HILCORP ALASKA, LLC KALOTSA PAD
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1 , 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 VICINITY MAP 2000 NO DESCRIPTION COVER TYPICAL SECTIONS DITCH FILL PLAN PAD PLAN VIEW PLAN VIEWS TABLES : 1"=1000' NO
2 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 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
3 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
4 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 FL 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
5 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' - FL 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 WILL BE STORED IN AN UPLAND AREA ONSITE. TYPICAL TRENCH TYPICAL - : 1" = 5' - STA FL FL57+82 : VARIES NO
6 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
7
8 ' MHWL SETBACK PROPOSED ACCESS ROAD SHOULDER 48" x 35' CSP w/ END SECTIONS STREAM 18.0' 118 FILL SLOPE DAYLIGHT A " BERM 2:1 SIDESLOPES 18" BERM 2:1 SIDESLOPES PROPOSED PAD SF FG = ' ' 200.0' 310.5' B : 1"=60' NO
9 : 1"=100' NO
10 : 1"=100' NO
11 : 1"=100' NO
12 : 1"=100' NO
13 : 1"=100' NO
14 : 1"=100' NO
15 : 1"=100' NO
16 : 1"=100' NO
17 PAD DATA FOOTPRINT IMPACTED AREA FILL FILL SF SF 0 CF 0 CF CF CF 1.78 AC 1.78 AC 0 CY 0 CY CY CY ACCESS ROAD DATA FOOTPRINT IMPACTED AREA FILL FILL SF SF 7182 CF 0 CF CF CF 2.17 AC 1.54 AC 266 CY 0 CY 7379 CY 5712 CY ACCESS ROAD DATA: LENGTH = LF (2270 LF ); MIN. WIDTH = 28'; MIN. FILL DEPTH 2.5' FLOWLINE TRENCH DATA FOOTPRINT IMPACTED AREA FILL FILL SF 8228 SF CF 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
18 FLOWLINE TEMPORARY STORAGE DATA FOOTPRINT IMPACTED AREA FILL FILL SF SF 0 CF 0 CF CF 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 SF SF CF CF CF CF 5.21 AC 4.00 AC 2854 CY 914 CY CY 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
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, LLC STERLING HWY. M.P. 142.8 28 33 TIM AVE. DEEP CREEK UNIT BOUNDARY 27 26 25 TIM AVE. CULVERT REPLACEMENT PROPOSED ACCESS ROAD 34 35 36 T2S T3S 31 NINILCHIK, ALASKA 5 4 3 2 BEGIN ROAD CONSTRUCTION 1
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