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Home My WebLink About20171605 Ver 1_40050-Daniels Creek 60% Re-Sub_20191111General Notes Stream Construction 1. All erosion and sediment control practices shall comply with the North Carolina Erosion and Sediment Control Planning and Design Manual. 2. Contractor will install pump -around systems to divert flow while working in live, flowing channels. The Contractor shall operate and maintain the pump -around system 24 hours a day until all disturbed areas are stabilized. Contractor shall not remove pump -around systems and advance to the next work area until the current work area is completed and stabilized. The disturbed area within the pump -around system must be stabilized with temporary seeding, mulch and erosion control matting by the end of each work day. No material from the off-line proposed stream channel excavation may be backfilled into the adjacent existing stream channel until the newly -constructed proposed stream section is completed, stabilized, and the stream flow has been diverted into it, not even if that section of old/ existing stream is being pumped. 3. A pump -around operation is required for all in -stream work, but is not required to be running if there is no flow. Contractor shall disturb only as much channel bank as can be stabilized with temporary seeding, mulch, and erosion control matting by the end of each work day. 4. Clearing and grubbing activities shall not extend more than 150 linear feet ahead of in -stream work. 5. When crossing an active section of new or old stream channel, a temporary stream crossing shall be installed according to the details and specifications. 6. All graded areas with slopes steeper than 3:1 will be stabilized within seven (7) working days. All other areas will be stabilized within 14 working days. 7. Locations for staging and stockpile areas and temporary stream crossings have been provided on the Plans. Additional or alternative staging and/or stockpile areas and stream crossings may be used by the Contractor provided that all practices comply with the North Carolina Erosion and Sediment Control Planning and Design Manual and that the areas are approved by the Engineer prior to implementation. 8. Vegetation located on -site to be used as transplant material (juncus, small trees, and sod mats) shall not be disturbed until Contractor is prepared to install transplants. 9. Various types of constructed riffles are specified on the plans. Contractor shall build the specific types of constructed riffles at locations shown on the Plans. Changes in constructed riffle type must be approved by the Engineer. 10. Fertilizer and soil amendment are discussed in the permanent seeding specification. Lime and fertilizer may be applied to assist with grass establishment in some disturbed areas. The limits of applications will be determined by the Engineer in the field. 11. Existing fence located inside the conservation easement shall be removed during construction. 12. Contractor is to make every effort to avoid damaging or removing existing trees. 13. Under no circumstances will the Contractor exceed the limits of disturbance as shown on the Plans. 14. Contractor is to make an effort to avoid disrupting the pond dams. 15. Contractor is to remove trees around the pond on T10 and reinforce the pond dam as shown on the Plans. Initial Site Preparation 1. Contact North Carolina "One Call" Center (1.800.632.4949) before any excavation. 2. Project manager to contact NCDEQ Land Quality Section at (919) 791-4200 before any work begins. 3. Mobilize equipment and materials to the Site. 4. Identify and establish construction entrance, staging and stockpile areas, haul roads, silt fence, tree protection fencing, safety fencing, and temporary stream crossings as indicated on the Plans for work areas. 5. All haul roads shall be monitored for sediment loss daily. In the event of sediment loss, silt fence or other acceptable sediment and erosion control practices, such as straw wattles, shall be installed. Silt fence outlets shall be located at points of low elevation or a minimum spacing of 150 ft. 6. Set up temporary facilities, locate equipment within the staging area, and stockpile materials needed for the initial stages of construction within the stockpile area(s). 7. Install and maintain an onsite rain gauge and log book to record the rainfall amounts and dates. Complete the self -inspection as required by NCDEQ permit. Permit, rainfall log, Erosion and Sediment Control Plan, and completed inspection forms shall be maintained on site at all times. Existing Features Existing Property Boundary R/W u ■■1i;0000/1 �. Existing NCDOT Right-of-way Existing Utility Right-of-way Existing Culvert Existing 5' Major Contour Existing V Minor Contour Existing Thalweg Existing Top of Bank Existing Edge of Pavement Existing Fence Existing Treeline Existing Wetlands Existing Tree Existing Bedrock Existing Crossing Existing Woody Debris CE CE CE - IC IC IC - 10+00 - - i - 1. Install temporary livestock fencing as necessary to secure project area prior to construction. Conservation easement fencing may be installed prior to construction to reduce or eliminate the need for temporary fencing. 2. Perform any necessary clearing and grubbing in phases as work progresses. Bank vegetation and vegetation immediately adjacent to live channels shall be left undisturbed as long as possible. Remove all non-native and invasive vegetation prior to beginning the channel construction. 3. Construction of all channels is to be done in the dry. Construction should generally progress from upstream to downstream to prevent sediment runoff from upstream construction affecting completed downstream reaches. Use a pump -around system as shown on the Plans and discussed in the General Notes. 4. Construction sequencing shall be determined by the Contractor and the Contractor shall provide a schedule to the Engineer prior to commencement. 5. Where feasible, more than one off-line section may be constructed concurrently. Off-line sections shall be tied online sequentially from downstream to upstream. 6. As work progresses, remove and stockpile the top three inches of soil from the active grading area. Stockpiled topsoil shall be kept separate for onsite replacement prior to floodplain seeding. 7. Construct the proposed stream channel to the grade specified in the cross sections and profile. Transfer coarse material from abandoned channel riffles to new channel riffles utilizing a pump -around system when doing so. 8. Grade the adjacent floodplain area according to grades shown on the plan. 9. Install in -stream structures (riffles, log sills and rock sills, log vanes, root wads, boulder toe) and in -bank bioengineering such as brush toe and sod mats after channel grading is completed according to Details and Specifications. 10. Sod mats may be used in lieu of coir fiber matting, where available, to stabilize all stream banks on site as the preferential stabilization method. Coir fiber matting may be used where sod mats are not available or if coir fiber matting is preferred at the discretion of the Engineer. 11. Seed (with specified temporary and permanent seed mix) and straw mulch areas where coir fiber matting is to be installed. 12. Install coir fiber matting according to Plans and Specifications. 13. If water has been turned into the new channel and additional work must be done on the floodplain, erosion control devices will be installed to protect the new channel from sedimentation. 14. Backfill abandoned channel sections with stockpiled soil according to the grades shown on the Plans. Non-native and invasive vegetation (e.g. Chinese privet and multiflora rose) shall be removed from the existing channel prior to backfilling. 15. Prepare floodplain for seeding by applying stockpiled topsoil to the floodplain between bankfull elevation and the grading limits, ripping, and raking/smoothing. Seed with specified temporary and permanent seed mix and mulch. Any areas within the conservation easement that have not been graded shall be treated according to the planting plan. Construction Demobilization 1. Remove temporary stream crossings, stockpile areas, and erosion and sediment control devices. Note: Permanent vegetation must be established before measures can be removed. 2. The Contractor shall ensure that the site is free from trash and leftover materials prior to demobilization of equipment from the site. 3. Complete the removal of any additional stockpiled material from the site. 4. Demobilize grading equipment from the site. 5. Seed, mulch, and stabilize haul roads. Refer to Section 3 for seeding specifications and locations. Proposed Features Proposed Conservation Easement Proposed Internal Crossing Proposed Stream Alignment Proposed Bankfull 540 Proposed 5' Major Contour Proposed 1' Minor Contour Proposed Angled Log Riffle See Detail 1, Sheet 6.1 Proposed Chunky Riffle See Detail 2, Sheet 6.1 Proposed Native Material Constructed Riffle See Detail 3, Sheet 6.1 Proposed Woody Riffle See Detail 4, Sheet 6.1 Proposed Jazz Riffle See Detail 4, Sheet 6.1 Proposed Lunker Log See Detail 1, Sheet 6.5 Proposed Angled Log Sill See Detail 1, Sheet 6.3 Proposed Boulder Sill See Detail 3, Sheet 6.3 Proposed Log Vane See Detail 2, Sheet 6.4 Proposed Log J-Hook See Detail 2, Sheet 6.3 KPZWW =0 n Proposed Brush Toe See Details 1, Sheet 6.4 Proposed Vegetated Soil Lift See Detail 2, Sheet 6.5 Proposed Transplanted Sod Mat See Detail 3, Sheet 6.5 Proposed Rock Floodplain Outlet See Detail 2, Sheet 6.6 Proposed Channel Plug See Detail 1, Sheet 6.6 Proposed Culvert See Detail 1, Sheet 6.8 Proposed Brush Baffle Detail to be added Proposed Valley Sil Detail to be added Proposed Rock Cascade See Detail 2, Sheet 6.2 N ^ N Z (D U-) 00 oq CZ Z , O N w U�Z o�� w Z Z N m C5 r Cl� O .o U c� 4-)bb -, 4 O 4-1 U o U 4-1 -a-j 0 cc CD o Z N U o U N/F BARRY J. PATTERSON D.B. 2267, PG. 184 / PIN:9681-98-9378 / N/F N JUANITA B. DOUGLAS ET. AL. AcA B. /F D.B. 768, PG. 20 _ 3g MARK T OMgS C. PIN:9691-08-7169 �� 8.328 HOMAS CE --� ` � P�6g1 Zg � Zpg \ J l 7 \ �11 N/F / T7 PATTERSON AND SONS, INC. D.B. 3391, PG. 536 J CE cE - CE cr. 0>' l 3 I J PIN:9681-97-7650 / �c / \ F \ pAN�ELS CR / cl, c CE CE E CE \ \ cF _ N/F\/ CE cE \ / I PATTERSON AND SONS, INC. cE �J D.B. 1940, PG. 896 PIN: 9681-97-3457�<, /X \ I / N/F / & PATTERSON AND SONS, INC. & i4' Q C/O .T.I M P,ATTE.RSON c7,0 I\�J/ DB881PG987 O r-• o /F / I c� M.B. 20, PG. 6 �P�,�, ,y�PATTERSON AND SON, INC. Ji \ PIN: 9691-07-7381 O ,y0� ��'y / D.B. 1032, PG. 201 m <b• c / P.C. #D, SL. 11B I W O Q�� PIN: 9691-26-4869 / \ / m \ / \ 91 / J 6 n / / V N/F \ TIMOTHY C. PATTERSON ''� Q D.B. 1779, PG. 185 \ \ < PIN: 9681-96-9302 cF \ 011 Lk, \ >J / cF 3J / �\ G� cF \ 3J \ 1.12 F c� m G� 3Jce I m :Q) / n/3J I J n cc TIO \ CE �{ m I�F cF U 1.6 00 m � cy CE 01 N/F TIMOTHY C. PATTERSON D.B. 1608, PG. 366 PIN: 9691-25-4156 1.7 W =O N/F PATTERSON AND SONS, INC. D.B. 3568, PG. 316 P.C. 1, SL. 266 PIN:9691-36-9390 Ti O n `l U cF 1 I \ cF J •fin V1 U) N ^ N F+Z 1 o� �oCOS to 00 O N W u�z W oZ� Z � •� z N m 00 -, 0 N N c—i Q 0 0 O IT O O i; v z 0 �t 4-j C) i� 415 410 0 N GO 410 405 400 395 410 V1 � N ^ N (rjl � M �j u') 0 \p00 'C `o° 00 W Z O N � O w u�z Z � wallLu ' N 405 m \ ot�o 400 O� G 395-, 4-1 vj 390 , � � U 300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 304+00 41 PROPOSED BRUSH ,'' / ,/'' / All / / \ BAFFLE ,, , , / , ,, /, / / , ( I O r� X 11+00, VJ 1 1 1 1 1 / I / / / / -1 ,'/, // / // //, /, /', / T 1 I I I 1 / / / / ,/ , / I 1 1, ,/ ' '/// / O ^ 10 to M f T L XO ' % M ,i ,' , ,�'' LLJ �+`SEE 2.18 FOR THE —NO, \ / / // ; ' I = cn CONTINUATION OF T2 PROPOSED BRUSH / , I / / I I�^ RESTORATION.O BAFFLEX0 PROPOSED BRUSH PROPOSED 12 3 i 1 i I i i I I 1 y 1 1 \1'\� Q.✓ \\ , \1/ \ \L \\ \\ \\\ \ 1 1 1\ / I // // l II I \ BAFFLE , 1 \ VALLEY SILL INN � 1 ; 11/ � 1 1 1 v�/ ; `�• �r `y`\ `1' `\ \ \\ `\ `\ `� I \ � 11 i ; \ \\ ; \L \L \1/ `` \L \1/ ; I I z •O � 11 i � � `Y i I i � I`1' � \ � \1' \\``1' \� \\ \\ \ \\ `\ i II \ � � � � \\ \`` `\ \� 1\\ `` •5 Ca i 11 1✓`� I 1`\ ` \` �� w ��\ \L `\\\1/ `` \` \\ `\\ `\\ \\\ \\ 11 i 11 \\` \\ \` `�`` \`` \\ I =� ` \\` \\` \ FILL EXISTING CHANNEL FROM STA 300+00 THROUGH STA 303+39 \` \CE �� E =� \ \\ \\ \\ \\ \ \\ \\ \\ I \Go CD v \ \ \ \ — \\ \ \ I \\ PROPOSED BRUSH o 3 u \\ \\ \\ \\ \\ `\\ \` \CE �_ CE ��\I i i `\ \\ `\ \`� BAFFLE N � Q U \\ \ \ \I \ \ \\ \ \ \ CE �_ CE I \ \ \ N z !� CE CE Lo CE \ \\`\ \� \ \�� \\\`\� �`.\ 0' 2' 4' 6' o CE in \ \ \ \ \ \ \ Q \ \CD CE \ \ \ \\ `\ \\ CE �t�0 `\\ \ ` (VERTICAL) CE CE \ \ \\ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ �. I o \ \ \ 1 \ \ \ \ \ `\ \ `\ `\ `� \ \ \ \ \ \ �0 \ \� \\ CE � CE \ \ \ 1 \ \ \ \ \ \ \ \ \ \ `\ \ `\ `\ `\ \\ s `\ ` ` �\ CE �� CE 0' 20' 40' 60' v ' CE -� CE G o \ Q \ `\\ \ \ \ \\ \ \ `\\cu \ \ \ \ \ \\ \ \ \ \ `� \ \ \ \ ` \ \ ` \� ` \ (HORIZONTAL) ai Z Q) v \\ \ \\ I u STA = 300+65.47 ELEV = 410.00 � o � \ PROPOSED BRUSH rj o q 410 405 — \ — BAFFLE o o 00 Ln \ STA = 300+86.72 ro 6 O \ ELEV = 408.00 a > CD \ w c+.i O \ c~il ro \ PROPOSED BRUSH II II BAFFLE J In w PROPOSED BRUSH o BAFFLE ri ai PROPOSED rn + \ VALLEY SILL m O O II 405 400 m of cn L _ EXISTING GROUND om m < Lu m r_� i _ — II II w- t/) W O a �_ J 0o II EXISTING GROUND N w m > w II J a w \ \ \ PROPOSED BRUSH In \ BAFFLE m-- 00 Ln N \ �. N O + Alti \_ \ \ PROPOSED rn o > GRADE II J 400 395 a w cn I I \ \ I � o \ Lricn - ai o rn \ m�- 395 390 Q 420 N 415 410 405 400 n 420 N ^ N c) 000 o \0 O 00 r� Z O N O w xu�z w gz� Q 0 �1w��~ 415 ,o 410 SH 405 V J O .o U C.) 400 m 4-j 310+00 310+50 311+00 311+50 312+00 � V \�` ♦ `\ `� `` \ ` ` 1 r i i I i i \ \ \ \ \ \\ \ I i , I 1 it lf1 It I I J \ i I' I \/ \ �� , \ 4- j IN / PROPOSED' VALLEY SILL \ \ 1 1 FILL CHANNEL FROM I X PROPOSED 1 � , I 33 \ I i00 STA 311+31 TO STA 311+79 33 I VALLEY SILL i i �.l. PROPOSED , , r , PROPOSED • `\ `� \\ \\ \ \\ \\ \\ \ \ i i VALLEY SILL // % i 1 33 33 Ir // ,� VALLEY SILL �\ PROPOSED / .'� ; ' 33 �11 33 VALLEY SILL / _.� 33 33 `,`. \�` \`\ \\ \�` \`\ \\ 1\\ \` \\\ 1\ \ \�\ \\ \\33 30i , i / \` / \\`\� N`\ NN \ \ ` \ I I \ \ I I I P Q ( \ \ ♦ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ =L, 1p v `, `\ \ `\ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Q • \ \ PROPOSED BRUSH ` `♦ ♦ \ `♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ ♦ \j/ \ \♦�j/ \1/ `ji i \ lL \ \\y ♦ �i \ ♦j/ yi `� �♦ \ \ \ �\ \ \ \ \ \ \\ \ \ \ \ \ \ O \ `�' I \ \ w / BAFFLEIN IN \ \ \ \\ , `\ PROPOSED BRUSH ` `\ ___ ```•L �_� ` ` T2A\ `.� `L ` \\l� I \ ` `\ v `� `\ ` . \ \ \ \ \ \ ` \ \ \ \ \ \ ` ` �F _ .I. :b \p \ C BAFFLE `` Lac \ \ �� , \ \ ♦ F �N IV \ \ ♦ \ \ \ \ \ \ Q _ \ \ \ ♦ \ ♦ \ ♦ ` \ .S ♦ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ ♦ \♦ `♦ \ \ ♦ \\ \ \ \ \ \` \\ \` ` N \ ` \` ` \` \�` \�` BAFFLE PROPOSED BRUSH _ `\ `\ `\ \ `\ `\ `\ ` \ `\ ` `♦ `\ \\ `♦ ♦\ ♦` ♦\ \ ♦` ♦\ \\ \♦ \ N-IN ♦\ \\ \` ♦y \ \ \ \ `\ \ \\ v \ \ `♦ \ `\ `♦ `♦ \ `♦ `♦ ` \ `\ ♦ `\ \ \ ` \ `♦ \ \ \ `\ ` \ `\ `\\ `\ `\ \ Nv \ `\ `\ ` `♦ ` `� `♦ \ `\ \` �` `♦ \ F N` \ \ `� \ ` ` 3 I \ - N o z u \ \ \\ ♦\ ♦\ \ \ \\ \ \\ \ \ \ \ \ \\ \\ ♦\ ♦ ♦♦ \ \\ \` \\ \ \\ ♦\ \\ \ \\ \ \\ \ \ `\ \ \ ` `�\ �� \ 1 i i i ri � o ♦ \ \` \ \ \ \\ \\ \` \ \ \ \ \ \` `� `\ \ \ \\ \` \ \ ` ` \\ ` \ ` ` \ ` \` F \ \ \ \ \ \` \` _____ p \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ ` ♦ \ \ \ \\ \ \ \ \ \NN_ � n \ ♦ ♦ \ \ \ \ \ \ \ ♦ \ \ \ ♦ \ ` \ VERTICAL ` ♦ ` \ \ \ \ \ \ \ o . \ \ \ \ \ \ \ . \ _ \ \ \`\ \ \ \` `\\ \ \ \ _------- 01 u ` ` \ \ ♦ ♦ \ \ \ \ \ \ 11 \ \ \ \ \ _ \ \ \ \ ♦ \ \ \ \ \ ` ` ` \ ♦ \ \ \ \ \ \ \ _ _ u ,x \ \ \ \ ♦ \ \ ` \ \ \ \ \ \ \ \ p \ \ \ ♦ \ \Y `l. \� `!. `L _ (HORIZONTAL) \ \ ` \ \ \ \ \ \ \ \ ♦ \ \ \ ♦ \ \ \ \ ` \ ` \ ♦ \ ♦ ♦ ♦ ♦ \ `\ `\ \ `\ \ �� .O v W \\ \ `\ \ ♦ \ \ \ \ ♦ \ `\ \ \ \ \ `\ ` \ \ `\ \ ` \ \ ` ` \ \ ♦ ♦ \ \\ \\ A �, P-i A U Cn rn N m O o o Ln m II 11 �-- J Un Lu PROPOSED \ \ VALLEY SILL Lr� ran o \ m \ / v \ n II \ > GROUND \ EXISTING N w V\I N � O 11 11 \ m w \ PROPOSED BRUSH Q v~, w \ BAFFLE STA = 311+63.06 — Z ELEV = 408.00 NN PROPOSED BRU ` BAFFLE °Ln r° 1o N 00 m O + � II m W lfl Q0 II J Q W ^ l,6 u1 O N .-+� I I c-I m > W II J Q W N 425 0 N C� 420 415 410 r- 42� V 1 � hl 01, � q �\o'ow Z O cV O �w xuU) 1.4 W oz� Z�� Qo �lw�� H � w 420 � m A�oo��ti° �o ��G 415 GO 410 r—H C!� O C� 4-4 404-1 5 405 Cl� +�-+ 400+00 400+50 401+00 401+50 402+00 402+50 403+00 403+50 404+00 � � v - ------ ----- --- - - / / O 4-1 / %1/ // %k / %4,//l + ' 20 _________'---------- _____-------------'' ,,_,30.---------' r ) 4-1 '------ ' -- --- W �� ----------------- � 37 - 3� 14, ------ ---'14/ 4, 4, lw� / i ;...I '-- Q 33 3� �' // -------------- BEGIN T3-------------- PROPOSED BRUSHREA •� .I. .� .I. \1/ BAFFLE ' / \ , \1, .►•//\1, \1, \1�-- *�' \1, STACH I (ENHANCEMENT II)402+42----'�-----dr---- �,-----�---- �' / /' ` n * \ / / � /' ''X •' T � ----- , L \L i �L \L *\4, ,'\L �1/ \L i' \1, 41 ICji \l, \l, QO \\\ \\\, \Y \l, �a' \l, ,, ' \l, \L /\l, \l, \l, y j \l, \L i — —� '49 /4, / \y 41\ \y .►, , \i. \1. \i. \ \i. `y 41 w SEE SHEET 2.20 FORTH E j Doti y -�,,, fko �— ��,� CONTINUATION OF T3. ---------------\ \\ \Y * \ i \Y \]I: \p\\ \L \y �\ \1' `X % \1' I \L \1' �\1' \1' 1 4L ---------------T \\ ' \\ �, \ \ r 1 y \ --- ------ad, ---- �L \j� - \j� \jam \j� \j� \ji \ji --- \ - 1 _ H 42$ -- - / \l, .lam .V .I,• \I/ 7 \li q, Si PROPOSED BRUSH '- \!, - \\ \v \t, .I. \v -__.I. \P� BAFFLE --___ F - -- o_ '--------_---------\-`- `\\ --_--\ CE-_-'-------------- w-- \1' -�1'- \\ \� �\ \L \\D• \L \\k o ---- - ----- \y - \y \1, \L \y \` \ \ - -- -- \ \1, \ \\`i \y -sic- \ / \\1, \ �k -v \ \L `1; - --_ LIVE STAKES AT 5 FOOT ON CENTER \` o ,43p ---- '-- ---- ------ --- ``- ---- --'�`\ \------- --_-_- ��E -- - (SEE PLANTING PLAN) ---- - --_ - - - - - - 41 Cc v---- -_-- -` _---_-`--- --- ;- - �---------_-----`-- __---_ - --_ ---- _-'\k--- \i, 0�0 O Q - - - --__ --_ --_ ---_ --_ --- 4 �E - \ o 0 Lo ce o-_--------------------------------- - ---- '---_ ----_ �� '-- ---' - \\\ - - --� \\ `\ \ \ \ `\ \\\ -�\ �' (VERTICAL) ---- ---- ____-- — --- '--- -'--- ----- \ \ `'- ` -- - -- - \ \ \ - CF - O---- _ cz)-_ --- ---- --------------------- \ \ --- -- \ \ - - - Ln �E 440-__-----'---_----`--------------------------- ------------------------- - -- \\\ \\ ��-�F 0' 20' 40' 60' v '� \\ ------- (HORIZONTAL) •—_--- --- --- '----------------- L.ri 00 (=; pp O O o 00II II Ln > W PROPOSED BRUSH BAFFLE EXISTING GROUND 0 _ rn \ ^00 O \ + N o� \ II Ln Il__ Ln W o6 r-� i I`�, + \ \ O I I N lD >Ln \ O q Wro + m II -- II a w \ W ul) i PROPOSED BRUSH BAFFLE 1, y - STA = 403+55.85 ELEV = 408.16 415 410 405 u11 395 � o t.0 o \ o+ \ II II \ Lu \ w Lnn �\ N PROPOSED BRUSH m 0 \ BAFFLE m o \ \ � 0 EXISTING GROUND r-i II � II Lu J Vn w 0 \ PROPOSED BRUSH \ BAFFLE + I I I II J Q Lu N / \ \ 00 0 �\ > II Lu J Q Lu N 410+00 / 410+50 PROPOSED BRUSH BAFFLE 411+00 411+50 415 410 405 m 395 412+00 —' ' ------------ - ----- _ I � ---------------- - �`�------------\----- I - - - - - - - - - - - - - - - - - - - - - -----------------' 405--------- �--------------- -_ _ BEGIN T3A --------------------------'' (ENHANCEMENT II) -------- ��•l' - STA. 411+12 xJ ----------------------'' 1 _ PROPOSED ' CHANNEL PLUG PROPOSED BRUSH BAFFLE / / , I 1 1 I SEE SHEET 2.23 FOR CONTINUATION OF T3A. 0' 2' 4' 6' (VERTICAL) 0' 20' 40' 60' (HORIZONTAL) N ^ N �p 00 `o° 00 W w uE�z oqw Qo too" V M F" W I —I w N m oozy N7<uu Lo 0 o N a i Q t~ C) u E--+ 4-j V r W 12 410 410 ON N N ^ N U) 000 p \0 CD 00 r� Z w xULz w gzOqa) Z �bA� Q 0 ^ EXISTING GROUND � w 405 405 400 400 �� AQA0 ��j�' cp 395 395 C!� O 390 390 m 4-1 500+00 500+50 501+00 � V so 3J 30 JD 3J 30 BEGIN T4 `�%\L \y` ,' ♦�' v 4-1 REACH 1 (RESTORATION) / ,, _----- STA. —4-1 ------� ' �� \I/ Al. \L �l \�/' \L ItJ \1/ I � \I, 1\I, \I, \I, i � ,'' � ,''/ � \I/ \I, � ' \I/ ♦I, // \I, ,i �,' `\�`�_/ �, � �, - _ �,�-i �_ � ♦y�1 % \\ \I, ♦I, ; \y \I, 111/ /'141 � _� ' \1/ ",,V, \L ♦V OV V! \\ \li ♦V I \y j ♦y \y/' ♦y \y \ji �y \1/ �\1/ \1/ I /\1//�� \Y \ \lam \1/ j \j� �i'• \�, �� \I, .�. \I,, \y \I, / \y \y I \L/ \l/ IN- 74 — — �� -� \ \ ♦j/ \ `'1/ \1' \ \�r�` `l'`\ /�' � �'�� \1' \1' \\ ♦1' `\ i50T4 SEE 2.24 FOR THE CONTINUATION PROPOSED �, �, '\\�, �, �, ,`w ' ;, �j ;,� _ �' 2+40` OF T4 RESTORATION. CF CHANNEL PLUG \ �\ ♦L v IV` VCR ♦I/\ `\\`/ �♦I/` j� \li--__` ♦I, \\\\I/ \ln / ♦I, \1� \li/1. ' `I' \l' ' C ♦I, �\ ♦I/ `♦I, \ ♦I/ ♦T�� ♦I/ ♦I/ \ ♦I, `- /jl, / \I, 1.y \I/ `l' Ilk . N1, /, %S `♦\ `l'`.\;' `1/ �%' , \� III PROPOSED CHANNEL PLUG. `Y \�\ �lF �� ``�\ \\ \\`�� sue\ `\ \� / I ♦/'"\ \ \\ I R .IN \ \— �' N \I/ \\ \I, ♦`\I' \I, \\ `�' `. \\ `• `\ `l' � I ♦L ` IN N, NI IN IN ♦\ CF \ \ \ \.. d. I \ \Y \I, `' \l, / /%v \l, \�0' J A `l, u \\ \\ LIVE STAKES AT 5 FOOT ON CENTER O x — `\� \\ `\♦\\ (SEE PLANTING PLAN) I \`\v``� ��' _ \I/ _� \I/ 00 CDcu z Nl/ m ♦ \ \ \ F\ \ \ \ I 1 1� T \\\ \�`♦ \\ ♦♦\ \\ \` \\ \\ \\ \\ \i i i \\ \\\ /\Y ` \Y `Yl Xll `Y \Y `Y,''/^\��' Off' f� ri r o CD p `��\ \ �\\ ♦♦ `` \ \ \\ \ \ \ \\ 1 / / / �`%� \ \I, \I, \� ) �/ \ji \I/ \I,, \I, \I o _ �`� \\ `♦ `\ `\ % (VERTICAL) o _ 0' 20' 40' 60' \ \ \ \ \ \ \ \ \ I ( 1 1 1 \1' \ \1'/ Y'\ \Y \ ��`\ \1' � \Y `Y •�-----`1'' \I' �'" >~' w w -C \ , (HORIZONTAL) \ \ ♦ ♦ \ \ \ \ \ 1 I ri rrrlll \Y� \L ` `\l� \Y \l� `. \Y \Y ,' \y \y \y `\�\ `\�\ ♦♦ \\ `\ \\ ` \ \\ \I i I 1\ �\ \\\L \L `♦` \L \L `.\L I �1(.'' \L \L \L / J>v \I/ ` \L Z. -/• / 395 CD ON N 390 385 380 375 395 N ^ N cn 000 r7 o \0 0 F r� Z O N O w xU�z Lgz� u Lu 390 385 �O 380 V J O .o U C.) 375 �+ 510+00 510+50 511+00 511+50 512+00 512+50 513+00 V J \ \v' PROPOSED BRUSH ----------------- BAFFLE - I \\\ ,--__� _�----- `` - Q� -^, PROPOSED BRUSH BAFFLE % I \ \\ `\' • .� \\'\ --' Cn� ----------------------' F-� ---------------------------------- ---------------------- �. - --- T4 .fjr-------- _bl 1• I \ 51 151 cu \ cE -� CE c� 3� - .� _ _ -� '` FILL CHANNEL FROM STA 512+21 / CEO CE 8S-� '\ CE CE — \\\ - - --,`-- THROUGH STA. 512+40 CE CE\� --- \ \ ` E CF \ FILL CHANNEL FROM STA. 510+00 THROUGH STA. 511+45 PROPOSED ---- VALLEY SILL \\\ ---- -----. CF \ \\\ \\`. Z o PROPOSED BRUSH \\\ cF \\ BAFFLE \\ CF \\ I F \ co 0 cu O CD 3 \`\\ \`\\ \\ \\\ \\\\1\ \`\— z ' \\\ \\\ \\ \\ \\ \\\ \\\ \\\\ \\ ---. \ \\ \` \ cl \ N I U z o J (VERTICAL) 0' 20' 40' 60' 'oo \`---------- ---- �`\ \ \` ` (HORIZONTAL) ai Z y u ----- N co O O M + 0j O O0 r-i m Ln II II H J —00 00 cn I.0 o 0 00 0 + r,: 0 00 r-1 m Ln II n > J (n w PROPOSED BRUSH o �\ BAFFLE n 00 \ + \ \ - cn Ln I I 0 oM \ EXISTING GROUND Q > + PROPOSED BRUSH � J — � Oo m \ BAFFLE Ln w II � 11 w .�< • Ln w PROPOSED Ln m m 11 VALLEY SILL 0000 � + M 0 II ` In > Lu II J Q W \ \ N a) � \ PROPOSED BRUSH cri LnBAFFLE \ I- + 00 m o II \ PROPOSED GRADE J a Lq � \ F- "' ci m \ `n I� 00 + 00 � II `1 J \ Q W 00 r- Ln 0 00 + m N II —�— ln > \ II W J Q W N s1 415 415 410 410 410 405 400 395 Ln N o i M + (:3l O p�— O 11 Q W F-- J (/'I W � 410 405 PROPOSED VALLEY SILL \ EXISTING GROUND STA = 601+74.0( \ ELEV = 400.00 or- \ + � 405 400 O „ J\ \ \ PROPOSE Q W BAFFLE o � 400 395 N N —r-00 kD m + M � II +0 > II W J Q W Ln 395 390 UO Ln N ^ N Ih"'11 � c� om0 H p 00 oc 00 O z O N w xu�z � w gzoq z d) (� 'N ICI w 405 400 _D BRUSH 395 390 600+00 600+50 601+00 601+50 602+00 ol ," / / / ,' i / / i / j / / Z I i I PROPOSED BRUSH w / // / i BAFFLE i l � / / / / i i / w/ �✓ � w w ,.' w / w / w ,' w / w w f w {w w w // w '/ IQ it 1 , ' PROPOSED ' j / VALLEY SILL I I I i' % % I I I I / / / , i , , / w , y .1( w, 4 4 w` w �s w / \i/ .1. /CL / / i n i / i / �� i I ' ` ' / / ' / �', ,' I i i i I i i w �� w I w i w I \\\L w w w ��w w% w i, �1 w\ \1/ OX0 I I Q /✓ � w w 4/;� .� �; 4/w 1\ w 601+00��- I CE O FILL CHANNEL FROM STA. 600+00 THROUGH STA. 601+68' CE `� \\ \ \ \ \ EXISTING FENCE CE \ �� \\\ \\\ \\\ \\ ��\ \ BEGIN T5 lD CE`\ \\ `�\ \\ \\ \\ REACH 1 (ENHANCEMENT 11) I Q CE`\ STA. 601+95 CEO kE eE CEI It I I I O ' i ' / i i ► I I I / SEE 2.28 FOR THE CONTINUATION OF T5 RESTORATION. 0' 2' 4' 6' (VERTICAL) 0' 20' 40' 60' (HORIZONTAL) 0 In 0 Ise 0 0 v z 0 v� o 0o z u Z `61 V r P W �r m p 415 0 N 175 410 405 400 r- 3 95 41� V1 � � 00 �U o�q '��°Ow Z O rq O w xu�z I4 w oz� Z � on ON I� wH � H � w 410 � m �00-x0 40 G 400 C� C!� O C� 395 -+ 900+00 900+50 901+00 901+50 0 V 4-1 cc y1 I y I 1 ty w 1 1 1 / / Lr) r 4^^-j,, SEE SHEET 2.35 FOR T H E CONTINUATION OF T8 RESTORATION. /41 T 8',i \i, � /y, � y ", \l, �li i `l, y .' \l,/ 00 1 1 901+00 o� �� \y / y PROPOSED BRUSH-- '%p�h' ,S ' // ,v''� / BAFFLE / 1 BEGINT8 REACH 1 (ENHANCEMENT 1) STA. 901+10 PROPOSED / ` VALLEY SILL � VALLEY SILL y \�_ PROPOSED co 0 PROPOSED `1' `L'--___L��\ J 0, 2 4, r,' o VALLEY SILL \\\ y y `\L �•�\ �� 1= (VERTICAL) • cu 0' 20' 40' 60' o (HORIZONTAL) Z y \ \ \ v \ N \ \ QOj O \ + ri \ 0 � EXISTING GROUND II II \ � J \ (n W \ PROPOSED BRUSH \ BAFFLE \ STA = 901+03.96 ELEV = 400.00 PROPOSED \ VALLEY SILL STA = 900+86.39 ELEV = 400.21 — T l 1 1 STA = 901+02.76 1 ELEV = 398.80 0 370 N 00 365 360 355 350 370 V 1 � N ^ N U) 00 s 'o O Z oNrnri O w P4uE z 0 o 4t) Z °� w � ' >~ 1� w P4 I• --I 3 w 365 � c 360 G 355 Cl� O o U 350 •� 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 4-1 o � BANKFULL WIDTH = 11.6,BANKFULL WIDTH = 15.0 BANKFULL WIDTH = 15.0 � a) � 0.6' 0.5' 1. 5' . I -j TOP OF BANK 3.3' 5.11' 3.3' TOP OF BANK 9.6' 4.8' TOP OF BANK 13.1' ..._ .......... .._ .........._ .. .._ ..... ..... ..... ...._ .. ..._ ...._ . ._ ..... ..... ..... ..... ..... ..... ... Q PROPOSED Z.S. Dmax = 1.3' S:1 PROPOSED PROPOSED Dmax = 2.9' U C) Z 2 PROPOSED Dmax = 2.4 PROPOSED PROPOSED U �., GRADE BANKFULL GRADE 4.1 I I �� BANKFULL GRADE 4.5.1 BANKFULL - DANIELS CREEK - REACH 2 DANIELS CREEK - REACH 2 5.1' DANIELS CREEK - REACH 2 TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE 1•7' (� Q STA: 103+78 TO 108+71 STA: 103+78 TO 108+71 STA: 103+78 TO 108+71 SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3' --------------------------------' o � _".---'"'" ",,--------"" ,-----'---- ,_----------- DANIELS CREEK ,- _ ___-_- -- -- BEGIN 100 INTERNAL CROSSING ' -'365 '""" --" =�� __ DANIELS CREEK REACH 2 " / 4" PEP ` f - _-+� '1� __� - -- - STA 107 44 —� 355 00 I - -- -- - -- --- + 1c.' IG I N V: ' PROPOSED CULVERT � /� _ � `-360`�-----•' hXO _ _ '�/ � �-\\ 1L �\ �, w .�1 •• � \ �,, '��- ` 1G jG`� �� i_ — —�--1 �' ! / ' --' �\ �• .1G ' ov oLr) _ �` ti / - IL _ - - ----- I� . 10 • ' 0 Ln doop ' �. _ � • '-------------- _ _ _ _ �-''360-in. u-------- _ a END 100' INTERNAL CROSSING N ��, U z E \�� ' /--_---_ � DANIELS CREEK REACH 2------- 0' 2' 4' 6' o v I W CD - ---- (VERTICAL) ----------------- / Ie k uI CD I -� _ _ ----------- ---- ------------------- U _ t 1c--------- ----'" I - I i- 0' 20' 40' 60' �; M ----------_ ---_ (HORIZONTAL) y Z v-------- u cnN ----- ------ _i_iE ---__ ----------L ------------------------------ -- �C CE CE Cz u 111E— � � N Ln + N Ol N O m _ (.0 r- I I II > O 0 lfl + Q LuII II r-I N m O lfl 0 M p c~ LuQ w Ln' Ln 00 II Li w 0 m + oo Ln II II � m M Q J \ Q w II ^ cn Lu — O II > \ Ln W Q Lu Ln L% Ln O \ Ln Lu0 m Ln m Ln • `. \ 11 ^ Ol 00 Ln Ln .? 4 0\ ' Q H w w W p m w p m 0 -1 0 r-1 to W + l0 �+ ` . p) can p m O • • Q w Q w Ln Ln c~n w -Lu-- 11 11 > o m o m m �- • •' ''' �. H J H J II II 00 Ln . , cn w cn w II > II > 0 m - - • �.. -1.4% Q w ��• J Ln W H Ln J Lu II > •� / -2'8� • • • Q - ' �/ ' ' ' - PROPOSED BANKFULL J . ,Lu cn w -2 PROPOSED GRADE 5% • •\` , . rn Q0 r- / -2.1% \ rq 00 EXISTING GROUND - nIN Ln r- Ln + Ln rn + m � c Ln O I I + m O� rH > > � 00 m 00 �� O Ln N 1I --Lu—II J Ln `� rl Ln > Q w Q w ri n O n II W co M rl + Ln m rn + Ln m < w Ln Ln 11 Ln o� Ln CDI I > rl II J Rt 0 � 0 STA = 107+94.96 11 Q Ji w 11 Q Lu w cn 00Ln O� O a W N mlu� ELEV = 353.46 r' � 00 rn c�i Ln `" + m + m c~n Lnn Lin �' + m 0 0 STA = 108+02.96 0 ,M m 11 1 11 11 1 0 11 1°0 11 w w ELEV = 353.46 o II II J 11 LuQ LuQ Lu II J Q LuQ -Lu, LnN N Lu � N !a■ 345 340 335 330 325 122+00 00 cn 00 + + N m N m rn rr) I� 0 M 11 11 + cn - rn 00 11 Q > w rl > Q W lD N m N M � ram, + Ln00 rn rn L! L u L/)) Lu �' Q I I w II rnlfl " Ln lfl (.0 L~n w Q w M M rn M m L~ LLu r-I ro " m cn r-1 00 r-I cn 00 _ n I I rl m ffi_ tLo ffi r' • J Q w M N M am �... Lf) LuJ -I r-I LIi M ff �. V) Lu11 11 11 11 cn 00— \ > > + N `� Ln -2. \ •s 1:40 00 1% 1 _ .� Ln w Ln LuM Ln M O 00 rn00 00 ••—• J w Ln rn � rn•— I 1 — cn LuJ Q Ln Lu - N rnN M \\ -2 0 1 — U —.. PROPOSED BANKFULL H Lu H Lu 00, 110 00 N m II PROPOSED GRADE \ ( -L1.°o 7 II > uj I I I Q Lu N n n n M M N M � 00 nt � � I 00 r_� M rn M I + M + M N M N II N II ro Om MO cn + N m > r-i > oo cri 4 cYi M Ln Ln 11 J II N Lu J w II N Lu J w Ln N M m I- N M m m-,Ln m EXISTING GROUND Q W -I > + M + H II Lu II W N II N II (/) Q w w H 11 w 11 Lu 0) N 0) N m I- m In Ln J J lfl c-I 00 c-I lD l0 N to LuLum rn c-I fM O lD O c/I c/) � M � M M + M N II N II c-I > >Lu I II II Q uj Lu Q W II a W w II a W w L Ln un 122+50 BANKFULL WIDTH = 14.2' TOP OF BANK 4.0' 6.2' 4.0' ...._ .... .... ....T ...._ ........ _ .. PROPOSED 2.5. Dmax = 1.6' S.1 PROPOSED GRADE 1 2' BANKFULL DANIELS CREEK - REACH 4 TYPICAL SECTION: RIFFLE 123+00 123+50 TOP OF BANK 124+00 124+50 BANKFULL WIDTH = 17.5' 1 0.4' 1.9' 5.2' ..._ ..... ..... ..... .... .... ..�.._ .... .... . PROPOSED GRADE 4:1 D1 axl= 2.I6' Iv. DANIELS CREEK - REACH 4 6.2' TYPICAL SECTION: SHALLOW POOL 125+00 PROPOSED BANKFULL 125+50 TOP OF BANK PROPOSED GRADE 126+00 BANKFULL WIDTH = 17.5' 14.4' 345 N Q N c 00 �j (D ono Z L\ � oNC7, o �w xu_�Lu z I�w oz0�0� Z 2�� I-� w H � w N 340 0 �o0 ' o 335 330 325 126+50 1.5' . 1.6' ..._.... _.... _.... _.... _.... _.... _.... _ [.T.1... Dmax = 3.2' 4.S DANIELS CREEK - REACH 4 TYPICAL SECTION: POOL WITH STRUCTURE STA: 121+79 TO 132+20 STA: 121+79 TO 132+20 STA: 121+79 TO 132+20 SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3' _------------------ _ O 3J _----------- _ --- ,- ,,,,--' 33 3 ON - ------------ J -- _--- 0 --------------------- ----- 3�3jL.0 -------------- ------------''' ---------------Z, ( -------------+ �. rlq, --------___ 3J , ---------------------------�j- ---- ---------------- Q - ------------------- 3 J J 3 '" 3J �� 30 , ---------------------- Al ___ -- ,W ,------------- '----------------------------340-------------- .-j � "tic___ �b� ------� �' _----- �� -- � '-- �' i i � ' Lu `1'--- "L'_ 4' J,-----------'------------------------ ------- ==,7 ;= - "�� '., ----- ------ - - - _ _ DANIELS CREEK _ ,, 1, �� ,--------------- ------ --------_ _ ------- s1� 1 1 1 ------------ _------------------- y/ ---335= -_ i I 4 2.4' 0' 2' 0' 20' (VERTICAL) (HORIZONTAL) PROPOSED BANKFULL 4' 61 40' 60' CD 340 N x 335 330 325 320 ,40 U� Ln N ^ N � M 00 (� p `O O Z 00 O N 0 U, 335 vti��oo�"�tio 330 325 • r..i C1� O o U 4_j � o 320 •h n_� 126+50 127+00 127+50 128+00 128+50 129+00 129+50 130+00 130+50 4-1 5 U BANKFULL WIDTH = 14.2' BANKFULL WIDTH = 17.5' BANKFULL WIDTH = 17.5' TOP OF BANK 4.0 6.2 4.0 10.4 1.9 5.2 14.4 1.5' 1.6' ,.� -N .•-�� TOP OF BANK TOP OF BANK r s:� ...._ .... .... ....T ...._ ... ..... ..._ ..... ..... ..... ..... .... ..�.._ .... .... . ..._ ..... ..... ..... ..... ..... ..... .... ..} r� Q PROPOSED 2.5. Dmax = 1.6' S_1 PROPOSED Dmax = 3.2' U o GRADE Z 2' BANKFULL PROPOSED GRADE 4:1 Dmax = 2.6 ,Lti PROPOSED BANKFULL PROPOSED GRADE 4 ti PROPOSED U . 5.1 �. BANKFULL -� DANIELS CREEK - REACH 4 DANIELS CREEK - REACH 4 I� 6.2' DANIELS CREEK - REACH 4 TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE 2.4' STA: 121+79 TO 132+20 STA: 121+79 TO 132+20 STA: 121+79 TO 132+20 Q SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3' \\'--------- -// _ '---------------- 24" HDPE HDPE -�'�--- /// INV: 328.15 / INV: 326.36 -DANIELS CREEK _/t ' \� If _ \14/ .00 PV Z129 00 __ljo\V \L \\1/ / - y�1 �/ / \L �\1/ �• \1/ \L \1/ ' `�*lc-`__�/�1// / /`!' � _ ,/ p L ' 1 \ \L \1/. \L\ \lam \L \lam_ \L - \lam/ • �' ' / \lam \L • \l' . \L \L \L \1/ \\ , / \\\ \\\ \1/ \ \1/ \1/ \1/ \1/ .\j'i \1/ \l!`. .. ..\\ `\L 1Z8X /' _.�(. �*L• \L \L 1� -- .1• \L .1• \L .1• �• \L 1/ .\1/ `r_' Q / ` 127 +00 �� 1 ' `• ..I/ \y' x �� '' � � /' • \`, \`\ \ •V • yr \� �\L � .t/ \1/ .t/ \1/ a .1/ .1/ \L � Q •l/ .1/ � • kp0� \ 2 °° O �' C7 `\ `\ \1/ `\\ \1/ \i/ \1/ \i/ \1/ \i/ \1/ \i/ \1/ \1/ �\ \1/ \i/ \1/ \i/ `• \i/ .�' �� ' / `. A 01 2 4 6 CD p Q�-` \ \�� \\` \\.V\ ,j/ ,1/ \l/ .V \l/ .V \l/ � .V \l/ .V \l/ .V \V • v/ _ ---\-- \\\ \\ `�� `\ �\ / `� (VERTICAL) cz)`\j% \\ 10 N CD `\ \ • \ _ _ _ � ly 01 20 40' 60 > 5 (�♦/ \� ` - `\ \\ \L \1/ \L \1/ \\ \L \1/ \L \1/ \L \1/ \L \1/ \L \L \L \1C �Y' \j/ - `Ao W 0.� a \\ `\ (HORIZONTAL) 5i Z v 3 u v 77 U Cn \ CE `\\ \\ `\\ `\\\1/`.� EXISTING GROUND o Ln qt 00 N m l^D + C) + r m m NM N M + O N M + OM Q w Q w II M N 1� LLn 00 PROPOSED BANKFULL J > II O00 N LuJ II N I/N \ > 00 a1 a) < J -".-m 00 N \-Ln--Lu M Ln Lu II N M Ln _ I I > `� 11 + RT00 00 -0.6% W II N rl N • .. c~ W Q W � + Q1 00 N M Ln • .. . - \\ M �. w N m m O ... .. V) II N n + o \ Q < w J > cn N m � r_, Ln LuQ W N O+ N / • _. 11 Ln W i• .. _. , r Ln rn Ln -17% Ln _! t.0 r-1 o o 00 rn rn rn PROPOSED GRADE + M + m 10 k.D N II N II m 00 Ln 00 c-I > c-I > Ln Q1 c-1 cn II Q W w II Lu Q w 00 + 00 m lD + 00 m H H n n In Ln IN r-I N c-I II > W c-I - II > W N I� 00 rl_ lD rl_ W < Lu + M + m Ln In r4 N I I I I m ILD 00 lD Ln w liw � W lD lD 00 l6 f'n Ln lD I_ N Dl N Il_ IN N lD J Q w J Q w + m + m + m ,,:i Ln 00 00 Q+l Ln (~ IN II N II N II m II II LuII W W N II Qw QW Qw �' w N N N II �w 0 335 N C� 330 325 320 315 335 V1 � CNI CV 00 Z �w xu�z IHC �lw�� I� m 330 I 325 320 V J O U H i� `V J � 315 � C CLI . 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 4-j v BANKFULL WIDTH = 17.0' BANKFULL WIDTH = 22.6' BANKFULL WIDTH = 22.6' 1.0' 0.6' 2.2' c TOP OF BANK 4.5' 8.0' 4.5' TOP OF BANK 14.4' 7.2' TOP OF BANK 19.8' 4-j ' ...._ .. _ .... . �.._ ..... .._ ... ...._ ..... ..... ..... ..... .... _ ...._ ...._ I .._ ..... ..... ..... ..... ..... .... PROPOSED _ .. ....T .. r�'-I Q Z S Dmax = 1.8 5.1 Dmax = 4.4' U PROPOSED GRADE 1 L• BANKFULL PROPOSED GRADE Dmax = 3.6' PROPOSED 4: I I 1 PROPOSED C!� l Z BANKFULL PROPOSED GRADE 4.5.1 ti BANKFULL �•-'� ---+ � �' 4� -I-+ 11 Q)• DANIELS CREEK DANIELS CREEK - REACH 5 7 7' DANIELS CREEK - REACH 5 REACH 5 - TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE -4 2•5' ^ c� STA: 132+20 TO 133+83 STA: 132+20 TO 133+83 STA: 132+20 TO 133+83 Q SCALE: 1" = 4' SCALE: 1" = 4' SCALE: 1" = 4' -------------- +/ / -DANIELS CREEK_ 234+05----------------------- bi cn 00 175 1110 ------------ /---------------- CD Z DANIELS CREEK /-------- N g U Z .� ., , � ✓/ -� END DANIELS CREEK / ; -_ -' -' ,-' � M ♦ , // / \ END REACH 4 RESTORATION / ' o w Q I ' �/, \\ (RESTORATION) REACH 5 (RESTORATION) ,,, _�- -_-_ 0 2 4 E, o �` "/ / yam`♦ \ END T1 BEGIN REACH 5 (RESTORATION) STA. 133+91 ; _ • STA. ___- _____ (VERTICAL) � fy - REACH 5 (RESTORATION) _ vERncAL I , -----, \ 1 �j STA. 234+05 \ \ 1 -__ �/ `\ -� _-_-_-_ -- ----__ --- 01 20' 40' 60' A o CE (HORIZONTAL) E rn m Ln + ko + O N O N O M M M M 00 In N C� Q W Q W N L�f1 (i w (~n w M � N II M M Q w II ( w N w N N PROPOSED BANKFULL +- M N 0000 o • • �. rNn + c i rl rl EXISTING GROUND \\ N N L!i La7 �+ � m II M N N \M-I ro • (n W 00 \ �• (n -1 W I I I I O p N \ �• M M t rq \ , • �-1/ U Q N M II > W •�.. LuM ,�,_ ��Ln M (n W Q w � N J W PROPOSED GRADE \• ' �• . 000 rn � O � 00 � '3.3, \ \ I \ lfl f V 00 N \ M M \ I O O M II M II W �_ I �. II W II o � N rl v W - Q -1 00 l� M lD un un N N lzt N + M + M T -I r -I M M II II T-4 > r-I > II W II W Q W Q w 1! (~/) O 00 M Q1 N lD Ln to O I� o � O N O c-I Q1 O O lD 0 r-I f V M N m c-I M- M N + M + M + M M + M N M II M II M II mM II rl rl rl > rl II > II Q w II W Q w W II W F W J Q W W (/') In N (� e 395 390 385 _ N _00. O O + m ri N m N Ql O0 N O m + _ M 11 Np M r j Q1 N CD Ql r j a)- Ln II Q w N II oN 11 cy rn N rn � 0 Q0 PROPOSED GRADE v~i 11 W-Q w— II W Q I I rn -O I I N M 11 lD N O-I� 001 N� O r-1 oo O v~i J Ln w w p m p m N Q J Q rn o p PROPOSED BANKFULL Ln w c~ W II - II w +� 00 -Q? oo p — — Q Q N w O M m N � M cn Ln o6 c! W W II II + 00 + 00 I� _ n m w-O M 00 m ON m rn m rn M _ \ . v~i W Q H —i II II II LNn + ^ Ol M \ N W Q L> > M 00 M + O Ln W � J 0.- fV M °0 — oo ON M Ln o0 ,3 I 60 `• Ln Lu II >< II 00 j 00 Lu II I 7i7 o cn w II II N II II .4 W > > • Ln W un W 0 9' g0 I 0 I 3 • �. 00 N � � �% • �. O N Ql �• 00 N o cy) N 00 rn . • :Z �% aril,430 �•. N O O II N> II � 00 j m I I f`1 > 11 J / O I I 11 LuQ Lu / N > '4 00 Q w N II J 0 N I1 Q w Ln (.0 cn l0 Il_ lfl cn Ql 00 O 00 N' 0000 �l N 00 Ql \ + M Ln r-I + M+ M M O / mO N O 11 � + N 00 cnN> O 11 11 N >— 00(.6 + m M 1 1 N> I� I� cnM II Lu O II II II W �r"J O r-I cn .� Q Lu N> Q W Q Lu > m Ln N Ln N II J C~ I N 11 J uJ Ln + 00 lD rn - + 00 M STA = 202+73.01 F "' N "' 0 11 o II STA = 203+90.65 un ELEV = 388.48 II w 11 w ELEV = 385.26 rn Q W Q W 0000 rsj STA = 202+69.66 ELEV = 388.48 00 Ln N 00 00 N m 00 + 0 m M EXISTING GROUND 11 11 N > N W II J Lu Q W qnn+tin gn'I +nn ')n l _ tin qng+nn qng+tin ')n'Z+nn H qnQ+tin N ')nd+nn )nA4 380 200+00 BANKFULL WIDTH = 9.3' TOP OF BANK--, ANK 3. 0' 3.3' 3. 0' Dmax = 1.0' PROPOSED 3:1 3'1 PROPOSED GRADE BANKFULL T1 - REACH 1 TYPICAL SECTION: RIFFLE STA: 202+07 TO 205+97 SCALE: 1" = 3' BANKFULL WIDTH = 11.2' TOP OF BANK 5.0' 1.2' 5.0' .... . . . .. . . . PROPOSED 71 = 1.5' GRADE I I 2ti T1 - REACH 1 TYPICAL SECTION: SHALLOW POOL STA: 202+07 TO 205+97 SCALE: 1" = 3' 30 ---- -----�� 30 BEGIN T1 ' REACH 1 (RESTORATION) STA. 200+56 STABILIZE BANKS BANKFULL BENCH TO BE CONSTRUCTED -------- I / C -'' 00 Tt I I I 91 400 Cif Ln N ^ N � M 00 Z czt,o).W� O CA cy� w UI1 Z I4 Lu gz� cC" Z H w F-� 395 390 385 380 20 BANKFULL WIDTH = 11.2' TOP OF BANK 5.1' 1.0' 5.1' ...._ .._ .. ...T ..._ ...._ ... PROPOSED PROPOSED I PROPOSED Dmax = 3.4' BANKFULL GRADE 1s• .N, BANKFULL 1 T1 - REACH 1 TYPICAL SECTION: POOL WITH STRUCTURE STA: 202+07 TO 205+97 SCALE: 1" = 3' m O ooze N�¢uz 21 4' 6' ~- C) (VERTICAL) 0' 20' 40' 60' v w 5 (HORIZONTAL) y z v 3 u Q (� u �2 390 385 STA = ELE 380 375 390 U� In N ^ N co z� Z New O N 0 Luu�z �4 Lu a) w�� r, m 0085 titi��oo�"�tio 380 375 204+20 204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 BANKFULL WIDTH = 9.3' BANKFULL WIDTH = 11.2' BANKFULL WIDTH = 11.2' TOP OF BANK 3.0' 3.3' 3.0' TOP OF BANK 5.0' 1.2' 5.0' TOP OF BANK 5.1' 1.0' 5.1' �ma �� .D._ ..1 ...._ ...._ .. .T . .._ ..... .... ...._ .. ..._ .7BANKFULL 3: 3 PROPOSED 1 PROPOSED 1 PROPOSED Dmax = 2.5 PROPOSED PROPOSED PROPOSED GRADE BANKFULL GRADE ?1 I Zti BANKFULL GRADE ZS Dmax = 3.4' I b,0 T1 - REACH 1 T1 - REACH 1 T1 - REACH 1 4-1 7� TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE STA: 202+07 TO 205+97 STA: 202+07 TO 205+97 STA: 202+07 TO 205+97 SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3' �J `��/' , i' .'' �� /' ' , ' I I i / i \ � • •� • � • � � � / � '' F � � �\ IS/ I / I� I� I� � � / II I Iil I i1 !--1 4-1 Ln 00 \ i ' i i i i f \\ I� • F I�. v O _--_ �\ 0O ��-1 D 3O 3'J D 30 3J �P 4C— 39 ie �/ ;' ��—I� �' it ,,I; I ,,,I ,I \\ ' . ••� ; i I \AOI (i�—I END T2 (RESTORATION) STA. 308+34 ------------ \\� Lu 2000+00- H _cG �I - - �• �,�-� ,. \ N_--�-. 1 • _--__- ''_�• -- =��____.l, __ ra �•_,/ _i _- -- I y _.' -----✓ - O 0( 3---- 85 -- ___--------207+00 + CREDIT RESUMES HERE T1 I F— � END 100 INTERNAL CROSSING F END REACH 2 (ENHANCEMENT II) I G ``•'�'_-____----- 1 l �' • — _ . _ I _ - CAROLINA POWER & LIGHT EASEMENT)BEGIN REACH 3 (ENHANCEMENT II) _ __ , r - -->-' • , - ,_*-: - --___ STA. 206+95 PROPOSED I 1 ' �' - �' --'� _... __ �, �� %, STA. 207+68 o VALLEY SILL �/1 ��% f ''��---- ' �__�__ ------ !. � \ I `\ I� Imo\ � ✓� I \` -Gp ` _ __ -_ f� T1 F \IF IF ----38 END REACH 1 RESTORATION ----- '� - --- BEGIN REACH 2 (ENHANCEMENT II) \ F I,`�^� 1 �/ \\ STA. 205+97 25 WIDE FORD CROSSING CE CE `-`'-CE_____ CE CE C380— CE C o o Z Y%__ I \`� �` 11 PROPOSED TO BE INSTALLED IN THIS AREA — CE - N o ---- CREDIT STOPS HERE - cE 1`o VALLEY SILL CE 0 2 4 61 o BEGIN 100' INTERNAL CROSSING CE (VERTICAL) CAROLINA POWER & LIGHT EASEMENT of �\-- Of () • STA. 205+58 ----- f L~ F M IC % Ic 'NF �LF CE CE CE CE CE `��E� CE �� of 0------- \` � 'I [/.�` CE CE CE C -385.,-- --- 0' 20' 40' 60' v o / PROPOSED PROPOSED - '-------- IIF w VALLEY SILL VALLEY SILL -- (HORIZONTAL)lop- \ G 0m 0m m Ln PROPOSED BANKFULL + 00 + M O 00 m 0O rn � Ln m N m (V II N II � 00 + � 00 N m Q Lu Q Lu o> m m _ I-- w L~- w o O m Ln 00 oN corm Ln o m m� < J Q w N II + N Ln rn rn m 00 PROPOSED GRADE N Lu (� w Q w " > O Ln ONO—� °'—^ Ql m • (! L u Q J N O r-1 00 I I I I N L j 00 I j 00 II • cn Lu Q w II O m O M 3• o unn Lu_j N II N II w m o0 . . • ,4 Q w Q + 000 0 60 • . `�• 7% Lnw Lnw M f V 11 > I Ln w L —it 204+38.20 — V = 382.94— — rn _ -00 -::Tl0 — cn l0 + m N N l0 O II .6 N � N N O \ N> L+ 00 l0 00 qt r- O r 11-Lu-0 11 0 11 00 rl 00 O m rl 00 STA = 205+97.16 — — — — "' N > N > Ln Ln Ln k.0 rn �„ m m rn rn STA = 205+68.41 ELEV = 379.22 / — - Ln n Lu 11 Lu Q w—Q w O 11 0 N >-N 11 > �6 O �6 0m0_� O Om0 ELEV = 379.47 — 11 Lu 11 Lu + Ln Ln STA = 205+64.92 Lu 11 11 Ln--`�' > > ELEV = 379.47 EXISTING GROUND 11 J- 11 J w w N N N J70 365 360 355 370 V 1 � N ^ N II11 c- uf) 00 (� p `O O Z �O �N '"T W u�z I� w oz� Z � Q bba", V :y , a) I-� w t m 365 o4t��o 360 0 G ELEV = 358.25 1 355 213+00 213+50 214+00 214+50 215+00 215+50 216+00 216+50 217+00 217+40 BANKFULL WIDTH = 11.3' BANKFULL WIDTH = 13.6' BANKFULL WIDTH = 13.6' 4. 1' 1. 2' 1.0' a) . C1� O TOP OF BANK 3.6' 3.6' TOP OF BANK 6.2' 6.2' TOP OF BANK 6.3' 6.3' ...._ ��a ..._ ...._ ...._ ...._ .. ..._ ...._ ....x = 1.2' 3:1 3•.1 PROPOSED T PROPOSED rl � PROPOSED BANKFULL PROPOSED Dmax = 3.1' BANKFULL PROPOSED BANKFULL D O GRADE GRADE ?1 I I 21 GRADE O ?s Dmax = 4.2' 4-1 � 1.� T1 - REACH 4 T1 - REACH 4 T1 - REACH 4 4-1 O '� TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE STA: 216+15 TO 226+89 STA: 216+15 TO 226+89 STA: 216+15 TO 226+89 SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3'4-1 ----- --- F `\ \ ^� 4-1 ' F ---------- - r OI ,.'''--n1 I / \ 1 T 1 i `\ �x NV. �0 / �, \, PROPOSED ROCK CASCADE F Q / �1Drk SEE DETAIL 2 ON SHEET 6.2 \\ ; F \ Al / -----------/ I ♦ / I I r\ \\ / 0 ) W I _ ; /000, ; 15" HDPE ; �J' ;' ,--\ .' J X \ -F F F / INV: 363.75 `�\ ; / �..' . _. • • S ♦• ' • \ \\Nz i / ` •�� '\217+00 Q15" HDPE --' .. • �• ' INV: 362.41 - END T3 o------__ - - --- `\ REACH 2 (RESTORATION) T1 \ - + �\ ,- STA.416+35 \ V CD ` \ END REACH 3 (ENHANCEMENT II) BEGIN REACH 4 (RESTORATION) -----_------------------------ ----- STA.215+71 70 �+ `\\ \\ ---- EXISTING FENCE �`\\ \\ u - ------------ - - `\ \ - `\ \ / N o d 1 -36 r Ln o -__-- \ - --- \ CE CE E / _ \ \ ``/ 1 (VERTICAL) • ` ' \ CE CE CE CE CE CE\N7- CE CEO` CE -t- 0' 20' 40' 60' ; A \\ \`� `� \\ `� / (HORIZONTAL) ;y Z v 3 x N _ .r,4�! M PROPOSED BANKFULL M r � r,4 EXISTING GROUND \ �_- -------� N I I + O DO 00I'D 00 O N O O N 110 I I Lu c�-I N m II + � O + O � M ^ _ O l0 00 00 O cl ty) O � � \ H N Lu a > N M N + Ol + CYl M M CD l ~ Lu Lu II a II > II II > a Lf) can N Ln m N w LLn ^ Ln \ Lu Lu I I II I I �I M II N r j M N \ c~ Lu L Lu a Lu Lu a II II II II � J a w a W Ln W Ln W •-. _1 8/i v^ PROPOSED GRADE "�•O o STA = 215+98.78 M 0000 w 00 ELEV = 358.25 N ,+ 00 Ln rl i o 00 STA = 216+44.96 m m � � ELEV = 356.62 STA = 216+94.68 II II N Lu N STA = 216+52.91 ELEV = 356.20 w a W a W ELEV = 356.62 STA = 216+86.33 V)) un STA = 215+93.45 ELEV = 356.20 365 360 365 0 N 360 -2.0 355 350 345 360 N ^ N 11�11 � u') 00 ono Z L\ oN� o W u Ln I� W ozC7\ Z $� n_ �bca\v I� (D 'v _ I•• 1 w 355 K m ✓✓✓✓ Q0 rn Lu Lu n 350 345 C� O o U 340 . rmq r" 217+50 218+00 218+50 219+00 219+50 220+00 220+50 221+00 221+50 221+80 4_j 0 BANKFULL WIDTH = 11.3' BANKFULL WIDTH = 13.6' BANKFULL WIDTH = 13.6' 4.1' 1.2' 1.0' -N TOP OF BANK 3.6' 3.6' TOP OF BANK 6.2' 6.2' TOP OF BANK 6.3' 6.3' ...._ .. _ .... ...._ ..._ .. ..._ ..... ...._ .. .._ ...._ ...._ ...._ ...._ ..... .. ..._ ..... .... Dmax = 1.2' r PROPOSED 3'1 3'1 PROPOSED PROPOSED v r� 4-1 GRADE BANKFULL PROPOSED 2 Dmax = 3.1' 1 BANKFULL PROPOSED BANKFULL C!� U GRADE 1 I I 2 GRADE ZS Dma1", .2'ti -�CnT1 - REACH 4 T1 - REACH 4 T1 - REACH 4 TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTUREQ STA: 216+15 TO 226+89 STA: 216+15 TO 226+89 STA: 216+15 TO 226+89 SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3' \ ,/ 360----- �`\ ._----------' \ / ' / i / •\ I 00 24" HDPE ---------------' / S16, ; ' ,,---F + 74 ` \� / I N 00 \� ------------ _ AIN—441N .219 `.------- 24" HDPE ' / ./ • i INV: 357.37 e . �I - • • . `�"' --------------------- ___-' •\ �'/% `J bA .00 op Q I �� \ • •� • • • r -- ' ' / /'ram >'' / 00 CD 14 \ ' I \ EXISTING CROSSING I I ``� \ ' �• . ��' _ `) CD \ TO BE REMOVEDCE CD \` -� END T4 CE F ��_,,��_�� REACH 2 (RESTORATION) ---- (VERTICAL) \\ cf \ SS �` ---_-------- ----- STA. 516+74 `. v CE \ '--- ------------------- ------ 0' 20' 40' 60' ` �\ \ �♦\\ `�\ \�� \��\ (HORIZONTAL) v v _ ___ ------ -� .-__ f� �. (� i� a Cn ----------------- \♦ \\ \\ \ C f �\ �`` J� ------ o rq 00 ro m rn m EXISTING GROUND + oo + 00 n Ln n Ln m r-I m N II N II lD a w a w l� 'i° o Li w c~n w + 1p �.6 PROPOSED BANKFULL Ln 00 m Ln 00 V)F O r-I f\l m N II m N � ^ m Ln N + 00 I I > N I I ¢ Ln 0 0 360 355 + p n o Lrn N c-I m 1° c-I N' vQ~i w w cn II II ' • •�„ ��' • •;�. + 4 c-I m II Q w N m N II PROPOSED BANKFULL N Lu — �• \ N> N m �i Ln N w J > — J - w •` \ rn STA = 219+98.12 • �� H Lu Q W cri O N ELEV = 352.20 N w �j m o6 ro mo p m r-I "' cn Lu cn J w In rl m - � + + rl o m m rn ,3 8% �, r N I I ,M m N N m c+-I + + Q w N II ��' �. PROPOSED GRADE N N M r-I N m r-1 N Q Q I I \ . ,4 O > to w J m N LJu a w Q Lu 90 \ I V •. < w PROPOSED GRADE \ �, • cnJ w 355 350 \ I �, 0 �\ •. \ I 3.60 4�0 I \/ I '33 - lip Ln op0 Ln \ I + ro + rr-I 11 \r-I m 11 M � zt Ln EXISTING GROUND \ N w N w + m re) I J J 00 n co II / 350 345 rn 0 00 0 W W ri N> r-I N> r-I LID -4 o0 m � N o0 cn Ln II w J 11 w J Ln w w QNl m Ql + m + rn N N rn + N Ln — o m N Ln m II `cn i w 11 N w STA = 221+15.50 ELEV = 345.41 r-I N II r-I N > II > � c-I l0 ri J � W J W m r-I 11 — J 11 J N STA = 219+94.51 cn `r' 00 o N w N w � o� Ln on D a) ELEV = 349.16 m o m rn 0 N m � m N rn m M r0)-I II II a) II + c11 II N N w N II N II W a W N w Q W > II J W Q N w— II N W II W Ln N Ln a W Q W N 345 340 `n "' CT) ri O t'o rn o rn N II II + N l0 + N lfl Q > Lu N N M N M N 350 W II > N II > N W�Ln W 345 0100 0 rn Ln Cy) Ki- + m N II N W II < Lu 340 lzil `q 00 o 00 mt + c-I rn N N II w II Q w L m � + M N N II N > II W W N m zj- + m N N II N > II J < W L 335 221+80 222+00 BANKFULL WIDTH = 11.3' 4. 1' TOP OF BANK 3.6' 3.6' ...._ .. �Dm 3.1ax = 1.2' 3.1 PROPOSED PROPOSED BANKFULL GRADE T1 - REACH 4 TYPICAL SECTION: RIFFLE J% Ol c"n r14 Ln t Q�l + Ln + N m m N N NII N II > > c~n w (1; w 00 q* 00 It + M N N II N II J Q W N 11:3- O lD rl M 00 m N N II N > II W a Lu H N I '2.4j ci lD 00 M O O ro ('4 rn M N N N M N m N m m 1:*N II I I II N M N M Q W Q W N II N II NW Ln LuQ W Q W Ln 00 00 + M N II N > II J Q Lu H N M Ln M 00 m mt + M rn N II N II W Lu cn Q0 rq lfl � + M rn N II N II J Q Lu � I PROPOSED BANKFULL PROPOSED GRADE I I STA = 223+71.17 ELEV = 341.28 EXISTING GROUND N cl Ln rn LnN + N m N II II > Lu c~ Lu 222+50 223+00 223+50 224+00 BANKFULL WIDTH = 13.6' 1.2' TOP OF BANK 6.2' 6.2' PROPOSED GRADE Dmax = 3.1' Z1 I I Zti T1 - REACH 4 TYPICAL SECTION: SHALLOW POOL O 00 rn rn r-� 00 am m + m N II N II N W N W LuN w N 224+50 PROPOSED BANKFULL N Ql N N + ;t q* N M N II II > J V) Lu N r-I O Ol 00 Ql rn M + M qt N II N > II J < Lu Ln 225+00 Ql m M Ln lfl 10 Ln Ql al Ln Ln Ln mt N M N M NII N II Q w Q w cV) w V) w ,:3 N c-I r-I 0l 00 c-i cl M + Ln M N N II > II < J Lu STA = 225+49.46 ELEV = 337.89 225+50 o N_00 + + Ln m � M N m N M fV II —N II Q w Q w Qr) Lu— (n W 350 345 • .2 4% .3 340 \ I STA = 225+53.52 ELEV = 337.89 STA = 225+99.65 STA = 226+03.22 ELEV = 336.71 ELEV = 336.71 335 226+00 226+20 BANKFULL WIDTH = 13.6' 1.0' TOP OF BANK PROPO! G R; T1 - REACH 4 TYPICAL SECTION: POOL WI'l l-L 11\lJ 1 V 1\1 1 STA: 216+15 TO 226+89 STA: 216+15 TO 226+89 STA: 216+15 TO 226+89 SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3' C 3�4C 33�K / 33 3?� 3J I ------------------ 30 3J_�C - - - 33 33 30 30 30 _ 3:)30 �— - _ _ _ - - - - - -----' /' 3:3)- 30��— _------- _ Li- - ---- -'' - ------------------- Wa ------------------------ _ — -'------- --------------------- -------------------------------- i --------- -------- _ -------- _ - _--� 0 `.� �, �'�.-_._ �-•�--�_ � , 224 00 %� ; �- -- ��=' , / �� I � � _ _ —• ` rlj +00 UJI doo /f '� / y % • �' • • • • • dopOLU �\\\ ---- END 60' INTERNAL CROSSING E�\\E E \� STA. 224+44 Tl T- U ---- \ _ E E ' INTERNAL CROSSING � �� E -� BEGIN 60 Q _ \ �.\ '�-------------------- STA. 223+84 ------------------ F ---------------------------- E z CE C --------^--------------------- CE OE OE UE 3]E rCE CFI/ _ CE ____� CE`, � `,C 6� .\ CE',, E 4(- 350. 1 CE CE CE CE CE ` /` /_______________ E _ PROPOSED BANKFULL 0' 2' 4' 6' (VERTICAL) 0' 20' 40' 60' (HORIZONTAL) N ^ 11�11 N � U) 00 p O Z r,C7, O N O W u�z Z ��>~ Ill (D 'v H w 9 H E H 3 w N m 00 0 o Z u z o v z v Q ° I~ Ca U O Cn CD 345 N x 340 335 330 325 �45 CA N ^ N � M c 0 U' p ` Z m� 0�ri^ W viz �4 w gz� I-� w 340 335 G 330 . C1� O o U � 4-1 N 325 .� ;_.I 226+20 226+50 227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50 •� 7� 5 BANKFULL WIDTH = 12.4' BANKFULL WIDTH = 16.1' BANKFULL WIDTH = 16.1' 0.5' 0.1' 114 TOP OF 4.2' 4.0' 4.2' TOP OF BANK 10.4' 5.2' TOP OF BANK 14.4' 1.6'— 4-1 BANK ...._...._ ..._. t.._.... _.... _ ...._...._.... _...._...._... ..._.... ..._.... _.... _...._...._...._...._ .._ . PROPOSED 3:1 Dmax = 1.4' .1 PROPOSED r l o 3 PROPOSED PROPOSED Dmax = 3.2' PROPOSED v r l � GRADE BANKFULL GRADE 4:1 Dmax = 2.6' ,Lti BANKFULL PROPOSED 4 ,� BANKFULL U . GRADE 51 40' ,4 cn T1 - REACH 5 T1 - REACH 5 5.5' T1 - REACH 5 TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE 1.7' STA: 226+89 TO 234+05 STA: 226+89 TO 234+05 STA: 226+89 TO 234+05 Q SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3' ------------ ZI --' N ------------- / �t . Tl END REACH 4 (RESTORATION) --= ' ------'-- i' • Q jG / �/ / �'•� 9kO0 / �l ;=�/ / \�J w ► �\\ 340----'-� BEGIN REACH 5 (RESTORATION) �' .-`�-�x __ I =� �• •i _..,�� i� �-:`�_-'' _ _ \\\� .• STA. 226+89 ' ,.-�_---.':c��^� % i '�� \ ` _ ___-/ ' /•� / _- Z ' `------- �/ \\\\ 'CD n I / \�1� \ ` i /GW7�/CD �' - ------- Q / 1 •�\� ,' i�"�'/�"_= ii�'' �' ' '�L \ �` -_--� '.--------------- -- - 1 S 00 ------------- - - _ `-----dr----01 ----�, { o I I I \ 1-�/ \w \ ------------- _____ --------------------------- (VERTICAL) 1 1�/ " / ___iI , \ � ___--'----------' --- --- - 1 i ► ' ; ._1�' END T1A \ ------ -- --- (ENHANCEMENT II) / STA. 213+60 \ `Y -------- -----' - ------ --------------------6��E _- 020' 40' 60' w `oa CE 1" // �L _ �Y �L 1 ` _-- -----'-----' -3--------__ "- -`� - CE CE �� (HORIZONTAL) 5i Z v 3 41 CE CEpt cn N 00 10 + r m ro 00 00 N m lD O N 11 O+ 00 lD ^ M Q W N M `-i M m M r+ Ln L u N Q I I > r, Lu N lD } -m- r, M N lD M M of Ol 0) N N Ln N Ln F- J N N Q0 00 • ' II II Lf1 • �, Lu Ln Lu II II On + Ln rn rn . . 11 '3.0° �H -i — - M ° rjrn rn - `Ln r-000m 000 �M .,[2 . • cn w cn w II II + +M PROPOSED BANKFULL \ •••' > 00 M 00 MI Q V) J w N/ n II 11 II Oro NLnO Ln \ �• J J HH O m N M -3,Oo _ cI W cI W N M N rn I� N 0 N II N II � `� Ln 3, o Q w Q w M 00 H J H J N M + r-I ci \ ' • w o `m cn w Ln N m 00 J \ 3 ° Z/ • i N oM ro EXISTING GROUND • • , , < II C: J_ II w- M m + (n w Q • ' N Lu w Lu STA = 227+35.54 _3 \\ • . W ELEV = 335.15 STA = 227+74.12 \ 2% ° �• • • ' �• Ln ELEV= 334.31 oo Ln rr Ln o Ln • . �. of Sri \> > > lztII m 11 J N~ 00 4 cy) O \ ' Hw Ln LL' H 11 Q w w + N rn 11 , + M rnJ `3' So - Ln W 00 � LD M O0 N II � ri M M 00 r-I 00 Nr- + mMII Q �Ln O M N M II W J N - 0+0 M 0+0 m w N w PROPOSED GRADE N II N II CPI J N >—N Q W 00 al �l Ln 11 Lu 11 Q j Q Lu ~ N I� m Ql Ln O N L Ln Ln w cn0 N N Q0 M Ln N I� N Ln O M M M m Ln 0+0 O rn Q1 cn p Ql o0 N II + m N II N II M II N N N W N W N> + co II 11 W N N II w 11 J II J II W O M N> II Q w II H w H w Q w Ln Q w cn Ln N II J ( � W a N 335 x 330 325 320 J J 5 Ln N ^ cV S 00 z O ♦0 O Z czt,o).W� ON 0 W ULz I� w gz� Z -cl,c, I-� w H � w m 330 ot 325 O� G N 320 230+50 231+00 231+50 232+00 232+50 233+00 233+50 234+00 234+50 BANKFULL WIDTH = 12.4' BANKFULL WIDTH = 16.1' 0 5' BANKFULL WIDTH = 16.1' 0.1' . TOP OF 4.2' 4.0' 4.2' TOP OF BANK 10.4' 5.2' TOP OF BANK 14.4' 1.6' O BANK..._ .... .. — . 1.._ .. _ ...._ ..._ ...._ ..... ..... .... ... ..._ .... .. ..._ ..... ..... ..... ..... ..... ..... .._ �--+ Dmax = 1.4' PROPOSED Dmax = 3.2' PROPOSED PROPOSED 3:1 3,1 PROPOSED O r GRADE BANKFULL PROPOSED 4•Z Dmax = 2.6' ,L1 PROPOSED ,y BANKFULL +, U �+ BANKFULL GRADE I I GRADE 4'S 1 0 ' C� . � T1 - REACH 5 T1 - REACH 5 5.5' T1 - REACH 5 -1 '� TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE 1.7' STA: 226+89 TO 234+05 STA: 226+89 TO 234+05 STA: 226+89 TO 234+05 SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3' -/ 3D � 3J 3J ' ' /' / D —7- 3J ,'3D 3/3 3J J I I ` M ` /\ /C/i \, `♦ `` \\ �` Ay i / l i �`♦ `I' `1' �`♦`1' �`♦ `L `\ \` U7 V �•.•I Tl -------------- ------�-- _ S--- ----------------- bil- :7— '%' �'- '' /' \\ - \--►( \� • �! / / END T1 1.�� REACH 5 (RESTORATION) N --- � � � � �/,'"�.,,,�'---_ � ` � _ �� •`. I 00 STA. 234+05 Q I � �_ �x0•' / ♦\`\ ._xOO� , I ♦�'\ / /, ` DANIELS CREEK � ' � I � .. � _-` �,`!- - - � \ -•,L� X ; • �' ' ' �• \ 234+00 END REACH 4 (RESTORATION) (�, `� M .` \\\` i �' /' ��'• • . , y•(� �� -�.� BEGIN REACH 5 (RESTORATION) • .\�. i ;�' �: I l I 'I L�'�"`• , . , Q , STA. 132+22LLJ \ Z� 3 Zi \ 3 CD ril- CD CD S QI ---- �- — U--------------- _--- — _ v 35_—_—____________________ - ---'---------------- \\ \ \I \ \\ \\♦♦ \``\ \ `\ O O ------------------- ------------------ 01 - \\` `\`` I\ \I \\ / ��♦�\ \ \ IN. 0 \\ `�`. U Z ---------------- ----- --- - ----- -------------- CD--_ -�� CE C ------ - I (VERTICAL) — —- -------------------- _ - ---- --_- ---- - CE - o CE CE -� - Li ----------- ----- -E LE_ ---- -- ----- 3 \ ,--- 34------- -- - --__ 0----___ _ r€ c _ \ ----- -- CF �r \ \ \ \♦_ \`\ ---------- _ - - CE \ / i I \ 5i v 3 v � N � N + N + N 111 Q1 rn rn M m O O N II N II N o6 N O > > + N N N H J H J M r-I � _O 1\ � cn w vl w N II m m + N c-I � rn EXISTING GROUND Q w cell II M M_ V~l W N> rn m N W N II — Q W II lD O 00 O (/) W rn rn • — • \ - - - (W + N + N �31 n Ill • �' 1.9� \ N M N M 0 fV M N 3S/ II II N N -M N II II • �• Q W Q W M M M M \ H J H J N II N II 3 ° • • cn w cn w II II Q w H J Q w — H J oNo m 3 1 3 0 • �r • ' — � cm�l 1 • • • • ' ' • • \` PROPOSED BANKFULL N II \ -- -- — 1.2% > Un Lu ... _3 3% ^ PROPOSED GRADE // N c-I lD rl lD 00 00 00 lD N I- N + m+ m om 0 n rn n cV cV w W O Ln Ln c-I Ill Ln 00 Q W Q W M l6 N lD 0 N d' N N un cn + M c+ M + M rN + M N lD N 0Ln 0 I� M I I M I I ro I I M I I + M-+ M O N M r-i crj N> N> w N W M II M II m `� M II J II J I J J N> N> M m> M m Q c~ w Q c~ w Q cn w Q w to II H �u II w H W N Q M w N� M M II N w w N N H II W Q IJ w < s1 s11 O TOP OF BANK PROPOSED GRADE BANKFULL WIDTH = 4.7' 1.5' 1.7' 1.5' Dmax = 0.5'��.PROPOSED 31 i BANKFULL T2 - REACH 1 TYPICAL SECTION: RIFFLE STA: 303+76 TO 306+36 SCALE: 1" =1' 395 390 385 PROPOSED BANKFULL N _ 00 00 m 00 rj OM M a) II II > _+__ O M 0 rl -i M II + t a) � CT) + cy) II i J II m co II II N Lu t (! Lu 00 lD \ c-I O N - O M I I o6 + c-I m J M II 00 m II to Lu II p M O \ ` 3, �0 < J m II L j 00 M rl- Q Lu N W Q Lu O M (! W N J W L+ n p 00 M oq _ Q W M 11 + Ln Ln Ql M t! Lu Q O + L> 00 •S� N Lu II O ro MII 1 LnLuQ W 1 LnLu 380 4-- 303+60 TOP OF BANK r- lcr)D 0+0 CT) 00 rf) ro O — II CT) CT) Ln r. N Ln M — > + m II Q J Orr) II O 00 q* 00 wM > + M 00 c~n Q w m II + L+ 00 N II J OM lzt Q Lu > O I I Q w 11 J— PROPOSED GRADE N Lu EXISTING GROUN PROPOSED GRADE 304+00 lD l0 � Ln 00 tD ci a + M ai n O 11 + m m o _� OLn m II w rn m I� rn m N O 4 o II O Ln rl Q w M> � ri Ln + m H II w �+ m Q+l om0 O om0 I I N N LuO11 M 11 O II Ln O II M w M M J II w Q w Q LJu I I _j 11 J H L~n N LuN Lu Ln 304+50 BANKFULL WIDTH = 6.8' 3.2' 0.4' 3.2' T2 - REACH 1 TYPICAL SECTION: SHALLOW POOL SEE 1.2 FOR THE WETLAND ENHANCEMENT OF T2. STA: 303+76 TO 306+36 SCALE: 1" =1' 305+00 Ln M Ln o0 I:t00 Ln 0 II M 11 W < w 395 R 385 :1 305+50 PROPOSED BANKFULL TOP OF BANK BANKFULL WIDTH = 6.8' 3.0' 0.8' 3.0' PROPOSED GRADE Z Dmax = 2.0' ti T2 - REACH 1 TYPICAL SECTION: POOL WITH STRUCTURE STA: 303+76 TO 306+36 SCALE: 1" =1' / 30 O 30 / 3-)'�' QI / — Lij fj Z UI , .s -' - =- - ul to M I I BEGIN T2 REACH 1 (RESTORATION) STA. 303+82 f� .\ 0.1 PROPOSED BANKFULL X� 0' 2' 4' 6' (VERTICAL) 0' 20' 40' 60' (HORIZONTAL) C!) Ln N ^ Ih"•11 N � C 000 r� Z O N O w xu�z � w z gz0 Q d) 1� zLu �~ N M 00 ooz 0 0� �o Ln • v v N vt CD ON 390 390 N Ln rl Ql 00 Ln 40 N L.f W lD h••i + m + O M 00 + .� rj �oI'oo Ln m o r M 11 Ln 00 00 F Z (t L00 w n M 11 Q w m + N � PROPOSED BANKFULL ,�+ �°, N o Q w "> H J I I Ln ri w U oq 'n < Lu a w N W a w p �ch �-r N LU °o z Ln LU L~/) W J II II W 00 lli ^ N ^ _Z v cn w a w p M+ rj O M 11 11.o-co m rn cn N + - V ro Ln ^ �Z�F" Ln w < J M 11 + 000 Ln 00 ai MM m STA = 307+38.86 w I -I -I Q w 0M M Lr)�' o m " > ELEV = 378.99 ~ w 385 N W 11 II o M- + w 00M 11 J 385 > m p M 11 Ln L.L I r1 • �• H J 11 11 M I I Q W ^^ N lD Ln k.0 0 N O O `�' w Q W_ n > N I ; STA = 307+34.59 _� rn_�o Oo o � Cn Ir_o oe 00 • . `• c~i� w J N ELEV = 379.04 °�° `+° o+° °+' 00-oq 0 1O Ln rn + .'4 o Ln L.L I M 1, n r, r- s r-+ oo N M o0 m • .6/ N p O M O M p M 00 ^ 00 O �. Ln al 11 - 1 11 ro M I I M O M_ 00 r M I I �. +(n Q w n> n> 11 M 11 O M n> lD ro o0 J a w Q w a w > 11 a w \ ;S Co M "I cn 11 I V) w c~ w c~ w-H J_Q w Ln w `\ Oj II 1� N L.L.1 J o Q W 0 M c/) W \ J M cn w 11 �O �o < J ti Ln LU 380 N - =2.� ' �• �.\ , 0 380 ro _2 ... _ -0.4% /o =_ •- L`+n° 00 rn rI 3� -1.2% • �0.9% �• -0.7% •� '1 7% G� -Ln-- . 0 11 0 M r- o -3.00 11 LU M > 00 c�i �0 00 Q w Ln M - 00+0 roo \�• 4% N O 11 Ln n rn > 0 > Ln M am 11 w M O Q w 11 J0 u 0 00 M + m II Lu w 11 n o N `n w Q w pM lD I� O 00 M 00 N I I W 0 Ln-Ln L n M N l0 lD L n I� cn I� J 1� M M Ln M + M + M � w r- Ln0 11 0 11 cn + M M + M + M �° °° 00 M > Ln Lo N �o M > 375 -0 11 -� -� -c�i oo o0 1� Ln n w M n L.LI 375 M> rn 11 O II O 11 + M M lD M M a W 00 001- 00 a w EXISTING GROUND 11 11 w M > M > w w o 00 00 00 to r r r- 00 Ln II W II W p 11 O II `� N In + M+ M N W a Ln r- w Q wQ w M> M> M n "' ^ ^ rn oo L.0 00_ cn N N 11 Ln J II J O 11 O II 00� O 11 ro O 11 0 Ln M U1 M m r, < w < w ch w M W 0 Ln ro > > N O Uf1 ^+ M II W II w rH r- N 1� 00 (� Ln cn - Q w Q w- W H w Q�i + M+ M O 11 W N N o 11 000 II M M M11 LU ~ ' Ln l/) CD II I I J I I J W . 11 w I I W Q L.L.1 Q- L.0 PROPOSED GRADE < w N w cLnn cLnn o U o 370 370 305+50 306+00 306+50 307+00 307+50 308+00 308+50 1•�--'j '5 N � BANKFULL WIDTH = 5.2' BANKFULL WIDTH - 6.7' BAN KFULLWIDTH = 6.7' 0. 2' 0.7' 2. 1' 1.0' 2.1' 5.9' TOP OF BANK ..._ ...._ ...._ . ._ . ._ .._ ...._ ...._ TOP OF BANK 4.0 0.7 2.0 TOP OF BANK .._ ...._ ...._ ...._ ...._ ...._ ...._ ...._ ...._ ...._ . .�. 77 �• � PROPOSED BANKFULL••-••••-••••-••••-••••-••••-••••- •• -• ••-•••• ..... •• PROPOSED � Q� 3 Dmax = 0.7 1 PROPOSED RADE PROPOSED GRADE . j 3.G r...l -d-j PROPOSED GRADE Dmax = 1.3' BANKFULL C� � � Dmax = 1.0 PROPOSED BANKFULL CJ� 4.1 2 4 S.1 c� -I--+ T2 -REACH 2 T2 -REACH 2 T2 -REACH 2 o '� TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE STA: 306+57 TO 308+34 STA: 306+57 TO 308+34 2.4' STA: 306+57 TO 308+34 Q SCALE: 1" =1' SCALE: 1" =1' SCALE: 1" =1' .8' ,-A ------------- F 1 /y 1 T2 ---------' I F � F ------ ----------'" �� 1 / 1 / F F f F lag 306+ I F � % w o \\`\ \\ \`\/ may'" \\\ \`\--_ \`\\ \`� , \`�/ I / • F • �� `\ I / / , i 30 Lo T2 END REACH 1 (RESTORATION) • � • . • •� '� • , M - BEGIN REACH 2 (RESTORATION) \\ i \\ \ •� i '- Q Q I STA. 306+36 \\\ /' `\ )\ F ��\ � , , , i ��' • END T2 Q /�� REACH 2 (RESTORATION) U v / '1 /// \\\ I I /i/ i I \ -` F I / STA. 308+34 00 C ICD \� 1 \ _\ `\ `\ \ `\ �� j i cV di U d) 0' 2' 4' 6' Lo (VERTICAL) • \ / i HORIZONTAL u x 410 400 405+00 405+50 TOP OF BANK 406+00 406+50 BANKFULL WIDTH = 8.8' 3.8' 1. 2' 3.8' ...._ ...._ ... ..� . ...._ ...._ .. PROPOSED PROPOSED BANKFULL GRADE Z. Dmax = 1.9' 1 1 T3 - REACH 2 TYPICAL SECTION: SHALLOW POOL STA: 406+73 TO 416+35 SCALE: 1" = 2' 407+00 O 395 390 385 , = 408+44.03 V = 385.30 408+40.89 = 385.71 1+34.91 35.71 380 408+50 BANKFULL WIDTH = 8.8' 3.9' 1.0' 3.9' PROPOSED BANKFULL ,,7 Dmax = 2.6' T3 - REACH 2 1 TYPICAL SECTION: POOL WITH STRUCTURE STA: 406+73 TO 416+35 SCALE: 1" = 2' / F ,�---------------- / / i C-1 •-----�------------ _ _F ,F E E , ,, //// ' ' ' I , / ° _ T E 3 4 ^ I �/ i o �F O I EI \ F F �- 4, / 410 405 HIQ 395 390 404+00 00 O-Ln N I� 00 00 + Ln cn M +D 0000 M LuN l (n O M cV 0000 N > � m N m H W Q> O M N Q Lu.4 II ^ ri r l0 + � O M II > N Lu N W O M II > II II > \ 405 395 N w w Ln N , rn N ?� PROPOSED BANKFULL PROPOSED GRADE -,,,,IL 00O0 M N 00 O M II II of r, 00 MO `• Q> H Lu J O M � I I N 00 O M N --- > H In LuII > Lu + 00 Ln 00- cyj rn O N /' �. `• cn Lu In w + - II> o Lu m mo80 rn + r-M m \ S•, V) LuII II > O M 7 EXISTING GROUND N cn cn_ 40 ° �• Q N W w II o � < L-u 11 cn II 400 390 0 ,r, J `) Lu < > LLJ `I w cn W S10 n J \,� I N W / \ 1 � 00 I n . • - - -\ EXISTING GROUND ��° N 00 M N �• ,4 Z% ;40/ \ c-I L- , I \ I ° I p II O 1 W ^ O M \ �\ < Lu 0 0 (n II STA = 407+12.97 N II > J "' I� Ln m ��° Ln 395 385 ELEV = 390.74 STA=1407+19.17 STA N 0 r o6 0 00 + m 00 II - = 407+54.36J o ELEV = 390.74 STA - 407+22.42 ELEV = 388.79 + o °m° II o I1� It w of r- J 00 00 ''-' � + 00O 00 M II \ STA = 407+59.21 ST/ V� \ ELEV - 390.91 ELEV = 388.79 II w ,+ M V)> ELE STA = 407+61.79 N J W II II < Lu ; STA = ELEV = 388.27 11 w Ln ELEV Q W N STA = 40! STA = 408+08.13 ELEV = 3, - ELEV = 386.09 390 380 404+50 BANKFULL WIDTH = 7.3' 2.1' 3.1' 2. 1' TOP OF BANK ••••_• •-••••1 ••••. ••-•• PROPOSED 3.1 Dmax = 0.7' 3.1 PROPOSED GRADE BANKFULL T3 - REACH 2 TYPICAL SECTION: RIFFLE STA: 406+73 TO 416+35 SCALE: 1" = 2' SEE 1.4 FOR THE WETLAND ENHANCEMENT OF T3. 407+50 TOP OF BANK PROPOSED GRADE � . /_ as/ a '_ `�_ ems' I \----,_3 _ I + 407+0"_ __ 00 10 40 `\-------------------------- \ T3 (�%� END REACH 1 (ENHANCEMENT II) ------ \\\\ BEGIN REACH 2 (RESTORATION) i f LPROPOSED BRUSH \�� - \`.� \`\\ �\ STA. 406+73 BAFFLE F-------_\ `\ �---------------------- �\ \ \ \ \�� M \ \ /.F \---------- 410----\ 8+001 02, �F/' E 405+pp'� \ W 0. \ 1 \ 1 \lu 01 CE CE Q \\ \ CE \ CE SCE CE CE -me r 2' 4' 6' (VERTICAL) 20' 40' 60' (HORIZONTAL) N ^ N (J 00 p`00 ML,�ri^ Z ON 0\ O w U Z I� Lugz� Z '1�11 U' ICI w�'i I -•-I � w N m C� a -�-j • Cl� O .o U ct 4-j .b-0 ;-.I 4-j 4� 4-j U o V) U 4� 4 Q � ooze N U Z o v v w 75 Q ° c C) V 0 N N 390 385 75 Me] 385 9ME 375 370 408+50 Ln N Ol Ln Ln N + o 00 Ln 00 O M 00 N l0 '\ lD lD N Ln - N O �p o0 r- rn 00 II + Ln 00 0 rNn + ni O N M 0000 II > 0 M 00 00 al M c-I N p M N II m + M � ^ Ln Ln� 11— W Q L> II � 0 N O a w O N w J Ln Lu a> J F- J cn W II Q II Lu o � � + 0O O� N O Ln 00 Lu PROPOSED BANKFULL pLri M 00 Lri Ln Cn W c~ w II M+ r+-I 6� + M N • J I I Lu cn W Q " p > M Ln 00 c-I rl f r1 II c-I M I� Ln rl r6 rl_ ul oo � W m �. • �, '•` `n J II W Q " w O 1O 00 rn 00 M 385 380 " > H-1 II " Lu `� M II \-+-I M `� al 0 O PROPOSED BANKFULL c~ Lu O O� M O N W Q N rn O IZT 00 • `• 11 0p0 NIc! a) Lu ~ J 11 M—+ 00 '4 30 • �4 0% • 11 Q Lu n o0 m oo a) O1 cn w N W I I M + o / H J — II Ln W w _ I I II — N W — II > M 00 Q II J I I + p p+ 1- rl p fry M rl O Q F- J Q Lu I I LLr + m 00 m N M O \ Ln Lu Q Lu `� M II 00 O Ln W cn W II > N m '� N O IO O 4 8 j c~ W I I- I I > p '- m 0+0 00 H J I I N I\ 0m0 . w Q J o m ,2. S/ , `' • Ln w " > � m + m of V1 Q W Q � � �'� W Ln Lu �� 3.40 •' (n W W LU '\\Tl 5% w 2 W ? to o3. 00 ho opo ono 380 375 00 00 cn 00 M W I I / `• . ICI ICI w al rl ` Q Lu Q w O I I + 0M0 — �,3 9 . ct Ln Q W > \ -2 5% ri Lrn I� M Ln W w N Ln rl Ln 00 r1 c'n r-I p \ \ o I\ M lD 00 om0 + M cn I_ u! r-I Ln rl ,6 ai r-i c-I II rl II — — \ 00 O 11 ^ IZT � M + M 00 \Ln 11 > Lu W N 00 O 00 > II O + rl 00 Q+l a) p 11 O II m of o0 00 00 � � 0 11 al � 1 / — H J W II al lfl Q J Lu p r_ J Q W a) > > 00 � 11 Lu 11 W w rn m r+ n N N + fn c~ " 11 Q w a w J O I I 0 M W Ln r- O w N > r1 11 O N + m > II a -1 c~n N Lu w w 375 370 Ln � 11 ILIJ PROPOSED GRADEL F- Q J Q 11 M >L w Ln a) I� Ln Lu L!i Ln + r-I m II W J Ln Ln o m STA = 410+04.99 r' �� Q "' + m STA = 410+42.10 ELEV = 378.44 0� m �� J N N 00 aa) m o m O 11 r- 00 ELEV = 377.80 1 Lu W EXISTING GROUND rn > 11 W 1� STA = 410+45.65 J Q W N + rl M N m + m o"D 00 Qo _ Q w +' m ELEV - 377.80 N GRADE 11 rl II rl _ 11 Ln r- w � PROPOSED N 0 ni lD > > > + M M + MIq tD II � > O+ m 11 Q w II J II Lu rq J rl 11 rl II f•M O Ln O 11 W � 11 N W W > > + ^ M + + rn M J EXISTING GROUND W L~ Ln 11 J 11 J W W r-i 11 N Q W N > > L~ N w w 370 365 N N 409+00 BANKFULL WIDTH = 7.3' 2. 1' 3.1' 2. 1' TOP OF BANK ••„—, ,—,,,,1 ,,,,— „ 3.1 D —„ PROPOSED max = 0.7' 3.1 PROPOSED GRADE BANKFULL T3 — REACH 2 TYPICAL SECTION: RIFFLE 409+50 410+00 TOP OF BANK 410+50 411+00 BANKFULL WIDTH = 8.8' 3.8' 1. 2' 3.8' ...._ ...._ ... ... . ...._ ..... .... PROPOSED GRADE Z. Dmax = 1.9' 1 1 T3 — REACH 2 TYPICAL SECTION: SHALLOW POOL PROPOSED BANKFULL 411+50 412+00 412+50 385 :m 375 370 365 413+00 BANKFULL WIDTH = 8.8' 3.9' 1. 0' 3.9' PROPOSED BANKFULL ,ZS Dmax = 2.6' T3 — REACH 2 .1 TYPICAL SECTION: POOL WITH STRUCTURE TOP OF BANK STA: 406+73 TO 416+35 STA: 406+73 TO 416+35 STA: 406+73 TO 416+35 SCALE: 1" = 2' SCALE: 1" = 2' SCALE: 1" = 2' PROPOSED GRADE 3' �� ,----- ri 7a 3J 33 30 30 Z' _I,,,, ' 3J 3� --- 3' - ,-' , T3 _ / / - -3g0__---- E F F F // _-------------------- __ ------ _ i F _ , � 'F F �F FF F - ✓' - 41 _ O< �0 - ---------- - _375 0 - -'- Iul 06 '�^ `__Jr / \`� �`� U, % ��- -- �\ L �%` _ �•� ,yam•; „�,,, S / 11� LAJ -_-409+00...... � BEGIN 35' INTERNAL CROSSING �� / 1 --- --____ \_ �, • z , .. Lu=------'-- __-� --- � �,��_---.� STA. 410+90 T3 < _ END 35 INTERNAL CROSSING \ \ \ \ F \��` n \ � STA. 411+25 F E F F Q I \ ------------- \ �..,, E F _--F F n ,, \ .,, of 2' 4' 6' (VERTICAL) 20' 40' 60' N ^ N D u' 00 o 00 ��o).r� Z O N 0 w U�Z I� Lu Z gz� Z p4F- Lu 1-•-1 � w N c*) G 0 ooze N¢uz � o v z N N (HORIZONTAL) Q 0 405 N 400 395 390 38 405 V 1 � N ^ N Ij11 �--� CA0000 q)\po Z ON�W cq O w u�z 00 v I� w o z rs rn .Q r�41 U Lu cq 400 co A 00��ti0 395 �� O1 c 390 C5 CIS O o U o 5 385 • 411+00 411+50 412+00 412+50 413+00 -j O 7� If 19 \ \ \ It I —,_It It It 4-1 / / / / / / l I l l 1 1 1 I / / / i / 1 —r 3J 3� 1 , 3J , 30 I /3� 3� , , / 3D ' �3D -a - 3D —T i 1 i 3� , �J �— 3J / 3� / i i / 1130 l m Y / / 1 1 \ � 00 T3A I 1 1 ON ,' M m/ / ; / / PROPOSED CHANNEL PLUG SEE SHEET 1.5 FOR THE ' , 1 I 1 1 I BEGIN T3A I I I ,WETL1 1 I I I I I 1 I I r rI) (ENHANCE ) AND ENHANCEMENT STA.411+12 / f,� , / I iI ,II iII ,I \ \ , 1I, �,1r1,�/ � ,1/,•, / ,I OF T3A. I ' I 1 1 I ; I I I I , , / , , , , , , / \ i 11 1 i i ; I ; i i l ;' , \Y ; / ,�' ' .'\ \\ \ r/ —; i / 1\ i I ' 1 i ; / �`•� v� 2+00 41 mrWn\\\ It .39s v __j END T3A / �. � /�,• \� / <v (ENHANCEMENT II) / �/ /.��, /� • V \ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ M\ \\ \\ \\ /\ \\ \ \L / \\ r �\ �\ \ �\\ �\ STA. 412+76 / o i i \ \ \ \ \ \ `\ `\ \ \ \ \ ` \\`1'\ `\ 1 PROPOSED BRUSH ` \ \ \ \ r , Iry 1 \\ \ \ \ \ \\ \\ \\ \ \ \ \ \ \ \ \ BAFFLE \ `\ \ \, I , 1 1 I \\ \\ \ \ \\ \ `\ \\ \\ \\ \\ \ \\ / I `� \I \ , ItI It Q 1 1 1 1 1 1 \ � 1 1 \ 1 � � \ \ \ -- \ � 1 � I 1 \ � ,' ,• Q I 1 1 \ 1 1 I 1 \ n I\1 1 1 \ �' 1 \ 1 I I \ \ \ \ \ \ 1 I 1 I 1 1 1 I 1 \ 1 I N'� I I t \ \ 1 I Il U 1 1 1 1 I \ 1 I 1 1 I 1 1 1 \ \ \ \ \ \ 1 1 I I I I // 1 1 1 1 I, \ 1 ; 1 I 1 ; 1 1\\ .\ \ 1, \ I 1 \ \ \ . I I I I / i 00 O N I I I 1 I I 1 \ 1 \ 1 \ \\ \\ \ \ \. \ 1 \ 1 1 I I ' I ' \I .'�// / 1-1 Lr) 1 1 1 I '� `1' lh 1 I I I I I I I \\ \\ .' O O z PROPOSED BRUSH 1 I 1 \� i \\ f1 \ N o z M \\ \\ \ \ \\ \ \\ d i ; I 1 O , , \ �/ U M v ` I I I \ \% \ �, \ y .�. BAFFLE , p \ / , _____-- rr Lo \ J IT5\ \ \ \ I, \ 1 I \ \ \ \ \ 1 , 1 I �� \ \ \ 1 I I 1 ' f t/ 1 ,. V 0 2 4 6 H 1 CD o \ \ \ \ \ \\ \ \ I 1 1 1 I 1 I 1 \ �� `\ \ \ 1 1 I I I , I 1/ i/ ,' ,' p \ \ \ \ \ \ \ 1 I 1 I 1 1 1 \ \ 1 , I I , I 1 � / � J , ,, / (VERTICAL) • o \ , \\ \\ \, J? \, \ I \\ h i ; r► 1 i `LI\ .\y \ •, \ \, I I 1 I ; / ; ; ; �/ .-' , C� v ----- - 0' 20' 40' 60' v ' v I \ �\ \ \ I 1 1 I / ' �HORIZONTAL \\ x \ \\ \\ \\ \\ \\ \\ I \\ \ f \` \\ \\\ \\ r ' \ \ \ \ \ \ I I I \ I I 1 ` . O \ \ \ 1 I l 1 , / \ 1 , f _; ��• ' - '-__-_-____ 400 ----_. U cn \ \ \ \ , r*1 \ I \ JC \ --_------------- V 111 ----------------- I I \� \ \ O \ \ \ \ \ l 1 1 1 i / i /, �'' i \ \ EXISTING GROUND 1\ 410 400 0 40 1 N oc 400 V1 � N ^ N If 000 r7 o oo 0 F r� Z O N O '� w xULz v w O O I4 w N 395 390 O� 385 STA = 505+49.00 C!� O ELEV = 383.50 �-•� 5+35.36 O r� ) 384.60 . � UI � O 380 ;.,.( P-4 500+50 501+00 501+50 502+00 502+50 503+00 503+50 504+00 504+50 505+00 505+50 )-I--'j C) 75 BANKFULL WIDTH = 7.2' BANKFULL WIDTH = 10.8' BANKFULL WIDTH = 10.8' r 2. 1' �� 3.0' �r 2. 1' TOP OF BANK 4.0 2.8 4.0 3.8' 3.3' 3.8' TOP OF BANK ...._ .. .. .... ...._ .._ . ...._ ..... ..... .... . ._ .. _ ..... ...._ . TOP OF BANK ...._ ..... .... ...._ . ._ .........._ ...._ ... TU o Dmax - 0.7' PROPOSED BANKFULL PROPOSED 3:2 3.1 PROPOSED BANKFULL PROPOSED GRADE Dmax = 2.0' BANKFULL (� v ��•I PROPOSED GRADE Z 1 `Z, r---( '}' PROPOSED GRADE Dmax = 2.5' 4-j T4 - REACH 1 T4 - REACH 1 T4 - REACH 1 zs1 N'. TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE STA: 500+81 TO 511+51 STA: 500+81 TO 511+51 STA: 500+81 TO 511+51 Q SCALE: 2" =1' SCALE: 2" =1' SCALE: 2" =1' 1L�� v- ,-------- -� -" 1G �'' 'w /33 ------------------- '-- _,----------- - 71 In ---------- ------ , �-V- � �.- � .- � �'" � -�-' w' .-' _____--- ,_-- /' -'- .-' /' ; ' ,%� ,''- p Ln 0 U. T4 -----_ ,----- ----- """" '' V- U., �%/ _- �'�'� -� J-------------------- BEGIN REACH 1 (RESTORATION) '� _ -'� -�'� --__-_, STA. 500+81 v- Q["v vl- '__--' __w- .''� /'/ v- ''G� �� -�-400 --T4 / _ ------ IG , --- ------ ------ - - _ --------- ------ �y / - ---- -^---_ I II \` v- V i/ � i y� V-' '�/ -vj' N \ \ �_ _\_ - ,- //--------------------- Y'1 \ \ `� �( �i�/ �/ --"� `/ ,'' --/ /'\ -�_= i f-` �\_��`'�`� �y/� -� ____--'________-_-_'''/ _--------- - 1! T ,' L` V- �,''�G / \ /'/-•-'/ _ / --_ , , , ,ems �°�fs - -' � \`\ {{03+ , k -/ - \ G g `..% `l �� \ \ , �� i'� '� \\ �� PROPOSED.,'`I I 1-�_---- _ _ .----------- --_' _----_-_----� ---- - ---" - .'II _ �� 1.--- \ \ (� LOG SILL r I I �/ 395 -/. .,___^-- _ - - ' ' ""-__ -_-_ _ V- v- / �` ,� 1 .� 522+06 504+00 ----- - --= _ - - _-_ - 50 00• - IN _ , __ •� -� � v- v- I � �� 522+00��, ��\ • / \ \ \ \ "\ ( - %, / ♦ \ \ \ \00 CD \\ �532+40\ I i' �. ---- -\1 - -,1G\ \� �`\ \\ \\ ��, �\ `� \ `. �� `�`.\ �\ ^`. `I N O Q - �`• \-- --_� �� \\� \ \�' PROPOSED \` \\ �� - \\ - o•\ I I `�\ �`\ �\ �� % \ \ \ �` \\ `\` \ \\�` \\ \ ` \\` I (VERTICAL) • o `K Ln \V-ic\ �� \ ---- ---- VALLEY SILL `�� . V \� \ \� `� `. ` \ - _ _ _ \ \ 01 20 40 60 SEE 1.6 FOR THE WETLAND o \\\ �� \% �\ �% ` j 0 �� `� \\ `�\ \\ `�` `�\ ♦ \ \ ` `\ (HORIZONTAL) Gi Z y u w ENHANCEMENT O F T4 . �- - '�-- ------ V- IN\ o O �\\ �/ \'\` \ CE \� \\ �/ \ \\ cJ CE \ \ \ 405 400 395 390 rn l,-.0 PR POSED ANKF LL O In la al j a) ^00 a) Ln p Lr)p0 M II + Mp Ln Lr) + r1 N o O Lr) > M II 00 + N Ln Q0 Ln � I I 11 O ' � al 00 _ rl H J 11 > M O M M O Lr) � 00 a) Q w i) 11 + ri r; Ln N w N w Ln O 00 L% W Q W p c-I 0 O 00 > O M N rn c~ w Ln I I p 00 r J —� 11 �+ Ln la I I 11 > Ln + O PROPOSED BANKF LL N W II > O m m In Q > Q J 11 II > � n M NF 405 395 Q J 11 M + O rn H Ln w J w cn w Q w J Ln II r1 o N n In w —Q w 1 O m N W 11 > O Ln cn lD rn H N J Ln II a1 v~) w 11 II > + `� Ql m M � � Lu 11 Q w Ln Lr) 0 0 II N w - • �' N w N m M LNn ai 000 o0 IQ1 / \ — ♦ H N J w O 11 Q II W N M Ln lfl O p N N Ln 0 ♦. � O 00 m II O I I Q II W + O 00 00 M Ln M la 00 a1 ♦• ^3. 0 ♦ H c/) J w II II > N O m Ln + Ln Q W N W 11 11 > � O 00 00 r 4 la N Q W � J Ln II II N o M 00 00 o0 a) p -STA = 503+49.59 N J w Q W J Ln 11 rn + Ln l0- ♦• \ • . Ln LU J 11 11 N rn ELEV = 394.06 ` Ln LU Ln v �, I 3• s , Ln w Q w O rn +� Ln - ♦• J N Ln 11 rn o• Ln W I I m Ln w M > Ln c-I l0 \ ` > Ln 11 + Mo lf) - / _ p Ln H Ln J w Ln '3 60 • ♦. -1 N > W M I I—+ M W O0 N Lr) a) M � � 400 39 / 1 ♦ ^4 11 Q LLB N Lcn n c-I � IL+n O In 11 00 \ / O • Q N w 11 11 + M M � Ln I 1 ' ' ♦, W + l0 Lr) 00 Q > W > O lfl Ln ri rn 1 p M cn J w ♦, N w II M Ln 11 I 1 / r+n M O 00 O \ �' J > J c-I rl °00 al c-I I \ `, W awl cn \ A ♦. +° � + 1:* 00 N I - •♦, N I A • II I ♦ S j. O II O 0+0 al N Q W Q L U p I I N r-i Lr) 1Ln > + M al al O I ♦, \ \ \I l~ c~ Ln > 11 LU J cn + rn O Q 35 385 w o o > "00 o / N Q wo 1 cnLn o>0 > LU I n In > +ro N Ln11 \ / Q II LU / N O r0 M O LU -Ln- Ln 00 M — 1 \ + + 0 M mrn EXISTING GRO ND N11 Q —1 wLn � N — 11 Ln + M EXISTING GR Ln p r, Ln o0 Ln ��' - \ o _ UND 11 � 11 LU 0 11 J Q w l0 11 o N Ln H W < W > N a1 � Ln N M r-I ^ N II W 00 DO O lfl ,n N 11 J O In 00 al al m rl q* al r- M N al PROPO-ED GRADE J Q W + cm O — + 00 M Ln Ln STA = 503+42.06 N w � m o ` i' o `�' o M `f) > > ELEV = 393.10 Ln > LU 0 11 � 00 STA - 50 PR POSED GRADE o Ln II > 11 LU _Ln 11 > J 11 LU Q J I,, 11 H ,,, J w O Ln 11 ELEV = II w Q w Q w Q w N c~ `� 11 a li Ln N 390 380 W V) N 390 385 s1 TOP OF BANK PROPOSED GRADE 390 385 375 370 505+50 rn Ln rn u� 0 00 Ln o + Ln Ln In o0 OM + Ql �n o m O M II Ln DLn II Lu Ln O + Ql Ln a > w w II W D ON N Lu W Hw O0 II + N 00 LnN M lD cn w II OLn Q1 a w N w II > O r-1 mLn--w-a) Ln PROPOSED BANKFULL • < Lu In I I + o m �• "' w Q w o + o L 385 380 J II II lD O o0 m rl rn rn Lr1 �• 1n Lu H > In II II + W 0') I� PROPOSED BANKFULL cn w > O L 11� M �n + w Q1 0- • Ln w II I I > c-I r1 lD M Q M � II 00 + Ll 1 ID M N ID '4 H J 0 M lD OL M cn lD O p / o cn W O � O MN c-I In m In Q H W J M� II 0--m— N o0 Ol • II II Ln II � r_ m � N w Q w Ln II +11 m � l0 _Ln__Lu <CD N J w O I I M O m a1 oo 00 — 01 cn W Q H N w J w M I I I I > cn O rq N ^ Ln O Wcn W — w > p m �o N N w M M O �p • < N Lu Ln Ln> O M 00Ln r- `2.8% I , W H > Lu p `�' N LD n I H-1 cn w 11 > � O m + lD o _ J II 0 380 375• H � Ln p M cn w > w o , �, m ,I (n w I I II �\ _32i I' • �• Ln 0100 O N > `. • '3,00 N w > M 00 'I• Lu 0o N- 00 cn W '2, � o (n W m + In ro + m , a) In O 11 00 I I Q�l 0000 • II w > + M �} In L -30 II N II a J W N Ql N I� '�• II Ln 000 m 000 cn w I \ '.moo m + �o m � � '3 0% 0 -2 9/ 0 EXISTING GROUND oLn � on � + M II J II J o II 375 37 1 "J "J I1 ' _ _ N N a J w co + M \ Ln p 11 m p In �^ O W J \ 11 w ri � °�� O c i o m + M rn � M ro + M \ PROPOSED GRADE < w O cn O 11 Ln I I 4 l6 m + M Ln 11 w J Ln 11 > Lu I� M p lD O l0 r- O r-1 00 m O II Ln w J 0 00 w `� 00 G1 rn un In In rm In Q W Q W II > lD + I� M cl a) vi � � I\ M 11 w a W N rl ri O O Ln O ^ O6 Ql ai t% H N II J O II M + � M + M a W H N + Q1 M + Ol M M + M w OL II 00 to O 11 On O II p `n 1 a w w — 11 a w W O Ln II 11 > J p II > 11 Lu EXISTING GROUND Ln> 11 a J W 11 a > J Lu Ln 11 a w W `11 II II > J N N w J w370 PROPOSED GRADE Ln c~n N N "' N cr 365 BANKFULL WIDTH = 7.2' r 2.1' 3.0' r 2.1' ...._ .. ._ ..... .._ . Dmax = 0.7' 3:2 3 :1 T4 - REACH 1 TYPICAL SECTION: RIFFLE STA: 500+81 TO 511+51 SCALE: 2" =1' 506+00 PROPOSED BANKFULL I I I I ) \ i I \ I I � j I I ) f I � I 1 � 506+50 507+00 TOP OF BANK PROPOSED GRADE Z:1 T4 - REACH 1 TYPICAL SECTION: SHALLOW POOL STA: 500+81 TO 511+51 SCALE: 2" =1' 30 ---------- 12" HDPEy.• EXISTING CROSSING -- -INV: 372.79 --- / ----- - /T4 66+00 21 -i i ��' / �'' ''/ -_ _-- ��'' / / • \• � / _ � - ' \ is - - -- - - \ A/ V _-�-- _ /'' /''/ -''/ ��'/ ' � I �--'''/ is ` /• � \ \\\`\ /^`\-'��'� � / _ `r-•/ _ _�, �•`��` � ----------------/�� •_' ''�'� +0�_ J \\ / //� •`b' FL_ �% \\\------- 507+50 BANKFULL WIDTH = 10.8' 2.8' 4.0' 508+00 1 nax = 2 PROPOSED BANKFULL 508+50 509+00 TOP OF BANK PROPOSED GRAD T4 - REACH 1 TYPICAL SECTION: POOL WITH STRUCTURE STA: 500+81 TO 511+51 SCALE: 2" =1' 509+50 385 375 370 365 510+00 BANKFULL WIDTH = 10.8' 3.8' 3.3' 3.8' PROPOSED BANKFULL E Dmax = 2.5' ?s:7 N,�ti 07 _------------------------------- 00- -- -------------------- _380 BAFFLE- -- ---- \\\ �� ----- CE /�--------- CE 1 1 PROPOSED \\ VALLEY SILL \ cFCE \ \ \ 11 CE \ I ----ce ---------------- CE CE ce cf CE f \`\ 01 2, 41 \ 1 1 (VERTICAL) 0' 20' 40' (HORIZONTAL) Ln N ^ Ih"'11 N -M r70 F omo 0000 r� Z O N O w xULz a) Lu Z gzoq 4 v I —I w N N M wIv 380 375 380 0 N 375 370 365 6 375 V1 Ln N ^ N Ih"•11 � If om0 C p �0 O r� � w gz� Z 1�w�� CA 370 000 365 Ol m C/ I J 360 C!� O o U• �--I 4 � O 3 0 510+00 510+50 511+00 511+50 512+00 512+50 513+00 513+50 514+00 514+50-I--'1 O 75 BANKFULL WIDTH = 7.2' BANKFULL WIDTH = 10.8' BANKFULL WIDTH = 10.8' 1 r 2.1' �� 3.0' �-- 2.1' TOP OF BANK 4.01 2.81 4.0 3.8' 3.3' 3.8' TOPOF BANK ...._ .. .. .... ...._ .._ . ...._ ..... ..... .... . ._ .. _ ..... ...._ . TOP OF BANK ...._ ...._ .... ...._ . ._ .........._ ...._ ... TU o Dmax - 0.7' PROPOSED BANKFULL PROPOSED 3;1 3.1 PROPOSED BANKFULL PROPOSED GRADE Dmax = 2.0' BANKFULL (� v ��•1 PROPOSED GRADE Z 1 'Z, r----I 4-1 PROPOSED GRADE Dmax = 2.5' 4-1 T4 - REACH 2 T4 - REACH 2 T4 - REACH 2 ?s1 N1. TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE STA: 511+51 TO 516+89 STA: 511+51 TO 516+89 STA: 511+51 TO 516+89 Q SCALE: 2" =1' SCALE: 2" =1' SCALE: 2" =1' • \`--------------'' y / �i`j7 ------ / \` —JIC . � \\� p , r T4 ti411 61 / \`\ 1 / T4 / \/ ,' •_ `' '� / 4��\�'`� O �; - ; END REACH 1 (RESTORATION) j / ,/ ' •� Sj4,� \\� I BEGIN REACH 2 (RESTORATION) / ; ' •� pp •;, ; I // X \\ \ 1 �\ ��,1 �\' - ` ---- ' `� STA. 511+51 S13 •� / / IN IL END T5 \`\ �.` �/ )� I/ i 'y • • ' '� .• ' , •' i it // /// REACH 2 (RESTORATION) \ \` STA.608+20 ( k�O• Ln EXISTING FENCE �' .\ '� �`\\\ �`� , / ,� ,� ,•_�� •� ...i/ i i // .00 CF \\\ T4 I \\ ' i i i I I / \ \ BEGIN 40' INTERNAL CROSSING c/ I ��\ •� ' `\ ; ' i i 0 � , u \\ \\ CF \\ \ STA. 511+10 ,,-''" ; `� `\ ; m I o CD z z \ \ \\ \\ \\ CF ` \\ % � �\ sueLo \-7 i : l 0' 2' 4' 61 CD 0 C`\\\`/ , (VERTICAL) • \ \ Ln T4 \ \ \� END 40 INTERNAL CROSSING `� \�� // `��/ \ ; / F— a� v \ \ \ \ I / \ \ \\ \ , / \ \ \I \ \ CF ` I / \ `�\ `��' \ I `\ `\ ' i i i / � W W STA. 511+50 \�\ .\ I , / u x , , / `� i (HORIZONTAL) \\ ai Z u u cn PROPOSED BANKFULL Lq 0 375 370 + o� a, '� Ln 0 Ln rn o� rr) m + 0 o EXISTING GROUND 11 M m N ^o II > O I m al al �p N r,4 rl M + Ln II ry W +'t r�1 W O rn ^ a) O m l0 J 'n 11 o6 PROPOSED BANKFULL -- II > M Ln Ln M cvi + rn � rn r(rc"r� NN Lu > Lu 0 Lr�i M I + O O 00 N �p rl M Ln Q W 11 J 11 > N W Q w i t a I I > w N w m In I I N In W r-I mI I I - M M MOl m o6 M 000 00 l6 000 l0 N W 11 > 0 `� W M II II > F- J N w H cn J w II w II w � �Ln II M N + m N W O O Q c! W Lu Ln I I I I Q W F J N W a cV) w a L II W Q LLuu II rl Q w Ln m I I c-I Ln M I I ro N O a w l0 cLnn W N Lu II > II > -j M lD (n w lfl F- J F- J 'n II W O Lr') Ln Ql v) W cn w Q > W ll') 11 + rl Ln M N l0 l0 O 0 ` + o Ln ' �• r1 rY l `+° M rn O rl 370 365 - - • �.... -1.4% Ln Lu I 1 > rn Ln r'nn �o o^rn Ln �� Lri �. , J 11 rn 'D -� % 3•� Q _Lf � w o F- J II > Q w Ln i�l a r1 �3,�0 • -• • \ N w II N W "' ,4 _ / 1 11 1 N 11 a Lu ° c~n Lu f •� �. Ln � m • rl w Ln w 0 Ol 00 -2' 0% c-I II m O O 365 360 `n PROPOSED GRADE oLn J � ,r;° m rn Ln N � W > 00 - PROPOSED GRADE / o+ rl II N o6 I � II w Q; 'i ,r, II > � 00 0 00 Ln > + m J rl w 0 w Q w o II � 0 00 `n Q W � w N W o p In 0 Ln rl O rl 0 N + rn + m 0 00 0 1 w N 00 rn Ln STA = 511+85.70—N = 364.56 + rn— 00 m ^o n II Ln Ln n J n J + M - + M rn Kt N 0 ELEV oo N o N ur � � � 000 rn LLn rn o L1°n li L�r+) Q Q In n n In � I_ 00 00 � 0 m rl I� l.0 00 w N `� 00 � Ln W N rl M W W II > > W II W r' W 00 a) It 00 EXISTING GROUNDE + o M + M O w l0 lD r- + LD M II J rl II Ln > Ql w m- L/) N Q J J Q O o O w + M N + Ln rl m 00- Ln Ln + rl II rl II + m+ m rl Q H W 11 N N W W N + m 11 + m Ln 11 > W Ln > 11 W rl II rl II rl II > N Lu Q W rl Ln II > � rl I I w rl u 1 II > rl I I Q w Q w Ln 11 Ln w 11 w II w N II W In 11 > 11 a J w 11 w Ln > N N a wQ w a W a W J a w 11 w J N �' �) Q Lu Ln `n W r% 360 355 Ln 365 360 ON 365 CD 360 355 350 345 360 V1 N ^ N Ih"'11 U) 000 Fz w O N Luxu�z oqv w 0 o Z �too",� 1-� zLu 355 350 C/ 345 r� C!� O o U J O 340 ;.,.( 514+50 515+00 515+50 516+00 516+50 517+00 4--'1 O 75 BANKFULL WIDTH = 7.2' BANKFULL WIDTH = 10.8' BANKFULL WIDTH = 10.8' 1 1 1 TOP OF BANK r 2.1' �� 3.0' ��-- 2.1' TOP OF BANK 4.0 2.8 4.0 TOP OF BANK 3.8' 3.3' 3.8' ...._ ..... ..... .... . ._ .. _ ..... ...._ . �.i Dmax - 0.7' PROPOSED BANKFULL PROPOSED v 3;1 3.1 PROPOSED BANKFULL PROPOSED GRADE Dmax = 2.0' BANKFULL PROPOSED GRADE Z 1 `Z, r----( 4-1 PROPOSED GRADE Dmax = 2.5' ty T4 - REACH 2 T4 - REACH 2 T4 - REACH 2 ?S1 N'. TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE STA: 511+51 TO 516+89 STA: 511+51 TO 516+89 STA: 511+51 TO 516+89 Q SCALE: 2" =1' SCALE: 2" =1' SCALE: 2" =1' j' , 3J 3J 3J /F 3J ` 3J / / / / ,' ,. / , ,/,� oo, Ln Z / O ;L ilk Lu / r / z� T4 , 11\ , \L , I / I ♦ , II I \\ r +00 m C�//• ''// � • ' •i / % 1 / 1a • G • . /. • • •— r// • •— • s •— ... 516+00 ..._ .._._ ....516+74i/— .. .... /,(/, r END T4 // /� , • i �..._ . .� . ._ /, ._ .... i .. REACH 2 (RESTORATION) // I � / / j j % / / � • / / //• % / STA. 516+74 uk 00 CD U / I / / I I / I / , /•%/ / / // cu r r�' /' i N d'1 u z Lo Lo 1 1/ / I 'Q� // ��'�' ,/ ,,'' ,r' ,-/'' ' i i i i ri O CD o i i i i M I / f1y r/ / ' , . /��,. p I 1 I / / 1 / •' �f pppl / (VERTICAL) • 1 1 1 IIY I , , , .- , ,- ' 0' 20' 40' 60' (HORIZONTAL) x 0 PROPOSED BANKFULL Ln O + Ln 0 --00—,.0- ON M lD LnLn + 0 Ocn Lq LnL.0 M Ln Q w 0 rl co Ln t+ 00 + LA Ln Ln L+ 0+ M o lmo r_j r-I M Lr) M_m PROPOSED BANKFULL I- N J W II II � Ln O O M Ln -1 M II pop Ln II L j L11 r_q 00 lfl II II + N O Q W Ln II + " > EXISTING GROUND M Q w Ln " > � m L^n -I II Q Ln Lu_ 11 Q > Ln m Q Lu w Ln lT J II "- Ln LL' > W j 1p w w L 1' 11 Ln L! l° Ln I I L Ln Q J Q W L M cIi 0 L~n Q WO o Ln w Ln " W 0� 00 rn 0 LLnn 11 Ln a) (n W Ln L+ LL n \ J N w Ln m lfl O oLr) M 00 ' rI M m 360 55 \ �� > L o EXISTING GROUND • \ Ln Ln Q w _ _I 11 _ M lfl S09 aw aw \ LnwQW �M N� N Ln w_ ci �. (A Lu Li LuO o II Q �l+D Lu � M O Lnl0 \• • \ ' \ c S L j Ln M \ \ Ln Lu 11 + M 00 �p o Ln II S Q Lu�• H W M Ln II ^ N 00 \ ' II I W `1/ \ \ N Lu 11 > Q + Ln J LuLuLn \ Lu N rl M II Sao ' �• 11 a W �\ W Lr) 355 35 M r1 • �, Lr 00 \ - 0 1-: Ln r1 Q0 + Ln r- M 00 N II 0 00 '9 0 11 Lum Ln 111 r_ Ln O N r1 O 00, J rl w_ Ln II rl + Ln M + M Ln o6 r4 L~ W 00 Ln Ln 6) Ln I I Ln I I + M m� Q � w + M—M c�-I II m 11 Q w>� J O o II J Ln II O Ln Ln In LLn rl N Lu Q Lu > + f'n J � M Qom, r1 N Q w Ln n Ln > o Ln Ln Ln w Ln N II > w + m oo � cn 4 Lai < Lu Ln..> II m 35 345 Q w + M Ln 11 w + m N II L n H LuLn11 > Ln O lD M 11 J co + M Ln In PROPOSED GRADE N Q w m N w � II r- Ln Ln w M V) r-1 II Ln > 11 � Q w c-1 II II J Ln > Q Lu (/9 II Lu _11 Lna Ln PROPOSED GRADE 345 340 405 395 s1 405 m11 395 390 385 602+00 PROPOSED BANKFULL 0 Ln m �o o 400 390 Lri 00 0 rNi o^ n II I o m ,°n' o M I1 o Q w w II + 0000 c-I M—+ o O+ N m EXISTING GROUND vv) Q w o o ` N w II II p � 00 uI II �— \ Q w II + 0000 Q w \ N wQ M w lfl H J v1 w \ Ln 11 w 11 > o v1 W + N M00 Ql \ 1pD n 0000. o EXISTING GROUND � t m o + I� _ _ — _ 395 385 —\ , Lu Ln Lu Q w m + r-i C5 o m N w M 11 'S1 l0D Q � > w—p \•� V) w w � PROPOSED GRADE •� � o I I \ 7T • I\, H N 1 I �� 390 380 o rn 00 o r-1 00 I ri + M cn � + cri 00 \ o o I � Q > �0 Lu Lu < 11 J w Omo + M 11 N O N v) - rr-I ONO 00 u1 N W O lD Ln Q w �+ 0 M 0+0 00 0M0 00 lfl O N O II O0 w1° 11 > C1 n ccq � o + 00 0 M_m � O n M Gl 00 11 J II LuH Lu _p o0—Ln + M� m C~ LuO� II' w> 11 0 Lu> 11 Ln o Wp II N II LuQ Lu11 Lu -i II w Q w L H Ln385 LuQ N w 375 Ln 602+50 603+00 603+50 , / ,A uo �J �c / , 33 , 30 —f 30 ,d'J 3J; 3J ,•' 3J400 Z / V_ / V 604+00 5�' '6 604+50 605+00 395 BANKFULL WIDTH = 4.3' TOP OF BANK 1.5' 1.3' 1.5' ...._ ...._ .._ . �.._ .. _ ...._ . 390 3: Dmax = 0.5' i PROPOSED BANKFULL PROPOSED GRADE 1 ''' T5 - REACH 2 TYPICAL SECTION: RIFFLE STA: 604+35 TO 608+20 SCALE: 1" =1' 385 BANKFULL WIDTH = 6.8' 0 00 TOP OF 3.4' 3.4' 11 BANK ...._ ..... ..... ..... ..... .... ...._ ...._ ..... ..... .... .... w J w PROPOSED GRADE .t 375 605+50 / / I 3J i 1 3J 4 -- 301 — 3J I 1 3J 3 Ln J i 00 �. I / _ � -'may ` ---- END REACH 1 (ENHANCEMENT II) BEGIN REACH 2 (RESTORATION) \ `� \ I -+- INN\� \\ \\ \� i STA.604+35 i i i Lr) \ NN\ X \ 1 I I I I X I S\ \` i �� \Ln 00 I I v / CE �\ �\ �\ \ �\ I I CEO CE CE CE I I \ I W \ \ CEO CE �� I 1 i I CE I CE I I I CE CECE CE CE CE �I— CE E �� E C CEO CE \—\ CE `�— \`�� \\ \\` (� \\ I `\\ X SEE 1.10 FOR THE WETLAND �'\ �'\ \ ',\k ENHANCEMENT OF T5. \\\ ; i X x I I / TOP OF BAN K PR( Dmax = 1.7' 2.1 Z 1 T5 - REACH 2 TYPICAL SECTION: SHALLOW POOL STA: 604+35 TO 608+20 SCALE: 1" =1' BANKFULL WIDTH = 6.8' 0.2' T5 - REACH 2 TYPICAL SECTION: POOL WITH STRUCTURE STA: 604+35 TO 608+20 SCALE: 1" =1' PROPOSED BANKFULL PROPOSED BANKFULL 0' 2' 4' 6' (VERTICAL) 0' 20' 40' 60' (HORIZONTAL) U0 Ln N ^ N H C 000 p 00 O 00 r� Z w xU�z Lu Z gzo d) w F" N M 00 0 ooze N O U z Lo �CD No • N v �W� v z A ° A u s1 385 1 1 385 25 25 STA = 605+78.06 ELEV = 378.67 lD + � O M 00o O oPROPOSED BANKFULL II II + oo O Q JO O m N l,0 II + ^ O 1+Ln > O M O lD `" "'—� < J °+' f—o ^ `Do N BANKFULL WIDTH = 4.3' O m c/) w II M O N m M > O N M N II II H J to II — + ^ oo TOP OF BANK 1.5 1.3 1.5 11 10 00 . > o c~n w J �° II II II 1° o M Dmax = 0.5' 380 N w Q w —Q w—� ^ 11 380 3:1 3 j PROPOSED BANKFULL \• �. N W H J o Q w PROPOSED GRADE N W O O M r `� fZ Ln w ,S Qo r- lD + O �\ �• �• M 1° 11 11 `° m Ln T5 - REACH 2 \ S8 o o m N W i° " o m TYPICAL SECTION: RIFFLE a N Lu W �° N o STA: 604+35 TO 608+20 J Q w o M o o SCALE: 1" -1 I J r v) w cn w Q0 o o m \ J II r N 60 1 \ Qj •• N W > O MI I IOQl—OS J +O D O m �OON w > +Q r- N D375 NOO— 375 M \ NW> 1-0 +N HJ II 11 o m to ai oM a; o m r4 N N w N w--� o m `^° BANKFULL WIDTH = 6.8' Q w IDI w o n c~n w Q w I I o rrn + 00 o N TOP OF 3.4' 3.4' Q w+ M � O $ ,4 � J Q w 1D I I— 0 can + oo BAN K F- I n r- M Qj 6% to w J 11 00 lD cn O II L N w Q w II 11 0 M ...._...._...._...._...._.... ...._...._...._...._.... .. ID w m oo I� \ /\ cV) w Q w II II Hw M \ \ Lu O II m PROPOSED� N w 00 N "' GRADE 11 p II o cn MJ � w-� w-� M Dmax=1.7' 1 cn W 011 c~n 11 NlvD) II II + / �\ EXISTING GROUND Q >+m + m V- ~II J � t.0��370 Q W > N rri 370 3 OF Ln Lu + ro v w �n > 0 f) o0 + 0 0 PROPOSED GRADEQ m m 1 2' J � Q0°° aom� +rn MLn Ln T5 - REACH 2 11 Lu 11 Lu 'I o 1�'00TYPICAL SECTION: SHALL OW POOLQ w >N N o w II u—MN dl o6-lD 00 SA=608+20.00m r- m � `+ oo6 STA: 604+35 TO 608+20V) 11 JQ W + M ELEV = 367.44� N 11 o O 11 0 11 r- to SCALE: 1" = 1' cn ID > Z > Z > C 11 � > + m STA = 608+12.84 a w Q ,J Q IJ 11 J Q w "D STA = 607+82.21 ELEV = 367.45 N N V) F w N " J ELEV = 368.00 STA = 608+03.89 365 "' N w ELEV = 367.42 365 605+50 606+00 606+50 607+00 607+50 608+00 608+50 33 • 1 , 1 I l l i J, T4 BEGIN 40' INTERNAL CROSSING STA. 511+10 END T5 - REACH 2 (RESTORATION) STA. 608+20 I I I I 0�----- \ --------------b� -- EXISTING FENCE ------------------- - - I\ L� \ / / L---------------- ----------------------- TOP OF BANK PR( BANKFULL WIDTH = 6.8' T5 - REACH 2 TYPICAL SECTION: POOL WITH STRUCTURE STA: 604+35 TO 608+20 SCALE: 1" =1' 0' 2' 0' 20' (VERTICAL) (HORIZONTAL) PROPOSED BANKFULL PROPOSED BANKFULL 4' 6' 40' 60' U9 N ^ Ih"•11 N � r7 F� cn 0=0 "o\0 P4 Z '� O N O w xu�z 0 �v w Z 1-� ZLu N M co 0 ooze N O u z Lo �Lo CD N o • N z Q n u 350 m �q Oqn In a ti 350 O m O m O m O+ "'I N ^ M in a O II ^ II ^ II p m-^ V II i1 a w Q> Q w ^ II o^ m Q w Fryry.( cn PROPOSED BANKFULL w to w N w N 7 cTl C EXISTING GROUND •••0.4%••. ,, V n a + I o2� m o m m o Al0 p_qq° app _ �_ _ / ' • �... a w Q w ^ > O mO al w c4 F C w II 00 -n.... '1. U% I �.. 3.�� F ul II } O N 345 1:8% n w-F J p m + 345 n PROPOSED GRADE \J \I I 3.6k10I~if w II > 00 m amo w ^ ° o m a I I \ •� \n w Q J rn m STA = 707+08.81 ELEV = 343.58 -35g� ^ w Q1 O Q STA = 707+05.26 / Y _ _ Q� 340 ELEV = 343.58 340 °N°_0� N STA = 707+36.03 m + m ELEV - 342110 o u 707+41.30 3.1 0 u w-u w N m^-�342.10 ELEV= r ,~i\ w N w Ean a n a n oui o m-^ m + M+ M + m-+ m STA = 708+77.64 on u n II n II oW o ELEV = 338.08 J wOw www u u ^-^ STA=70+65.97 aw 8ELEV.08 335 J 335 704+50 705+00 705+50 706+00 706+50 707+00 707+50 708+00 708+50 709+00 709+20 BANKFULL WIDTH = 9.0' BANKFULL WIDTH = 12.5' BANKFULL WIDTH =12.5' 0.5' 0.5' 1.2' �- 3.6' 1.8' 3.6' 8.0' 4.0' -�l 10.8' +' ~ TOP OF BANK TOP OF BANK TOP OF BANK On O ...._.... _...._.... _...._...._....._.... _.... _.... _.... _.... _.... }...._.... _.... _.... _.... _.... _.... _...._...._.. .... i� PROPOSED) PROPOSED PROPOSED I PROPOSED PROPOSED PROPOSED GRADE 3;1 I max=1.2'I gA BANKFULL GRADE Dmax=2.0' 1 BANKFULL GRADE Dmax=2.4'0 � BANKFULL 4.1 U O 1 4.S:1 h' T6 - REACH 2 T6 - REACH 2 I T6 - REACH 2 -6� O '0 TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL I 4.3' TYPICAL SECTION: POOL WITH STRUCTURE I Z STA: 706+12 TO 709+15 STA: 706+12 TO 709+15 STA: 706+12 TO 709+15 SCALE: 1" = 2' SCALE: 1" = 2' SCALE: 1" =1' 3J �y 3J i-I i U _ -----y 1 - 3t�0----------------- --, ~�,37 , _ _ 2' 4' 6' --r ++ ------ - `•� (VERTICAL) i\ ___ _ _ _ ___� OS+�� __ x 3J i / ii i ` � � / 3 3�� 37 � 37 '� '�� REACH 2 (RESTORATION) ,� • `.� � OlRoarzorvTAy _ R 33 � 3J �-- STA. 709+15 O N, •� 'R\ ,/ PROPOSED CULVERT •'/ ;b� _ `I' �W `)L/\.\�'y�� 40 F� r 09+00 �06xooJ._�� ' INTERIOR CROSSING 709+15 STA.706+65�,_ �I END 35 L� .35 ._ �._ - J/ l �I ��ism' J' + \ V 'Y� •` �% i i / DANIELSCREEK T6 - '+� i -• l� �- _ �_ f i /� e. , ' END REACH 3 (RESTORATION\ O / - -- _J I / f BEGIN REACH 4 (RESTORATION) I END REACH 1(ENHANCEMENT II) - i �-r_- _ - '='� �t i i ^! cE BEGIN REACH 2 (RESTORATION) �` _, \_,! = _ _ _ _ w `� �� •ti f /L STA. 121+78 Q cE BEGIN 35' INTERIOR CROSSING -%)* _'----- - - s ' / / li / /� ��\ '_r _____ ________ CF �� O .=F�� C... N I cE cp STA. 706+30 / �`� V ' �• - / ! �� cE Lu cE--- v q Ilij z I \ Cp \� = I \ \ cp \•T U ------------ \ 'i� •�� W W ' + CA `'. pi ___________________ _____" W W y W y W W m / 1 ---- T' ____--- ___ r i i 1'� i a o n i 400 395 75 0m L"s 395 390 385 O 00 m 00 + N 00 -- m \� 00 395 390 11 II Q w w �r \ rn I I 0`) o O 00 00 m 00 W ^ C C f N w O C 00 � � N L I II 390 385 A Y/ \/ PROPOSED GRADE �l v \ 1 I 385 380 EXISTING GROUND -]EXISTING GROUND 380 375 1+00 800+50 30' WIDE\ /CAROLINA POWER & �y LIGHT EASEMENT `v \ D.B. 320, PG. 16 y y y 801+00 - 395 - 390 - 385 :m 375 801+50 802+00 802+50 803+00 803+50 804+00 EXISTING FENCE /------" yam_ STABILIZE HEADCUT ; ------------- ' �`--- y " ' .v 802+00�_' 8 --_� , / �\�_— ��\_ _(� � y 3S �' `� /�i/J `��Icy ' 5s / y j 804 Q�- 03k0 I1=\_i/ 41 ---- � BEGIN T7 od REACH 1 (ENHANCEMENT I) `�---_39S ``,` -\\ STA.800+59 ``-- ------ `- --_ ``----------------- --- — CE_CE CE CE — CE =� CE CE _ C� _ `CE �` _ E y y ----- CCE _,,CE` CE'-r— CE 2E�,� CE CE` CE y---- ----- 41 ------- / - - ---------- \-`--- 0' 2' 0' 20' (VERTICAL) (HORIZONTAL) 4' 6' 40' 60' UO Ln N ^ N � M U7 00 O`00 oN z O N cc);" � Z n '1�11 (6 I -I W N m a r-1 .o U c .b,0 4-1 4_j rt-1 U o U r�4-1 0 ooze ¢ u z � O v v W 75 Q ° Q V N m N 390 380 390 385 375 370 804+00 M M00 00 N Ln PROPOSED BANKFULL O m + M lD r 00 II 10 r O M O 00 M� r'n M 1Z lD 11 II + N 0O M Q w Q W 00 cn lD (~ W N W (~ Lu rl M Q Lu J frn 00 m Ln Lu II I I + O 00 In r o rn + 000 N r 385 3 5 •, 4, p 0/ a w Ln W r M 00 + o r M p cn In PROPOSED GRADE II 00 II 00 II + � `• Q w II � Q w -� M N PROPOSED BANKFULL N w �-i Ln� o PROPOSED GRADE J II II '' cn Lu + 00 w 69 (n L u Q > Lu lfl N dl N \ r W fn M N o0 ` o c~n O m I I o0 O m 00 w ,S 1% oo Ln r m _ , `. ,3. 0% a w � M I I 11 rn I I r 4 M I �__)oi c~n w II Q w Ln m +rn N ^ — �• _ v~i w O 00 00 m 0 0 00 CD W Q W II �O M 00 �Lri H J a W \ _ \ Ln II Ln M Q W J II m m lfl r rn rn p •. \ H J ^ 00 > O •� O II II w J 00 > `2.8/ �•. �. 10 00 II W a i— W II J- p . 1 Lu '�• L � Ln old _� ` `4 Z n Ln � W N j ' �. r14i� + m cvi O m O k.O + M LX lD o 00 II W + W r M 00 r + m W `_1 r� rL oo rn o c-1 W 00 II _ - �? p — 375 365 a w W O 00 II w O II °° w + M II o II a w w N O N rn N L Q w Q w 00 w—N 1 m r- Ln� \ N N Q w o m 00 o 00 M 11 _ _ EXISTING GROUND rn m O M W cn M Cn rl N > > Ln r-I r r II w II w Ln 110 W Lu N r � M r + M + M + co ro `•" `" N m� o ro 0 11 N M p II 00 II 00 o0 O o0 � Ln 00 o0 r-I i + r + M m 00 o o > II > II Ln EXISTING GROUND O 11 II w � + M J W J W � � M N � M 00 11 00 > Q w + Ln m o 11 H N H N 00 II 00 II II W 11 Lu J (~ Ln II 00 II > O 00 > O 00 > Q c~n LuH N W STA = 805+44.68 00 11 > J J L" II Q Lu W 11 a Lu W ELEV = 375.12 N Lu LnL (~ 370 360 804+50 BANKFULL WIDTH = 8.1' 2.7' 2.7' 2.7' TOP OF BANK ..._ ...._ ..._ . i.._ .. _ ...._ .. . PROPOSED 3:1 Dmax = 0.9' 3,1 GRADE T7 - REACH 1 TYPICAL SECTION: RIFFLE i 805+00 805+50 TOP OF BANK PROPOSED BANKFULL PROPOSED GRADE T7 - REACH 1 806+50 BANKFULL WIDTH = 9.3' 4.0' 1.3' 4.0' ...._ .. ...._ ..� . — • • • — • • • — >:5�PROPOSED BANKFULL Dmax = 2.0' :Z 1 1 'L TYPICAL SECTION: SHALLOW POOL 807+00 807+50 TOP OF BANK N ^ N c � Z cz O N � O w U�Z I. w gz� Z � 'ebA� v F•�I w (~ N 375 370 O� 365 360 808+50 BANKFULL WIDTH = 9.3' 4.0' 1. 2' 4.0' PROPOSED GRADE 1 Dmax = 2.7' •S T7 - REACH 1 1 TYPICAL SECTION: POOL WITH STRUCTURE STA: 800+57 TO 812+89 STA: 800+57 TO 812+89 STA: 800+57 TO 812+89 SCALE: 1" = 2' SCALE: 1" = 2' SCALE: 1" = 2' Rt ----------' - --------------- 00\ ____ ---'''' ' � '� - / .d ,----- 7+00 �. --;., INV:367.78 --- `� 80------ Lu s' -`_ . \ IN IV // / �•�-- -�� i• J �, 24" HDPE may' I 0 \� $t� / Q > - _ UI --- _ ---__---; - QrP-. ------------------ \ ��• 1 \\ _�_ -may• _"----------------- INV: 368.32 �\ \ ' ` IV ; V i /' �. i'i' � _��/ - ,'-�'9' • ' '�,�� =sue _ \ v \ \\ \1 � :\ \� . y `\ `. •'�� Jae � rim .'_ � v:-•-:.; Y :, �, F I I _ CIE`\ \ `\ C I IN, cil / \\ CE \ \ `N` \\ \\ \` CF CE / N." \` 1 •�� \` �CF CE �``�\ `•`�\ ` -IN1 I CF\ y PROPOSED BANKFULL 0' 2' 4' 6' (VERTICAL) 0' 20' 40' 60' (HORIZONTAL) 0 cu 0 o Z � � No�u Lo z � O H m m N 0 375 375 365 365 N cM-1 N r-I ^ c� p\ 00 00 + 00 c-I H U O O � V) � m ^ Z 1t��r� 0+0 0 °° 11 rH L o w U�Z O m 00 > r1 M Ln 00 r1 w o Z °' 00 n 1- 00 PROPOSED BANKFULL H Lu 00 11 + � oo z ° v II %� bA u In W > c-1 Ln M c-I I1 (J ,G? ^ a I I > M I Q w r1 M + Z `� H >~ O J D Ln O 01 N LU O M p0l fh 00 U) W II M-O w P/ 00 + Lnr1 1-4 rn Ln + Ln > o m LU 11 0 370 360 v~i w o1 >_ M C M _ N 370 - J o0 11 O M -� N H J II II ��i(� N W Q w 00 11 + M PROPOSED GRADE N w Q w Q w > rn unn w J 000 M Q+1 lD ^ c~ w v~i w Ln w 11 11 C:) m �ti Z% I ' • • . Q w II II M N ° I \• • ' �3 S� PROPOSED BANKFULL U0 w J + 00 Ln 00 � O . cn w o M 00 Ln • • -2.1 % 00 11 o M I I 40 M • _ Q W 11 I I 00 00 o t- w < Lu II00 + ri 11 lu� � ' -" -0_9 •-•.ti 0 _ - cn w 00 11 + O l� - • '- - v O� C�C1 00 AQ Lly 365 �4 S% Q J 00 11 00 0 o M o 0 365 355 - -2.2 ° 355 �� c I F_ J II -1 M Ol �� Ln O I ,4 Z/ ' cn w Lu 0011 O m 00 - ° ' • , N W N w II PROPOSED GRADE __ '•• Q w LLn m • . , (A u N Ln o0 Ln STA = 812+70.84 L � �. � rn � ELEV = 354.46 + m '4 8� r1 r 00 _ rn kD 000 11 lfl M ° r+-1 m r+-1 m Ian Lin cM m m vi • ' • . 3. Sj r1 11 r-I 11 + m 1 i N I 00 > 00 > r1 L.p Ln r1 II LLuu _ O M ,4 I I J I I J O00 > m 11 w 000 Ln- cn 00 > o m I� m I - - - 8� ' �, w w n J 00 11 Q w J Q0 Ln I - -- -- �., 360 350 N N l < w Q w Ln N m II W N OO N 00 � 360 Q w o. m M_ _ N m m O M rn -� -STA = 809+73.91 �' 00 II 350 co m N� ran k ELEV = 361.23 4 N m o� w 000 000 > + m + m_ STA = 809+81.68 /��\ 00 1:* < w 11 O 11 EXISTING GROUND + M cn 11 J 11 J 000 > 00 > ELEV = 361.23 r1 Q w Q w c~n LU Ln w*_j _ STA = 809+85.71 _ I 00 >�, ELEV = 360.79 STA - 810+76.02 II J -N • EXISTING GROUND STA = 810+18.01 ELEV - 358.68 < W ''"'� r--•( STA = 809+94.29 ELEV = 359.48 ELEV = 360.79 STA = 810+33.82 STA = 810+63.98 ELEV = 359.48 ELEV = 358.68 I O STA = 810+60.81 U STA = 810+54.78 ELEV = 359.16 ELEV = 359.16 355 345 355 345 b 808+50 809+00 809+50 810+00 810+50 811+00 811+50 812+00 812+50 813+00 0 '� BANKFULL WIDTH = 8.1' BANKFULL WIDTH = 9.3' BANKFULL WIDTH = 9.3' -N 2.7 2.7 2.7 4.0 1.3 4.0 4.0 1.2 4.0 TOP OF BANK � TOP OF BANK TOP OF BANK � ..._ ...._ ..._ . 1.._ .. _ ....- ... ...._ ..... ..... ._ ..... ...._ .. ...._ ..... ...._ . .. ._ ..... .... .. U PROPOSED 3. Dmax - 0.9' 1 PROPOSED PROPOSED PROPOSED PROPOSED r lCU 1 3 BANKFULL BANKFULL PROPOSED BANKFULL Cn �.J �+ GRADE GRADE 2 Dmax = 2.0' GRADE -1 7 2 1 Dmax = 2.7' ti 4� 4-1 T7 - REACH 1 T7 - REACH 1 T7 - REACH 1 TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE STA: 800+57 TO 812+89 STA: 800+57 TO 812+89 STA: 800+57 TO 812+89 Q SCALE: 1" = 2' SCALE: 1" = 2' SCALE: 1" = 2' i/ ,i' ,// j / / / % / 1 I 1 / /^III•' 1 I I � / ----- t I ----------- ,- / ' ;/ DANIELS CREEK ---- END REACH 2 (RESTORATION) -------'" - -' I__, BEGIN REACH 3 (RESTORATION) ----_,---------, ,,,- ,_,_,--''- �\ STA.108+76 -'---------------- '' END T7 w� 8�2� - `11 \ I REACH 1 (ENHANCEMENT 1) I "- -- - - ♦\ / / a0 ` I \ I STA.812+71 IV _ - ' , (Q� i ,'/ �!_�T - - �, - `'` �O' -fit / % i'•/� -' \�\y� / / =• \ 1 y` / ` IIl P / I I 00 O \ \ / / rn 1� LA 0 ♦ \ 00 --_ N \ \ ♦ 1 - 1 \ ` 1 / / / I 00 O 0' CD 2 4 6' r � o I ♦`♦ \ 1 \\ ♦ \ ````\\ \` I \`� I / (VERTICAL) • o \ \ ♦ \ \ \ `. `. J�6 \ 4" PEP i J1 I `\ \ Ilw \ `♦ \ `♦ ` `♦ `♦ I \ 1 ) = -Q- CE ' y k w \\ w �k w +% \ 6s p\\\\ `�\I INV: 355.00 M �yl�� o_ C `v�rt c - Ic 0' 20' 40' 60' w a� I7 \ \\ \` \ ♦` ` `` \ I IC - IC \t� ICI I'' . O \\ \I I (HORIZONTAL) 5i Z v u w m ty `L\\\\ `L Y(\\` `L ----♦ \\\\ `.\ 'CLCF-� IC `\\ IC \\� \) m 0O 11\i I Q ° (� U U) CE \E`\,` \ \` 1 `) I I 405 O 0 0 rn O o m M "o rn 0) II + ri m > �1 Ql 00 Ln w II Q > L.L.I O O M `� O L/) _ LUN 00 - + rI 00 M O N M_O 01 ^ O 00 400 Q > w 0 rn m II II Q J-o Ln m L~n n > Ln LU Lnw I I > Lu Ln w STA = 901+12.48_ ELEV = 397.23 395 �--- STA = 901+14.14 ELEV = 397.23 J90 o °N° + m 0 n rn II J - a W Ln O r_ O I- O M + M O n Ql II W w EXISTING GROUN 385 -1-- 901+00 405 395 I� m 00 N o 00 � w o Ln O O M O M m t.6 00 II II II O QIl M II > w 11 > W 11 > w I- J V) N N W Ln PROPOSED BANKFULL _ N ai _ _ _ \ \ O ci M po 0 00 ICY-)• + 400 390 `• 0')II n M Q W J II Ni `S F- N LU II > rn 1D o Z/ c! LU Q rr LU + c ri J- rl rn o Ln M S Ln LUp M + N 1 6i I I N O 00 m a) o r- LU II -oi � � PROPOSED r- LU Q cn > + M 'n GRADE + N J N W M M p M Ln a) r j O Ol M Q II > W Ln p 00 + N II Q H > rn Lu II J II > t! N M p rn V) W Q H . W J W al 0 Ln W .90 • Q � Lu L~n w m + cn 395 385 00 N 0 m o Ln Ln Ln r- II p - II + cn oi Q4l 9� o Ln L U I I 11 - + M > o II \ Q J WIn LU N W rn � I� N N rn STA = 901+75.01 00 01) m � m ELEV - 393.23 0 O II � STA = 901+79.68 O1 Uji > �I 11' � � ELEV = 392.74 Q , Q W PROPOSED GRADE-N + m - N STA = 902+04.61 rn ELEV = 391.74 Q w H STA = 902+22.98 ELEV = 390.56 STA 902+30.00 ELEV = 390.15 STA = 902+35.49 ELEV = 389.84 901+50 902+00 .:t Ln 00 N ui c* rn > II LU Qw WFU 902+50 l m PROPOSED BANKFULL M Ln N m CD I\ rn OMO � r\ al +11 00 N n Q o w rn M II N Ln. W a J 390 + 00 M M M Ln rn w II > LUm M N LIl + oo m � Ql � m � n w m rn II n M m 0 Q w II II > Ln w 1-- J cn w ,4 Oj � • on immommimm 00 + M O I I O Lin LLn ip rn w cn 00 < LJu + O M O + Ln M cn I I o rn w J � n rl L! 1 W I I J Ln Q w + m N O II _rn Ln rn w 00 00 n-i W N M O 00 am > M II J II >u W II L cn w Ln EXISTING GROUND 903+00 N + 0000 m pp O O II M 00 II J + m- Q w MO II t! CYl > II w a W Ln a) I- * 00 M DO m + M_m Q II O II II rn w w n w Q w L NLn a.*A, 338 0 ---+ 375 903+50 BANKFULL WIDTH = 4.5' r BANKFULL WIDTH = 6.0' a BANKFULL WIDTH = 6.0' 1.4' 1.17' 1.4' TOP OF BANK 2.2' 1.7' 2.2' TOP OF BANK 2.2' 1.7' 2.2' TOP OF BANK .._ ...1 .. _ . ...._ .. _ . �.._ ..._ . ...._ .. _ . ._ ..._ . PROPOSED Z Dmax = 0.5' PROPOSED GRADE 8'1 2$'1 PROPOSED Dmax = 1.1' PROPOSED BANKFULL Z1 i i ti PROPOSED 7 Dmax = 1.5' GRADE 'Z BANKFULL GRADE 41 T8 - REACH 1 T8 - REACH 1 T8 - REACH 1 TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE STA: 901+10 TO 904+18 STA: 901+10 TO 904+18 STA: 901+10 TO 904+18 SCALE: 1" = 2' SCALE: 1" =1' SCALE: 1" =1' SEE 1.12 FOR THE WETLAND ENHANCEMENT OF T8. !am 1110 3D 3J 33/ 3J �,' 3J ,' 3Jj -r 3J / 3J \v i .y i qY / / /� / �{l� / / / / / -- _ ,4 INV: 388.43' ,, ' ' �' 18" HDPE \ o. a I . / :903+00 '•.� �' �. `-� /INV: 389.89 - --- a , . -902+00 4. BEGIN T8 / I �\ Qi REACH 1 (ENHANCEMENT 1) �� - �� I \ `� `` Q' STA. 901+10 INN\\\ EXISTING ^CROSSING TO BE REMOVED It I \ CE I 241 PROPOSED BANKFULL 01 2' 4' 61 (VERTICAL) 0' 20' 40' 60' (HORIZONTAL) 00 N ^ 11�11 N � n �j C 00 ono 00 rs, Z a` oNC7, o LL I� W ozoq Z >~ H w H 3 w N m 00 CD 0 o Z uLn z CD v z v u C� P, Ca u m N 390 390 385 385 x rn STA = 903+61.93 STA=905+08.84 ELEV = 383.59 Ln ELEV = 376.70 C/) Ln + M N ^n N O rn L 00 IZT00 00 � 111 I I ^ 00 0+0 N r14 p ON - O Lr) 00F+ 0 w 00 + rl O Z ONE H J M 00 O ro a Lr)0 cn + a1 � L/) w O m a) + r-1 O M In N In U Il Z a� I I I I 11 M (3) I I 0 M -1+ w O Z� m II > Q w M M Q w II II M Z o 00 .� H J (n Lu II II M Ln Lu < J 11 . O (D .- N W Q W-O al N N W Q W Ol v.. N J+ o PROPOSED BANKFULL J + O �-� w �? `n W T °' M M `n "' 0 M L 11? PROPOSED BANKFULL H w oq � m cv N N 385 380 m m + r m 385 + 11 II m N o II o rn 380 M c Q w 0 M � + ,n < J rn II • ,6 N W 11 > �+ r_I°n) O N O m � Ln N w Q w O • 00 Q W Q W O M + a� II 00 o c~n w N o J H J al 11 � N c-I II O 111 cn w w I I > rn M O Q w m I n + c\l aa) Q W 11 + O O H J L j r- al In I� M N J- II > M-rn cn W O M I� O o m \' Lu J- II > III I•.�o N w O m I i r- c~n w II �� omi a) ,4 N W< J �' I I 0 m a J , I\ �i 3i v� w \ 11 > cn w � �0� _ o + � W Q W � N J o `3,0• • . .3g� 380 3 5 N W °�+° 380 11 Lu i O m 375 rn N \/ N o- m �3 3i M O -� w G Ln o on 00 oNmo 0 11 o6 ^ ,4 ' c'n c n to rl I I w O+ m u+1 M S% ' ` 90 a) � 11 Lu m ro < W \ Op I I col > 00 rn o J O I I 00 a1rs! _ HW H w- w N �o 00 11 _w_I Q w + M M cn J In n Q W In � cn i N H W to r- m 0 m N N > In M c/) N -00- - d> a1 rl a1 O 1 I al N `� II Lu O II IM O I� N al > rl N J O N 0000 0000 m m I I ri Q W I I w ` 375 c+n M rn u_ 0 11 W m 3 5 370 N Q W Ln `�' 370 0 11 II w 11 w �' o II N O II m� a, J H W H W Lu mt 00 11 Lu w 00 w II J 00 � W -N - a' Q w 00 � u�i 0000 00 "' m m STA = 905+96.90 I� o0 I- c-1 Ln N ^ Ln O II + M M r- rn > ELEV = 370.33 (� v7 EXISTING GROUND + m vj + m In M o n - -STA = 904+86.93 o II 11 -Ln `" a, 11 ) PROPOSED GRADE J ELEV = 377.21 °i J Q W °) N o ..� • J + M Ql I N `�' STA = 904+93.47 N W N N W -o n -� O ELEV = 376.62 M 11 w + M W 11 U II Lu +1 370 365 EXISTING GROUND w y�y�� 4 �-+ 370 PROPOSED GRADE "' 365 b,0 L_ �I j O 7" 903+50 904+00 904+50 905+00 905+50 906+00 .� 17, BANKFULL WIDTH = 10.3' BANKFULL WIDTH = 10.3' BANKFULL WIDTH = 10.3' OO � 1.5' 1.4' 1.4' 1.5' 1.4' 1.4' 0.8' 0.8' 1.4' 1.4' 0.7' 0.7' 1.4' ,.� -N � 1.7 2.2 1.7 2.2 2.2 �� 1.7 �� 2.2 TOP OF BANK .... ... I _ . .._ .. _ _ ..._ . ._ I .. .. TOP OF BANK .... . � . .. - _ • • . .. .�.. .. TOP OF BANK .... .1 . .. _ _ ... .. .l.. .. � 1 1 L 1 � Z3 0.6' 0.6' PROPOSED ?.3 0.6' . ... f .. .0.6' •1 PROPOSED Z.3 0.6' } 0.6 1 PROPOSED r l Q 3.z Dmax = 1.1i IL. BANKFULL 3'1 2''3 BANKFULL 3'1 I 2?3 BANKFULL v r l 8 $1 Dmax = 1.7 Dmax = 2.1 PROPOSED 1 2' PROPOSED Z1 I I -L1 PROPOSED 1 , -N C - GRADE GRADE GRADE T8 - REACH 2 T8 - REACH 2 T8 - REACH 2 TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE Q STA: 904+18 TO 908+68 STA: 904+18 TO 908+68 STA: 904+18 TO 908+68 SCALE: 1" = 2' SCALE: 1" = 2' SCALE: 1" = 2' \ Q j F I O 13� I FIn \ I cn T8 F 00 k o END REACH 1 (ENHANCEMENT 1) j I Q BEGIN REACH 2 (RESTORATION) F i 1 i � ", \ `, `� I \ 1 STA. 904+18 I �' In F i FI Fi / �ujz, x v i, tom• • _ _ --- \ -• ` ' \ --- CD \ - --- `� CD Ln8 - = F F \`, F `, F �� F ` �� `� - - • ems'-- � > I T F \\F \`\F \F 375_ I U I \\\\ F \`F \`F \� \F \F \`\F \`F F \i F F F\\ F N U Z ` In F\` F `` F \ F \\ F \ F \ F `F �`, 0' 21 4 6' o \\` \\` \ \\\ �\\ F \\ \\` \\ F \\\ \\ \\\ F `�`\\\ \\ (VERTICAL) • I �`\\\ `\ F \`F ``F (s`\\F `F F \\ F F \�\ F F `� F `F F �F F \ F v N o I \\\`�� \\\� \\\ � F\� F �\`� F \\ F �` F �\` F `,\\ F F F F /� - `\`f \�\ 0' 20' 40' 60 w ro 75 C \ \\ F F `\ F `\ F �F \\ F \ F `F ,\\f F F `\ CG- (HORIZONTAL) .o a)N V F `F \F F\ F \ �`F��F `,\ F F CE r� \ CE `\CE CE \SCE �E C� \ �E �` CEF � CE F \\ F \ F �\ F fi`.� fE F F ' F 0 375 N 00 370 365 360 3 375 V 1 N ^ N If 11 U) 00 °` \o 0 Z ct O N a w 0 w U�z 1w At)F--I p m Z bA� v �.4 w � E I -•-I 3 w 370 co vti��oo�"�tio 365 360 Cl� O 4-1 o U o 55i i i i 355 .� 906+00 906+50 907+00 907+50 908+00 908+50 909+00 4-1 o 7� BANKFULL WIDTH = 10.3' BANKFULL WIDTH = 10.3' BANKFULL WIDTH = 10.3' GD � 1.5' 1.4' 1.4' 1.5' 1.4' 1.4' 0.8' 0.8' 1.4' 1.4' 0.7' 0.7' 1.4' r 4-1 TOP OF BANK l 1 7' l TOP OF BANK I 2 2' �� 1 7' �� 2 2' I TOP OF BANK I 2 2' �� 1 7' �� 2 2' � .... ...1._ . .._ .. _ . ._ .... .... 1... .. .... . L . _ ..... .. _ . ._ .... ...._ .16 .. .... . l . _ ..... .. _ . ._ .... ...._ .�W . . Z331 0.6' Dmax1- 1.1' 0.61 33;1 PROPOSED Z.331 0.6' f 0.6' 33.1 PROPOSED Z.331 0.6' } 0.6' 33;1 PROPOSED U Q I 2 BANKFULL Dmax - 1.7 2 BANKFULL I 2 BANKFULL U CU PROPOSED '_7 2$'1 PROPOSED ?• 1 PROPOSED Dmax = 2.1' t� -N � GRADE GRADE 1 I I GRADE 1�1 � •� '�', T8 - REACH 2 T8 - REACH 2 T8 - REACH 2 TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE Q STA: 904+18 TO 908+68 STA: 904+18 TO 908+68 STA: 904+18 TO 908+68 SCALE: 1" = 2' SCALE: 1" = 2' SCALE: 1" = 2' ch c: \ \ \ \ J \ 1 `>>J`\ DANIELS CREEK / I\\ END REACH 1 (RESTORATION) ---- ,___-'"" ,"__-----. .\\ �' \ ,__----' \�`'\ \. BEGIN REACH 2 (RESTORATION) -�__ -''' /'365--- ------:p\ STA. 103+94 ---------------- 07+00 `r �\ 1 `Y \\`1(\ \\ ``---__\'J'C! •-� _ • . .\?`\` ST--•- __`t��,S" /�-_-� \`• \\ _/'` / `\\\ ) rl \\ 104+00 \\`\ \\`\ ' \ \ Ot \11 " 4�' 1 1-\ \ 9� Q TT I \ `\ - C] V I x \ 1 ` \ 1 \ \ / 1 1 \ \ A \\\ \ `\' ` \ \ \ \ o0 0 w ( \li `` I\y `\ \l. \y `\ \y \y `` \l. \y ```\ \ `\ \l. `\ \y \l\ / / / 1 \ . \ \\\ \ \\ ` \ \ `\ ,) Lo C) Z \\/ \`\ \`\ \\\ \ i \ \ `\ \ \ // �/ END T8 1 \ `' \, \\ `\ `\\ \ \\ \\ `` N CD U .�• �\ \t, REACH 2 (RESTORATION) Q 7 \ ``` \L `7�� \ 1\ \\ i i j 908+74 i �\ \ ; \\ `\ \ \ `\ Q' 2' 4' (' o M \ - I \`O` \\ \ 1 �i ' \t \\ \`\ `\ \�\ \ `` \ ` ` J CD o \ \` \\ \ \`\ / I 1 I \ `\ \\ \ ` \\ \\ VERTICAL �\\ �o °J u _ 01 U v �) \ l l I `L ` \ \ I `L \L L `L I \ \ \ \ u x o (/ \\ \\\ \ \`\\\\ \ � `\ �'1 \ (HORIZONTAL) P� C] U cn :E \ CE -�- CE CE `- CE ` `\ \ \ \ \ \ r£ CE =�- CE \ \ I \ ` \ ` \\ ` \ ` (� \Y G �`Y� CE.\ CE -�,\ CE -� CE CE \ \ `Y vl� \L `l� \ 1 \ \ \ \ �. \ \ \ o \\ N � 00 m O O 00 Q1-� PROPOSED BANKFULL + + M � � O m l0 m 00 m m I I Q w m Q waLn n o Lu N LII +! 4 a) N . LL -1 p 0l m 00 Q-OQ 00E- tD 0Ln cn w lal p > oi m 10 l�D + cn l�D N J II w m_p m N Q\ wI- ,4 �� •� 9, ~ J 11 N w I I ^ m + 000 N w Q � rn II m cn w - II > II II c\i rn-ni rn 1+4 + d PROPOSED GRADE \ \ \ / F- J Q w C/) w N m M O w M I I � I I H Q � - 00 o+p 9:T w a N Ln • cn w cn w m cri 00 10 II o m rn •'�•. Q w II °° '3 4/ �' ' (A w Q Lu rNI + m -3 In w o I I 4% ' > 3/ • • �' II J w STA = 906+77.87 _ • • `, N ELEV = 366.46 o� I/7 _3 'J'. '�•. o 0.6/0 0 STA = 906+82.19 �l j/ • . , __, , • • • .• • • + m ELEV = 366.46 \ > STA = 907+01.98 n J ELEV = 366.00 N w STA - 907+05.01 STA = 907+66.36 ELEV = 366.00 ELEV = 364.37 \ STA = 907+26.88 STA = 907+69.93 \\ ELEV = 365.35 ELEV = 364.37 \ \ I STA = 907+31.59 ELEV = 365.35 JI \ EXISTING GROUND w N O N O I� m I,- r-I W N W + m + m o 11 o II w w 11 < 11 w < w cn cn 405 , 405 400 395 390 —EXISTING GROUND I-Ld 400 395 390 385 1 1 1 1 1 i I I I I i I I I I i I I I I i I I I I i I I I I i I I I I i I I I I i 1000+00 1000+50 1001+00 1001+50 1002+00 1002+50 1003+00 1003+50 1004+00 - -- — ------ ------------ BEGIN T9 (ENHANCEMENT 11) STA.1000,00 ---------- --------- + 4 + -- ----------- A- c� + + All 41 + + 18" HDPE INV: 390.89 18" HDPE INV: 390.77 10 Ln 1+ 10 6- ce Ln ce Lu ---------- --------------------------- O ------------------------------------ --------------------------- END T9A (ENHANCEMENT 11) - — — — — -400 STA.1015+17 � 385 1004+50 w a) Npi 00 0. 2— 4' 6' FEEMEMEE=%= (VERT—) 0. 20' 40' 60' A r11 mm 0m 395 EXISTING GROUND _ _ 390 385 :M 1004+50 1005+00 1005+50 1006+00 1006+50 41 •v .v � •v •v •v ; •v `. 395 390 385 380 1007+00 END T10 (ENHANCEMENT II) STA.1110+01 \ / \ \ \ \\ I o ;� END T9 \\\ (ENHANCEMENT II) �0 1STA 1006+58 ` Qv =� •i• •i• •i• •i• \\ •i• I / i I N V: 387.80 Z GW i -, .1/ .y q/ 1------------------ -- 30" HDPE .' Ce INV:386.81 CF .\\ IcF 3 1 1 i 1 1 `� \ i It i �� \ 1 It 0' 2' 4' 6' (VERTICAL) 0' 20' 40' 60' (HORIZONTAL) N ^ N c oc O Z W uLz Oz� �4 w 0 Q (D Lu N m C� .o U m to • 4-j 4� 4-j U O U 4-1 r----( H � 0 N N 0 0 O IT 0 0 v z 0 z d A ON m N 420 410 i 415 o 405 400 1010+00 � EXISTING GROUND 415 405 MEXISTING GROUND \ STABILIZE POND DAM HEADCUT NI \ 410 400 405 395 400 390 1010+50 1011+00 1011+50 1012+00 1012+50 1013+00 1013+50 1014+00 / / / / / / / ; .' / .' ,/' % / \ 1 I ♦L I ♦1/ i i ♦1 \ `\ \ \ i`L `% `L i �/ I `L i `1/ `L tk % i / % / / / i f) i i' / / ,'' _ _'' / ,' �' \ I 1 1 / / I I / \\ `\ \. I j `Y W `Y j ♦j/ d' `Y 1 ♦j/ y i �, // � � �, ^ // �, ��. �� •� --, _,,` .' \l, \l. \l, _-/ � i I I I 1 1 \ EXISTING FENCE i � \1/ i W li ♦l/ � ♦l/ li y \--------' -- I 1 i I 1 I I 1 Ln i 11 i W 11`Y WI it j,i � / /' '� /, ' � �-- � ♦1/ ♦1/ � /\1/ �--- _ �,��--�� W ♦L ♦1/��_ ''��/ �,/'/ i � Q It ♦1 i `Y i ♦1/ j ♦L (�P `Y / / � ,<1/ ♦1/ ♦li �/ `l' I `1/ ♦L ♦1/ ♦1/ ♦1/ _�'''`l' .'� i'� i i� � j i /// I I i 1 I y il/ y/ v ♦Y // // / I , I ♦L vl/ \jr ♦1/ \jr ,1 � \jr / ♦/ -� //\1/ ♦1/_---- ---'-' .' ,.' / / / I / �/ 1 / / / ` �I i O�oAOOIi ♦1/ I ♦1/ ♦1/ ♦1/ ♦1/ /N fib` ♦1/ `` ♦L I Q ,i' `J/ 18" HDPE Al _------- `�q // / // i i INV: 399.09 j) I ♦1/ 11 ♦1/ 1 ♦1/ ♦1/ \ ♦1/ ♦1/ ;\♦1/ ♦1/ `1/ / ♦1/� / �'--------------- // ,/' i ��/ ,i'' / //'' 1 ♦ /\ `L ♦1/ I �/ i/ % 10 `� ♦` ♦ ,�\ ♦\ \\ i i i' / i' ��0 / ' \ 1 \♦ 1014+50 W q/ q/ 1015+00 / `♦ `\ 1 \i/ ♦W \L `. \l/ \L \L 1 `i/ ' I \1/�I' / / ; ' / ,// \i/ `1/ `♦ N. ♦L ♦1/ Nl/ END T9A ` ) �I k0 ^ -_'♦i/ \i/ ,1, 11 1 11\ (ENHANCEMENT II) J \\ // \\ \� i 1 ( �� -__ - // , ' `� ♦\ 400-------- STA. 1015+17 _------ \ / J \L/ �\1/ \jr `♦\ \1/ \L\\ /♦1/ \mil/ \\1/ \L j `U/ // \L ------------- � ''' /��-'' �,' �// �/ j �k/' ♦1/ \L ♦1/ `\ \\ `\ ♦\ _ ------\\ �j \\� \1/ \�`. - \1//<♦`♦\Dr \L \\ ♦ \1/ \1/ 1\ W .'�/\1/� / \1/ '� i ,''- I �-� ,� ♦1/ \L �V \L ♦1/ \L \ `\ ` �' 70t \\ \ �`♦\ `.\\\ ; ♦1/ `i/ \ 18" HDPE `. STABILIZE POND DAM HEADCUT / r \\ \ \\ `` \\ �, ♦\ ,�/ 10 .I/ .I/ \I/ .t' .I/ ► 1 �/ .�/ ♦�/ ♦�/ ♦�/ .�/ ♦�/ INV: 401.54 X---------\ `� \\ BEGIN T9A `.. \� \ �` \ �\ \ \ 1� / i I 1 i ♦ `.�E ♦ \ \ `\\ `\\ \\ `` \\ \\ \Y/ ♦ ♦1// X ♦1/ \L ,' �/ `1/ i I ♦1/ ♦1/ ♦1/ % ♦1/ ♦1/ ♦1/ \L ♦1/ / ♦` ` (ENHANCEMENT II) \ O I \\\ \\\\ STA. 1010+00 ��\ ♦\♦ \\ \\ \\\ \\\( `\\\ \ `; \1, O�� /' ♦L \L�' \L 1 I �[0 I ♦1/ ♦1/�i \L ♦1/ ♦1/ \1/ \L ♦Lj I r ♦\♦\ ---------------------- CE ` \ \ \ I \ \ \ ♦i/ i i �� '� / \ 13x \ -�\- \\\ `\` � `♦ \L `L � `1/ `L /� `1/ / \1/ / \L � /.'S/ � \L \1/ \L \1/ \L � � ♦♦ x GE \\\ d CE -� CE`♦♦\ \\1 I j 1� 1 j \1/ ♦`� C \1/ \L \L \1/ �V / \1/ //\1/ \L \L y�/ \1/ \1/ \l/ \1/ ♦�-'----------------- `. -- \\\\ \\\♦ I_ CE i- E i I / '^�` \ `� \1/ IN, \ �\\ d ----' ' - - - - - - - - - - ---------------------------- 17 ----------------------- �\ \`\1C --- -- `Q�S ``.\ `\\ \\ \\ �� \\ \\ \\ \\ \\ �\ \1`n♦ `♦ \L `\ ACC /\1/ , ,Cl/ `.\1/ \1/ \\\\L \1/`�\\\ \1/ �\ \\1/ \1/ \1/ \1/ __ �; - --------------�__ � `\ `\ \\ \\ ♦` �` \`♦ ♦`♦ \ ` ��♦ \`01 \1' ` / \l/ \ W • \1/` ` \L \1/ \1/- - _�--- \y----- --------------- -!/ �` \ ``. \\ `\ \ ♦\ ♦� \ \\ \L\\ \1/ �``br\ `'\L \1/ \L __--'y-- `1/ \L G� �\ \ `♦ 410 405 e 395 390 1015+50 2' 4' 6' (VERTICAL) 20' 40' 60' TTTn (HORIZONTAL) U� Lr) N ^ Ij�11 N �--I C!) c 205 W Z O N 0 O w u �z 00 v I� w Z oz� d) Lu Nco 00 0 N cV r-i 0 0 O 0 O v z 0 z 0 mot N mm 405 - m11 395 - 390 - 385 1104+50 STABILIZE HEADCUT EXISTING GROUND 1105+00 1105+50 1106+00 1106+50 1107+00 1107+50 1108+00 , / ------------------- \ -------------------------------------- END T (ENHANCEMENT 1 , .1/ \1. .1/ t/ \1. ; .1/ \1. _ _ _ _ �.' — — — — `I' \ / .4/ \t/ --"aY' ' / Al I,__- /'' \-------- TIO I 1 PROPOSED ROCK CASCADE SEE DETAIL 2 ON SHEET 6.2 1108+00 It \\ \b\ \L \L \ \L Q `L `1, `1� EXISTING FENCE 4, / / / / \ I I I I I I 1 I I I I / -------------- ----------------------------- .y------------ --- ------ \ BEGIN T10A �, /�'�, END T10A x0 `\\ (ENHANCEMENT 11) j�\✓, (ENHANCEMENT 11)`►'`` `�' \\ `�' `1' ` `�' `►' `�' `►' �`:v `�' `�' `1' \\ `�' `(' `I' �,\ `I' t, p0� STA.1110+00 / STA.1111+42 PROPOSED ROCK CASCADE 400- SEE DETAIL 2 ON SHEET 6.2 1108+50 405 400 395 390 385 1109+00 0' 2' 4' 6' (VERTICAL) 0' 20' 40' 60' (HORIZONTAL) Ln N ^ N co 0 \O CD 001071, O N -4 O W u�z Oz� � w Z 0 "e N m 0 0 O IT 0 0 v z 0 z N N M■ 0■ 405 - E11 395 390 - 385 1110+00 EXISTING GROUND 1110+50 - 405 - 400 - 395 - 390 385 1111+50 _ - �`\\ \ \-------------- --3� 3J 11 CO y %! \L ---------- - 3J 3J 37 3J -------------- - ---------------------------- I PROPOSED ROCK CASCADE 1 1 1 I 1\ \ \ i I i \ — SEE DETAIL 2 ON SHEET 6.2 \ \ \ \ 1 I I 1 I 1 1 , \ \ , � '-- `�\\\ 4' 1 6x BEGIN T10A (ENHANCEMENT II) STA. 1110+00 ' \\\ \\\ i `1' \y i\ \ I — — — — \ `Li \L \\\ \ \-------- \ \ \ \ \ \ \ \ \ \ \ \ \ 0 \ \ \ \ \ 3J 30 O \ !--- O \ i N \ — — NY t — \� 1111+42---------- ----- END T10A 1 (ENHANCEMENT II) STA.1111+42 PROPOSED ROCK CASCADE SEE DETAIL 2 ON SHEET 6.2 ` ` 1 \\\\ \\ \\ \ \\ \ ie�� -7.- 0' 2' 4' 6' (VERTICAL) 0' 20' 40' 60' (HORIZONTAL) UO � N ^ N o oc O Z W ULz 3 a) w Z 0 Q (D Lu N m Ln O .o U m to ^ \ 4--j U O U ^��4-1 W • ^-1� •� W 0 Lr) 0 O IT 0 0 v z 0 z m mot+ N ' \ Zone 1- Streambank Planting Zone (See Detail 2, Sheet 6.11) A I.� J (� Zone 2 - Buffer Planting Zone (See Detail 1, Sheet 6.11) z •9 ` \ A Zone 3 - Floodplain and Wetland Planting Zone o V z oz� a z 45 A (See Detail Detail 1, Sheet 6.11) o qap Note: Non -hatched areas within easement are currently vegetated and will be planted as needed to achieve target density. Buffer planting will occur within the Limits of Disturbance 0�10 DANIELS CREEK o0 On 0 x -- - - ft U _ _ ft-- to 00 3.10 �� - 1 w� Q) T10 -- T CO -- _ aF -- --___T16- � � I 3.- - 7 I 0200' 600' IHORIZONTALI Q zt A Zone 1 - Streambank Planting Zone (See Detail 2, Sheet 6.11) Zone 2 - Buffer Planting Zone Note: Non -I and v Buffe I Flu Z0108"�W Ln N ^ N Z0 cn 00 o�q w Z '� w xU�z I —I z w � � w N M ° co" cn o .o U • b�c ;.., o a� U o CJ) U a� • a) Q � 00o 6 o z N C) z N � �Lr) �o N M Zone 1 - Streambank Planting Zone (See Detail 2, Sheet 6.11) N (A I I >---" I Lu UI I \ 0' 50' 100' 150' I (HORIZONTAL) N ^ N CJ� Om0 p � O 'zs`o°Ow xu�z LU w gzOq ^Z�u H w w N c-� m 0 N N ti Q 0 0 O O 0 Zone 1 - Streambank Planting Zone \ — — (See Detail 2, Sheet 6.11) _ — O — � X — � X =x Zone 3 - Floodplain and Wetland Planting Zone (See Detail Detail 1, Sheet 6.11) Note: Non -hatched areas within easement are currently vegetated and will be planted as needed to achieve target density. Buffer planting will occur within the Limits of Disturbance MATCH LINE — STA 224+0 CONTINUED ON SHEET 3.6 _F_ - - - -7 W I \I I I I I I I ' II I II X I I x 0' 50' 100' 150' N ^ N CJ� Om0 Z w xu�z w gzOq Cn ^Z�� H6 H w w N c—� m c� 1yE oyy — lr l�r,rr lr lr ,r rr lr rr ,r — I ,r r� /,r ,r rrrllrrrr,rr,r, l I ��' U�w rrrrr rrr rrrr rrrr r,rr r rr/r rrrr rrr "/ /rrrr �I I � �� rrrrr/,r/� rr rrrr Oyy Ian N cv 01- I L/) ILU r l r rrr' ' rr,r,,rr rr'rr,,'rr,'rr' ,rr rr r Iz Oyy J rrr ,rrr rrrrrrrrr rrr/rrrr rrrr rrrr/ r l lu H '�'�' l ,rrrr , rrr,rr /r/rl/r/rrrr r ,rr/r,/r rrr Oy Q l r l r r rl ,/rrrr rlrllrr � c,�v rrrr rrr/sir//rrrrrrrlrrr rr rrrrr/ rrr r �' / 0/yy s� ,rr,r rr lr irr l rrrrrr r rr rrrr ONE / /rrrrrr,�rl I w R, Zone 1- Streambank Planting Zone (See Detail 2, Sheet 6.11) up Zone 2 - Buffer Planting Zone (See Detail 1, Sheet 6.11) rrrr l I � rrll� l Zone 3 - Floodplain and Wetland Planting Zone (See Detail Detail 1, Sheet 6.11) Note: Non -hatched areas within easement are currently vegetated \ \ / I 0' 50' 100' and will be planted as needed to achieve target density. / ( (HORIZONTAL) Buffer planting will occur within the Limits of Disturbance OyE M N ^ N CJ� Om0 p � O zs`oXr. Z °NC7, o w U�z LU gz� U) ^Z�� H w �� w N c-� m 0 �00 ' 0 GO o M N O � U Z N o o 150' CU z v � C] P-, Q U I THIS AREA CONTINUE ON SHEET 3. � I I /1100, IIIIIIIIIIII III IIII��IIIIII'I I I I I I I I I I I I I I I x IIIIIIIIIIIII IIIIIIIII IIIIIIIIIIII IIII IIIIIIIII I I IIIIII I I I I I I I / IIIIII IIIII I IIIIIII III' I' I I IIIIIIIII I I I I I I I I I I I I I I IIIIIII' I' I I IIIIIIII I IIIIIIII I I I I I I I I I I I I I I I ' IIII IIIIIIIIIII IIIIIIIIIIII IIIII IIIII III IIIIIIII I I I IIj`IIIIIII I III II II III I I IIIIIIIIIII IIIIIIIII IIIIIII III IIIIIIIIIIIII 'IIIIIII I I I I I I I I I I I I I I I I I IIIIII I I I I I IIIIIII I I I IIIIII I 3 I I I I I I I 11I III I I I IIII I I I I I I I I I I I I I I I I II I I I IIIIIIIII I I I I I III I I I I I I I I I I III I I I I I I I I I I I I IIIIII I I I I I, I I I I I I I IIIIIIII I I I I I, I I I I I I, I I I I I I I I I I I I, I I I I I I I I ( I I I I I I I I I I I I 111 I I I I I' I I I I I 1 1 I I I IIIIII I I I IIIIII , IIII I I I I I IIIII I I IIII I I I IIIII I I I I I I I I I I I I I I IIIIII I I I I I IIIII I I I I IIIIIIII I I III I I I I I I I I I I I III I I I I I IIIIII I I I I IIIII I I I I IIIIII I I I I IIIIII I I I I I IIIIII I I I IIIIIII I I IIIIIII I I IIIII I I I IIIIIIIIIIIIIIII I I I IIIII/I I I I I I IIIIIIIIIIII I I I I I I I I I I I I I I I I I I IIII I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I II I I I I I I I I I I I II I I I I I I II I I I I IIII I I I I I I IIIIIIIIIIII I I I I I I I I IIIIIIII I I I' 1 1 I I I I I IIII I I I I I I I I I I IIII I I I I I I �I I I I I'IIIIIIIIIIII'IIIIII I I I I I I I I I I I I �� 7� I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O III,IIIIIIIIII / 61 i � 'IIII /. h� / / z z \ \ \ \ \ 2 v\ \ U R/W U R/W woo Ar \ I I F Zone 1 - Streambank Planting Zone (See Detail 2, Sheet 6.11) I��I��Zone 2 - Buffer Planting Zone Zone 3 - Floodplain and Wetland Planting Zone (See Detail Detail 1, Sheet 6.11) Note: Non -hatched areas within easement are currently vegetated and will be planted as needed to achieve target density. Buffer planting will occur within the Limits of Disturbance � IIII I I � I I IIII I IIIIIIIIIIIIIIII � � � � I I I I I I I I I 1 1 1 OO� I I I II II II II II II IIIIIIIIIIII I THIS AREA CONTINUED ^�'`� V I I I I I I I I I I I I I ON SHEET 3.7 PI I I I I I I I I I I I I I I I I I I I' I I I I I IIIIII I �� / I I I I I I I I I I I G I I I I I I I I I III I I I I I I I I I I I I x IIIIIIIII II II II II II II IIIIII I I I I I I I I �� / II11111111 P / III I; IIIIIII INS MA PUMA MAI Ic 1000, T1� x \ k / \ k \k III,1 Li C U R/W / / U R/W U R/W U R/W / U R[W U R/W / nun nuF- nk4F7 nHF �nHE OHE LPL N ^ N z� CJ� Om0 o�o Z oN000,w 0 w UM xz w ozO ��>~ Z v ' � H w w N c-� m IBM I IIIIIIIIIIII II II II II1111 I IIIIIIIIIIIII I I IIIIIIII' IIIIIII' III IIIIIIIII'I1111 IIIIII III IIIIIIIIIIII ' ' IIIIIIIIIIIIIIII I I I I I II II II; I I, I, I I I IIIIII III II II II II IIIIII IIIII I I I I I I I I I I I IIIII IIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I I I IIIIIII I IIIIII IIII IIIIIIIII I I IIIIII I I I I I'' PI IIIIII I I I I I I I I I III 1 1 I I I IIIII IIIIIII I CONTINUED ON SHEET 3.4 IIIIIIIII I IIIIIIIIIIII I I IIIIIIIIIIIII 11 ,IIIIIIIIIII , IIII II II II III II IIII III IIIII II II II II IIIIII IIIIIIIIIIIII IIIIIIIIIIIII I IIIIIIIIIIII' IIIII IIIIIIIIIII I I \\\ oozy N O � Q U Z \ N O CD U R/W U R/W U R/W \ U R/W 0' 50' 100' 150' \\ (HORIZONTAL) Z y u OHE OHE OHE OHE OHL C] °, p-, Ca U � 4 U0 Zone 1 - Streambank Planting Zone (See Detail 2, Sheet 6.11) Zone 2 - Buffer Planting Zone (See Detail 1, Sheet 6.11) Zone 3 - Floodplain and Wetland Planting Zone — (See Detail Detail 1, Sheet 6.11) Note: Non -hatched areas within easement are currently vegetated and will be planted as needed to achieve target density. Buffer planting will occur within the Limits of Disturbance THIS AREA CON' 0' 50' 100' 150' (HORIZONTAL) 1 ,,', THIS AREA CONTINUED ON SHEET 3.8 1 M N ^ N Z xu�z LU LU gz� ^Z�U H w w N c-� m oozy N O � � U Z \ N ti Ln c v v � z v v 414 RIW C] Q U c� Zone 1 - Streambank Planting Zone (See Detail 2, Sheet 6.11) Zone 2 - Buffer Planting Zone (See Detail 1, Sheet 6.11) Zone 3 - Floodplain and Wetland Planting Zone (See Detail Detail 1, Sheet 6.11) Note: Non -hatched areas within easement are currently vegetated and will be planted as needed to achieve target density. Buffer planting will occur within the Limits of Disturbance THIS AREA CONTINUED ON SHEET 3.7 i 2 N Q4-1 Z O N O �wu�Z w oZ Z � H w w N c-� m ooze � N N O IT-< U Z O O i.: v NO W W Q C v P, Q U z 00 M Zone 1 - Streambank Planting Zone (See Detail 2, Sheet 6.11) N ^ N Zone 2 - Buffer Planting Zone z z CJ� Om0 w (See Detail 1, Sheet 6.11) oN� z w Z gz� Cn Q Zone 3 - Floodplain and Wetland Planting Zone Z a — (See Detail Detail 1, Sheet 6.11) w H W, N c-� m Note: Non -hatched areas within easement are currently vegetated and will be planted as needed to achieve target density. Buffer planting will occur within the Limits of Disturbance n V 0 N N ti c-i C] 0 O O O z 0 Zone 1 - Streambank Planting Zone / (See Detail 2, Sheet 6.11) k N N Zone 2 - Buffer Planting Zone (See Detail 1, Sheet 6.11) N Z oN� o w xUoq �z w S z101 Zone 3 - Floodplain and Wetland Planting Zone z � — (See Detail Detail 1, Sheet 6.11) H w w m Note: Non -hatched areas within easement are currently vegetated ✓✓✓ and will be planted as needed to achieve target density. x Buffer planting will occur within the Limits of Disturbance FA / / / / / / / / / / / / / 0' 50' 100' 150' / M O M O O N z O D, a� u .i~ U (HORIZONTAL) TOP OF BANK THALWEG FLOW 5' MIN. (TYP) NORMAL WATER SURFACE NONWOVEN FILTER FABRIC DEPTH 1.5x RIFFLE DMAX Profile View A -A' EXTEND RIFFLE MATERIAL 0.3' UPBANK TOE OF SLOPE NOTES: 1. MINIMUM LOG DIAMETER 12". 2. MINIMUM THREE LOGS PER STRUCTURE. 3. IF NECESSARY, SALVAGED ONSITE ROCK MAY BE SUBSTITUTED WITH QUARRY ROCK OF SIMILAR SIZE. FLOW TOP OF BANK TOE OF SLOPE LoQ Section B-B' SALVAGED ONSITE COBBLE/GRAVEL BED MATERIAL T 1•1_ Xr•_ LOG STRUCTURE EXPOSED UNTIL CENTER OF CHANNEL Log Section B-B' NOTES: 1. STRUCTURES SHOULD VARY IN SIZE AND TYPE WITHIN EACH RIFFLE. 2. ROCK MAY BE SUBSTITUTED FOR LOGS AT ENGINEER'S DISCRETION. BURY INTO BANK T MII SALVAGED ONSITE COBBLE/ MATERIAL SIMILAR IN SIZE 1 CLASS A AND CLASS B MIX. BANKFULL PLACE LOG SILL AT END OF RIFFLE WI THERE IS A DROP OVER DOWNSTR_., POOL. SEE DETAIL 2, SHEET 5.2. 1 Angled Log Riffle 6.1 Not to Scale HEAD OF RIFFLE ELEVATION POINT PER PROFI BURY INTO BANK 5' MIN. (TYP) BURY INTO BANK V MIN. (TYP) Jazz Riffle Structure 3 6.1 Not to Scale Plan View Plan View FO 65° (TYP) 12" DIAMETER OR GREATER (TYP) SALVAGED ONSITE COBBLE/GRAVEL MATERIAL SIMILAR IN SIZE TO ABC, CLASS A AND CLASS B MIX. -AVATE SMALL POOLS 'IN DEPTH DOWNSTREAM IMBEDDED LOGS fEG 0.1-0.2' DEEPER LEST OF RIFFLE TO )E LOW FLOW PATH �NKFULL B K VANES MAY ISED IN PLACE OGS AT INEER'S DISCRETION IL OF RIFFLE ELEVATION POINT PER PROFILE CHUNKY MATERIAL: STONE OR SALVAGED ONSITE RSMIN 0.5'xVx1.5' Profile A -A' EXTEND RIFFLE MATERIAL 0.3' UP BANK TOP OF BANK (TYP) / Section B-B' WWWWWWWW HEAD OF RIFFLE ELEVATIC POINT PER PROFIT FLOW SALVAGED ONSITE COBBLE/GRAVEL MATERIAL SIMILAR IN SIZE TO ABC, CLASS A AND CLASS B MIX. FLOW 1MTA SALVAGED ONSITE COBBLE/GRAVEL MATERIAL TO BE APPROVED BY THE ENGINEER. TOE OF SLOPE ON CHUNK PLACE T THALIv .v. CENTRAL 2/3 OF CHANNEL 2 Chunky Riffle 6.1 Not to Scale SEE PROFILE TOP OF BANK (TYP) �- B' "I - -- A 7[ -- - EXTEND RIFFLE MATERIAL 0.3' UP BANK C!) U') N ^ N Z cD C omo o�q -(�L�w Z w U�Z o�0.\ w Z CJ U H O 7-- j Z LU H � w N m TINT C 01 G Tll -- A 7' NOTES: 1. CHUNKY MATERIAL ELEVATION SHALL BE 0" TO 3" ABOVE RIFFLE MATERIAL BASED ON ENGINEER'S DISCRETION. 2. IF NECESSARY, SALVAGED ONSITE ROCK MAY BE SUBSTITUTED WITH QUARRY ROCK OF SIMILAR SIZE. � z 0 0 O LU a U = w Co�N Uj J L.L U L.L AIL OF RIFFLE ELEVATION DINT PER PROFILE REFER TO TYPICAL SECTION FOR THALWEG OFFSET RIFFLE ELEVATION PER PROFILE (75 4 . 0 .° U m 4 aiD --1 o -N a) U o U) U rI -I�-j TOP OF BANK (TYP) 'S SALVAGED ONSITE COBBLE/GRAVEL*r——EEXTEND MATERIAL SIMILAR IN SIZE TO ABC, RIFFLE MATERIAL 0.3' UP BANK CLASS A AND CLASS B MIX. Native Material Constructed Riffle Not to Scale NOTE: 1. IF NECESSARY, SALVAGED ONSITE ROCK MAY BE SUBSTITUTED WITH QUARRY ROCK OF SIMILAR SIZE. 00 CD O O Z Q - LO o v z v 3 Q 0 � Q u 0 U N O N n zU, N 0 HEADER BOULDER X ZD -�, o`°oq 3" TO 6" DIAMETER w SEE PROFILE WOODY DEBRIS WORKED MICRO POOL HABITAT \\\/\�\ w `�' o FOR LENGTH OF RIFFLE BEHIND LARGER WOODY DEBRIS FOOTER BOULDER \, w o z 6q v INTO RIFFLE SUBSTRATE B1 X % o ------- �� _ v FLOW CLASS X RIP RAP - _ \\ z o 0 0 (TYP)Lu \ STREAMBED m \\\��\�\�\\ \\\%\�\\\�\\�\\\\\\� w / SALVAGED ONSITE COBBLE GRAVEL \\ %� \\\\\\�\ B A A MATERIAL SIMILAR IN SIZE TO ABC,�\ �\ \\� \\) (\\ CLASS A AND CLASS B MIX. RIFFLE NONWOVEN Profile A -A' r FLOW FILTER FABRIC X X X X v, TOP OF BANK (TYP) z 0�0 i' Section B-B' m Lu V) FLOWLu o 0 0 0 0 J u- oc EXTEND RIFFLE MATERIAL TOE OF SLOPE(TYP)0.3 UP BANK 3 TO 6 BRUSHY MATERIAL O G TOE OF SLOPE WORKED INTO ROCKY A — A, 0 0 0 0 0 0 0 0 0 TOP OF BANK (TYP) (TYP) SUBSTRATE X TOP OF BANK (TYP) 131 \\ --- MICRO POOL HABITAT BEHIND LARGER _ � �) _��\�\% WOODY DEBRIS SALVAGED ONSITE COBBLE/GRAVEL LOG EXPOSED 1" TO 3" ABOVE B V\ kl � \�\�� FINISHED RIFFLE ELEVATION\%\��\\) (�' \�A %\\ MATERIAL SIMILAR IN SIZE TO ABC, Plan View CLASS A AND CLASS B MIX. Plan View NONWOVEN Section B-B' FILTER FABRIC HEADER BOULDER FOOTER BOULDER NOTES: Section A -A' 1. WOOD SHALL COMPRISE 20% TO 50% OF THE RIFFLE SURFACE AREA. 2. WOODY MATERIAL SHOULD NOT PROTRUDE 1 Woody Riffle GREATER THAN 3" ABOVE RIFFLE BED. 3. IF NECESSARY, SALVAGED ONSITE ROCK MAY BE 6 2 SUBSTITUTED WITH QUARRY ROCK OF SIMILAR SIZE. Not to Scale 4-j 4. WOOD SHOULD BE PLACED PREDOMINANTLY Rock Cascade C� O PERPENDICULAR TO CHANNEL. 5. ANY MATERIAL GREATER THAN 1" DIAMETER THAT IS 2 ;__4 NOT PERPENDICULAR TO THE CHANNEL SHALL BE INSTALLED SUCH THAT THE EXPOSED END IS 6.2 Not to Scale •° C� 5 POINTING DOWNSTREAM. 4 ( 4Q '-I _j ° �+ Q� 4-j 4_j V U4-1 ° U V) � � U bi Q � 3 v �1 0 Ov; 0 v C] �1 d U v 00 O N di U �g z Q �o o • L 0 0 C o v v b v v � SILL ELEVATI PER PROFILE (T FLOW BACKFILL (ON -SITE NATIVE MATERIALS OR NO. 57 STONE AND CLASS A MIX) A Plan View NOTE: FOOTER LOG NOT NEEDED FOR LOGS 24" OR GREATER ON DRY CREEK AND 18" OR GREATER ON THE TRIBUTARIES. n no O r o BACKFILL (ON -SITE NATIVE MATERIALS OR NO. 57 STONE AND CLASS A MIX) TO DEPTH OF FOOTER LOG BILIZE TOE WITH ANY OF FOLLOWING OPTIONS: _IVE STONE, SOD OR SHTOE. NON -WOVEN FILTER FABRIC SILL ELEVATION PER PROFILE FLOW EXCAVATED SCOUR POOL — f•1 — EXTEND FILTER FABRIC 5' MIN. UPSTREAM PLACE HEADER BOULDERS WITH 1' TO T CLEAR SPACE BETWEEN ROCKS FLOW SCOUR POOL TOP OF BANK :90»y[8»q 6" SALVAGED ONSITE COBBLE/GRAVEL BED MATERIAL n r1 —1 1 %J%a I [-IN L%JQ N ^ N F-+ H o 00 r� Z w U�Z � w Z gzOq w�F" N c� B PER PROFILE -� o 04to INVERT ELEVATION PER PROFILE p G� CHANNEL J 71 BOTTOM WIDTH 3o,6 SALVAGED ONSITE Gj COBBLE/GRAVEL p� B BED MATERIAL G PLACE HEADER BOULDER 7S, 0.2' TO PREVENT LOG FROM SHIFTING OFFSET HEADER LOG Misr'Plan View TOE OF SLOPE �� 0.250FOF 0.5'UPSTRE LOG AM I 12" - 15" DIAMETER HEADER LOG EMBED LOG o o HEADER LOG 12" - 15" DIAMETER 4' (MIN.) FOOTER LOG NONWOVEN FOOTER LOG SILL ELEVATION NOTE: PER PROFILE (TYP) HEADER BOULDER MAY BE ELIMINATED AT FILTER FABRIC FILTER DISCRETION OF ENGINEER. FABRIC Section A - A' r EXTENDS 5' FACING DOWNSTREAM MIN. 1 Angled Log Sill 6.3 Not to Scale a a Y Lu z a m LL In 0 O CL O O LU SILL ELEVATION PER PROFILE SALVAGED ONSITE COBBLE/GRAVEL MATERIAL SIMILAR IN SIZE TO ABC, D I CLASS A AND CLASS B MIX. U_ A Zn Plan View A' A NOTES: 1. BOULDERS TO BE MINIMUM 2x2x1. 2. REFER TO TABLE FOR SILL MATERIAL SIZING. 3. FOOTERS NOT NECESSARY IF ROCK IS CLASS 2 OR GREATER (TRIBUTARIES ONLY). EXTEND FILTER FABRIC 5' MIN. UPSTREAM "__ _ C"I _ A A I FILTER FABRIC 2 Log -Hook 6.3 Not to Scale TOP OF BANK SILL ELEVATION PER PROFILE HEADER ROCK � FOOTER ROCK 2' MIN, — — — IF FOOTERED EMBED 5' INTO BANK (TYP) V 4 cn o .� U it 4 bio 4-1 -_ O 4 -+ U o U Q � 3 Boulder Sill o � z N I 6.3 Not to Scale o v v z v � r� 0Qu A N ti O N 6 V N ^ N U-) C3" 00 �j C 00 0 Z � w wUU')LU °4 v 3' WIDTH PER TYPICAL SECTIONS Zd) � v DENSELY PACK BRUSH, Z v WOODY DEBRIS AND SOIL w IN BETWEEN BASE LOGS a BACKFILL H w 311 _ — EROSION CONTROL MATTING � m TOP OF BANK BA EROSION CONTROL MATTING ELEV. 0.3' ABOVE NKFULL) \ DOWNSTREAM RIFFLE INVERTEd p? ,gy/ TOE OF SLOPE Jill 1<1do �p�OF S� P1 ELEV.POOL DEPOW DENSELY PACKED BRUSH, TH WOODY DEBRIS AND SOIL A' NATIVE SOIL OP pF � GO Plan View Section A -A' NOTES: 1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL). 2. INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED ON SITE AND SOIL TO FILL ANY VOID Brush Toe SPACE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER. 1 3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS 6.4 Not to Scale INSTALLED POINTING SLIGHTLY UPSTREAM. 4. INSTALL MATTING OVER BRUSH/WOODY DEBRIS. 5. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL SECTION DIMENSIONS. 6. SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK -- STABILIZATION PER PLANS. (� O 7. SOD MAT MAY BE PLACED ON TOP OF BRUSH IF AVAILABLE. o U b4-1 Q o C) 4-1 U U � ., w m OI 12" SALVAGED (75 pU_ONSITE COBBLE HEADER LOG (75 NONWOVEN STREAMBED �j FOOTER LOG FILTER FABRIC B Apo '&0 Q A EXTEND FILTER FABRIC Y MIN. UPSTREAM A' Section A -A' STABILIZE VANE SCOUR WITH ONE BOULDER INVERT ELEVATION POOL i ON EACH SIDE PER PROFILE TOP OF BANK HEADER LOG FOOTER LOG Q °/ 1TO( E OF y SLOPE Q 0 o EXCAVATE POOL 0 Plan View PER PROFILE Profile B - B' c Q NOTE: STABILIZATION BOULDER TO BE USED ON UT1 ONLY, AND MAY BE 00 , a 3 u REMOVED PER ENGINEER'S o a U z DISCRETION. `" 2 Log Vane o 6.4 Not to Scale ti o v v w r x +, v C] U 3 w CIS Om0 z O 2 26 OZ YD u Lu 4 Z COVER LOG (MIN COIR MATTING I 12" DIAMETER) INSTALL ADDITIONAL VEGETATION SUCH o d) AS LIVE STAKES, ROOTED SEEDLINGS, ETC. Z FOOTER LOG (MIN ui 12" DIAMETER) C\1 TRANSPLANT/ COMPACTED SOIL 12" TO 18" THICK X BRUSH TOE O <1 Off Inset "A" LIVE CUTTINGS N Matting and Blanket BIODEGRADABLE EROSION CONTROL FABRIC (SEE INSET "A") Lu > 11 DENSELY PACKED = 2 Plan View 0 BRUSH OR ROCK BASE ILIJ 01 UPHILL 0 BASE FLOW STREAMBED 16 PENNY NAIL TOP OF COVER LOG TO I.0 ro BE PLACED O.TABOVE 0 DOWNSTREAM RIFFLE 00 Section View Y" COVER LOG Typical Stakes FOOTER LOG BURIED 6" BELOW Section A -A' MAX POOL DEPTH NOTES: Vegetated Soil Lift 1. ROOTED/LEAFED CONDITION OF THE LIVING PLANT MATERIAL IS NOT 6.5 REPRESENTATIVE OF THE TIME OF Not to Scale INSTALLATION. r-,Lunker Log 2. BOTTOM OF FIRST COMPACTED EARTH 6.5 LIFT Not to Scale BASEFLOWTO BE PLACED 6" ABOVE NORMAL 3. NUMBER OF COMPACTED EARTH LIFTS o U TO VARY DEPENDING ON DESIGN TOP OF 4_j BANK HEIGHT. 4_j 4-1 u 4-1 u u 0 0 TRANSPLANTED SOD AND ROOTMASS TOP OF BANK TRANSPLANTED SOD AND ROOTMASS TOP OF BANK 41 —TOE OF SLOPE Section View FLOW Riffle Installation Plan View NOTES: 1. PREPARE THE BANK WHERE THE SOD MAT WILL BE TRANSPLANTED BY RAKING. 2. EXCAVATE TRANSPLANT SOD MATS WITH A WIDE BUCKET AND AS MUCH ADDITIONAL SOIL MATERIAL AS POSSIBLE. 3. PLACE TRANSPLANT ON THE BANK TO BE STABILIZED (SOD MAT o ONLY TO BE TOUCHED ONCE). 4. SECURE WITH SOD STAPLES. 5. FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT. > 6. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED. 7. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT THEY TOUCH. 8. INSTALL EROSION CONTROL MATTING ABOVE TRANSPLANTED 0 SOD MATS. LO Z < U 0 04 0 d z 0 N LO 0 CD Transplanted Sod Mats 6.5 Not to Scale CU Z m (D C) C�) u N O N V N ^ N CIS Om0 G H q N N E L �Z ��o �w oz�z v O LU SALVAGED ONSITE COBBLE/GRAVEL Z bb -1) •- .. Q MATERIAL SIMILAR IN SIZE TOABC, - a) G CLASS A AND CLASS B MIX. Z 2- H w Q Y FLOW N w A m FLO /��\`�� /�\\ �\ LENGTH VARIES _ �W ABANDONED SEE PLAN SHEETS SALVAGED ONSITE COBBLE/GRAVEL ° ° Section A -A MATERIAL SIMILAR IN SIZE TO ABC, CLASS A AND CLASS B MIX. ° ° ° cn + LU Plan View a N z w SALVAGED ONSITE COBBLE GRAVEL J COMPACTED SELECT B ° ° ° B' N CI LASS A AND CLASSLAR IB SIZE TO ABC, EROSION CONTROL MAT MATERIAL CHANNEL BACKFILL VARIES GO� /\\ \\/\\/\\/\\/\\ PANS \/\\/\\�\\/\\/\ SIDE SLOPE PER \ \/ / \ \/ ° ° \ �\ i\\\//\ 0.5 / \ �\ i\ �\ �\ TYPICAL SECTION i:i:i:i:i:i:i i:i:i:i:i:i. \�\\�/ / /\\ \%N\\ NONWOVEN LA1 FILTER FABRIC Section B-B' Plan View Section A -A' Rock Floodplain Outlet 2 6.6 Not to Scale NOTE: i Channel Plug IF NECESSARY, SALVAGED ONSITE ROCK 6.6 Not to Scale MAY BE SUBSTITUTED WITH QUARRY •f� • 4-1 O r l ROCK OF SIMILAR SIZE. `./ 4 U 4-1 _,_, Cn U o U 7� a� o � � w v Q 0 �n o 0 Q Q Q x ao O ¢ U N 00 ¢ U Z N u v I o q O � 0 �n 0 0 o v 'yn v G d Z U N w Q Q U Ci) N N N sVi N ^ N Lf) 00 U p OO O Z w w u W�z C:) �1 Lu CIA I —I w 4" WOODEN BOARD ON OUTSIDE TIMBER MATS EDGE OF MAT TO PREVENT RUNOFF m 5 WATER DIVERSION CHANNEL 10' MIN CLASS A/B STONE 10' MIN _ 0 g 1 g;1 CLASS B 5 SUPPORT LOG STONE �. WATER DIVERSION WATER DIVERSION �- 12 0 MIN. FILTER CHANNEL FILTER FABRIC CHANNEL FABRIC NOTES: NOTES: 1. FORD CROSSING SHALL BE INSTALLED co, 1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL BASEFLOW. PERPENDICULAR TO CHANNEL BANKS. 2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE 2. MAINTAIN DIVERSION CHANNEL TO INSURE CHANNEL BOTTOM. RUNOFF DOES NOT ENTER CHANNEL. 3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW. 4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL. 5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE TIMBER MAT. 6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED. 7. ALL MATS SHALL BE 4' IN WIDTH. 8. ALL MATS SHALL HAVE NO GAPS BETWEEN TIMBERS. 9. SILT FENCE TO BE INSTALLED AT 45° ANGLE TO THE ROAD WITH STONE OUTLET AT EACH CORNER OF THE TEMPORARY CROSSING TO FILTER ANY SEDIMENT AND DEBRIS FROM HAUL ROAD FROM ENTERING THE STREAM. 2 Permanent Ford Crossing 6.7 Not to Scale 1 Temporary Stream Crossing - Timber Mat 6.7 Not to Scale r-.q Cam++ O \ / ° 444 ° °° °° .� U bJD � Q a � � � o U U U ,ate � Q � 3 v q 0 o �r 0 <r a .v q q U x ao o Q 3 U 0 Q U Z N � v I o q o � 0 Ln 0 0 o ti c N 10' OVERFLOW CHANNEL, MIN INVERT SET TO TOP OF PIPE ELEVATION 1' DEEP 50/50 MIX CLASS A AND TYPE 2 WOVEN CLASS B RIP RAP. ELEVATIONS FILTER FABRIC PER GRADES SHOWN ON PLANS. 11 INITIAL BACKFILL, PLACED IN LIFTS OF 4" TO 6", EXISTING GRADE AASHTO CLASS II MATERIAL OVERFLOW CHANNEL, 1' DEEP MIX CLASS A AND CLASS B R VARIES PER PLANS ROAD CREST LENGTH PER TABLE CREST ELEVATION PER TABLE 10 MIN XZ EMBED CULVERT BY DEPTH SHOWN IN TABLE. BACKFILL WITH 50/50 MIX CLASS A/B RIP RAP MATERIAL. DIMENSIONS TABLEPER -----". .-,:-,.-, MAMA W -aoor LV---• W %-on-V PIPE DIMENSIONS 6" MIN. BEDDING, AND MATERIAL #57 STONE PER TABLE Section View VARIES PER PLANS DEPTH OF FILL VARIES PER TABLE / TYPE 2 WOVEN FILTER FABRIC INITIAL BACKFILL, PLACED IN LIFTS OF 4" TO 6", AASHTO CLASS II MATERIAL v 50/50 MIX CLASS A AND CLASS B RIP RAP PER GRADES SHOWN ON PLANS. CAP BACKFILL WITH 4" CLASS A STONE, TOP WITH 3" ABC STONE TO EDGE OF EASEMENT Upstream Downstream Road Road Top of Pipe Bed Embedded Upstream Finished Downstream Finished Crest Min Road Depth of Crest Road Side Plan Sheet Reach Station Pipe Size Pipe Material Length Slope Depth Pipe Invert Grade Pipe Invert Grade Elevation Grade Soil Cover Length Width Slopes 1.5 UT1- Reach 2 109+74 48" x 36" Box Culvert concrete 34 ft 2.2% 9 in 570.98' 571.73' 570.24' 570.99' 574.8' 573.65' 0.9 ft 20 ft 20 ft 2:1 *Depth of soil cover does not include additional road top dressing of 4" Class A stone topped with ABC stone packed in. Permanent Culvert Crossing Not to Scale w N ^ N CA 00 °,\oo w Z ct O N � 0 w U�z w Z �� w�� N c� �1 C 4 • r-I l) 0 .� U M 4 aJD o 4-j U o U Q � VA F FILTER OF 1" FLOW END OF FILTER FABRIC o. KInTCC• 1. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE WIRES AS DIRECTED BY THE ENGINEER. 2. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE. 3. INSPECT AFTER EACH RAIN EVENT AND MAINTAIN ACCORDING TO NCDEQ DESIGN MANUAL. 6' MAX. u u FILTER FABRIC COMPACTED FILL FLOW a I I o~ EXTEND FABRIC 4" f, I � o INTO TRENCH w o 1 Temporary Silt Fence 6'9 Not to Scale N N STEEL FENCE POST - WIRE FENCE - HARDWARE CLOTH FILTER OF 1" DIA. WASHED STONE SILT FENCE FLOW L11V VI 11� FABRIC FILTER FABRIC ON GROUND BURY WIRE FENCE AND HARDWARE CLOTH Plan View Section View INSTALLATION ILTER FABRIC REFER TO THE PLANS FOR LOCATIONS AND SPECIFICATIONS. DURING INSTALLATION OF THE SILT BARRIER OR SILT FENCE, INSPECT THE INSTALLATION TO DETERMINE IF OUTLETS ARE NEEDED ACCORDING TO THE CRITERIA SET FORTH IN THE SPECIFICATIONS FOR THE BARRIER AND FENCE. IF THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION, EXTENT, OR METHOD OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION CONTROL PERSONNEL HAVE COPIES OF INSTRUCTIONS AND MAY HAVE PHOTOGRAPHS OF PROPERLY INSTALLED OUTLETS AS AN AID TO INSTALLATION. IF THE SILT FENCE OUTLET IS NOT INSTALLED CORRECTLY THE FIRST TIME, IT WILL HAVE TO BE REBUILT DETERMINE THE EXACT LOCATION ON THE GROUND BEFORE COMPLETING INSTALLATION OF THE SILT FENCE, TAKING INTO CONSIDERATION: INSTALL THE OUTLET AT THE LOWEST POINT (S) IN THE BARRIER OR FENCE WHERE WATER WILL POND EXISTING GROUND I INSTALL THE OUTLET WHERE IT IS ACCESSIBLE FOR INSTALLATION, MAINTENANCE, AND REMOVAL. MATERIAL SPECIFICATIONS PHYSICAL PROPERTY TESTS REQUIREMENTS MATERIAL N/A POLYETHYLENE RECOMMENDED COLOR N/A "INTERNATIONAL ORANGE" TENSILE YIELD ASTM D638 AVE. 2000 LBS. PER 4' WIDE ULTIMATE TENSILE STRENGTH ASTM D638 AVE. 2900 LBS. PER 4' WIDE ELONGATION AT BREAK (%) ASTM D638 GREATER THAN 1000% CHEMICAL RESISTANCE N/A INERT TO MOST CHEMICALS AND ACIDS ATTACH SAFETY FENCE TO METAL POSTS USING METAL WIRE TIES "T" OR "U" POST DRIVEN MINIMUM OF 18" INTO GROUND -q. 6' MAX. WITH WIRE 3 Tree Protection Fencing 6'9 Not to Scale 18" MIN. ALLOW AT LEAST: 15 FEET BETWEEN THE BARRIER OR FENCE AND SINGLE -STORY BUILDINGS. 25 FEET FOR FORK LIFTS BETWEEN THE BARRIER OR FENCE AND MULTIPLE -STORY BUILDINGS 10 FEET BETWEEN THE BARRIER OR FENCE AND THE TOE OF FILL SLOPES. PLACE THE OUTLET SO THAT WATER FLOWING THROUGH IT WILL NOT CREATE AN EROSION HAZARD BELOW: AVOID STEEP SLOPES BELOW THE OUTLET AND AREAS WITHOUT PROTECTIVE VEGETATION. USE SLOPE DRAINS IF NECESSARY. DETERMINE THE LOCATION OF THE OUTLET: FOR A SILT BARRIER, WHEN THE TRENCH IS DUG TO BURY THE BOTTOM OF THE FABRIC BECAUSE THE BARRIER WILL BE OMITTED AT THE OUTLET; FOR A SILT FENCE, WHEN THE WIRE FENCE IS IN PLACE BECAUSE THE FILTER FABRIC WILL BE OMITTED AT THE OUTLET. REFER TO THE ILLUSTRATIONS OF THE OUTLET IN THE PLAN. •' OF MUST BE AT LEAST I' ABOVE THE TOP OF THE WASHED STONE swwww I �wwwe�. _��•.I ��_�� i •. STEEL FENCE POST SET MAX 2' APART Front View e a SILT FENCE BURY WIRE FENCE, FILTER FABRIC, AND HARDWARE CLOTH IN TRENCH FOR A SILT BARRIER: FOR A SILT FENCE: JUST BELOW THE GAP IN THE BARRIER, PLACE A LAYER OF JUST BELOW THE GAP IN THE BARRIER, PLACE A LAYER FILTER FABRIC ON THE GROUND TO PROTECT THE SOIL OF FILTER FABRIC ON THE GROUND TO PROTECT THE FROM EROSION BY OUTFLOW FROM THE OUTLET; PLACE SOIL FROM EROSION BY OUTFLOW FROM THE OUTLET; 6 INCHES OF THE UPPER EDGE IN THE TRENCH. STAKE THE PLACE 6 INCHES OF THE UPPER EDGE IN THE TRENCH. REMAINING EDGES OF THE FABRIC TO HOLD IT IN PLACE. STAKE THE OTHER EDGES OF THE FABRIC TO HOLD IT IN PLACE. ALONG THE GAP WHERE THE OUTLET WILL GO, PLACE STEEL FENCE POSTS FOR STRENGTH. THE POSTS MUST BE A MAXIMUM OF 2 FEET APART AND DRIVEN INTO SOLID GROUND AT LEAST 18 INCHES. ALONG THE GAP WHERE THE OUTLET WILL GO, PLACE ADDITIONAL STEEL FENCE POSTS FOR STRENGTH. THE POSTS MUST BE A MAXIMUM OF 2 FEET APART AND DRIVEN INTO SOLID GROUND AT LEAST 18 INCHES. PLACE HARDWARE CLOTH (WELDED GALVANIZED SCREEN WITH SQUARE 1/4 - 1/2-INCH HOLES) ON THE UPHILL SIDE PLACE HARDWARE CLOTH (WELDED GALVANIZED OF THE POSTS TO HOLD THE WASHED STONE IN PLACE. SCREEN WITH SQUARE 1/4 - 1/2-INCH HOLES) ON THE PUT 6 INCHES OF THE BOTTOM OF THE CLOTH IN THE UPHILL SIDE OF THE POSTS TO HOLD THE WASHED TRENCH AND FASTEN IT TO THE POSTS WITH LENGTHS OF STONE IN PLACE. PUT 6 INCHES OF THE BOTTOM OF WIRE. BURY THE BOTTOM OF THE HARDWARE CLOTH AND THE UPPER EDGE OF THE FILTER FABRIC BEL IN THE TRENCH AND COMPACT THE FILL. PLACE A FILTER OF 1-INCH DIAMETER WASHED STONE ON THE UPHILL SIDE OF THE OUTLET. PILE THE STONE UP TO THE TOP OF THE HARDWARE CLOTH AND OVER THE JOINT BETWEEN THE OUTLET AND THE BARRIER. THE CLOTH IN THE TRENCH AND FASTEN IT TO THE POSTS WITH LENGTHS OF WIRE. � THE BOTTOM OF THE HARDWARE CLOTH, THE UPPER EDGE OF THE FILTER FABRIC BELOW THE OUTLET, AND THE WIRE FENCE IN THE TRENCH AND COMPACT THE FILL. PLACE A FILTER OF 1-INCH DIAMETER WASHED STONE ON THE UPHILL SIDE OF THE OUTLET. PILE THE STONE UP TO THE TOP OF THE HARDWARE CLOTH AND OVER THE JOINT BETWEEN THE OUTLET AND THE SILT FENCE. C%) U') N ^ N (D o�oo Z w U�Z o�� w ZCJ U H /n v �y W��" H � w N m CLEAR STUMPS AND ROOTS FROM THE LOCATION OF THE OUTLET. CLEAR ADEQUATE ACCESS FOR THE EQUIPMENT NEEDED FOR INSTALLATION, MAINTENANCE, AND REMOVAL. 4 Temporary Silt Fence Gravel Outlet . cn o 2 [X] 6'9 Not to Scale Cu- 4w U .° M 4 b.0 --) o SAF U o U U) o Z N0 O a U Z �I O O y .� J � W W � � v Q ° Q u / NOTES: 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. 2. / LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS CLASS A STONE STABILIZED. PROVIDE FREQUENT CHECKS OF 8" MIN. DEPTH y THE DEVICE AND TIMELY MAINTENANCE. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY. 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED IMMEDIATELY. 5. USE CLASS A STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER. 6. PLACE FILTER FABRIC BENEATH STONE. STAKE (TYP) 1 Construction Entrance 6.10 Not to Scale 1' MIN. OVERLAP IN DOWNSTREAM DIRECTION AT MAT ENDS TOP OF BANK z� SPAONGLM 1.25" 1" _T 0.6" 0.4" TOE OF SLOPE 11" Plan View TOE OF SLOPE °'I �1 TOP OF BANK EROSION CONTROL MATTING (TYP) STAKE (TYP) Section View Typical Stake 1. PER SPECIFICATIONS, ALL EROSION CONTROL MATTING SHALL BE COMPOSED OF NATURAL FIBERS. 3 Erosion Control Matting 6.10 Not to Scale IMPERVIOUS DIKE (SEE INSET "B") INTAKE HOSE (SEE INSET "A") Plan View Plan View HIGH STRENGTH DOUBLE STITCHED IT' TYPE SEAMS. BAG PLACED ON :GATED OR STRAW. 20' ►T• 20' WORK CA r,IA, I ❑ ❑ ❑ ❑ ❑ ❑ I Profile View 'ERVIOUS DIKE E INSET "B") 5' STABILIZED OUTLET G CLASS B RIPRAP AND )T TYPE 2 FILTER FABRIC. INSET "C") SEWN -IN SPOUT HIGH STRENGTH STRAPPING FOR HOLDING HOSE IN PLACE WATER FLOW FROM PUMP FLEXIBLE DISCHARGE HOSE Inset "A" Dewatering Bag 2 Pump Around System 6.10 Not to Scale T MIN TOP WIDTH Inset "B" Impervious Dike FILTER FABRIC INSTALL AND MAINTAIN THREE C CHECK DAMS LOCATED AT F DOWNSTREAM LIMITS OF DISTURBANCE I.VIV 1 F\M%- 1 vn JVIMLL REMOVE SEDIMENT WHEN DEPTH REACHES 12" 10' MIN. 1 MR ! -��i��i��i��i��i��i��i��i��i��i��i�i�i�i>i 1. PROVIDE STABILIZED OUTLET TO STREAMBED. SAND BAG (24" X 12" X 6") OR STONE. IMPERVIOUS SHEETING FLOW Inset "C" Stabilized Outlet o�n�� r� rT�nir NO. 57 STONE 4 INCHES WIDE ON UPSTREAM FACE TOP OF Bj" FIL FLOW Temporary Rock Sediment Dam Not to Scale STABILIZE OUTLET USING CLASS B RIPRAP TRENCHED INTO EXISTING GROUND A MINIMUM OF 6". SIZE AND LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. FLEXIBLE DISCHARGE HOSE FROM PUMP AROUND PUMP HELD IN PLACE WITH SANDBAGS AS NEEDED. y Plan View SPILLWAY CREST 1.5' MIN. r~� CLASS B RIPRAP 4' - 6' Section A -A' ," �a i vr- yr JLvrL NOTES: 1. CHECK DAM TO BE INSTALLED AS DIRECTED BY ENGINEER, DEPENDING ON FLOW CONDITIONS IN THE CHANNEL. 4 U) O r .� U 4-1 M 4 ND 7' 4-1 0 --1 C U O U 4-1 -4 Ln z a oN V Q U Z o r!l rl /l r Il A P l l/ rq N BUFFER WIDTH DIBBLE BAR H N VARIES U � " 00 PLANTING BAR SHALL HAVE A Z o N BANKFULL BLADE WITH A TRIANGULAR w UUZ CROSS-SECTION, AND SHALL BE 12 NOTES: w o � "q v INCHES LONG, 4 INCHES WIDE AND Z� RESTORED 1. ALL SOILS WITHIN THE BUFFER 1 INCH THICK AT CENTER. / CHANNEL PLANTING AREA SHALL BE DISKED, AS v W REQUIRED, PRIOR TO PLANTING. TOE OF SLOPE TOE OF SLOPE 2. ALL PLANTS SHALL BE PROPERLY LINEAR SPACING HANDLED PRIOR TO INSTALLATION TO ROOTING PRUNING INSURE SURVIVAL. 6' SPACING FOR LIVE STAKES SPACING PER PLANTING PLAN INSERT THE DIBBLE, OR SHOVEL, STRAIGHT DOWN INTO THE SOIL TO THE FULL DEPTH OF THE BLADE AND PULL BACK ON THE HANDLE TO OPEN THE PLANTING HOLE. (DO NOT ROCK THE SHOVEL BACK AND FORTH AS THIS CAUSES SOIL IN THE PLANTING HOLE TO BE COMPACTED, INHIBITING ROOT GROWTH. C, Section View REMOVE THE DIBBLE, OR SHOVEL, AND PUSH THE SEEDLING ROOTS DEEP INTO THE PLANTING HOLE. PULL THE SEEDLING BACK UP TO THE CORRECT PLANTING DEPTH (THE ROOT COLLAR SHOULD BE 1 TO 3 INCHES BELOW THE SOIL SURFACE). GENTLY SHAKE THE SEEDLING TO ALLOW THE ROOTS TO STRAIGHTEN OUT. DO NOT TWIST OR SPIN THE SEEDLING OR LEAVE THE ROOTS J-ROOTED. INSERT THE DIBBLE, OR SHOVEL, SEVERAL INCHES IN FRONT OF THE SEEDLING AND PUSH THE BLADE HALFWAY INTO THE SOIL. TWIST AND PUSH THE HANDLE FORWARD TO CLOSE THE TOP OF THE SLIT TO HOLD THE SEEDLING IN PLACE. ALL ROOTS SHALL BE PRUNED TO AN APPORIATE LENGTH TO PREVENT J-ROOTING. EO PUSH THE DIBBLE, OR SHOVEL, DOWN TO THE FULL DEPTH OF THE BLADE 1 Bare Root Planting 6.11 Not to Scale 0 PULL BACK ON THE HANDLE TO CLOSE THE BOTTOM OF THE PLANTING HOLD. THEN PUSH FORWARD TO CLOSE THE TOP, ELIMINATING AIR POCKETS AROUND THE ROOT. REMOVE THE DIBBLE, OR SHOVEL, AND CLOSE AND FIRM UP THE OPENING WITH YOUR HEEL. BE CAREFUL TO AVOID DAMAGING THE SEEDLING. 4' SPACING FOR HERBACEOUS PLUGS 3' SPACING FOR LIVE STAKES 3' SPACING FOR HERBACEOUS PLUGS Plan View Zones 1&2 - See Planting Plan, Sheets 2.0-2.1 EROSION CONTROL MATTING (SEE DETAIL 1, SHEET 5.8) JUNCUS PLUG AT NORMAL BASEFLOW TOE (TYP) TOE OF SLOPE BASEFLOW W.S. BUDS (NODES) POINTED UPWARD 1/2" TO 2" DIAMETER Q Ln O w 00 BASE CUT J Q AT 45° \ a I m o O= �w N Q Live Stake Detail Section View Zones 1&2 LIVE STAKE AT TOP OF BANK EROSION CONTROL MATTING (SEE DETAIL 1, SHEET 5.8) TOE OF SLOPE BASEFLOW W.S. 2 Streambank Planting 6.11 Not to Scale NOTE: 1. 2. 3. 4. 5. 4' SPACING FOR HERBACEOUS PLUGS Plan View Zone 3 - See Planting Plan, Sheets 2.0-2.1 JUNCUS PLUG AT OR JUST BEYOND TOP OF BANK (TYP) Section View Zone 3 CONTRACTOR RESPONSIBLE TO FOLLOW PLAN VIEW DETAILS BY REACH SHOWN ABOVE. REFER TO SPECIFICATIONS FOR PROPER STORAGE, HANDLING AND INSTALLATION. FORM PILOT HOLE IN HARD SOIL OR STONY CONDITIONS TO PREVENT DAMAGE TO LIVE STAKES. LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN ON PLANS AND DIRECTED BY THE ENGINEER. INSTALL DORMANT PRIOR TO LEAF OUT. DEPICTED CONDITION WITH LEAVES NOT REPRESENTATIVE OF STAKES AT TIME OF INSTALLATION. (75 4 0 �i Ctj .° U m 4 4-) 4-j 0 -N U o U Q � 00 o Q Ln z ON � Q U z Ln C1� CL$ +-+ r CZ5 N O 6„ 8„ Z N p M #9 WIRE TWISTED 8"x8" WOOD BRACE POST O SPACING 6" 4 PT. BARBED WIRE 5"x5" HORIZONTAL 5"x5" HORIZONTAL TOP BRACE Q GENERAL NOTES: H Z TOP BRACE Q Q < GATE POST 2" PAINTED GATE POST a OLn p _ #9 WIRE TWISTED Z 1.— 3: 1 _ .- - ..I- .1112�IK � _. �14TUBE STEEL GATE N Cn o ILL J p H U ALL POSTS AND BRACES MAY BE EITHER ROUND OR SQUARE AT THE ^ N H z = D o - 6" SPACING /I I p O C = z OPTION OF THE CONTRACTOR, PROVIDED THE SAME TYPE IS USED f—I m� O O 7o n o W Q z THROUGHOUT THE PROJECT. 7 C o o =�IILL >>M -v �ti� HUQO= H z �no•w _ 3 O "' a _ caQ`o��O = F z H ~ 5„ DIMENSIONS SHOWN ARE THE DIAMETER OF ROUND OR EDGE ��' U Z p r Ln N cn L� O J DIMENSIONS OF SQUARE POSTS AND BRACES. 1 W o Z n= 7 0 D N O p Z rn N CC > D N 14'-0° l L g'_0" z ''� ERECT LINE BRACES BETWEEN END, CORNER OR GATE POSTS. PLACE Q .v .. y T I C �'—' 3' MIN .0 „ • LINE BRACES AT INTERVALS NOT TO EXCEED 300' AND AT THE END Z OF THE WIRE ROLL. w H O � BRACE POST � END OR BRACE POST /°� � W W p .., z G� WOVEN WIRE FENCE 8• �� h p CIA . e ND OR GATE LOCATION ��'' g GROUND LINE j. THE 300' INTERVAL MAY BE REDUCED BY THE ENGINEER ON CURVES m 18' IN WHERE THE DEGREE OF CURVATURE IS GREATER THAN 3 DEGREES. 8„ 5"x5" HORIZONT TOP BRACE 8„ 8"x8" WOOD 4 PT. 8' BARBED WIRE CORNER POSTAI GATE POST ANCHOR 12 NOTCH BRACE POSTS 1" MINIMUM FOR HORIZONTAL BRACES. „ #s WIRE 9 WIRE FENCE CORNER PLACE TWO GALVANIZED 12d OR THREE GALVANIZED 10d NAILS AT S AC GNI 6 TWISTED ISTED ERECT LINE BRACES BETWEEN END, CORNER OR USE WHEN CORNER ANGLE IS 15' OR GREATER Detail of Gate EACH END OF ALL BRACES. GATE POSTS AT INTERVALS NOT EXCEEDING „ Access Gate Post Anchor PLACE THE BRACE WIRE AROUND THE POST. DRAW ALL BRACE WIRE 6 6 6 6 z o 324 FEET. +� THIS MAXIMUM INTERVAL MAY BE REDUCED BY =O TAUT BY TWISTING BETWEEN EACH POST. THE ENGINEER ON CURVES WHERE THE DEGREE C3 W GATE POST: INSTALL THE FENCE FACING THE PROPERTY OWNER EXCEPT THAT ON O OF CURVATURE IS GREATER THAN 3 DEGREES. z (,� o C = 4 4 4 H USE CLASS "B" CONCRETE AT GATE POSTS OR HORIZONTAL CURVES GREATER THAN THREE DEGREES (3) INSTALL Hm GROUND LINE N PLACE LINE BRACES AT THE END OF EACH ROLL Z F- THE FENCE TO PULL AGAINST ALL POSTS. SEE NCDOT STD. 866.02 � �00�' �0 Z 8, 8, oR PIECE OF WOVEN WIRE. Q Uj a) WHERE REQUIRED BY SOIL CONDITIONS. CONCRETE = D cr LL. O MAY ALSO BE USED IN LIEU OF SETTING POSTS TO FOR FENCING AT DITCH CROSSINGS, BREAKS IN GRADES AND R/W �� O '1 . __ z —BRACE POSTS I� M O THEIR MAXIMUM DEPTH. CL BREAKS. �� O " D u LINE RA' CES I 0 USE LATCH DEVICE APPROVED BY THE ENGINEER. HINGE ASSEMBLY o m 0 (MAXIMUM SPAC NG 324') �� LI U Ll 3 AS SHOWN IS SUGGESTED. SUBSTITUTION MAYBE SUBJECT TO Q� O PLACE THE BRACE WIRE AROUND THE POST. RAW WIRE TAUT BY TWISTING BETWEEN POST FOR BLOCKING DRIVEWAYS z APPROVAL BY THE ENGINEER. USED 2" PAINTED STEEL PIPE FOR G EACH POST. THIS APPLIES TO ALL BRACE WIRES. NOTCH POSTS FOR BRACES. Q = CURVED TO FIT GATE FRAME EXCEPT AS SHOWN HERE. O 17 OR OTHER ENTRANCES H Z H s DIAMETER OF FRAME � m D PLACE TWO GALVANIZED 12d OR THREE GALVANIZED 10d ON ALL BRACES AT EACH END. U) INSTALL �g INSTALL IN ADDITION TO FENCE WHERE W Z SHOWN IN PLANS OR WHERE DIRECTED BY THE ENGINEER = > 3." ANY COMBINATION OF GATE AND FENCE TYPE MEETING THE s � 3 CURVED TO FIT ° APPROVAL OF THE ENGINEER IS ACCEPTABLE AND IS NOT LIMITED m p CURVED TO FIT 1 /g NOMINAL DIAMETER 1--1 O DIAMETER OF FRAM 4 PT. BARBED WIRE 8" J DIAMETER OF TO THE EXAMPLES SHOWN HEREON. � #9 TWISTED WIRE O 5"x5" HORIZONTAL TOP BRACE j�8 5"x5" HORIZONTAL TOP BRACE (D BOLT HING o CURVE TO FIT z Bolt Hinge o DIAMETER OF W 2 Required) Hinge Clamp O BOLT INGE ( q ) (2 Required) HINGE CLAMP o (2 REQUIRED) USE L TCH DEVICE APPROVED Hinge Assembly BY TH ENGINEER. HINGE ASSEMBLY, AS DETAILED, IS SU GESTED. SUBSTITUTION II MAY B MADE SUBJECT TO GROUND LINE BOLT HINGE APPROVAL BY THE ENGINEER. SHEET 1 OF 3 (2 REQUIRED) USE 13/8" DIAMETER GALVANIZED a NOMINAL DIAMETER j� #9 WIRE T % WISTED STEEL PIPE GATE FRAME EXCEPT n ATE I SHEET 1 GF 3 866.02 AS SHOWN HERE. 866.02 4—j .r--q 1 Woven Wire Fence - Permanent CE Fencing 2 2" Tube 12' Steel Gate cn o 6.12 Not to Scale 6.12 Not to Scale CZ5 .� U az o � Q 8 x 8 WOOD BRACE POSTS 5"x5" HORIZONTAL TOP BRACE • r HIGH TENSILE WIRE U o Q� Ln U HIGH TENSILE WIRE " 8" x 8" WOOD BRACE POSTS ��I , 4"x4" HORIZONTAL TOP BRACE 3 1 ��O\\ GROUND #9 WIRE61011 (9,0', LINE TWISTED 8" x 8" CORNER 21711 WOOD BRACE POST I� CORNER BRACE 8' o" MIN �I� 8' o" MIN �I USE WHEN CORNER ANGLE IS 15' OR GREATER LINE BRACES (MAXIMUM SPACING 330') 6"x6" HORIZONTAL 8" x 8" WOOD LINE POST BRACE POSTS HIGH TENSILE WIRE 5"x5" HORIZONTAL [TOP BRACE 1- 1 10" 1 %" MIN 1011 31511 10" #9 WIRE 61011 ALTERNATE TYPES OF STAPLES + TWISTED o USE ONE #9 STAPLE OR TWO #16 STAPLESLn } C) AT EACH POINT OF ATTACHMENT. 1 GROUND 1811 LINE N21711 141011 Q �~ TYPICAL SPACING ALL LINE POSTS ~I~ 8' 0" MIN u U END OR GATE BRACES o o NQ z v � N Q �o � 1 3 Three -Strand High Tensile Wire Fence - Permanent Fencing at Crossings `�• Not to Scale ' c 5i z v 3 C) V j