, LLC ACCESS ROAD, PAD & FLOWLINE FLOWLINE END SEC 7 T1S R13W SM NINILCHIK, ALASKA FLOWLINE & ACCESS ROAD START PROPOSED 200' x 300' DRILL PAD M.P. 130 STERLING HWY ACCESS ROAD END INDEX S 0 1000 VICINITY MAP 2000 NO. 1 2-6 7 8 9-16 17-18 DESCRIPTION COVER TYPICAL SECTIONS DITCH FILL PLAN PAD PLAN VIEW PLAN VIEWS TABLES : 1"=1000' NO. 1 143123
VARIABLE WIDTH 28' MIN 3% 18' 3% 2:1 30" MIN. KPB TYPE I 2:1 GEOGRID BX 110 ON NON-WOVEN GEOTEXTILE GEOTEX NW 601 OR EQUAL A 2 18' WIDE ROAD TYPICAL SECTION - : 1" = 10' - STA 0+00-22+70 TRANSITION 50' TRANSITION 100' 50' PULLOUT 18' 28' 28' ROAD 18' ROAD SHOULDER NOTES: 1. ADDITIONAL PULLOUTS WILL BE CONSTRUCTED WHERE HILLY TERRAIN AND LIMITED SITE DISTANCE ARE PREVALENT TO ASSIST TRANSPORTATION NEEDS. 2. GRAVEL FILL SHALL BE PLACED IN NO GREATER THAN 12" LIFTS AND COMPACTED. 3. GRAVEL FILL SHALL BE UNDERLAIN WITH GEOTEXTILE. B 2 18' WIDE ROAD W/ 10' PULLOUT : 1" = 40' : VARIES NO. 2 143123
VARIABLE WIDTH 28' MIN 18' CORRUGATED STEEL PIPE GEOGRID BX 110 ON NON-WOVEN GEOTEXTILE GEOTEX NW 601 OR EQUAL NATIVE SOIL PRE-LEVEL WITH 6" PIPE BEDDING MATERIAL A 3 1. ALL CULVERTS SHALL BE CORRUGATED STEEL. 2. PRE-LEVEL WITH 6" PIPE BEDDING MATERIAL. 3. CROSS CULVERTS IN UPLANDS SHALL BE INSTALLED WITH AN ENLARGED (BELL HOLE) DITCH SECTION ON THE INLET END. FILL TO 6" DEPTH WITH DITCH LINER MATERIAL. 4. CULVERT PLACEMENT FILL IS 2.3 CUBIC YARDS PER CULVERT. 18' WIDE ROAD- W/ CROSS CULVERT TYPICAL SECTION : 1" = 10' MOUND 6" TO 12" TO ALLOW FOR SETTLEMENT DOZER TRACK SURFACE 3.0' 30" (MIN) COVER COMM. & POWER LINES 4' WARNING TAPE (2) 6" Ø GAS FLOWLINES B 3 TRENCH TYPICAL SECTION : 1" = 2' : 1" = 10' NO. 3 143123
SILT FENCE TRENCH MOUND 6" TO 12" TO ALLOW FOR SETTLEMENT DOZER TRACK SURFACE 10' TEMPORARY STORAGE AREA GEOTEXTILE OVERLAP 12" UP SILT FENCE 2.0' PROPOSED ACCESS ROAD SEE TYPICAL SECTIONS A/2 FLOWLINE TRENCH SEE TYPICAL SECTION B/3 A 4 TRENCH & TEMPORARY STORAGE TYPICAL SECTION : 1" = 5' - STA FL0+00 - FL19+70 A 4 10' TEMPORARY STORAGE AREA 4' WIDE FLOWLINE TRENCH VARIABLE WIDTH - 5' MIN SHOULDER SHOULDER 18' PROPOSED ACCESS ROAD VARIABLE WIDTH - 5' MIN TOE B 4 TYPICAL ROAD, TRENCH, & TEMPORARY STORAGE PLAN : 1" = 40' : 1" = 5' NO. 4 143123
PROPERTY LINE 25' EXISTING ROAD EXISTING GROUND FLOWLINE TRENCH SEE TYPICAL SECTION B/3 DITCH W/ OPEN FLOW NOTE: ALL TRENCH FROM STATION FL30+10 TO THE SUSAN DIONNE PAD (STA FL58+20) WILL BE STORED IN AN UPLAND AREA ONSITE. SEE 13. A 5 TRENCH TYPICAL SECTION - EXISTING ROAD : 1" = 10' - FL30+10 - FL56+95 MOUND 6" TO 12" TO ALLOW FOR SETTLEMENT DOZER TRACK SURFACE FLOWLINE TRENCH SEE TYPICAL SECTION B/3 B 5 NOTE: ALL TRENCH FROM STATION 28+65-55+45 WILL BE STORED IN AN UPLAND AREA ONSITE. TYPICAL TRENCH TYPICAL - : 1" = 5' - STA FL56+95 - FL57+82 : VARIES NO. 5 143123
CLEARING LIMIT TOE PAD TOE TO TOE WIDTH VARIES CLEARING LIMIT TOE PAD 212' 200' 2:1 KPB TYPE I 36" MIN PAD FG 126.5' 2:1 GEOGRID BX 110 ON NON-WOVEN GEOTEXTILE GEOTEX NW 601 OR EQUAL 18" BERM 2:1 SIDE SLOPES (TYPICAL) A 6 PAD TYPICAL SECTION : 1" = 40' - FACING NORTHEAST CLEARING LIMIT TOE PAD TOE TO TOE WIDTH VARIES CLEARING LIMIT TOE PAD 334.5' 310.5' 2:1 KPB TYPE I 36" MIN PAD FG 126.5' 2:1 GEOGRID BX 110 ON NON-WOVEN GEOTEXTILE GEOTEX NW 601 OR EQUAL 18" BERM 2:1 SIDE SLOPES (TYPICAL) B 6 PAD TYPICAL SECTION : 1" = 40' - FACING NORTHWEST : VARIES NO. 6 143123
117 500' MHWL SETBACK PROPOSED ACCESS ROAD SHOULDER 48" x 35' CSP w/ END SECTIONS STREAM 18.0' 118 FILL SLOPE DAYLIGHT 119 6 A 120 121 18" BERM 2:1 SIDESLOPES 18" BERM 2:1 SIDESLOPES PROPOSED PAD 60000 SF FG = 126.5 122 339.5' 124 237.7' 200.0' 310.5' B 6 0 60 120 : 1"=60' NO. 8 143123
0 100 200 : 1"=100' NO. 9 143123
0 100 200 : 1"=100' NO. 143123 10 18
0 100 200 : 1"=100' NO. 143123 11 18
0 100 200 : 1"=100' NO. 143123 12 18
0 100 200 : 1"=100' NO. 143123 13 18
0 100 200 : 1"=100' NO. 143123 14 18
0 100 200 : 1"=100' NO. 143123 15 18
0 100 200 : 1"=100' NO. 143123 16 18
PAD DATA FOOTPRINT IMPACTED AREA FILL FILL 77464 SF 77464 SF 0 CF 0 CF 409381 CF 409381 CF 1.78 AC 1.78 AC 0 CY 0 CY 15162 CY 15162 CY ACCESS ROAD DATA FOOTPRINT IMPACTED AREA FILL FILL 94476 SF 67091 SF 7182 CF 0 CF 199229 CF 154216 CF 2.17 AC 1.54 AC 266 CY 0 CY 7379 CY 5712 CY ACCESS ROAD DATA: LENGTH = 2986.2 LF (2270 LF ); MIN. WIDTH = 28'; MIN. FILL DEPTH 2.5' FLOWLINE TRENCH DATA FOOTPRINT IMPACTED AREA FILL FILL 23292 SF 8228 SF 69876 CF 24684 CF 0 CF 0 CF 0.53 AC 0.19 AC 2588 CY 914 CY 0 CY 0 CY FLOWLINE TRENCH DATA: LENGTH = 5823 LF (2057 LF ); TRENCH AREA = 12 SF, TRENCH WIDTH = 4' : N/A NO. 143123 17 18
FLOWLINE TEMPORARY STORAGE DATA FOOTPRINT IMPACTED AREA FILL FILL 30100 SF 19700 SF 0 CF 0 CF 36120 CF 23640 CF 0.69 AC 0.45 AC 0 CY 0 CY 1338 CY 876 CY NOTE: FILL QUANTITY IS TEMPORARY STORAGE EXCAVATED TRENCH MATERIAL. MATERIAL WILL BE PLACED ON GEOTEXTILE FABRIC IN AREAS. LENGTH = 3010 LF (1970 LF ); WIDTH = 10'; AREA = 12 SF EXISTING DRAINAGE FILL FOOTPRINT IMPACTED AREA FILL FILL 1766 SF 1766 SF 0 CF 0 CF 6156 CF 6156 CF 0.04 AC 0.04 AC 0 CY 0 CY 228 CY 228 CY NOTE: FILL = 228CY (220 CY PEAT & 8 CY GABION ROCK) QUANTITIES FOOTPRINT IMPACTED AREA FILL FILL 227098 SF 174249 SF 77058 CF 24684 CF 650887 CF 593393 CF 5.21 AC 4.00 AC 2854 CY 914 CY 24107 CY 21985 CY NOTE: AN ADDITIONAL 7.3 CY (2.3 CY 18" CSP * 5.0 CY 48" CSP) BEDDING FOR CULVERTS (CSP) IN. : N/A NO. 143123 18 18