n i a r D e e e r h T e e l l HOLTVILLE EAST QUADRANGLE U.S. DEPARTMENT OF THE INTERIOR i v t U.S. GEOLOGICAL SURVEY l CALIFORNIA-IMPERIAL CO. o SLAYTON RD H Pomelo Lateral Pomelo Lateral BLODGETT RD Pomelo Lateral 7.5-MINUTE SERIES 115°22'30" BLODGETT RD 20' 17'30" 115°15' Pomelo Drai6n 000m 6 Holtville Main Drain6 6 Pomelo Drain 6 6 6 6 6 6860000 FEET 6 663 32°52'30" 53 E 54 55 56 57 58 59 60 61 62 32°52'30" 6 1 6 5 4 3 2 1 6 1 0 BLODGETT RD 000m 3638 N Palm Lateral Palm Lateral WRIGHT RD WRIGHT RD Palm Lateral WRIGHT RD Palm Drain Holtville Eight Drain Holtville Main Drain Bypass H Holtville Drain One o 3638 l t E v a i l s l e e t G M H R a A i g i E n n S h E l D R i r HIGHLINE RD n a R e e i D n C Pine Lateral 7 8 9 Pine Lateral a HARTSHORN RD HARTSHORN RD 10 n 11 12 Pine Lateral a 7 W Pine Drain Pine Drain e Drain r Pine Drain Pin Pin e Drain l 36 12 u H 7 37 I o T F L O n n C i 12 K 36 a 37 r D R D e e l l i v t l o H Plum Lateral Plum Lateral E ROBINSON RD H STARR RD Plum Drain o Plum Drain Plum Drain l t v i l l e e 36 36 D r a i Holtv n ille Drain Ni 36 ne A O 36 n e 1890000 FEET Peach Lateral E WORTHINGTON RD Peach Lateral Peach Lateral 18 CO ROAD S28 18 17 E WORTHINGTO16N RD H 15 14 13 18 Peach Drain Peach Drain o Peach Drain l t 13 v i l l 13 e M a Holtville Airport i 36 n 35 D r a i n 3635 FERGUSON RD Pampas Lateral Pampas Lateral FERGUSON RD FERGUSON RD Drain r n Pampas u Pampas Drai Pampa s Drain H NORRISH RD o o G F l R t A n n v E i i S l E a T15S R16E l R T15S R17E r e e D WEBB RD R D D e e r l a T15S R15E l i i n n v Imagery................................................NAIP, January 2010 t l O o Roads..............................................©2006-2010 Tele Atlas n H e Names...............................................................GNIS, 2010 50' Palmetto Lateral Palmetto Lateral 19 50' Hydrography.................National Hydrography Dataset, 2010 19 NORRISH RD 20 NORRISH21 RD 22 Palmetto Lateral 23 24 Contours............................National Elevation Dataset, 2010 0 H 363419 Palmetto Drain o l 24 t v i l l e e M SLAYTON RD a i n n D r a . i . .. n . ... .. East . .. Pear Canal . .. .. ... Mesa BRIDENSTINE RD Pear Side Main E Highline Lateral Fifteen E Highline Sixteen Drain 3633 E Hig hline Late ral Si xteen n 36 i 33 a r E THIESEN RD D HIGHLINE RD r r a E 10TH ST e P E 10TH ST Ninth Street Ditch SNYDER RD E Highline Lateral Fourteen 30 e E Highline Lateral Fourteen E 9TH ST E 9TH ST E ALAMO RD 30 t 29 28 27 26 25 s E Highline F rain a ou D e rteen 30 n E 8TH ST W E Highline Fourteen Drain n O █ n l l i a 36 a r E 32 r HOLTVILLE e 25 D a t GRAESER RD s r r E 7TH ST a t t 50 n█ L a 36 e H r r 32 P a i E 6TH ST g e P h l ▄PO i TOWLAND RD Holtville Ma n WALNUT AVE ORANGEAVE E 5TH ST E Highline Lateral Thirteen in Dra e 115 in «¬ KAVANAUGH RD E Highline Lateral Thirteen C E Highline Thirteen Drain H a o n l Holtville Main Drain a E t E 4TH ST n V i v l A i a l r T T l Imperial Valley e e D U N CHESTNUT AVE r r D l L a r a A a n 36 W i Pe 31 a n n 50 C T B r O w N a D o 36 FUST RD S e 31 C O P 31 RN DE PAOLI RD ER 31 32 NELSON PIT RD 33 34 E Highline Lateral Twelve NELSON PIT 35RD 36 E NELSON PIT RD 31 R 0 D ¬115 36 36 « Holtville Drain Two A BRIDENSTINE RD C OSWALT RD ity D it ch 3630 Ala HAVEN RD mo HOYT RD n E Highline Lateral Eleven R teral Eleve 36 iv A E Highline La 30 e H r r H o u o C r o l n o l Tw in t u t a i F Holtville Dr v v a o n n i i M i F l l 0 l l a e e e e n r d i Date City D M i D a S r r e e a a D r r l i l 0 i n 47'30" a i 47'30" n n e e B e v l D O P t l T l i r N w o a v D o H t i S S l n C 1 6 5 o 4 3 2 O H 1 R E Highline Lateral Ten 6 50 36 N 29 EDWARDS RD 2 E ○ 6 - R R E Highline Ten Drain C C R D N W 36 u SNYDER RD 29 a m r r al al Sixteen b e e n n r r D 1 1 r Later a D i r n n a T i n w o Barbara Worth Drain Pear Canal OGIER RD Pear Canal W TOWLAND RD Warren Drain Warren Drain W a 0 arren Drain 3628 r Alam r o e R n i 115 v D «¬ e MILLER RD 36 T16S r 28 r a i ENZ RD R15E n O n 7 8 e 9 10 11 12 7 E Highline Lateral Eight Drain Two A 8 8 8 E Hi ¨¦§ 12 ¨¦§ ¨¦§ ¨¦§8 ghline Lateral Eight T16S R16E W G 7 a R r A l r E a e S T16S R17E E n n R 36 a 27 D R C r D Lateral Fourteen a o o Warren Drain Two i n n m 36 a T 27 l w A o o S S 1860000 F FEET HUNT RD E Highline Lateral Seven E Highline Lateral Seven HUNT RD HUNT RD B E Highline Seven Drain C Warren Drain Two o o o o w w T T 0 E n n n n i a i a a s r r t t D D H H n n O n n SCHALI RD 36 l Nine e L 0 i D 26 e g a D r R r r R r h r I R R e a D l a E t e G i W N a n n 18 17 16 15 W 14 13 E 36 R L 26 VANDERLINDEN RD e e O E Highline Lateral Six R O Six D l l 18 18 C C MUELLER DR a S S a e r E D E Highline Six Drain t D e n s N t o o a 13 a o O a w B l w W L r T T r r e e u n n n n i v B i i o i a l F Verde Drain a e e R r r h l l l v D TOWLAND RD g i a D o o a i F r n n n ENZ RD e e H e a m l e d t r a C a E r MILLER RD a r l r e t t L a e A l V t k k o MCCABE RD W a 36 c H 25 L Lateral Five o CHELL RD E Highline Lateral Ten l Verde Drain m e 23 19 24 19 20 Verde Drain Two 24 36 000m H 21 22 19 25 N 32°45' 32°45' 653 654 655 6 840 000 FEET 656 657 658 659 661 662 663000mE 115°22'30" 0 20' 17'30" o 115°15' w l T a ^ n n n ROAD CLASSIFICATION Produced by the United States Geological Survey i a SCALE 1:24 000 a 5 C 2 North American Datum of 1983 (NAD83) r t t Expressway Local Connector 1 D MN l World Geodetic System of 1984 (WGS84). Projection and 1 0.5 0 KILOMETERS 1 2 8 o 1 000-meter grid: Universal Transverse Mercator, Zone 11S Ù CALIFORNIA e Secondary Hwy Local Road 8 11° 22´ H d 5 10 000-foot ticks: California Coordinate System of 1983 (zone 6) 202 MILS 1000 500 0 METERS 1000 2000 r 0 GN VANDERLINDEN RD e Ramp 4WD 6 2 0° 55´ 1 0.5 0 1 V K 16 MILS 5 This map is not a legal document. Boundaries may be MILES X Interstate Route US Route State Route . H 4 generalized for this map scale. Private lands within government W / 3 QUADRANGLE LOCATION reservations may not be shown.