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Home My WebLink About20140038 Ver 1_Site Plan_20140116Strickland, Bev From: Homewood, Sue Sent: Thursday, January 16, 2014 3:18 PM To: Strickland, Bev Subject: FW: Watauga Ecosystem Restoration - 2nd half of Construction drawings (UNCLASSIFIED) Attachments: Pages 11 to 21 from PLOT SET for 401 Permit Watauga Sec. 206 7 Jan 2013.pdf Last email Sue Homewood NC DENR Winston -Salem Regional Office Division of Water Resources - Water Quality Programs 585 Waughtown Street Winston- Salem, NC 27107 Voice: (336) 771 -4964 FAX: (336) 771 -4630 E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. - - - -- Original Message---- - From: Rutherford, Rebecca A LRH [mailto: Rebecca .A.Rutherford(@usace.army.mil] Sent: Wednesday, January 15, 2014 11:13 AM To: Homewood, Sue Subject: Watauga Ecosystem Restoration - 2nd half of Construction drawings (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Hello Again - Here is the second half of the drawings. Sorry I had to split the messages up. Thanks again, Rebecca Rebecca A. Rutherford Planning Branch - Environmental Analysis Section U.S. Army Corps of Engineers - Huntington District 502 Eighth Street Huntington, West Virginia 25701 Phone: (304) 399 -5924 Email: rebecca.a.rutherford(@usace.army.mil Website: http: / /www.lrh.usace.army.mil/ Classification: UNCLASSIFIED Caveats: NONE 1 Strickland, Bev From: Homewood, Sue Sent: Thursday, January 16, 2014 3:17 PM To: Strickland, Bev Subject: FW: Watauga Ecosystem Restoration - Construction drawings 1st half (UNCLASSIFIED) Attachments: Pages 1 to 10 from PLOT SET for 401 Permit Watauga Sec. 206 7 Jan 2013.pdf See previous email Sue Homewood NC DENR Winston -Salem Regional Office Division of Water Resources - Water Quality Programs 585 Waughtown Street Winston- Salem, NC 27107 Voice: (336) 771 -4964 FAX: (336) 771 -4630 E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. - - - -- Original Message---- - From: Rutherford, Rebecca A LRH [mailto: Rebecca .A.Rutherford(@usace.army.mil] Sent: Wednesday, January 15, 2014 11:11 AM To: Homewood, Sue Subject: Watauga Ecosystem Restoration - Construction drawings 1st half (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Hello Sue - Here is the first half of the construction drawings. Hopefully this will work this time. Thanks again. Rebecca Rebecca A. Rutherford Planning Branch - Environmental Analysis Section U.S. Army Corps of Engineers - Huntington District 502 Eighth Street Huntington, West Virginia 25701 Phone: (304) 399 -5924 Email: rebecca.a.rutherford(@usace.army.mil Website: http: / /www.lrh.usace.army.mil/ Classification: UNCLASSIFIED Caveats: NONE 1 US ARMY CORPS OF ENGINEERS HUNTINGTON DISTRICT SOUTH FORK NEW BOONE, NC RIVER CONSTRUCTION PLANS WATAUGA SEC. 206 AQUATIC ECOSYSTEM RESTORATION PROJECT NO. PRELIMINARY SUBMITTAL - 100% ATR REVIEW FISCAL YEAR: 2014 DECEMBER 2013 THIS PROJECT WAS DESIGNED BY THE HUNTINGTON DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1 -8152. C A N D E x fmM of Engincen• Huntington District SHEET SID. TITLE SHEET SID. TITLE SHEET SHEET TITLE rc ID. a °d GENERAL 1 G1001 INDEX SHEET 0 OVERALL SITE PLAN 0 2 CS401 OVERALL SITE PLAN rc 3 CS402 TEMPORARY EASEMENT POINTS H o 4 CS403 PERMANENT EASEMENT POINTS SOUTH FORK NEW RIVER CHANNEL 5 CS101 SOUTH FORK NEW RIVER SITE PLAN of g 6 CS301 CHANNEL TREATMENT TYPICAL CROSS SECTIONS a VEGETATION PLANS 7 CS102 SPRAYING AREAS SITE PLAN 0 8 CS103 BOTTOMLAND, RIPARIAN, & WETLAND AREAS PLANTING SITE PLAN rc WETLANDS 9 CS104 WETLAND 1 PLAN, PROFILE, & PLANTINGS Y 10 CS105 WETLAND 4 PLAN, PROFILE, & PLANTINGS TYPICAL DETAILS 0. 11 CG301 WETLAND REPRESENTATIVE SECTIONS o w f 12 CG501 TRAIL & WETLAND CONTROL STRUCTURE TYPICAL DETAILS o s H _ BOTTOMLAND FOREST U m s 13 CS106 BOTTOMLAND FOREST 10 PLAN & PROFILE m w m k 0 RELOCATIONS W a W 2 F 0 14 CS107 CULVERT, FENCE, & TRAIL RELOCATION 0 _z Lu LL N N o W Z SEDIMENT & EROSION CONTROL w Z o 15 CS108 SEDIMENT & EROSION CONTROL PLAN z z x z 16 CS302 SEDIMENT & EROSION CONTROL CONSTRUCTION SEQUENCE vi = VEGETATION DETAILS 17 CS303 VEGETATION INSTALLATION & PLANTING DETAILS w � m N 3 SEDIMENT & EROSION CONTROL DETAILS Z Z W LL W m 18 CS601 EROSION AND SEDIMENT CONTROL DETAILS 1 OF 3 0 0 ? a 19 CS602 EROSION AND SEDIMENT CONTROL DETAILS 2 OF 3 = 20 CS603 EROSION AND SEDIMENT CONTROL DETAILS 3 OF 3 N SHEET IDENTIFICATION G1001 8 9 0 0 a 8 �a 11 'Al i rrN rk 1r-, CWL TOTAL WORK AREA (TEMPORARY) PERPETUAL ENVIRONMENTAL RESTORATION EASEMENT TREATMENT ZONES AREA EXCLUDED FROM CWL OVERALL SITE PLAN SCALE: 1''=200' 0 200' 400' f DS Army Corps of Engineers• Huntington District rc a °d a v o_ rc H v s rc °d a o_ 0 Y 4 rc w z- 0 Zi w 8 Fa pm C w Y S� 2 U m m O � o N W Q W F Z Z W LL N N O W Z U) z o 3 zz z z z x z 7 vi x 0 0 $gg Ti 5 g E 3 U o �a Z m g a Zzw w F 0ZQ to 0 7 J m NOTES: x < w w > 1. THE CONTRACTOR SHALL SURVEY THE SITE AND SUBMIT COPIES 7 0 O OF FIELDBOOKS AND PROCESSED SURVEY DATA IN THE FORM OF CAD DRAWINGS TO THE GOVERNMENT NO LESS THAN 60 DAYS BEFORE CONSTRUCTION BEGINS. 2. CONTRACTOR SHALL SUBMIT GRADING PLAN TO GOVERNMENT FOR REVIEW & APPROVAL 30 DAYS BEFORE CONSTRUCTION BEGINS. SHEET IDENTIFICATION CS401 0 0 $gg Ti 5 g E 3 U o �a POIN NORTHING EASTING 1 903686 904 1215689.163 2 9438590848 1215882.86(5-- - 3 903945 914 1216047.294 4 904084.665 1216209,8H 5 9040 67,841 1216256.521 6 9€14040.980 1216357.517 7 904787.228 1216785.374 8 90522,991 1216489.994 9 905382.287 1216428.279 10 9€}5476.816 1215260.466 11 906025 697 1215991.575 12. 906322,044 1218877 191 13 906493.646 1216327 558 14 9056790.957 1216479 521 15 906649.341 1216571 545 16 906668 349 1216652 603 17 946684 595 1216789.804 18 906281 '901 1217664 498 19 9061571.688 1217838 4.45, 26 905867 655 1218077,597 21 905616-372 12t8243-857 22 905537,060 1218111.3583 23 905681 884 1218012,698 24 905870r--33 1217813 740 25 905989122 1217630-314 26 906067..81 1217431.143 27 90607e,011 1217336.528 28 905942150 1217232.928 29 905866,t76 8217203 516 30 '305791244 8217208,070 31 9054517.196 1217404.817 32 905477153 121746t856 33 905Me,095 1217520.012 34 05292,178 1217478 286 :15 PM42fi ?44. 1217492 £359:. 06 944574.558 1217152,627 .37 904771,046 1216814.486' 38 944419.347 1216384.82* 39 903998 996 1216334 270 40 904471273 1216295179 41 9444114.285 1215269, 567 42 904041 614 1216222,746 43 903922 638 1216066.731 44 903837 363 1215896 554 45° 903668A2B 1215712 d 1 R r 15,E 16 f3 17 14 13— \ \ \ \ \ \ 12 \ \ \ �18 / / \ \ 19 27 26 �25 \� 29 \ \ 24 \� 20 30 �\ \ 23 21 \ 10 32 / 31�\ � V22 9 `b \ � `r 33 8 35 7 \ 37 / / / 36 6 3/ 42 � 41 40 39 38 2 /�43 40 `44 1 / 45 TEMPORARY EASEMENT POINT LISTING NOTES: SCALE: 1''=200' 0 200' 400' I I I I 1. THE HORIZONTAL DATUM IS NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, LAMBERT CONFORMAL CONIC PROJECTION, NORTH AMERICAN DATUM OF 1983 (NAD83) SURVEY FEET. f DS Army Corps of Engineers• Huntington District NINII 111111in ME I11111110 rc m z� .'Z 0� w 8 � N m �C f � m S� $ m w ° o N K Q Lu z Z O 0 K zLu N ~ O W Z a O 3 z z z z x z vi x F_ z > w o 2� N �Q w 3 z Z z w W P: LL N w Vi O Z Q } J Ye 0 2 f— O m Q 0 LL O F_ o a o N w 7- SHEET IDENTIFICATION CS402 9 0 o �a o �a �� F DS Army Corps of Engineers• Huntington District rc a °d a ° o_ rc H v s rc °d a 0 Yrc 0 Y O z i O F W F � f V ZA N Fa pm W C Y S� 2 U m m W ° 0 s 0 o N W Q W F z z U' W K K LL N N O Z W z w3 z z z x z Lp vi x K w LU � m Of Wz ?Wn za w p 0 F 0w oLL fl) F F- D U) SHEET IDENTIFICATION CS101 0 0 E �a 1 1 2 1 3 1 4 1 5 TREE AND /OR SHRUB -LIVE BRUSH LAYERING f� D � 8" WILLOW LIVE LOGS I EMBEDMENT AND NOTCHED TIE BACK LOGS WOVEN BURLAP MAT 8'' PEELED LOGS EMBEDMENT 1L AND PEELED NOTCHED TIE ENCAPSULATED SOIL 1 1 BACK LAGS EXCAVATION LIMITS TREATMENT 1 LOG TOE WITH BRUSH LAYERING C 6 A EXCAVATION LIMITS STRAW MAT WATTLES HERBACEOUS VEGETATION -LIVE LOG [8' LENGTH] ' -COE 24" TOP SIZE STONE EXCAVATION LIMITS WOVEN BURL z Y ENCAPSULATE TREATMENT 3 - STONE TOE WITH LIVE LOGS AND WATTLES LIVE STAKE AND WATTLE LIVE STAKES NATIVE GRASSES COE 246 STONE STRAW MAT LIVE STAKES LIVE STAKED WATTLE (SEE NOTE u 8" WILLOW LIVE LOGS EMBEDMENT AND REELED ' NOTCHED TIE BACKS LOGS 8" PEELED LOGS EMBEDMENT 1� AND KPEELED NOTCHED TIE EXCAVATION LIMITS 7 TREATMENT 2 LOG TOE WITH WATTLES ANGLE DIKE COE 24 "•36" STONE TREATMENT 7 - ANGLE DIKE WITH BRUSH MATTRESS TOE OF BANK r TYPICAL ANGLE DIKE r 1 EXCAVATION LIMITS 1L__ = t7 TREATMENT 5 - LONGITUDINAL DIKE WITH WATTLES N COE 24" TOP SIZE STONE _FLOW 3 20 IF 4' MIN. 4 ly RIFFLE STRUCTURE / CROSSING 1� 1 ANGLE DIKE COE 24" -36" STONE ORIENTED 60 DEGREES UP CHANNEL TYPICAL PLAN VIEW OF ANGLE DIKES - TREATMENTS 6 & 7 a N07 TO SCALE 17 EXCAVATION LIMITS 41 z TREATMENT 6 - ANGLE DIKE WITH WATTLES LEGEND 2Z n y WOVEN BURLAP MAT —- NATIVE GRASSES TREE AND /UR SHRUB _ STRAW MAT LIVE STAKE -) W Q 1. FOR LIVE STAKED WATTLE DETAIL. SEE SHEET CS303. BRUSH MATTRESS LIVE STAKED WATTLE 2. SEE DRAWINGS CS108 AND CS302 FOR SEDIMENT AND O SOUTH FORK CHANNEL TREATMENT • LIVE LOGS OR PEELED LOGS TYPICAL CROSS SECTIONS BRUSH LAYERING PROPOSED CONSTRUCTION SEQUENCE. SCALE 1 "•5' TYPICAL PLAN VIEW OF ANGLE DIKES - TREATMENTS 6 & 7 a N07 TO SCALE 41 z Lu 2Z n y _x 3 w NOTES: -) W Q 1. FOR LIVE STAKED WATTLE DETAIL. SEE SHEET CS303. Oz_ jr 2. SEE DRAWINGS CS108 AND CS302 FOR SEDIMENT AND O EROSION CONTROL DURING CONSTRUCTION AND PROPOSED CONSTRUCTION SEQUENCE. 3. CONTRACTOR MUST HAVE PERMISSION TO CUT TREES OVER 4" DIAMETER AT CHEST HEIGHT SI�'EET IDE�N+TIEFC/A�TION '' 0 s �a �� ESTABLISH PLANTING TYPES 1,2,5,10 &14 ESTABLISH PLANTING TYPES 3,4,10,14 AND BRUSH LAYERING, LIVE STAKES, LIVE LOGS AND WATTLES (SEEr� ��• NOTE 2) ESTABLISH WETLAND PLANTING TYPES (SEE NOTE 1) wwM R V k XW4 B, BRUSH LAYERED IN VERTICAL TRENCH (4' X 4') — ESTABLISH PLANTING TYPES 3,4,6,10,14 AND BRUSH LAYERING I F 1 f Po �l BRUSH LAYERED IN VERTICAL TRENCH (4' X 4') ESTABLISH PLANTING TYPES 1,2,10 &14 ESTABLISH WETLAND PLANTING TYPES (SEE NOTE 1) SPOT PLANTING OF WOODY TREES & LIVE STAKES. ESTABLISH PLANTING TYPES 6 & 14 DOWNSTREAM OF STA. 3500 I I Table 1 Planting Type Description Type 1 Tree Species for Bottomlard Hardwood 2751acre 42" high Type 2 Slmib Species for Bottorn!mid Hardwood 100/acre 36" high Type 3 Shrub Species for Riparian areas 100 /acre 36" high Type 4 Tree Species for Riparian areas 2751acre 42"Wgji Type 5 Balled and Burlap Trees for Bottomland Hardwood inrrimum caliper 2" Type 6 Balled and Burlap Trees for RI minirnn caliper 2" Type 7 Balled and Burlap Trees for Wl mininrmmn caliper 2" T e 8 Zone 1 Seed,Iix Type 4 Zone 2 Seed Mix Type 10 Zone 3 Seed Mix Type 11 Zone 1 Enter entAarding Tye 12 Zone 2 Emergent Planting Tye 13 Zone3 Emer ent Planting Tye 14 Ten orary Seed NFix Tye 15 Turf Grass Seed Mix NOTES: 1. SEE DRAWINGS CS104 AND CS105 FOR WETLAND PLANTING ZONES. 2. SEE DRAWING CS101 AND CS301 FOR CHANNEL 310- TECHNICAL STABILIZATION. 3. SEE SPECIFICATIONS FOR SPECIFIC PLANTS FOR EACH PLANTING TYPE AS DESCRIBED IN TABLE 1 ON THIS SHEET. 4. CONTRACTOR REQUIRED TO CHECK FOR AND AVOID UTILITIES WITHIN CWL. DS Army Corps of Engineers• Huntington District rc a a a ° 0 of 0 r 0 Y O i K O FF W F U f c Zi V N Fa pm FC di Y OC Z U m m W ° H m 0 H� K Q W F 2 Z U' K K W LL N N O W Z U) � 3 c7 ZOF z z z x z vi x �C0 0 w H Q > Z ag w U U Za D_ z z w Y 0 w w0 Zw Ngo 0 Ow I LU SHEET IDENTIFICATION CS 103 0 s a NOTES: ;,,,; 1. EXISTING CULVERT AT APPROXIMATE STA.2.25 TO US Amy Corps BE REMOVED AND REPLACED WITH CONTROL of Engineers° STRUCTURE. SEE SHEET CG501 FOR CONTROL Huntington District STRUCTURE DETAIL. k 2 AND CLAY 2STOLA DEPTHLOF 14T0 PLANTING ZONES 1 N 3. WETLAND CONTOURS REPRESENT 0.5 FOOT o EXCAVATION. \� \.y 4. SEE IN G CG301 FOR REPRESENTATIVE CROSS SECTIONS. 5. THE CONTRACTOR SHALL NOT EXCEED A 1V :7H \ SLOPE AS THEY CONNECT THE OUTERMOST ° WETLAND CONTOUR TO EXISTING GROUND. ° � w " 6. SEE SPECIFICATIONS FOR SPECIFIC PLANTS FOR ° EACH PLANTING TYPE YPE AS DESCRIBED IN TABLE 1 . \ ON THIS SHEET \ p ESTABLISH PLANTING TYPES, k 7. DURING CONSTRUCTION MINOR ADJUSTMENTS TO 3, 4, 7, 10 & 14 TREATMENT WILL BE AS DIRECTED BY COR. Aj �a \ x 8. TOPSOIL THAT HAS BEEN EXCAVATED SHALL BE of FLOW t STOCK PILED AND PLACED IN ZONES 1, 2, 3 & cu ADJACENT EXCAVATION AREA.IN THESE AREAS TOP p� /—— +——— I- -F — + + --4—\ SOIL SHALL BE PLACE TO 6" DEPTH TO ACHIEVE w o 0 o FINAL GRADE. o Table 1 X 9. THE CONTRACTOR SHALL SURVEY THE SITE AND SUBMIT COPIES OF FIELD BOOKS AND PROCESSED Planting Type Description SURVEY DATA IN THE FORM OF CAD DRAWINGS TO Type I Tree Species for Bottornland p BEFORE CONSTRUCTION BEGINS. 60 DAYS THE GOVERNMENT NO LESS THAN ESTABLISH PLANTING ....... ' Hardwood 275/acre 42" lll TYPES 7, 10, 13 & -14 ` 10. CONTRACTOR SHALL SUBMIT GRADING PLAN TO (ZONE 3) GOVERNMENT FOR REVIEW & APPROVAL 30 DAYS Type 2 Shrub Species for BOtt011lland BEFORE CONSTRUCTION BEGINS. o Q Hardwood 100/acre 36" 111 1 —} — _— APPX, ELEV. 13088.5 FT, �\ NOTE :'3) x Typel?�e�k peen Ee1r Riparian \ w r FLOW ' `''`� "��' �� - - - REMOVE EXISTING CULVERT, BACKFILL m ,areas 1 �'aCirQ 36" a WETLAND 1 > % �� Ci AND COMPACT BERM TO 95X Type 4 `tree Species for Riparian ALIGNMENT. \�� MODIFIED PROCTOR. APPX. ELEV. 3088 FT areas 2r`are' hr (SEE NOTE 3) . ESTABLISH "PLANTING.." TYPES 9, 12'& 14r:`�� j '. i TOP" Of BERM (APROXIMATE,L) o z Type 5 - Balled and Burlap Trees for (ZONE 2) t� � _ A 'Cu a G f titt?antl Hardwood, ESTABLISH PLANTING ZO E 1) PES 8_11 & 14 _ i ° rniniraw n eat r 2'x p o H - APPX.ELEV.3 ©88 " FT' ..A < Tv C 6 balled and Burlap Trees for (SEE NIDTE 3). R I mini raurn Bali Ler 2` Type 7 Balled and Burlap Trees for Ile�; k w WI a rnilman caliper 2"' / m Type 8 Tune l Seed Mix INSTALL CULVERT AND p Type 9 Zone 2 Seed Mix CONTROL STRUCTURE AND BACKFILL AND COMPACT TO �C Type 10 Zone 3 Seed Mix APPX. ELEV. 3088 FT 95X MODIFIED PROCTOR. (SEE w > T (SEE NOTE 3) ',DRAWING. CG50U' o o w Type 11 Zone 1 Emergent Planting - o Type 12 Zone 2 Emergent Plantin o CONTRACTOR SHALL PROVIDE SEDIMENT & EROSION CONTROL DURING 0 Z F EXCAVATION PHASE & PLANT ESTABLISHMENT. CONTRACTOR SHALL y INSTALL BLOCK & GRAVEL CURB INLET PROTECTION SHOWN ON Type 13 Zone 3 Emer ent Plantin DRAWING CS601 OR PROVIDE EQUIVALENT PROTECTION." Type 14 Temporary Seed Mix N ,Type 15 Turf Grass Seed Mix 3100 3100 3095 3095 0 3090 — _ — — — _ _. — — — — ` 3090 ? z 3085 3085 3080 EXISTING GRADE. DESIGN GRADE ASEE OXIIMATE EXISTING CULVERT LOCATION 3080 i z w oa 3075 3075 o Li a Z w 3070 3070 � ° g J o¢ w� 7 +80 7 +60 7+40 7 +20 7 +00 6 +80 6 +60 6 +40 6 +20 6 +00 5 +80 5 +60 5 +40 5 +20 5 +00 4 +80 4 +60 4 +40 4 +20 4 +00 3 +80 3 +60 3 +40 3 +20 3 +00 2 +80 2 +60 2 +40 2 +20 2 +00 1 +80 1 +60 1 +40 1 +20 1 +00 0 +80 0 +60 0+40 0 +20 0 +00 ° m Q � O Scaled 2.0000 Times Ver. x 0 Scaled 1.0000 Times Hor. a y Z g LEGEND WETLAND 1 PLAN, PROFILE, & PLANTINGS BALLED & BURLAP TREE (PLANTING TYPE 7) SCALE: 1 ''=40' SHEET 0 40' 80' DENTIFICATION CS 104 9 0 S s �9 CONCEPTUAL CONSTRUCTION SEQUENCE FOR COMPLIANCE WITH NPDES PERMIT 1. CONSTRUCT RIVER BANK RESTORATION WITHIN AND ADJACENT TO WETLAND 4. 2. CONSTRUCT DIKES FOR STREAM GRADE CONTROLS LEAVING THE WEIR SECTION OVERSIZED WITHIN THE CHANNEL. 3. CONSTRUCT TEMPORARY BERMS AS SHOWN ON DRAWING CS601, TO REDUCE SOIL EROSION. 4. EXCAVATE WETLAND DEPRESSIONS AND STOCKPILE AND MAINTAIN TOPSOIL. 5. PLACE CLAY & TILL INTO INPLACE SOIL. 6. PLACE TOPSOIL 7. ESTABLISH ALL REQUIRED TYPES OF VEGETATION. 8. MONITOR ALL SEDIMENT & EROSION CONTROL MEASURES DURING CONSTRUCTION AND DURING VEGETATION ESTABLISHMENT & WARRANTY PERIOD. Table 1 Planting Type Type 1 Description Tree Species for Bottoruland Hardwood 275 /acre 42'' high Type 2 Shrub Species for Bottomland Hardwood 100 /acre 36" high Type 3 Shrub Species for Riparian areas 100 /acre 36" high Type 4 Tree Species for Riparian areas 275 /acre 42" higb Type 5 Balled and Burlap Trees for Bottomland Hardwood minimum caliper 2" Type 6 Balled and Burlap Trees for RI minimum caliper 2" Type 7 Balled and Burlap Trees for Wl minimum caliper 2" Type 8 Zone 1 Seed Mix Type 9 Zone 2 Seed Mix Type 10 Zone 3 Seed Mix Type 11 Zone 1 Emergent Planting Type 12 Zone 2 Emergent Planting Type 13 Zone 3 Emergent Planting Type 14 Temporary Seed Mix Type 15 Turf grass Seed Mix r ABLISH PLANTING TYPES 9,12 &14,` NE 2) -DIKE (SEE SHEET CC301 FOR DETAILS) I i ESTABLISH PLANTING TYPES 8, 11, & 14 (ZONE 1) a 't f US army Corps of Engineers• Huntington District NIN'111II NINII n 09 w G f s U m m a W � k LL H m o8 w it a ,u 0 > 0 N ~ O Z co U) O 3 ix ZF U H imm NOTES: _ �ZZ 1. WETLAND CONTOURS REPRESENT 0.5 FOOT ELEVATION DIFFERENCE. ESTABLISH PLANTING TYPES 10 & 14 j 2. CLAY SHALL BE TILLED INTO PLANTING ZONES 1 (ZONE 3) AND 2 TO A DEPTH OF 4 IN. A, 3. TOPSOIL THAT HAS BEEN EXCAVATED SHALL BE STOCK PILED AND PLACED IN ZONES 1, 2, 3 & rq ADJACENT EXCAVATION AREA. IN THESE AREAS TOP 0 SOIL SHALL BE PLACE TO 6" DEPTH TO ACHIEVE W ? CHANNEL ALIGNMENT %' FINAL GRADE. > 0 g a 0 4. SEE DRAWING CG301 FOR REPRESENTATIVE CROSS z g SECTIONS. 5. THE CONTRACTOR SHALL NOT EXCEED A 1V :7H O Z ¢ QZ iyj g 3100 - - -- -- - DIKE - -- -- DIK E 3100 "' ry SLOPE AS THEY CONNECT THE OUTERMOST Y O p zz WETLAND CONTOUR TO EXISTING GROUND. m F W tL � 3090 EXISTING GRADE DESIGN GRADE — — — — — 3090 I'_ 6. SEE SPECIFICATIONS FOR SPECIFIC PLANTS FOR EACH PLANTING TYPE AS DESCRIBED IN TABLE 1 d j 3080 EXISTING HEAD CUT 3080 j ON THIS SHEET. y LU 7. DURING CONSTRUCTION MINOR ADJUSTMENTS TO 0_ W 3070 3070 W TREATMENT WILL BE AS DIRECTED BY COR. 7 +50 7 +25 7 +00 6 +75 6 +50 6 +25 6 +00 5 +75 5 +50 5 +25 5 +00 4 +75 4 +50 4 +25 4 +00 3 +75 3 +50 3 +25 3 +00 2 +75 2 +50 2 +25 2 +00 1 +75 1 +50 1 +25 1 +00 0 +75 0 +50 0 +25 0 +00 8. THE CONTRACTOR SHALL SURVEY THE SITE AND WETLAND 4 PLAN PROFILE, & PLANTINGS Scaled 2.0000 Times Ver. SUBMIT COPIES OF FIELD BOOKS AND PROCESSED SURVEY DATA IN THE FORM OF CAD DRAWINGS TO � i Scaled 1.0000 Times Hor. THE GOVERNMENT NO LESS THAN 60 DAYS SHEET SCALE: V =50' BEFORE CONSTRUCTION BEGINS. DENTIFICATION 9 PLAN TO CS 1 05 0 50' 100' GOVERNMENT FORLREVEWIT &GAPPROVAL 30 DAYS BEFORE CONSTRUCTION BEGINS. 0 g a 12'' DIAMETE VVC I LFiIVU '+ UIr\C I i r- I%-, 1L L) F— I/-%IL SCALE: NONE EXISTING GRADE 2 2 r7 3140 3200 3190 3190 3140 3130 3190 3180 3190 3180 3180 3130 3120 3180 3170 3170 3160 3120 3110 3150 3150 3140 3110 3100 z 3130 3140 3100 3090 3140 3130 — — ti— — — \ — _ — _ 3090 3080 3110 3120 3110 3080 3070 3100 3090 — — — i 3070 3090 3080 3090 — — — — ' -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 3060 3080 5 +50 3060 3140 3070 3060 3140 3130 3060 3130 3120 EXISTING GRADE 3120 3110 3110 3100 1 3100 3090 — — ` _ 3090 3080 DESIGN GRADE 3080 3070 3070 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 4 +00 3140 3140 3130 3130 3120 3120 3110 i - 3110 3100 3100 3090 _ — — — — — 3090 3080 3080 3070 3070 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 2 +50 WETLAND 1 CROSS SECTIONS WETLAND 4 DIKE TYPICAL SECTION A -A SCALE: NONE :H IN EXISTING SOIL STONE SPILLWAY 3200 3200 3190 3190 3190 3180 3190 3180 3180 3170 3180 3170 3170 3160 3170 3160 3150 3150 3140 3140 3130 3140 3130 3120 3140 3130 3120 3110 3130 / 3110 3120 3110 3100 i 3100 3090 — — — i 3090 3080 3090 — — — — ' 3080 3070 3090 3080 3070 3060 3080 3070 3060 155 -140 -120 -100 -80 -60 -40 -20 4 +050 20 40 60 80 100 120 140 155 3200 3200 3190 3190 3180 3180 3170 3170 3160 3160 3150 3150 3140 3140 3130 3130 3120 3120 3110 3110 3100 i 3100 3090 — — — — ' 3090 3080 3080 3070 3070 3060 3060 - 155 -140 -120 -100 -80 -60 -40 -20 2,%0 20 40 60 80 100 120 140 155 3200 3200 3190 3190 3180 3180 3170 3170 3160 3160 3150 3150 3140 3140 3130 3130 3120 3120 3110 , ;! 3110 3100 f 3100 3090 — — — - 3090 3080 3080 3070 3070 3060 3060 - 155 -140 -120 -100 -80 -60 -40 -20 1 +050 20 40 60 80 100 120 140 155 WETLAND 4 CROSS SECTIONS F DS Army Corps of Engineers" Huntington District NINE NINII rc m z� o R_ 0- w s m �C w U m io a w � m k o z a w F z z 1 _z Z 0 N N o � w z U) o 3 z z z z x z vi x Lp w z O F- LU > o m W z z w z z ow< g� wooer w> 0w �F- x 3 z D z w w of D. U.] Of SHEET IDENTIFICATION CG301 9 0 o �a ) I 1I 10' ASPHALT SURFACE 21 2 M M� M O M Mo PIT GRAVEL (3/8" MAX. DIAMETER) MIRAFI N180 FABRIC ABC STONE (1.5" MAX. DIAMETER) TRAIL TYPICAL SECTION FIGURE 1 - SLOPE PREPARATION a SCALE: 1 " =1' 0 1' 2' FIGURE 2 - GEOTEXTILE PLACEMENT FIGURE 3 - PLACEMENT OF GEOWEB SECTION 10' 2% 2% \—PIT GRAVEL (3/8" MAX. DIAMETER) MIRAFI N18ON FABRIC ABC STONE (1.5" MAX. DIAMETER) UNPAVED TRAIL TYPICAL SECTION SCALE: 1 " =1' 0 1' 2' l Water Orel Contra[ Structure'"' a a v 0 H 0 �a 0 Yrc 0 Y 4 K m 2� 0 R_ 0- w 8 Fa pm �F C QwQ Y OC Z U m m O � o N w a W F Z Z U' Va K W 0 N o N O z U) W Z 3 o � o * Vsat. xN F z e i :% r ..,... •. �r .r . ,, l€art nwalamillarkm aladd Recornammendomil component items-- Q a Ii1b4 ®I t tai irSCed: pt}3�" t t55 poswont debris, rodents, fists and w W . .. .. t i r or to in:� r road 4 � m J g� +,'' .. '.. .,•..: i y • ,n,... : , Ari e1 r kt iri5a'a3 on inlet and Side [1t o 3 — W U F s your pipeline causing s imL'uri� a nr nt .r fr¢ian £iABi'I!'.j a path n0 it 1 Z i w ,'. .. .... :., . A s Vo ( os a� j. Ir5 lied in hour of yoor Sir t2 on $ tnt '+.... ....5 yClu L'i C u#j" Off Water al Iri j o to Y O J LU V% O Q a Y J .a r : e as Of Yetur stsa boards tors mai o-aarde armor bearing (annual 0 � m � U — O ¢ d O FIGURE 4 ANCHOR INSTALLATION METHODS FIGURE 5 NFILL GEOWEB CELLS WITH LIMESTONE 57'S FIGURE 6 AFTER CONTRACTOR NO LONGER tnt�5�� of stopl:.. Is : nert ). _ r- � _j o REQUIES CONSTRUCTION ACCESS, PLACE TOPSOIL A5ratg r sto tae distal un t to avoid rodent entry. OVER STONE- FILLED GEOWEB & REVEGETATE PVC froff SCMORS Also A'dd1d „•die won py5,tsarcatl for detaits_ n �O NOTES: WETLAND CONTROL STRUCTURE TYPICAL DETAIL GEOWEB TYPICAL INSTALLATION DETAILS 1. INSTALLATION PROCEDURES SHALL BE SUBMITTED TO SHEET AND APPROVED BY GOVERNMENT PRIOR TO NOT TO SCALE INSTALLATION. NOT TO SCALE DENTIFICATION CG5O1 EXCAVATE TO LOWER RIVERBANK BY APPROXIMATELY 3' DS Army Corps of Engineers" Huntington District NINII NINII illilill 0 1 z Uz ad o w F f 8 Fa pm FC QwQ Y OC Z U m m O � w m k �o LL o N W Q W F z Z W � � LL N Co O W Z U O 3 a z z D z X z vi x 9 0 �a r1 STA. 2100 OF SOUTH FORK CHANNEL ALIGNMENT W z 3100 NEW TRAIL _25 _, I�� 2 3100 z 3 m w 0 O O z z w LL a 3090 r - - -- - -- __ - -_— — — _ - - - -- 3090 0Z< zz EXISTING GRADE o °m < g g W 3080 3080 W = ; p w 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 0' O STATION Scaled1 TimesHor. BOTTOMLAND FOREST 4 PLAN & PROFILE :0000 Scaled 1.0000 Times r. SCALE: V =40' 0 40' so, SHEET i i i i IDENTIFICATION CS 106 9 0 �a NnTFS- SEDIMENT AND EROSION CONTROL PLAN SCALE: 1''=100' 0 100, 200' i i i <\ N \ „ F 5F . I FrFNn — CENTERLINE OF SOIL BERM S F — SILT FENCE RIVER WARD LIMITS OF TREATMENT US Army corns of Engineers• Huntington District NINII NINII 11111111 1 °a rc m 0 w Fa pm �F C QwQ Y OC Z U m m O � o N w F z z w � � co U) z 0 N O W z 3 z z z z x z vi x g a J O > F- K m z N O w V U z z z W O Z Q 0 w0 0 O m Q W oC y Z W 2 0 W N SHEET IDENTIFICATION CS 108 p� tl 0 �a STEP 1 STEP 2 TREATMENTS 1 & 2 PROPOSED CONSTRUCTION SEQUENCE STEP 1 STEP 2 TREATMENTS 3. 4, 5, 6. & 7 PROPOSED CONSTRUCTION SEQUENCE 31 1 I STEP 3 STEP 3 SCALE: 1 ''=5' 0 5' 10' STEP 4 STEP 5 STEP 4 STEP 5 Irmn I I 0 0 rc H 0 L I I rc Y 4 rc w i e5 o R_ 0- w 8 Fa pm �F C QwQ Y OC Z U m m O � w m ko LL o N W Q W F z z U' VLL K W LL N N O � W z a 3 z z D z X z Lp N x CONCEPTUAL CONSTRUCTION SEQUENCE � a COMPLIANCE WITH NPDES PERMIT FOR ; o m 8 O 1. STEP ONE SHOWS THE APPROXIMANT EXISTING BANK N i z w ZO U 2. STEP TWO SHOWS THE CONTRACTOR SHALL INSTALL THE RIVER WARD LIMITS OF O z < O = EACH REACH OF TREATMENT, INCLUDING UP AND DOWNRIVER BEFORE EXCAVATION x p W F OF RIVER BANKS FOR SEDIMENT AND EROSION CONTROL. W m F w Z 3. STEP THREE SHOWS RIVER BANK EXCAVATION Z U 4. STEP FOUR SHOWS THE INSTALLATION OF TREATMENTS y 5. STEP FIVE SHOWS TOPSOIL PLACEMENT, REVEGETATION W d �O a SHEET IDENTIFICATION CS302 NOTE: TREE SHALL BE SET 2" HIGHER THF" T" GROWN AT NUI NEVER CUT LEADER REMOVE BURLAP FROM TOP 1/3 OF BALL PLANTING MIXTURE AS w SPECIFIED AND GENTLY COMPACT EXISTING GROUND FORM PEDESTAL WITH PREPARED — VARIES ME SUBSOIL TO l Ti PREVENT SETTLING = N1— b CONSTRUCTION SOIL BALLED & BURLAPPED DECIDUOUS TREE DETAIL NOT TO SCALE 1/2 BALL WIDTH SHRUB PLANTING DETAIL NOT TO SCALE GROUND LEVEL TO BE SAME AS BEFORE DEIGGING LOOSEN AND FOLD BACK BURLAP AROUND TOP 1/2 OF BALL PLANTING MIX EXISTING SUBGRADE ALL ON -URBED SUBGRADE Prepare Wattling, Cigar-shaped bundles of live brush with butts alternating, 0-1tt i.t tied i ltt.. Species which root are preferred, TIE . Trench above stakes l dig_ of bundles s Place bundles in trench . Add stakes through and below bundles 5. Cover wattling with soil, tamp firmly 3 1/2' MINIMUM EMBEDMENT PREPARE WATTLING: CIGAR - SHAPED BUNDLES OF LIVE BRUSH WITH BUTTS ALTERNATING, 8- 10'DIS., TIED 12 -15'' O.C. SPECIES WHICH ROOT ARE PREFERRED. LIVE STAKE DETAIL NOT TO SCALE N.T.S. NOTE_ Work starts at bottom of cut or till and proceeds from, Step t through Step LOOSEN ROOTS AFTER FROM CONTAINER EMERGENT PLANTING DETAIL NOT TO SCALE US Army corns of Engineers" Huntington District 9 z- rc a °d a v ie H 0 �a 0 0 Y 4 oR 8 N m �C w S� 2 U m a m W � k LL 0 M - m 8 v a� a rn N W Wes? Z 00wo U, u_ N N 0 It Z a 0 3 ix z z zz =z co m .a z W O > F tJ N 5— Q LU Z Z W F n 0 Z < z 0 Y O O m Q O z O W d ul (D W SHEET IDENTIFICATION CS303 9 0 0 o 3 U H 2 1. SET THE 5TAUES i. EXCAVATE A 4 "X 4•• TRENCH OPSLOPE ALONG THE LINE OF STARES. D AV I 4" DEEP C B A 3. STAPLE FILTER MATERIAL TO 4. BACKFILL AND COMPACT STAKES AMID EXTEND IT INTO THE EXCAVATED SOIL. FINE TRENCH. CONSTRUCTION OF A FILTER BARRIER 3 NOTE: FENCE POST SPACING SHALL NOT EXCEED 10' TO CENTER �E FLOW . ipA ER NI FILTER CLOTH 2 °'�AHETER W AN, OAEQ OR • vOISaNIu NOTES: AAgg,T� INSPECTEZMp ATL�LL1 ffE"' 10ENRCE EVERY SRRS5EVEEEEI THE SITE DAYS TH�ANW0.51NN�HE$ EFSRAIIi PER 2-0 H011RMPER .. OF GREATER DETAIL 2 - SILT FENCE DETAIL Not TO SCALE EARTHEN RIDGE CHANNEL TO DIRECT FLOW TO PIPE SLOPE DRAIN OR FILL SLOPE OTHER CONVEYANCE NOTE. CONTINUALLY SLOPE BACK AS FILL I SC ONSTRUCTED. SEED AND MULCH SLOPE EVERY 10 FEET OF FILL OR EVERY T DAYS, WHICHEVER COMES FIRST li TEMPORARY BERM BEET II NSPAECTED IAT� LEASTL ONE EROSION SS _N LCOLOENDAR pSpy SITE SHALL AND WITH IN 24 HOURS AFTER ANT STORM EVENT 0 GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. SUPER SILT FENCE NOT TO SCALE ',teaa :� ■, r.�: ELLYM ION 4 CURB INLET WIRE SCREEN GRAVEL OVERFLOW RUNOFF WATER WITH SEOIMENT _ SEDIMENT IL IIIII III - III - 111111 Fill WIRE SCREEN 2-X4- WOOD STUD hO.YE�KETE TREATED WATER p -p -�• - 111 -ill. TiI.MIII = 111:IIfS_�1 I. j, =ll — 111111= III III' ". IIIT�_ III III CURB INLET NOTES: I. GRAVEL SHALL BE CLEAN 3,14- TO 8" COARSE AGGRECATE 2. THIS METHOD EOF INLET PROTECTION IS LIS APPLICABLE AT CURB PR VEHi EXCE AN VFRFbOW OR AFLIOODINGS NECESSARY TO BLOCK & GRAVEL CURB INLET PROTECTION NOT TO SCALE A p❑ pC[HECKI�cCXAM SPACING g Hp NOTE: L= O�E01151hi EiEV4r 104 H MAXIA01lM4 VISTANLEB30O 5 a VARIES 5� 1 MINI �MpUNM $ INTO 0 TRAP EkCdVd TE❑ TRAP I �A.A"�Az j � DITCH FLDN 1 Y��kY P - I� � .�, ;iJy', RF.' ��I VARIES i �_ �£'4�• ------ !- DEPTH vARIES sw 0 v Z r CT W CROSS SECTION CHECK DAM WITH SUMP, [ g�� 5 LL BE CC R�[ E� N. NOTE: SITYONE ESLA15 5Pq ❑7ECTIpS �SEE TSPECS iH CLA55 f 0PE ROCK CHECK DAM NOTE NOT TO SCALE v I�'EET IDENTIEFCATION '' F DS Army Corps of Engineers" 4y J Huntington District NJ y j II (� - 11 .• .1 J' fill E - � � ��" � EPM NO.1 TTC treelor eAell wi+csi vlwroe - •' F EPM R0. g• xmr.a aerakbr:r.rldwte ) ae gleemg'sn ai.11� f+Medma `� I` .gocy eo br �h trl mm,� ns varlx ro �ne. u. �. mfu11. a.firrr� s. �y iwriv O�.r+- bn mr_ ` =ly fo Ne prrppx of emPl�asrz.e rrenh d[ L+e EP13 }q, 1.- fie} [bu 3a ] nrd h am+i lr�iN Wtl'.rm a1 4 T sac. ve 'R aM1V f ra "p raped r ru yy mry 1 Ynra d'+oaap rr mntmet. He M111 mhiu tha Pcdn m adM v xd e . Y0. s. - vrg a —7 61: pn will nt be pery goel and that r® m shoals M z Hrc limee u u- a•oid��4 hcdi[6 Hx� TIII w nCe[a[ bf ri+w er y rr:,we m] d cr�N. 4l a bid m mr mumam ?eN-al lives I. peL WmL of AW jj f °d rs � rs .��. I11�1• so _ ii :�Y + rs a• !,- a w r �.• i /fr i i_ :rte. ?' Y tm ate -,�li r ^�` !; �. ' ?�s / • " [J ICI r� i ° _ �..�, ,. row `s3• i I' 'y1 T: k __.rt*t,r EPM NB. 6. nnr;� mmrinr �pm.r�nt, _• ane ab.;f . -.a n, x di•w.d m r.11 •a. ?� R. c+ : �. ?'�`��`' " � dr: -' .,l.. .. ILL, mdremain and wAere opemtioweetor rronrW.[ f•h , rnGneu III eguu[e p Nmn Gwn 8PH Y0. f. 0.ap•w gun pe ovar mru b nxd mnur mrv; rn rgrrr.,• ma EM Nw 8. Au I-wrnrs n nnle[ A" 1• Ma. ahN rw or "in Jwn. Tna EYH NR 9. -no trued wwMa am rpdM ymrns [e....n M p[:r,p,k.µ u ap EPH N. 1R -1rAan n+pa kraMa Awns t+ ,such Gaily shall any ahrube wldeh ery m renJn kel.l. Bwn d-nun u yr w ✓.r.t..n,m pe w ,rr.u. tmvmas riN axw SILL me M p9raened. prawe vn pry q aspo.,nd or r wlee wa<mie —14 dr w!n pt O,r iael a.k uwrrred br o-vlr we J 11 a yen. -.. In.ute maepauab d-..1 J11 u. Y o � _ � ,. .- '>,k ,� 0 6' 4 •3k .3 �ijf s =: _<� ;F v m LL Ed L g al ,eq "�rif sb ��f Z •?r1. " F. is §i' g J [ Vbl r�,F #,., �� S ..._ ' 3 , a - 4 3 as`n3i ��,:srr�,•�.v' i• s .1 � w m �' _ a, � � ^�,� c, �� zy� - i,.3�1''••. I ��€ a ia• t � w 40� m �4 w •` a�^a� _ f 5r :�� '• 1 y;r.s 1, o i€. }: ��yy EPMNP 11. Aampe shall be mnet. M:ar�le�ee r. +++. Jul ba... li. EPM �t0.1I.- Ati+- +riJw¢pl.w belararursae..t- rr : swer.e.o pn•.0 ` ` " l `'• „gyk W r Z np Of W dr..11 umx nory. rud odn notes -n GIVe:.p JaY k. T�wN. rd Jw uer r. £%r Yn IL- emu.enr iul error a.,rs.rr y.d.r. Invlaw n vnex e.- Z (� Tra?ie wnmirgaereae an.x hetprovidee n L�iy ira.L ud m.r.e�ud durag mernw atirad m • rr ml zm�trhle aoLFie appyJnr m Ib Yoga t. �uu. - xFasi.e ura,rd eanr.l !rm � ea mwv Ja dopes TM'ag }.r.en rlaLk paud at Y+.�e 11.rO.rl,.at ud ts. em cT Jill M In EPA Va IC Aepr ea 2r Yrta.' r14 rYl Sa [naed and draeetl W blend wi.A the ed -n operalwna. wR•mr_ .rt m. do..t a.r w.a .r k.a..an .p n. d.y. u wworcl U Na tw Uran[ OSm. k. wc•...a a.....r .�.sr.w al.n taaaar anw. Z LL m f O W z r 0 z U z Z ®3 Y ® ' = 1 ■ ■ = z r s ! .re. e s r• `• a Fi - ,. ,f ' a x z 111 gsF t z `gg,, I :B4ii 3, �1lr�, [ I i. Ek• ![ . -o�r S, » .: \1 \'' Gi tJ U a k!_ � -s3 • €� -a �� _ zZW O dk €4 s `s. -\ `�` RPM Na dr -n. a. p.0 : ma, ..�I _a m Tenne. , e j f ••,i . 3- , _ i - :•- 93 i s [ _q t'- ti f E - 6 F 3 #k.- � 4lYI''r!/. 1'I - * /jI - Q 1:7 Z 0 W 0, O o F W j N 12 = fmw veae r a m +e rnaua "4 g'pfO' Newe•iv _ane . N iir- hez�de. -wsly der, y.nr ISPM 10. r19. ; �. .urrd sa • W lmm [4a}am. lido x d- reared .1 a a m�.rr r. EPM 9a 19. 1Te ex N gwprun �tl�in .w. -d f!a'I 'x 1rH x va ntapruy to a (n EPM No. 16. en LII xe W :rralM'sx a4au w! ext4 . ores rA:w :cgu: a olAerH:r�.e� v,brL] ern eeykk+ Mr.Va Mr^o =..n eye eaar+�aY- z.a.rae w fr epinr -..a err a4+re] airar�+ ah-. f 3 U) 7 F N Z U SHEET IDENTIFICATION CS602 1B OF A o. r 1 k :kl EPM No. 20.— Whuefrequ..t ntramcroaivm ueneaeeery,tem:.�r.rr tl.ar4xlr:dgn shell he proaidM. 4tijV J r , d EPM No. 24. Except ea r�tr—i by pbe Plro Control 01—, h np she] eewrt eon• ttnuoue, rapid and complete eombuetion. To meet t requirement, ba iu Pi W I 1I Y Yep under mv-. attendance by heavy auipment end rpera who f :: sack •r W. In hrd- ing piles from the edges, or shall fad 12le with edditlm,l cmnbua #Dle.. .w W EPM N. L0. —FUii 1' .Adll h. uwd - 4— hp.x.Unp w napes EPM Na 21. -T6. fbvrrwmr d g�!om. rl k J. a alm.rr w P�..el: ur hrrra or uNU[Fewn b •bp pafe N WLS abd'_W4 of I t 7�t ,y 7 8PM NC i0. dlun plw and ledl.lduel wxw of paned meurrli w:l Rot N ml W b emridv. DON'T ffib 7iel. 2a —TU pmgd R lyinr see Gap 'sap. rbe u2 brmer � iNn anp we ...sap ewieer a y ravear 6o.n Iti iaw [Sea W l.r Tryar - rxdun, EPM Y. =, —F.11 lbbdu .h.: be mad �. a.>.•..ng er..brt i>ti ]e[1 M proPr —d- DON'T . LQ HPM Iii E2. --lw CmrraCar .bati mew Yiy .II eeravatiaea eo!anrmn-e. "•" ,.IXaY r..dr. YYe! silo.. n..s I,errPr a ,.r.4 pll Mn r.r1 srwr .iN�i. or rilvu! U,r anlaet - ppylprgim ie.e fry a.s >•kIJ rvg:e ome a 4r.>ud � e'1:Ilvp u cI}drA 0 Y EPM Na 28- high hnt Wroi•e y E m mne m f mxee P—A InnMrabre. ev.e yIn or venc4e. C. EP7l 21P. 24rr+dev er bk.ai >rm W c,n » pnekm :. �, . s.vra aa. ep. '. _ eT mnlim v�'M +: -0or W ex=2e4 n 9 eavral 3mm ILe rYnr. E • ISM NO. S 1. In — — -1 1 rb. rose od n mv1 i _ — n reurErrt et e.6 . W. Iadl+it drariagp. r ar RPM Na a -AM,t Ixmpaea+r meaeM. of —im eonele[Ing at v,,i klNg, chme- at•I VYtm�L e¢.p ttt'mSCm :r.eam! w MW mciedr e1W1 Le provided W control duet EPK Na 27- —We maYnr.:s lh.Il rot ee damped oe .bp DON'T I" %v. 29.- 2m.aaiv of 'Lwec- Vary +L he ro.ducted m ouch a manner that a+r,L�.e .annr,• i,oa . -. a,L �.� m lea o+ m.eerial down ue aeP.. i4! llp Ae A e]rr Fou�drrt I t DO DON'T PPM M. 12� !see — eot4h ud bmWe.e -- outside the Mlehed eI.— shell u reavvE Hsen opn.tiaes Tor r�.ti U u I— YI will — deface Ne lands N. ..ff-1 a.nly Corps L'1} En ®incen• 0 0 Ofv a� Q 0 Y z o o w N — fm pmp mU' �F C fQ y� OC Z U m m; — O na � 0 v � dpi a rn N W z Z Ur t7 K K Z LL y ~ O W z r z z z = z fri x fA LU w U fY LL LL z z w d 0 LL LL N Z fh 0 Z 0, W O m F _ H 3 fn 7 F- N Z O U SHEET IDENTIFICATION CS603 2g or zy LIM GEIENiINd NIhEL K- �` ___uR1,3,Eh. L —___ _ I i ilRlt uR I Y I WITFMION 6108E dpol0p0TW0Pg Ms I AIDS IN MCn MSNTIgN WRING BUSTING 2.PREVEMS ROCK PARTICLE LOS+ W RING LOAOIN AND HA LING PPM Na. 2II.Tl,s yeusm of ilrl:llne and me seyle n leg of 5a slrvr b. x• sdi{e of brrhM pvu slrl IM rwL w W vnril- nI Ihn rvagse re.an�M aµlnn Lae qr maven, dnwn yip elpp. :[ rxi m eu n a .w W EPM N. L0. —FUii 1' .Adll h. uwd - 4— hp.x.Unp w napes EPM Na 21. -T6. fbvrrwmr d g�!om. rl k J. a alm.rr w P�..el: ur hrrra or uNU[Fewn b •bp pafe N WLS abd'_W4 of I t 7�t ,y 7 8PM NC i0. dlun plw and ledl.lduel wxw of paned meurrli w:l Rot N ml W b emridv. DON'T ffib 7iel. 2a —TU pmgd R lyinr see Gap 'sap. rbe u2 brmer � iNn anp we ...sap ewieer a y ravear 6o.n Iti iaw [Sea W l.r Tryar - rxdun, EPM Y. =, —F.11 lbbdu .h.: be mad �. a.>.•..ng er..brt i>ti ]e[1 M proPr —d- DON'T . LQ HPM Iii E2. --lw CmrraCar .bati mew Yiy .II eeravatiaea eo!anrmn-e. "•" ,.IXaY r..dr. YYe! silo.. n..s I,errPr a ,.r.4 pll Mn r.r1 srwr .iN�i. or rilvu! U,r anlaet - ppylprgim ie.e fry a.s >•kIJ rvg:e ome a 4r.>ud � e'1:Ilvp u cI}drA 0 Y EPM Na 28- high hnt Wroi•e y E m mne m f mxee P—A InnMrabre. ev.e yIn or venc4e. C. EP7l 21P. 24rr+dev er bk.ai >rm W c,n » pnekm :. �, . s.vra aa. ep. '. _ eT mnlim v�'M +: -0or W ex=2e4 n 9 eavral 3mm ILe rYnr. E • ISM NO. S 1. In — — -1 1 rb. rose od n mv1 i _ — n reurErrt et e.6 . W. Iadl+it drariagp. r ar RPM Na a -AM,t Ixmpaea+r meaeM. of —im eonele[Ing at v,,i klNg, chme- at•I VYtm�L e¢.p ttt'mSCm :r.eam! w MW mciedr e1W1 Le provided W control duet EPK Na 27- —We maYnr.:s lh.Il rot ee damped oe .bp DON'T I" %v. 29.- 2m.aaiv of 'Lwec- Vary +L he ro.ducted m ouch a manner that a+r,L�.e .annr,• i,oa . -. a,L �.� m lea o+ m.eerial down ue aeP.. i4! llp Ae A e]rr Fou�drrt I t DO DON'T PPM M. 12� !see — eot4h ud bmWe.e -- outside the Mlehed eI.— shell u reavvE Hsen opn.tiaes Tor r�.ti U u I— YI will — deface Ne lands N. ..ff-1 a.nly Corps L'1} En ®incen• 0 0 Ofv a� Q 0 Y z o o w N — fm pmp mU' �F C fQ y� OC Z U m m; — O na � 0 v � dpi a rn N W z Z Ur t7 K K Z LL y ~ O W z r z z z = z fri x fA LU w U fY LL LL z z w d 0 LL LL N Z fh 0 Z 0, W O m F _ H 3 fn 7 F- N Z O U SHEET IDENTIFICATION CS603 2g or zy