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88775 <br /> Design <br /> Drawn P B <br /> .l <br /> Check <br /> i <br /> VP <br /> 40 <br /> to <br /> dp <br /> a + <br /> a. <br /> a <br /> . . Z40 <br /> ■ ■ ■■■ <br /> 1-14 1 <br /> 2 \ r ;■ ■ <br /> q ' <br /> - r f `` Fly/^ (f �✓,/,' <br /> "! `• r` j .-�- p 7 �,' -� "�Q r - .� f1 ` 'f t f 1 ` \�, `�"_ 6 . ae(sa J� .. <br /> Z� <br /> s yy 1 <br /> 26 <br /> IDf14 <br /> l <br /> ■ �` `� 2�� <br /> ■ DZ a <br /> U + <br /> r rJ-r• �` <br /> ■ +Z$/U T v G �r .- - I---- ! f �'�F <br /> r --- �------�_ G __ T {vp <br /> 's <br /> F <br /> r s <br /> to <br /> ■■ to I L7� G '7� t O !! ' r +f i i ° <br /> M4z + <br /> ■ 10 <br /> 244 � Z <br /> 40, <br /> 2-1 <br /> go <br /> ■ i / / 4 s: Z f- 677 _ rte;. �C� (( } y a _ .�._, ■ <br /> 27 <br /> f r' C> <br /> - � T J <br /> —10 <br /> ML <br /> 411 m <br /> ■■■■■ zoo <br /> o �.J ✓ <br /> 6 <br /> Z ° `Z *4-dVia _. 13 4 _ <br /> ir <br /> ■ <br /> f <br /> 4 _ z <br /> _ pill, U <br /> / cf <br /> 10 100 <br /> i_,.._.__.._....__.,._....._....__..�._. .�_. r <br /> ` <br /> ■ <br /> 1 i4. <br /> w <br /> 4 <br /> � � S �� rz-� c � !v � t � i '�? `' -,'�. `a Y.:,9? G i i -�•-- �'�1f n 11■ � � ' V J <br /> 1.00 <br /> 10 <br /> IN1) <br /> 4- <br /> REHABILITATION��. = N TES_; ■ <br /> � U <br /> k vy ■ <br /> 1-7 <br /> wM C <br /> a ■ 1 . P. G . & E. PIPELINE TO BE RELOCATED PRIOR TO PHASE 5 , <br /> t 3! -k ms �: ��',' � 10 <br /> � ';" a-„ �;; •� ■ 2 . SUBJECT PROPERTY WILL BE USED FOR GRAZING CATTLE AND FUTURE <br /> �•w • �l PONDS , <br /> FISH <br /> E y�r <br /> t�4r ■ <br /> I <br /> .� ;% " rr•ir• ■r •� - 3 . PHASE 1 OVERBURDEN N PRESENTLY USED AS ROADFILL. <br /> ;; f } f,+ ■ <br /> . ■ ; ,� �✓ �! / { 1 t 4 . SUBEQUENT PHASE OVERBURDENS TO BE BACKFILLED ONTOPREVIOUSLY <br /> ■ ■ i � �� \ <br /> �� `�`� t , ■ EXCAVATED PHASE OR USED TO CONSTRUCT POND LEVEES; <br /> �� �� A �i�f 'Da /QEGf�(r.4T (,7 f �r — / �' fi R� `� �l� �� 1 i ■ <br /> t <br /> ■ �� �� �,� �,q_��y�//r ;' �� i :� 5 . THERE WILL BE NO STOCKPILING OF OVERBURDEN . <br /> ■ ����� � '1,Z:5"° � 2?�'� -- , ��� ._... ��,. __. __ ._.,..: + � � _.. EXCAVATION � U <br /> Q <br /> ■ �S —T" ) 1 2�° " - SILTATION FROM ENTERING STREAM IN SUCH A WA AS TO KEEP ANY <br /> ! r \ � ■ ION OF MATER AL WILL BE DONE � Z <br /> l y \ <br /> BEDS. _O ^ <br /> , <br /> ■■ , <br /> i . e <br /> 1 Y I <br /> ■�■�■■■■■■■■■��■������■■■� ■�� - �O _:_�' + �' i4�5E/f�.�/T 7 PONDS WILL BE CONSTRUCTED AND USED FOR SETTLING FONDS DURING <br /> �, � 227- � 1 ■ W <br /> ■ G <br /> : EXCAVATION 0 ' PROJECT. . UPON COMPLETION 0 <br /> a F EXCAV !TION. THE PONDS ^� <br /> ■ <br /> % ' /' --�—,� �� �%, --- '_ i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■ WILL BE CONVERTED To Flsx PONDS. j L <br /> / i �i. •,� *`� j ■ � 8 . EXISTING STREAMS <br /> ■ [ /� _ t , OUTSIDE OF WORK AREA DO NOT CARRY ANY MEASUREABLE U <br /> ((( AMOUNT OF FLOW . \/ <br /> W Q <br /> �dv f <br /> 9 . EACH REHABILITATION PHASE TO BE SLOPED WITH OVERBURDEN TO DIVERT h-- <br /> ■ �.- ��`- _' ■■■■■■■ ■ STORM WATER TO POND AREAS. <br /> ►��� �/2 ■ f' ■ ■ ■ 10 . IN AREAS WHERE NATURAL DRAINAGE TO <br /> WILL BE INSTALLED. PUMPS � <br /> PONDS CANNOT B ACHEIVED P <br /> y, <br /> �- -�--- -,�-_-.,�— ■ � ■ � � � M <br /> ■ LL <br /> ■ <br /> TYPICAL PROPOSED POND SECTION <br /> Date 7- 87 <br /> jot) Number <br /> 965 - 1 <br /> Scale <br /> REHABILITATION PLAS <br /> PLAIN / DRAINAGENOTED <br /> A <br /> SCALE: I" = 400' DATUM: -S.C. a G.S. Sheet Number <br /> SEE SH ET I FOR BENCH J ��E 10 <br /> MARK INFORMATION <br /> File Number <br /> - E— 1241 <br />