yyryr Y �,.`} f Du' �. ti � '�I a a • .. • t� I'.. X ry b. k i 1•,ly `^' { 3 '1 -A .l.i Y..4 ��l.i ��••Gt W& W +�6.w'. fs•:r•-n..y a.i•Nt•,vwt).:Y.ay.^.atTMua).�.N.O::.e,'i^C,tAd\'•+. ke:Rta•,a:la<ll'Hl•s•: .r..1.4.I�nt[.T'.r-t^'•r �0.-' nru` r , 1 �, 1of4 +, itr aa..i•.,..,.••,.�.ty� .., n� ,_)._ ;j f^ 4 ,• ..l :' .1 _ a �j} M1 pti 4. J100 ` d• ✓x •4!dl .1 en I .f l two .L' s_.r syr _ -, r ., r.ys-e.'ra,:•.,.,�nr,•e'1.:.+..",..aiY.vnJ.xv:a...v.;rm..,,tw.,te<•a:-.',e>a::n.,:.,.erexs'.,e'xr�:v.iuca�a:rt - J-.•_ ... ..;. 5.1.1.1 �' .. <�'il`:. _.fJ .IJ • ', .,TT •�l •-arm .+��: ` .^ .. .ea4.ora.. /• a .. t r, f fin....•.-,•"' _ .. J TV / y tt N• 3 .. G-46 EXPLANATION PROPOSED WATER LINE ROUTE 2359 STATE ROAD DESIGNATION .CREEK CHANNEL NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, IREDELL COUNTY. DCA FILE -(INrm) 1 taoh = 3000 !k LAW ENVIRONMENTAL,. INC. CHARLOTTE, NORTH CAROUNA GENERAL WATER LINE ROUTE PLAN SOUTHERN STAPES FERTILIZER PLANT IRWELL COUNTY, NORTH CAROLINA DRAWN AR 05/04/92 APPROVED T8 05/05/92 JOB NO. 56-1570.9 FIGURE 2 \ �� •_ ... ....... a �i'r':r, • f I r S, .,..-, J •: ,::.:..a.......a ....... .--.. .., .. 3 may.. .... .•- � 1 .; A ' �� , ,rf�'�.� .i I + ..... � � 'd; d•'n,f ...... � i is "V` i :i .. _ � ..^-.,.._. ��^', { __ .-- '4 ,ram;''✓ • - .. _, �_ ...". .- a ......~�`' ' {,~ .......... 1 ....r. •ems �... �.�5^{EF :I„ ; (: . 'Pt: ibtaelw'. • 4� W.251�t �MFTs•aGkinutv�.n:t' w!v: �'S.l', ::J .6..y .C4r•v'!i"�Mii'-":r-". +:Bt.!;C3r.•'e .M ?ISiAY4.•, Yj AT MiE' ,'3 Y; i'• L �;.r �F�r. ,. a+��'� a �h� � .�. �,r MCI- buk7, S ....,......._ »t P tt eaC� "•>e �:� at"?,=?.i r5 •P �,. _A9ti� fra yp .t '� .-...i}ii), 'G .. •v -v;, �f.�a��, .r�$. r q M1 ..SY.,i!MSP,•s�l. rl•. -rxPE6i".n.-a.. B 'i Y.bS +r.,l'"Y,�6T'n T..L' 1L '.i+. R n_. ,.>lr •.S3.V',� 9-.:.{'.y{'%", "5:y'�'` Ca.': �J:'<,-`' ct�a,.. l�"s'';Y4 ta`�'re'� .4:r+aewb'.d •1 /I �J rf.!,.x..AY1� .�.nTaA. d..:/L•'; .1 _i..ei s �.�•�:.,- 3 � �'�,. '� '.f 'r•PFT' {K'y,.r .a ...,.� ..i, �`i". � F?ar•t�Nf�aS'V �+�t°�'� $ •.•w.'asao'A'r, 2ao r, '..� 1Mmlcfr4t•.4.Y.,� STJaT.'V ::'s�Wt7 At }.^'�,da;✓ b:•.W^�"iY.i,aL.«ar1W.::: Ie-'d`ktTYC`�n:o:: " .I: •Y� � rr �!uc:9 ,r..�Js ' * ,i� 1` rel _ :'I..,V Y:v� Y..!U.•'.'.nt'.l"Y,n:.1RYWi.i6'icF•evs_"':E}'f-r4r.M•..eiR':.)ib3+s+e suf•Srt�J k.?aeV_•i>1Strm..:AFs'siet„Ji:3:Q's'4(AA�s �t MW'lr.Ci.e"•'.aP 3aG^id,.- Af ia:•?a•:`^-1iihl:LkAt=4!}1bb2.y'I{dP�iNf�F�dL�:M"�lR:u G--47 BUCKBEE RD. (SR 2312)jo �N�S Wig x PROPOSIED.WAIN rs' I LINE CROSSMG (DRAWING ) I I x I x i I W x j FURST McNESS Co. J ,PROPOSED SPtiA USA VANDER HEYDEN LNE CROSSMlG (DRAWING 1) i R.D. MONROEI INC. RW-5 SOUTHERN STATES o 400 EXPLANATION APPROX. SCALE, FT. ® PROPOSED WATER LINE ROUTE G-48 DRAWINGS ' G-51 LAW ENVIRONMENTAL ADDENDUM NO. 1 APPLICATION FOR PIPELINE AGREEMENT NORFOLK SOUTHERN RAILROAD Proposed Pipeline from the Southern States Fertilizer Plant to Fourth Creek Iredell County (near Statesville), North Carolina Prepared For: Southern States Cooperative, Inc. Richmond, Virginia Prepared By: Law Environmental, Inc. Charlotte, North Carolina - ) LEI Job No. 56-1570.95 _� July 21, 1992 --- ----- --- `'.Ell 'V: 0 IODI 1c, "ItTV r- "i ;Y. 11 tn 5 G 5", 1 .3�8'-' f� W 7 �i , 6 (J.T "-r: .%?5'FF j� q i'I itaso m-A 3 o Ajv .--Si Jrh dy G-52 LAW ENVIRONMENTAL, INC. 4333 WILMONT ROAD, SUITE 300 CHARLOTTE, NORTH CAROLINA 28217 P.O. BOX 240674 CHARLOTTE, NORTH CAROLINA 28224-0674 704-357-1747 704-357-1622 (FAX) July 21, 1992 Norfolk Southern Corporation 1120 W. Washington Street Greenville, SC 29601 Attention: D.N. Zureich Subject: Addendum No. 1 Applications for Pipeline Agreement Norfolk Southern Main Line and Spurs Norfolk Southern File No. 120-3-12678 Iredell County (near Elmwood), North Carolina LEI Job No. 56-1570.95 Gentlemen: On behalf of Southern States Cooperative, Inc., Law Environmental Inc. submitted two Pipeline Agreement Applications to Norfolk Southern on May 5, 1992. , The applications outlined our intention to install a four -inch diameter high density polyethylene (HDPE) underground water line along U.S. Hwy. 70 and State Road 2313 (John Long Road) to Fourth Creek. -The line will. be installed using "cut and cover" techniques except where it crosses underneath existing railroad tracks and Highway 70 East. The purpose of this line will be to carry water from .the Southern States Fertilizer Plant to a discharge point at Fourth Creek. Request for Additional Information On June 29,,1992, Norfolk Southern responded to our applications by issuing a request for additional information.. The followingadditional information was requested: 1. For the pipeline crossing 1,530 feet west of Milepost S-20, indicate the distance from the Milepost to the point of switch and from the switch to the point of crossing. 2. For the pipeline crossing 286 feet west of Milepost S-20, revise the plan Ao show . the entire limits of the encroachment, the locations where the pipe will enter and exit the right-of-way, and the length of the encroachment. Printed on Recycled Paper h"I .F"), IIIIJOTW Y, M!CPTJ, JSr L ilj 4"!., 10 rl! UG G -,Zvi r- 7 7(.' .7 7; i.- 717, j e0f .7. 5,K '7 b-4 rug IUG: U 7, OICCi tlOKII jii. � 'it, 41: U r,9 wiF v" T-1 "TO t 7, f�l 7, ... 5 .71, G-53 Norfolk Southern Corporation July 21, 1992 Page 2 Response to Request for Additional - Law Environmental has obtained field measurements to respond to Norfolk Southern's June 29 request for additional information. Our response to each item is presented below: 1. For the pipeline crossing 1,530 feet west of Milepost S-20, the distance from the Milepost to the point of switch is 1,107.1 feet. The distance from the switch to the point of crossing (along the spur line) is 445'.6 feet. The total encroachment length at this crossing will be 360 feet. Please refer to the attached Sheet 1 of 2 for additional information. 2. For the pipeline crossing 286 feet west of Milepost S-20, we have prepared a new plan drawing which presents the entire limits of the encroachment, the locations where the pipe will enter and exit the right-of-way, and the total encroachment length (500 feet). Please refer to the attached Sheet 2 of 2 for additional information. Request for Additional Encroachment Permit While preparing the survey drawings for the two responses outlined above, we realized that the proposed pipeline route will require one additional encroachment permit. The route encroaches upon the right-of-way for the railway spur leading to Southern States' property. The proposed route does not cross this spur, so it will not be necessary to tunnel under or otherwise disturb the tracks. The total encroachment for the area adjacent to the Southern States railway spur will be 300 linear feet. At its closest point, the four -inch diameter water line will come within 25 ft. of the spur. The attached Sheet 1 of 2 presents a plan view of the encroachment. On July 16, 1992 we discussed this additional encroachment with Mr. Danny Young of the Norfolk Southern Corporation Atlanta Engineering Office. Mr. Young indicated that an additional "Application for Pipeline Agreement" for this proposed encroachment would not be necessary. Mr. Young indicated that the additional encroachment could be considered in conjunction with the two "Applications for Pipeline Agreement!,' forms submitted on' May 5. Information regarding pipeline specifications, applicant, address, etc. remains unchanged. On behalf of Southern States Cooperative, Inc. we ask that this request for an additional encroachment permit be considered with the two .applications submitted May 5,..1992. SrM:1570-TFB.T95 i Y j�J vT'~ii��; � . �i t. ... .. i 'l.i ,��7�;. .i , 1 K •- . t.7;;.Cr .s�,r a,^. _�7...i °: ., 1L a.:ai5 _.._ a- � 3�. �._ ,"(�;.<:. _t.]�i t:i. i�: T .tea e' ,'fly;'..'}J�; .:a q;'•v:.'c.' :.. � >'s.",.. .,�:•`" i+;.' :li:.: �. �'" _"'¢". t.4}F. ri.J ilt 5. � ...5.� .�13'. G-54 Norfolk Southern Corporation July 21, 1992 Page 3 If any additional information is required to complete this application, or if you have any questions, please contact us at (704) 357-1747. Thank -you for your assistance. Sincerely, LAW ENVIRONMENTAL, INC. //;� (tea"�h Tim LaBounty Engineer Thomas F. Beggs, P.E. Principal Registered NC No. 13807 attachments cc: Southern States Cooperative, Inc. sFM:IS70-M.T95 N, 17. S- 7 C T, d A :�;X 7 �� Z T tl%� Z.,t"C 7'r ly ,SA-TZ'so pars T n !,v q cnv,�; im Zger Via;:: G-56 NORFOLK SOUTHERN. 9i Norfolk Southern Corporation Transportation Department 1120 W. Washington Street Greenville. South Carolina 29601 803 255-4335 June 29., 1992 HN/jl 4-6-3 Elmwood, NC Mr. Thomas F. Beggs Law Environmental, Inc. 4333 Wilmont Road, Suite 300 Charlotte, NC 28208 Dear Mr. Beggs: D. N. Zureich Superintendent Piedmont Division This is in reference to your letter dated May S. 1992 making application for two pipeline crossings located (1) 1,530 feet west of Milepost 8-20 and (2) 286 feet west of Milepost 8-20, Elmwood, NC. Our Engineering Department advises for the pipeline 1530 feet west of MP S-20, you will need to indicate the distance from the Milepost to the point of switch and from the switch to the point of the crossing. Your plan indicates a parallel encroachment proposed within the right-of-way 286 feet west of MP S-20. Plan should he revised to show the entire limits of the encroachment. Show where pipe enters and exits the right-of-way and indicate the length of the encroachment. ® truly yours, D. N. Zureich Operating Subsidiaries: Norfolk Southern Railway Company / North American Van Lines. Inc. G- 57