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Attachment G Interconnected Surface Water Systems DRAFT Depth to Water in Wells

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Attachment G Interconnected Surface Water Systems DRAFT Depth to Water in Wells Attachment G Interconnected Surface Water Systems DRAFT Depth to Water in Wells 500 260 LERDO CANAL 480 460 25 30 29 28 27 26 25 30 29 28 440 27 26 25 30 29 28 27 26 25 30 29 28 27 26 25 420 T 28 S/R 26 E SEVEN DITCH T400 28 S/R 27 E 240 380 T 28 S/R 28 E T 28 S/R 29 E 360 A¤ 340 36 31 32 33 34 35 36 31 32 320 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 AÎ 300 ¯ 280 500 0 0.5 1 220 2 3 260 BEARDSLEY CANAL 400 240 LAKE MING 4 300 KERN 6 5 4 FIVE DITCH 220 280 RIV 3 MILES 2 1 FRIANT-KERNCANAL ER 280 6 5 3 2 260 1 6 5 4 3 2 1 6 5 3 2 1 260 200 240 4 1 INCH = 1.5 MILES 220 240 FOUR DITCH 200 220 180 200 NORTH PIPELINE 160 MAIN CANAL 8 9 7 8 9 10 11 140 12 7 10 11 12 7 8 9 10 11 12 7 L 120 8 9 10 11 12 200 NA CA 100 LEY BEAR DS 100 120 220 L 140 CALLOWAY CANAL NA A 160 C R 18 17 IE 180 16 15 14 13 18 R 17 16 15 14 R 200 Au 13 18 CA 17 16 15 14 13 18 17 16 15 14 13 220 FEE EST DER 240 T 29 S/R 27 E NO RTH W PI 100 T 29 S/R 26 E P E LINE 260 220 120 ONE DITCH 140 T 29 S/R 28 E 280 T 29 S/R 29 E EAST PIPELINE 160 300 19 20 200 21 22 23 24 19 180 180 21 22 23 24 20 A± 19 20 21 22 32023 24 19 20 21 22 23 24 340 ?v 100 CALLOWAY CANAL 120 EAS 160 T SID 140 E CA 30 29 NAL 28 27 26 25 30 29 28 27 26 340 25 30 29 28 27 26 25 30 29 400 28 27 26 25 200 320 180 160 300 GOOSE LAKE SLOUGH ER 280 RRB-ID4-JURP PIPELINE RIV NAL KERN R CA 400 RIE 260 31 32 33 AR 34 35 31 32 C 380 33 34 35 36 36 31 32 33 34 35 36 31 360 32 33 34 35 36 AERA PARK PONDS 240 TRUXTUN LAKES 340 IMPROVEMENT DISTRICT NO. 4 320 220 220 ?v PIONEER MAIN CANAL CROSS VALLEY CANAL LAKES AT RIVERWALK 4 2 EAST BR 6 5 1 6 5 4 AN 3 3 2 1 6 CH ARVIN-EDISON CANAL ARVIN-EDISON C 4 3 2 1 6 5 4 3 2 1 200 A N 5 A STINE CANAL L BUENA VISTA CANAL 160 CENTRAL BRANCH CANAL 7 8 9 10 11 12 180 KERN RIVER CANAL 7 8 9 10 11 12 7 8 9 10 11 12 7 8 9 10 11 12 KERN KERN ISLANDCANAL SEC. 15 DITCH 220 18 17 16 15 14 13 18 17 16 14 13 18 17 16 15 15 14 13 EA 18 17 16 15 14 13 S 200JAMES CANAL PLUNKET CANAL T S SEC. 23 DITCH I D DEPTH TO WATER IN WELLS T 30 S/R 26 E E T 30 S/R 28 E C T 30 S/R 29 E T 30 S/R 27 E AÎ AN A SPRING 2011 L 19 20 21 22 23 24 19 20 21 22 23 24 19 280 180 20 21 22 23 24 A{ 19 20 21 22 23 24 260 300 20 FOOT CONTOUR INTERVAL 200 220 240 320 340 100 FOOT CONTOUR INTERVAL 180 A R ARVIN-EDISON CANAL V I DRAFT N 160 W CANAL (LINED) 30 - 29 28 27 E E 26 25 30 D 29 28 27 S 26 T 25 30 29 28 I 27 26 25 30 29 S B 28 O 27 26 25 160 R CANAL (UNLINED)N AN C A C N 160 H A 180 L C A F N A CONTOURS BY: MICHELLE CASTERLINE, PG #8898 STINE CANAL R A JAMES CANAL M 31 32 33 34 L 35 36 E NOTE: CONTOURS SHOWN REPRESENT APPROXIMATE 31 32 33 34 35 R 36 31 32 140 33 34 35 36 S 31 32 OR INFERRED33 WATER LEVELS34 FOR THE TIME35 PERIOD 36 C SHOWN ON THIS MAP. THE READER SHALL BE AWARE A KERN ISLANDCANAL N STINE CANAL BRANCH 2 THAT WATER LEVELS CHANGE THROUGHOUT THE YEAR. A AÞ L FOR THIS REASON, LEVELS REPRESENTED ON THIS MAP ARE NOT INTENDED TO BE USED FOR SITE SPECIFIC INFORMATION. 6 "^$! 5 4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 T 31 S/R 26 E T 31 S/R 27 E T 31 S/R 28 E T 31 S/R 29 E BY: S. CHAMBLESS DATE: DECEMBER 5, 2011 REVIEWED BY: M. VARGA FILENAME: Plate 7 - Depth to Water in Wells (2011).mxd Improvement District No. 4 Report on Water Conditions 64 Depth to Water in Wells LERDO CANAL 520 25 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 DEPTH TO WATER IN WELLS 400 540 26 25 30 29 28 27 26 25 T 28 S/R 26 E SEVEN DITCH T 28 S/R 27 E SPRING 2015 480 T 28 S/R 28 E T 28 S/R 29 E 20 FOOT CONTOUR INTERVAL 36 31 32 33 34 35 36 31 32 33 34 440 35 36 31 32 33 34 35 36 31 32 100 FOOT33 CONTOUR34 INTERVAL35 36 ¯ 420 CANAL (LINED) 0 0.5 1 2 3 BEARDSLEY CANAL AÎ LAKE 4 460 KER CANALMING (UNLINED) 6 5 4 FIVE DITCH N RIV 3 2 1 FRIANT-KERN CANAL E MILES 6 5 3 2 R 1 6 5 4 3 2 1 6 5 4 3 2 1 1 INCH = 1.5 MILES 300 360 FOUR DITCH 380 CONTOURS BY: MICHELLE ANDERSON, PG #8898 340 260 NORTH PIPELINE NOTE: CONTOURS SHOWN REPRESENT APPROXIMATE 320 OR INFERRED WATER LEVELS FOR THE TIME PERIOD 7 MAIN CANAL 8 9 8 9 10 11 12 7 SHOWN ON THIS MAP. THE READER SHALL BE AWARE 10 11 12 7 8 9 10 11 12 7 8THAT WATER LEVELS9 CHANGE10 THROUGHOUT11 THE YEAR. 12 AL AN FOR THIS REASON, LEVELS REPRESENTED ON THIS MAP Y C 200 SLE ARE NOT INTENDED TO BE USED FOR SITE SPECIFIC BEAR D INFORMATION. L CALLOWAY CANAL 280 NA A C R E 100 18 17 16 15 14 13 80 I 18 17 16 15 240 14 RR 13 18 CA 17 16 15 14 13 18 17 16 15 14 13 T FEED A± ES ER T 29 S/R 27 E NO RTH W PI T 29 S/R 26 E P E LINE 140 Au ONE DITCH T 29 S/R 28 E T 29 S/R 29 E EAST PIPELINE 19 20 21 22 23 24 19 21 22 23 20 160 24 19 20 21 22 23 24 19 20 21 22 23 24 ?v 180 EA CALLOWAY CANAL ST S IDE C ANA 30 29 28 27 26 25 L 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 26 25 200 220 GOOSE LAKE SLOUGH ER L K RN RIV CANA E IER 31 32 RR 33 34 35 31 32 CA 33 34 35 36 36 31 32 33 34 35 36 31 32 33 34 35 36 260 240 AERA PARK PONDS TRUXTUN LAKES IMPROVEMENT DISTRICT NO. 4 280 300 240 ?v PIONEER MAIN CANAL CROSS VALLEY CANAL LAKES AT RIVERWALK 4 2 EAST BR 6 5 3 1 6 5 4 AN 3 2 1 6 CH ARVIN-EDISON CANAL ARVIN-EDISON 4 3 2 1 6 5 4 3 2 1 CA N 5 A L ?e STINE CANAL BUENA VISTA CANAL CENTRAL BRANCH CANAL 7 8 9 10 11 12 KERN RIVER CANAL 7 8 9 10 11 12 7 8 9 10 11 12 7 8 9 10 11 12 280 KERN ISLAND CANAL 200 200 SEC. 15 DITCH 18 17 16 15 14 13 18 17 16 220 14 13 18 17 16 15 15 14 13 EA 18 17 16 15 14 13 200 220 S JAMES CANAL PLUNKET CANAL T S SEC. 23 DITCH I D T 30 S/R 26 E E T 30 S/R 27 E T 30 S/R 28 E C T 30 S/R 29 E AÎ AN 180 A 19 L 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 24 240 220 A R DRAFTARVIN-EDISON CANAL V I N W 30 - 29 28 27 220 E E 26 25 30 D 29 28 27 S 26 T 25 30 I 29 28 27 26 25 30 29 28 S B O 27 26 25 R N A 220 N C 180 A CH N !"^ A L C A F N A 200 STINE CANAL R A JAMES CANAL M 31 32 33 34 L 35 36 E 31 32 33 34 35 R 36 31 180 32 33 34 35 36 200 S 31 32 33 34 35 36 C A KERN KERN ISLAND CANAL N STINE CANALSTINE BRANCH 2 A AÞ L 6 5 4 3 2 1 6 5 160 200 4 3 2 1 6 5 4 3 2 1 6 5 4 3 2 1 T 31 S/R 26 E T 31 S/R 27 E T 31 S/R 28 E T 31 S/R 29 E BY: M.
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