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2010-05-17_REVISION - M1996049 (6)
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2010-05-17_REVISION - M1996049 (6)
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Last modified
6/15/2021 2:22:44 PM
Creation date
5/19/2010 7:54:18 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1996049
IBM Index Class Name
Revision
Doc Date
5/17/2010
Doc Name
Ex. F, Reclamation Plan Map
From
Everist Materials
To
DRMS
Type & Sequence
AM1
Email Name
ECS
Media Type
M
Archive
No
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o O <br />c <br />I OLD WHETSTONE <br />SHEEP CREEK DITCH \ Il <br />II (LAKE 1 j /•.. <br />LAKE 2 \ <br />EXISTING SITE ACCESS \ \ <br />REFERENCE: <br />HYDROLOGY DATA, CULVERT SIZING, CHANNEL, <br />WEIR AND LAYOUT ALTERNATIVES FROM TETRA <br />TECH, JA /PS 4/21/10 <br />b. -- •,�...� o• <br />TO REMAIN <br />11 " • • • ® GRADE IN CHANNEL TO CONNECT TO \ <br />y— <br />------- 8g °e� MARYLAND CREEK \ GRAPHIC SCALE <br />�1 / EL OFF <br />30' LONG WEIR WITH CREST \ soo - - o 150 300 600 <br />�'•' io,� - � \ \ ( W FEET <br />0 <br />UTH ROCK °op` 1 inch = 300 fl. <br />CREEK D�TCH \ / °af,:.( % \ <br />o., \ LAKE 6 I g i ,1 \ • \ I I <br />ti • \ �' $ %� / LAKE 5 \ ® \ I I <br />0 e dI (PEAK EL. 8530) ` I <br />® s \ / • , \ —200 L.F. 36" PIPE AT 1% \ <br />eel �" ° INV. IN = 8542 \ <br />'. ®® i / \ \ INV. OUT = 8540 2 \ <br />t <br />EXISTING RANCH ENTRANCE \ \ <br />(TO BE ABANDONED AFTER \ <br />RECLAMATION) \ <br />_ <br />11LF•�K s e f � � - � \ <br />° I PUBLIC SERVICE EASEMENT <br />` \ \ PROPOSED OUTFALL STRUCTURE 'I <br />300 L.F. OF 36" PIPE AT 1% I <br />• \ LAKE 4 \ INV. IN = 8547 <br />�. (START EL. 8542 \ INV. OUT = 8544 <br />` 0 \ PEAK EL. 8544) <br />PROPOSED ROAD AND ROW I I• <br />�i• rc _p <br />e.. <br />1 <br />n <br />RELOCATED VENDETTE CREEK, <br />'% x> LAKE MARYLAND ^ a <br />® (START EL. 8547 \` <br />PEAK EL. 8550) F,`\ <br />Rk <br />'V / AVAA •a <br />7 i ( . v� •\ <br />q , <br />° <br />l \ <br />° P MCKAY DITCH +A n o \ \ \ <br />cp <br />SOUTH ACCESS <br />co' <br />x <br />. \i J <br />PREPARED UNDER fhE SUPERVISION OF: <br />N ZE DATE <br />��CaGf� <br />TITLE <br />EXHIBIT F: RECLAMATION PLAN MAP <br />LEGEND <br />SECTION LINE <br />PERMIT BOUNDARY <br />EASEMENT <br />DITCH / WATERWAY <br />----------------- - - - - <br />-- — -- -- PROPOSED CULVERT / DRAINAGE STRUCTURE <br />FENCE <br />PHONE LINE <br />OVERHEAD UTILITY <br />e <br />UTILITY POLE <br />PAVED ROAD <br />UNPAVED ROAD <br />PROPOSED ROAD AND ROW <br />TREE / TREE LINE <br />WETLAND <br />EXISTING STRUCTURE <br />— <br />EXISTING CULVERT <br />WATER WELL <br />1 <br />EXISTING INDEX CONTOUR (10') <br />EXISTING INTERMEDIATE CONTOUR (2') <br />PROPOSED INDEX CONTOUR (10') <br />PROPOSED INTERMEDIATE CONTOUR (2') <br />b. -- •,�...� o• <br />TO REMAIN <br />11 " • • • ® GRADE IN CHANNEL TO CONNECT TO \ <br />y— <br />------- 8g °e� MARYLAND CREEK \ GRAPHIC SCALE <br />�1 / EL OFF <br />30' LONG WEIR WITH CREST \ soo - - o 150 300 600 <br />�'•' io,� - � \ \ ( W FEET <br />0 <br />UTH ROCK °op` 1 inch = 300 fl. <br />CREEK D�TCH \ / °af,:.( % \ <br />o., \ LAKE 6 I g i ,1 \ • \ I I <br />ti • \ �' $ %� / LAKE 5 \ ® \ I I <br />0 e dI (PEAK EL. 8530) ` I <br />® s \ / • , \ —200 L.F. 36" PIPE AT 1% \ <br />eel �" ° INV. IN = 8542 \ <br />'. ®® i / \ \ INV. OUT = 8540 2 \ <br />t <br />EXISTING RANCH ENTRANCE \ \ <br />(TO BE ABANDONED AFTER \ <br />RECLAMATION) \ <br />_ <br />11LF•�K s e f � � - � \ <br />° I PUBLIC SERVICE EASEMENT <br />` \ \ PROPOSED OUTFALL STRUCTURE 'I <br />300 L.F. OF 36" PIPE AT 1% I <br />• \ LAKE 4 \ INV. IN = 8547 <br />�. (START EL. 8542 \ INV. OUT = 8544 <br />` 0 \ PEAK EL. 8544) <br />PROPOSED ROAD AND ROW I I• <br />�i• rc _p <br />e.. <br />1 <br />n <br />RELOCATED VENDETTE CREEK, <br />'% x> LAKE MARYLAND ^ a <br />® (START EL. 8547 \` <br />PEAK EL. 8550) F,`\ <br />Rk <br />'V / AVAA •a <br />7 i ( . v� •\ <br />q , <br />° <br />l \ <br />° P MCKAY DITCH +A n o \ \ \ <br />cp <br />SOUTH ACCESS <br />co' <br />x <br />. \i J <br />PREPARED UNDER fhE SUPERVISION OF: <br />N ZE DATE <br />��CaGf� <br />TITLE <br />EXHIBIT F: RECLAMATION PLAN MAP <br />
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