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Home My WebLink AboutPlansNEW MEXICO STATE OF COLORADO OKLAHOMA NOT TO SCALE TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD(S) LOCATED IN: SECTIONS 14 & 23, T7S, R96W, 6TH P.M. GARFIELD COUNTY, COLORADO LOCATION MAP Ale" HIGHWAY .� fJPP,PROPOSED G ROAACCESSD 144' +/- v SKr Ai BEGIN HIGHWAY 6 ACCESS ROAD, STA. 0+00,00 LATITUDE: 39"25"53.40" N LONGITUDE: 108"04'29.04 (NAD 83) • -I BEGIN ROAD, STA. 0+00.00 LATITUDE: 39" 25' 19.93" N LONGITUDE: 108" 05' 08.70" W (NAD 83) SOURCE: 7.5 MIN TOPOGRAPHIC MAP, PARACHUTE, CO (U.S.G.S., 1962) SCALE: 1"=1,000' 1,000' 500' INDEX OF SHEETS No. SHEET DESCRIPTION 1 Title/Cover Sheet 2 General Notes Sheet 3-4 Geometric Standards Sheet 5 Quantity Details Sheet 6 Culvei1Inulullution Detail!' Sheet P 1-6 Plan & Profile Sheets C1-23 Road Cross Sections C24-3.5 Culvert Cross Sections Uintah Engineering and Land Surveying assumes no liability written or implied as to the location of pipelines or cable lines in the vicinity of this road design. Utility Notification Center of Colorado, (Public lines) and the owner of any transmission lines (Private/Corporate lines) must be contacted for identification and location before construction begins. Transmission lines that may be identified on these plans may not be the only transmission lines in the vicinity of the road These plans are not intended to be used to identify the location of transmission lines Extreme caution shall be used when constructing road near or over transmission lines. RESPONSIBLE ENGINEER BASIS OF BEARINGS BASIS OF BEARINGS IS THE NORTH LINE OF THE NE 1/4 NW 1/4 SEC. 23, T7S, R63W, 6TH P.M. WHICH WAS ASSUMED TO BEAR N87°38'08"E FOR 1325.07' TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Title/Cover Sheet DATE BY REVISIONS SCALE: DRAWN BY: S.L.W. 02-05-18 S.L.W, ADDED ACCESS ROAD TO EXISTLNG VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO IIWY 6 ACC. E -FILE: 1Bosely Road_3-15-18.dn g 03-15-18 S.L.W. WIDENED ROAD SLB -GRADE PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 "1/4 U 1 NTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uintahgroup com - SINCE 1964 - 1 GENERAL NOTES: All materials for construction of the complete project including but not limited to rip -rap, water for dust control and compaction, culverts, bedding materials for culverts, surface course gravel, signs, etc. are to be provided by the contractor at his bid price unless other arrangements are made, Construction of the approach from the existing highway must conform to current CDOT standards. An access permit may be required to be obtained for this approach prior to beginning construction. During construction, the contractor will follow all signing and flagging requirements as stated in the Manual of Uniform Traffic Control Devices latest edition. The road shall include a 50' minimum flare at the point where the road accesses the existing road. Uintah Engineering and Land Surveying assumes no liability written or implied as to the location of pipelines or cable lines in the vicinity of this road design. Utility Notification Center of Colorado (public lines) and or the owner of the transportation line (Private/Corporate lines) must be contacted for identification and location before construction begins. Transportation lines that may be identified on these plans may not be the only transportation lines in the vicinity of the road. These plans are not intended to be used to identify the location of transportation lines. Extreme caution shall be used when constructing road near or over transportation lines. EXPLANATIONS: PLAN & PROFILE SHEETS Plan & Profile sheets show the horizontal and vertical alignment of the road, sign placement if any, estimated culvert placements and sizes, estimated wing ditches, horizontal and vertical curve data, and the percent super for construction of horizontal curves. For single lane roads, turnout placement, if any, are not shown on these plans and will be field located as directed by the owner's representative. They shall be no more than 1,000 feet apart and intervisible. CROSS SECTION SHEETS: The cut (C) or fill (F) shown on the cross section sheets show the cut (C) or fill (F) from the preconstruction ground at the C/L stake - to the C/L at the top of the finished sub -grade. SCOPE OF WORK: SHAPING THE ROADWAY The roadway is to be shaped to the dimensions shown on the typical cross section included in this document. Care shall be given to insure that the travel -way width is not less or significantly more than the dimensions given on the typical cross section. Where turnouts are indicated, the typical section widths shown on the typical cross section will need to be modified by the amounts shown on the typical turn -out. Where there are horizontal curves, super -elevations will be constructed to the percentages shown on the plan and profile sheets. One-third of the super transition occurs on the curve and two-thirds on the tangent. Top soil will be handled in the manner agreed upon and stated within the APD and the conditions of approval. If top soil is to be moved; Top soil will be peeled back during construction. Some over -excavation of cut slopes and bar ditches will provide needed material for road construction. Top soil will then be spread back over the cut and fill slopes and bar ditches. The road shall have a crown as shown on the typical cross section to insure that water will drain off of the travel -way surface. SITE GRADING NOTES: 1. Grading and earthwork are to be accomplished as shown in the civil engineering drawings, and as required by unanticipated field conditions with existing pipeline and other facilities. Existing grading is to be maintained wherever possible. Grade and shape the access road to the lines and grades shown on the plan and profile sheets or as directed in the field by a TEP Rocky Mountain representative. Changes to the plans require approval by the TEP Rocky Mountain representative prior to construction. 2. Protect adjacent property, existing facilities & utilities from damage during sitework. Protect all existing paving not within the limits of construction from damage during construction. 3. The contractor shall perform all construction activities in accordance with the TEP Rocky Mountain Standards and Specifications for construction. 4. The access road sub -grade shall be constructed using native material from excavation. After rough grade has been established, proofroll exposed subgrade with approved equipment to check for pockets of soft material. 5. The proposed access road sub -grade will be lower than the finished elevations. TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD General Notes DATE BY REVISIONS SCALE: N T S. DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO IIWY 6 ACC. E -FILE: \Bosely Road_3-15-18.dwg 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE PROJECT NO: TER02-17-0031 DRAWLNG DATE: 01-31-2018 U 1 NTAJ-I ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (435)789-1017 www uintahgroup com - SINCEI964 - 2 VARr s 1' CUT SECTION r TYPICAL CROSS SECTIONS (for Proposed Access Road) 30' 22' 11' 11' 3% Slope 6" Compacted Gravel Surface Course / —3% Slope (Sec. "/1') 30' Top of Sub—Base 1.1' 11' 3% Slope 6" Compacted Gravel Surface Course / —3% Slope CUT SECTION 4'.A (Sec. "8,) 30' Top of Sub—Base 4' TAPER FILL SECTION 0 0 CC 1• X LLJ TYPICAL ACCESS (for Proposed Access Road) 7 3' 24' (width varies at 12' highway due to flares) 12' —3% Slope EDGE OF ASPHALT I CUT SECTION 4" Hot—Mix Asphalt—/ (2—two inch lifts) (Sec. "C') —3% Slope 3' EDGE OE� ASPHALT 16" Layer Class 6 Gravel (6" Max. Lifts) FILL SECTION (AS SHOWN ON PLAN SETS) 4'7 FILL SECTION Proposed Access Road Centerline of Proposed Road GRAVEL SPECIFICATION: 3" minus pit run gravel (AASHTO M145-49 A -1—a Soil) Do not place gravel on road until Inspector/Engineer has approved the sub—grade. Place gravel to full widened width on turnouts, curve widening, and intersection flares. RIP RAP IN BAR DITCH (Only Where Specified) {r1,11 I I WING DITCH (DETAIL) TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Geometric Standards Sheet DATE BY REVISIONS SCALE: N.T_S_ DRAWN BY: S.L.W. 02-05-18 S.L.W, ADDED ACCESS ROAD TO EXISTLNG VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC. E -PILE: \Boscly Road_3-15-18.dwg 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 irn1/241. U 1 NTAH ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup com - SINCE 1964 - 3 FILL AREA 10' 10' TYPICAL CROSS SECTIONS (for Proposed Access Road) 8' 30' 22' 11' 11' —3% Slope 6" Compacted Gravel Surface Course , —3% Slope Top of Sub—Base 4' FILL AREA CUT SECTION 10' 8' 4' FILL AREA CUT SECTION 5' 8' TAPER 30' 22' 11' —3% Slope 6" Compacted Gravel Surface Course —3% Slope 4' r FILL SECTION 4' TAPER F (Sec. 30' Top of Sub—Base 4' i ,L CUT SECTION TAPER 22' 11'31' BY —3% Slope 6" Compacted Gravel / Surface Course / —3% Slope 4' r FILL SECTION 4 TAPER TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Geometric Standards Sheet Top of Sub—Base (Sec. "F') FILL SECTION DATE BY ' REVISIONS SCALE: N T S DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET E -FILE: 11k15[4?• Roar1_3-15-18.clwg 02-09-18 S.L.W. ADDED ASPHALT APRON' & ADJ. RAD. TO RWY 6 ACC. NO: TER02-17-0031 03-15-18 S.L.W. WIDENED ROAD SUB-GRADEPROJECT DRAWLNG DATE: 01-31-2018 FILL AREA U 1 NTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uintabgroup com - SINCE 1964 SCHEDULE OF ITEMS: DESCRIPTION OF WORK UNITS ESTIMATED QUANTITY CONSTRUCTION SURVEY & STAKIN(; MILES 0.97 CLEARING & GRUBBING LS 1.0 ROADWAY EXCAVATION CY 129,210' EARTHWORK FILL - INCLUDES 15% COMPACTION FACTOR CY 129,210e- 18" CORRUGATED METAL PIPE, 0.064" THICKNESS LF 936 24" CORRUGATED METAL PIPLE, 0.064" THICKNESS LF 346 30" CORRUGATED METAL PIPLE, 0.064" THICKNESS LF 126 48" CORRUGATED METAL PIPLE, 0.064" THICKNESS LF 272 60" CORRUGATED METAL PIPLE, 0.064" THICKNESS LF 188 ARCH PIPE (66-x51") LF 306 TOPSOIL EXCAVATION (ASSUMED 6" DEPTH) CY 22,105/ TOTAL DISTURBED AREA (ACCESS ROAD) AC 22.8358 CULVERT LISTING: STRUCTURE SCHEDULE DESIGN INSTALLATION DETAILS DITCH STATION Fes-- ,-, z w'-� J STEEL (CMP) 2 2/3"x1 /2" TYPE 1 w CO J z U1 0 = U 1- o Q Jz °o ~ `H W F- 0 SIZE [IN.] THICK [IN.] 5+82.31 74 18 .064 1 4.7 5.1 CULVERT 7+27.31 7+25.02 116 18 .064 3 15.7 2.5 8.9 CULVERT 9+71.70 94 18 .064 1 18.0 0.47 5.5 11.7 11+41.77 94 18 .064 3 21.2 8.5 0.28 2.1 15+19.63 272 48 .064 1 5.3 43.4 12.5 1.55 18+35.59 116 24 .064 1 1.6 0.76 5.2 4.7 19+75.01 '1'10 18 .064 1 11.8 0.76 0.21 0.9 20+43.55 106 18 .064 1 11.0 18 0.28 0.13 21+29.62 126 30 .064 3 18.6 21+29.62 30 12.65 22+74.65 88 18 .064 3 6.8 CULVERT 22+74.65 18 25+63.08 158 24 .064 1 10.2 4.8 CULVERT 25+63.08 30+16.95 306 66x51 7.0 3 6.4 X 11.1 CULVERT 39+21.33 74 18 .064 1 6.6 1.60 93.2 13.5 41+08.28 72 24 .064 1 3.3 7.5 0.61 5.6 42+90.78 74 18 .064 3 12.4 6.7 0.89 9.9 47+75.07 106 18 .064 3 1.9 2.3 8.0 0.39 50+50.11 94x2 60 .064 1 3.1 0.39 1.3 3.5 NOTES: 1 - SEE CULVERT INSTALLATION DETAIL SHEET. TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Culvert Installation Details Sheet HYDRAULIC DATA: NOTES: 1 - DISCHARGE LOCATIONS ARE APPROXIMATE. ADJUST DISCHARGE LOCATION IN THE FIELD AS REQUIRED TO ENSURE PROPER FUNCTION OF ALL DRAINAGE FEATURES. DATE 50 -YEAR DESIGN FREQUENCY 100 -YEAR DES S /GN FREQUENCY FEATURE STATIONI CMP SIZE [IN] DRAINAGE AREA [ACRES][FT] DESIGN DEPTH DESIGN DISCHARGE [CFS] DESIGN VELOCITY [FPS] DESIGN DESIGN DESIGN WTI FT DEPTH DISCHARGE VELOCITY [FT] [CFS] [FPS] CULVERT 5+82.31 18 0.91 0.29 1.1 4.6 0.35 1.6 5.1 CULVERT 7+27.31 18 1.27 0.27 1.7 8.0 0.32 2.5 8.9 CULVERT 9+71.70 18 3.30 0.39 3.8 10.5 0.47 5.5 11.7 CULVERT 11+41.77 18 0.98 0.23 1.5 8.5 0.28 2.1 9.4 CULVERT 15+19.63 48 42.75 1.28 43.4 12.5 1.55 62.2 13.8 CULVERT 18+35.59 24 4.08 0.76 5.2 4.7 0.93 7.4 5.2 CULVERT 19+75.01 18 0.76 0.21 0.9 6.0 0.25 1.3 6.7 CULVERT 20+43.55 18 0.28 0.13 0.3 4.2 0.16 0.5 4.9 CULVERT 21+29.62 30 12.65 0.64 14.9 15.0 0.77 21.4 16.6 CULVERT 22+74.65 18 0.43 0.18 0.5 4.1 0.23 0.8 4.8 CULVERT 25+63.08 24 5.31 0.55 7.0 10.0 0.66 10.1 11.1 CULVERT 30+16.95 66x51 67.55 1.32 65.0 12.1 1.60 93.2 13.5 CULVERT 39+21.33 18 2.97 0.51 3.9 6.9 7.5 0.61 5.6 8.2 CULVERT 41+08.28 24 5.33 0.73 6.7 0.89 9.9 7.4 CULVERT 42+90.78 18 1.60 0.33 2.3 8.0 0.39 3.3 8.9 CULVERT 47+75.07 18 0.91 0.39 1.3 3.5 0.48 1.9 3.9 CULVERT (2) 50+50.11 60 374.74 2.04 188 12.5 2.37 242 13.2 NOTES: 1 - DISCHARGE LOCATIONS ARE APPROXIMATE. ADJUST DISCHARGE LOCATION IN THE FIELD AS REQUIRED TO ENSURE PROPER FUNCTION OF ALL DRAINAGE FEATURES. DATE BY REVISIONS SCALE: N.T S DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET E -FILE: lliuxdy Rand 3-€5-I5.dng 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO IIWY 6 ACC. NO: TER02-17-0031 03-15-18 S.L.W. WIDENED ROAD SUB-GRADEPROJECT DRAWLNG DATE: 01-31-2018 "N. ENGINEERING & LAND SURVEYING 85 SOUTH200EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup com - SINCE 1964 - THE PLANS SHOW AN ESTIMATE OF THE NUMBER AND THE SIZE OF THE CULVERTS TO BE PLACED ON THE ROAD. THERE MAY NEED TO BE SOME FIELD ADJUSTMENTS MADE BY THE CONTRACTOR, AND/OR INSPECTOR/ENGINEER TO THE PLACEMENT AND LENGTH OF THE CULVERTS AND WING DITCHES. CULVERT INGRESS AND EGRESS DITCH LENGTHS ARE TO BE DETERMINED DURING CONSTRUCTION. ALL DITCHES ARE TO BE CONSTRUCTED WITH SUFFICIENT SLOPE SO THAT WATER WILL EXIT THE DOWNSTREAM SIDE AND NOT POND IN THE DITCH. ALL CULVERTS SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT AN HS -20 LOADING OR HEAVIER. CHECK WITH MANUFACTURER FOR INFORMATION ABOUT MINIMUM COVER AND LOAD RATINGS. IN NO CASE SHALL COVER OVER CULVERTS BE LESS THAN 1'. CULVERT LENGTHS ARE ESTIMATED ON THE PLANS BUT THERE MAY NEED TO BE SOME ADJUSTMENTS MADE TO THE LENGTHS OF THE CULVERTS DURING CONSTRUCTION. i f �S• 1.42 (2) 6' METAL FENCE POSTS PROVIDE 3 WRAPS OF #9 GALVANIZED WIRE AROUND THE PIPE AND AROUND EACH POST SPECIAL ANCHORING TYPE 2 DOWNDRAINS DETAIL B 1D 0 W 5 LJ 05 > ow VC7 1D EXISTING GROUND BACKFILL DETAIL DITCH DAM f• CUT SLOPE IN LIVE FISH BEARING STREAMS LOWER BOTTOM OF CULVERT 6" BELOW NATURAL CHANNEL SURFACE TYPE 1 NORMAL ROAD BACKSLOPE DO NOT RAISE OUTLET ABOVE STREAM BED ELBOW (See Detail B) MINIMUM 1.5' OR 1.5 PIPE DIAMETERS (See Detail A) TYPE 2 NORMAL ROAD BACKSLOPE BEDDED ROCKS MUST DISCHARGE ON NATURAL GROUND - COMPACT BACKFILL IN 6" LAYERS - OBTAIN REQUIRED DENSITY MINIMUM 1.5' OR 1.5 PIPE DIAMETERS (See Detail A) ROCK RIPRAP 20' MIN RIPRAP AS REQUIRED TYPE 3 DITCH GRADE 20' MIN NORMAL DITCH LINJE CATCH BASIN PLAN VIEW (TYPES 2 AND 3) (DITCH DAM ONLY TYPE 1) DETAIL A EXISTING GROUND RIP -RAP WILL BE PLACED AT CULVERT INLETS AND OUTLETS WHERE SPECIFIED ON THE PLAN & PROFILE SHEETS. RIP -RAP WILL BE SIZED DEPENDENT UPON PIPE DIAMETER AS SHOWN. RIP RAP SHALL BE WELL GRADED WITH A SUFFICIENT AMOUNT OF SMALLER STONES UNIFORMLY DISTRIBUTED THOUGHOUT. PIPE DIAM.-D BY REVISIONS RIP -RAP SIZE L M YARDAGE 0"-24" 60% sholl be 8" in diameter or larger 5' 12" ±1 cyds 25"-48" 60% shall be 12" in diameter or larger 10' IB" ±6 cyds 49."-12" 60% shall be 18" in diameter or larger 15' 24" ±19 cyds 'Larger than 72, consult engineer. 1- 0 05 NATIVE SOIL ►r VARIABLE SLOPE lli I?E�I 3-1t11��II: r., aiW '- W1y lizlI = ,rte I WI (I"mer F* ■+M * r~ 1- �=U Till yo' 11 - II _0=,%..0.1 GEOTEXTILE SECTION A—A 6"min BEDDING BLANKET 3"min 6"min SUITABLE GRANULAR MATERIAL COMPACTED AS SPECIFIED 3"min TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Culvert Installation Details Sheet 1.5'± 1/10 DIAMETER OR MANUFACTURER SPECIFICATION SHAPE BEDDING BLANKET TO FIT BOTTOM OF PIPE BEDDING DETAILS TO ROAD SHOULDER OR 1,5' rgiapp/P4 it—im_nocisK► 25 min Fill Cotchline v�B PLAN VIEW FRONT ELEVATIONS TO ROAD SHOULDER OR 1.5' 2D min SIDE ELEVATION IN NARROW CHANNELS ADJUST RIPRAP TO FIT ORIGINAL STREAM BANKS. RIP RAP DETAILS Runout Ditch Orginial ground • 7 SECTION B—B TYPICAL RUNOUT DITCH Runout ditch cross section sholl match the design ditch. Runout ditches are shown on plans but are located on the ground. DATE BY REVISIONS SCALE: N T S DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET E -FILE: 1.111wely Korai _3-15-18.d; g 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC. PROJECT NO: 1'ER02-17-0031 03-15-18 S.L.W. WIDENED ROAD SEB -GRADE DRAWLNG DATE: 01-31-2018 Cut Catchline TYPICAL RUNOUT DITCH U 1 NTAH ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (435)789-1017 www uintahgroup corn - SINCE 1964 - LINE LENGTH DIRECTION CURVE RADIUS LENGTH DELTA ANGLE Existing L1 229.87' N50'41'59"E C1 400.00' 325.67' 46'38'55.59" Access,...„....... L2 17.06' N4'03'03"E C2 205.88' 205.02' 5703'25.68" Roplece `Existing L3 205.95' N51'21'21"E C3 300.00' 135.65' 25'54'26.57' &frank'sj Ins toil L4 266.78' N31.05'06"E C4 233.84' 102.00' 24'59'33.43" 8x116' CMP eplaca C5 362.92' 55.98' 8'50'14.92" EF'sting o Culert 1 C6 580.17' 205.26' 20'16'15.35" BEGIN PROF/LE �� STA: 0+ 00 + "� a o + Insta/l �'' p o 18 "x74' CMP rn $ �A Install 16'X94' CM - Install s� Centerline of f 18 t 4' CMP o �� Proposed Road Install' 4$ 2 2 Wing Ditch S, C3 - 7�r / / �1 �''''..,1—,..0.-S7'.'"--1-0- N �.�� ffff/.� .to , �c o N D o 0 22' Travel Surface �'�� 0 fA w �Y +� �' d• n N � l 3. ` 1 0 - �ti (moi "L4 �� n r' t rCV / so a e� o . �-� �� r �.. : �l — Ct 1 / Install `rr r. �.��. -I - �1r --- Gate ¢ : 't N +� ir m ��`• Wing Ditch ry Wing Ditch _ M1 • co fl r a ----- _ N x ry k INSTALL ROADSIDE BERM AND DITCH /N FILL AREA AS SHOWN AS A PERMANENT 1RAFF/C SAFETY MEASURE, AND TO PREVENT SLOPE EROSION NOTE: bO O UN77L SLOPE STABILIZA/7ON 1. USE EXTREME CAUTION WHEN CONSTRUCTING NEAR EXISTING PIPELINE. Pipeline `11 o IS ACHIEVED. 11 11 = Existing = Cut Daylight Line EXISTING PIPELINES MIGHT NEED TO BE BURIED DEEPER. CONTACT 1 PIPELINE OWNER FOR SPECIFICATIONS. — Existing Fence K X = Fill Daylight Line GRADE + 1.3 +10.0 —1.8 1 + 2.8 — 8.9 TYP. SECTION » ^» aBP> 5160 I\ L FINISHED ,k , W 5160 ,0, ,,, 7 o• 5150 �� 200' V.C. ' g '," _ SUB—GRADE NJ J J _ — 1.— / `� cov �"� 51 40 v at / /U ° — \ _5150 51 40 5130 5120_ _\ 4 00 iv — J o ha o /o O 0, ff ^� �� o cri �� ha ,0 ak h1 (Ni o ha \ \ 0' N� \ .1, ha h N 5130 5120 5110 210' V. C. PRECONSTRUCTION GRADE 150' V. C. —.-- V 235' V. C. N \ 5110 In O,_ • Q O } 0 0 N O,_ o o O} N 5O O O} » o- d 7 ol„ O aO O +U J] O7 ll ❑ co 0O o0 OI + n o' 0go l + co o } m 5 O OL tO 8t po • V 8 UN Op rP •O o IIN O p U Mt o N II O o U t ..O iN ol IO v_ t 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Plan & Profile Sheets DATE BY REVISIONS SCALE: 1"=100' HORZ ,1"=20' VERT 85 SOUTH 200 EAST VERNAL, UTAH 84078 "441 (435)789-1017 +Hwuinlahgroupcom U1NTAH ENGINEERING & LAND SURVEYING - SINCE I961- P 1 DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET E -FILE: ',Daddy Mond 3.15- l$,dwg 02-09-I8 S.L.W. ADDED ASPIIALTAPRON &ADJ. RAD. TODWY6ACC. PROJECT NO: TER02-17-0031 03-15-18 S.L.W. WIDENED ROAD SLIT -GRADE DRAWING DATE: 01-31-2018 cr- i + O O O O + co + O O + O O N O + O O v n O ou SS2DDV Q3QQY y d 0 u 1o3roua oo-LI-zou_I.I. ;21- a oc cio 171 O tri Lk, 7 z a o Crl ✓ y N co + O O W O + O O (.O O o IO o 15+00.00 F=32.4' 16+00.00 F=15.5' 17+00.00 18+00.00 F=10.S' / I g+00.00 F=7,2" l o � 20+00.00 F=4.1' 48" CULVERT 0 r 'J 24" CULVERT 78" CULVERT 18" CULVERT 21+00.00 F=7.7' r 22+00.00 F=6.8' 23+00.00 F=6.4' 24+00.00 F=4.3' 25+00 00 F=5-9 / 7 26+00.00' F=5.4' / 27+00.00 C=0 1 28+00.00 F=1.6' 29+00.00 C=6.0' 30+00.00 PVC 16+74.00 5114.10' PVT 20+26.00 5106.59' PVC 21+25.00 JO" CULVERT 5112.29' 18" CULVERT 1 c PVr 23+7500 / 5112.25' PVC 244-00.00 5111.28' 24" CUL VER T re) civ > m 00 m O z - 1 <n 0 0 0 z ti S.) PVT 261,00 69 5108.08' F=1.5' C11 O O O U1 N O U1 U1 z O P1 oY D o cmc _- x my m m v1 r+m z Z X m 0 - 0 r P1P1 z m m mr z m D mc O -I Ago w G) Z - o M _ mzm 0 m D 0 O O OzOz o� cmc m c m0 oz oy 00 m z (D m 0 OO 0 0 m + + O 0) m co 0 D0 3„6£,£b.9N O 01 0 0 0 0 CO 0 w 3„£L,SS.04N 0 co 0 O 0 0 O 15+00 6400 O pC 17+49.25 18+00 PT 18 rn 3„90,50. L£ N O O) W 0 cn z 0 01 z z O 0 z 1 m 0 0 O W 0 „9.L0,0S.6 310NV V1130 11 11 ), co co 21 • O rn$ 19+00 _ 00 oo k` 0 � y � O 20+00 2 +00 22+00 24+00 25+00 990JJ175 I9ADJ1 ZZ 26+00 as PC 26+83 a 01 PT 27+21.45 27+00 28+00 29+00 Do”, IuilO1SRM 100' 50 o' J K 30400 r i �� ::[77E: / / rF 1. USE EXTREME. CA ON WHEN C' NSTRUCTINC NE E7(ISG.AIp LINE. \...t., � �R �� ..--7 EXISTING PIPEL[N-S MIGHT IVES TO BE ORIEL) EEPER. CONTACT PIPELINE OWNS POR SPECIFJ ATIONS, (` iR s� 1 1 k- A ti N 7/4 CORNERZ Waste/Fill @d C' ,! SECTION llnstoll Centerline ]f 1 22' Travel Surface '' �� o o + 24"x72' CMP Proposed Road \. Wing, — — — L9 + - C12 V- Drlch Install o f CAA,�Air I — (� 0 18"x70' GMP _ --- -'411.F illem---- --________.11 ----- Li 0-- ----- I • • ' .'-gs ---.' I ,40 ----<'231001,101:0 0 , Afjft____„. --___. • „ ......_ • ,,,L • - tt- .) ----....._ *--:-.'\ 1 ...... \ �A Wing Ditch Install a� ti�.: • - 1. ' - . _C3_ '' co N N o O l� o� � o �CN I1'0 o 11312=00 C \ 0000+yf 3Ald o NJ-00+5# 1 .,0' 1-= LC) 6 .Z1 'Mg \ 000It€P tad OO'00+bb w ,Z9Z919 =J 0 < = i zm LL( o J H9A 7nO / «91 / 00 '00.4'9 +c4 1 o ,l b=d + 0009+rr -A& 00-00-1-Z17 ,4Z 1515 ,Z! £Sls \ 1 00.51- 4-It, Ll d \ z J &JA 7no z 1, -d ~ 00'001-L4U 0 4j 1 Ct Z \ 0 W U 0 W < *11 IYCC oo .0•z=d CO + c� Cd'SrlS 00.00+0b 00 s9+6- - ,7ld \ i 1 H3Al 71)9 „ 9l .€8'6£1S .9.0=d 00 Q0+6£' Ind 1 00'04+6£ 1 U l£=0 I [ i 36+00 37+00 38+00 3C. DATE BY REVISIONS 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO IIWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE N co + OG 00+8£ ,ob'o£!S o N L[� 000so£f co in o�d o in l.l) o L() f 0 ! le) L.() 0 N --,£g-o o in o 0 I In \ 0 L() 0 Ln 000tio+L cc) \ 'OZ lc \ ,'6=0 ,S8 0056+5€ JAd 00.00+9£ l W 1 I .£•6=d CD `\' U \ o0-00+s£ j h / / ;Z•4=0 oa-oo+4£ I ,i9Z!!S j 00 -0,#£-C 911d r f ;VS=0 00.00+-CCC Z 0 1 (DELTA ANGLE N 35'31'19.63" in = £ L'ZL+a' y - O ld o)Ln U { 1 I N ao 0 M N M n O M n _l 1 • _ _ J d-.- M C5, - 1 i 00.00+N cn z ' Q W W Q ' 0 0 �.IU ILI 0 I p ct W (...) 2•17=0 7 E << 0 O o O CV o d O N m it N o d 0 0 O 0 0 OO+I£ - w > cc O N M m I 00.00+ 1c Z i7._ u) I 183A7170 did HOb'V „l9- ,99 o f co DIRECTION w M Z w Z N4'53'41 "E 1 w Z w Z N64'51'54"E I l 0 w J m o LO o N N,_ a o I GRADE 7 TYP. SECTION of of o tC) r7 lC) inL(7 00 00+0£ 0 0 0� 0 N � O d) in ino +' 0 rte) I I I Z J J C 3 1 ▪ L▪ j- 4'. Xisting Valve • GUARD �_.. RAIL GRADE +4.6 a Centerline of Proposed Road 22' Travel Surface Install 18x106' CMP a 4 ▪ • rt emove nrnpining Hiil In�— - -7`iis Area • —6.0 r f�� 1 j Install 60'x94' (2) CMP 0, a � N +1.7 r Wing O//c Existing Well Pod 1 END PROFILE STA: 51+11.59 EXISTING ACCESS TO BE RECLAIMED +7.7 TYP. SECTION . 5230 5220 5210 5200 5190 5180 5170 5160 50' V.C. J 150' V.C. / i$m / h vi / / FINISHED SUB—GRADE 5150 0. 0 0 II M 0 } 0 + u• W 7 V a 0 O t 7 "B" \ 150'VC oq' .0 tb P A. \ ,..... _ a 1 r 78" CULVERT 0 0 O O t izs g a h 140' V.C. PRECONSTRUCTION GRADE o o -co 00 0 �` V 60" CUL VERT(S) kl O t a. 6 — Existing Pipeline EXISTING WELL PAD 5230 L-6 5220 0 0 5210 5200 5190 5180 5170 Match road to 5160 5150 45+00 46+00 47+00 48+00 49+00 50+00 51+0051+12 TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Plan & Profile Sheets existing well pod = Existing Fence = Cut Daylight Line — Fill Daylight Line 0 0 LINE LENGTH DIRECTION L11 405.46' N64'51'54"E CURVE RADIUS LENGTH DELTA ANGLE C13 1000.00' 196.91' 1116'55.03" C14 170.61' 271.90' 91'18'39.27" o NOTE: • 0 1. USE EXTREME CAUTION WHEN CONSTRUCTING NEAR EXISTING PIPELINE. NMIEXISTING PIPELINES MIGHT NEED TO BE BURIED DEEPER. CONTACT PIPELINE OWNER FOR SPECIFICATIONS. DATE BY REVISIONS SCALE: 1"=100' HORZ, 1"=20' VERT DRAWS BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET E -FILE: U3osely Road_3-15-18.dwg 02-09-18 S.I.W. ADDED ASPIIALT APRON & ADJ. RAD. TO IIWY 6 ACC. PROJECT NO: TER02-17-0031 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE DRAWLNG DATE: 01-31-2018 U I NT'AH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www. uinlahgroup corn - SINCE 1964 - P4 C 0 0 d 0 G7 C 1 UVOZI SS3JDV QaQRV .1.3S IA'IVA S\OISIA RI O O O + O O 0 ••1▪ 1 11 C'. C7 vS 4 J 0 IF 0 01 01 0 0+00.00 cn CP CI1 U1 N 0) �l GO c0 O PVC 0+00.00 1O GRADE 1+00.00 0=27.8' + 1+42,32 50.4 - 17961 AVIS f 0 V 1 5751,68' PVT 0+50.00 5753.00 PVC 0+64.99 O 01 CO 0 0 01 CO 0 5153.94 , PVT 7+39.99 5757.03' O m � C7 { O' z 0 A 09 0 0m 0 + + ab02l )\13S08 G3S0d0Jd r_ �• �ri�a rn ��' iir i 0+50 r.,r1m1aiinr mi 1r �� Lr � —zf / CI 0 0 ffo_ J c c HIGHWAY 6 1, cx 0 g ' � n D 0 m MC -„ x cn mcnFri rim zzx mc» 0mm -0 zmm mr z ow --11 0 2)6z mom= nmz D p O -I 0 z O u1 V) co -1 M C CO z C C) oz om m D 73 21 M •N z 0G) �1 D o m -1r z m II I -n 0 0 U5 s Gun IA -151140a 4n3 100' 0 6-3 oJ: 4. O ob 0�. CO f�� b 00 R1 0 0 i- b n r z m 'CO r m z S M„ 2S,9Z.tiZN Construct on Diversion Ditch Waste Fill Area Waste/Fill Area Waste/Fill Areo L9 7• 0 o 0 + m Cu N 0 0 I + 1 + 00 } C9 N 0- 0 0 . G10� 1 � _ -- - Install 66x51 "'x306' Arch Pipe 0_ a 0 7 J Waste/Fill Areci' TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Plan & Profile Sheets - Waste - Waste Areas = Cut Daylight Line -. Fill Daylight Line II II = Waste/Fill Area = Existing Pipeline Existing Fence 0 O 0 C- DATE BY REVISIONS SCALE: 1"=100' HORZ , 1"=20' VERT. DRAWN BY: S.L.W. _ 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET E -FILE: \Boscly Road_3-15-18.dwg 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC. PROJECT NO: TE1202-17-0031 03-15-18 S. 'A AIDENED ROAD SUB -GRADE i DRAWLNG DATE: 01-31-2018 Alffk U 1 NTAI-I ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (435)789-1017 www uintahgroup corn - SINCE 1964 - P6 LV - 17961 9)M[S - uioo dno9yelum•,n,n,n L[OI-68L(SEb) 8L068HVLf `7VN2L7A .LSV 00ZHLl1OS 58 DNIA3ANflS CNV1 8 DNIH33NIDN3 H'LNIfl SIU -I£ -TO :3.LVU DMAAVZIU I£00-LI-Z02I31, :oS:.LOtroad aUVIIO-fIfIS UVO2I UU\UUTA1 WTS 8J -Si -£0 $Mp'8I-SI-£ peog d[asoa\ :ampa 'JJV 9 AMII OZ 'UVII TclV''' \02IdV I'IVIIdSV QUUUV 'AVIS SI-60-ZO .LAS 3A'NA O\IISIXU O,L UVOII SS1JJV (EGG)/ 'AVIS 8I-SO-ZO 'AVISAfI \MVIIU S\OISIA3II Aff 31V:1 SNOIZORS SS02I0 UVOI1 ArldS011 DTI NIV1Mf1OI'I AM3O2I d 11 0 O 0) J O + O O U 2 W U 1 --- O of O co O c,o U co TJb 0) W 0 O O ('&1) epou0-9ng pagsLu/d jo dol 9 '0 05+- U 0 N + O O O J 0 CPI 0 L '0 00+-17 co O O A O rn0 U O N �O U N co o� 0 8'0 ,o ll./d/,in0 Oq+L / O O 0) 0 00'6L+0- / N 0 + O O 00+2 l co Co O + 0 N 0 +op 0 [ +t_ 4 s,• N / 1 0) w O n A a O + W N 0 0 fi a' rn ('6(1) punol,9 uoL;onu;suooaJd O + L '0 N L8'6Z+Z W O 9 O U U O ) N U O v' O NJ W U CA C▪ O O + I O O O op O O co O 00+Z / A +O W 0O A o 0 • U O co O 0 0 N U N W O 0 Oco O 10 00+0 N W 2 O O 0 U O O 0) w O [ 0 + t 0+ + 9' SNOLLORS SS02I0 N avox aasaalm a 0 A n 1J FW+ o2I SS13DV aaaaV H cn a cn 0 M C M - P96! ¶3N/S' - n N -0+37.08 5128.10 -0+19.00 5132.14 1 1 O + 4 8I O n 1 C I O I 0+19.00 5132.14 - 0+25.00 / / -0+19.00 5129.39 - 0+23.00 / + M J NI 6) 0 0+00.00 5134.14 5134.14 -0+15.00 5133.14 5133.59 0+15.00 0+40.41 5126.44 5133.14 0+23.00 5134.14 0+25.00 5134.14 Offset From Elevation (Typ.) -0+19.00 5146.18 0+19.00 5129.39 0+68.48 5126.44 1 1 0+19.00 5146.18 -0+30.91 5128.44 -0+27.82 5128.27 - 0+25.00 5131.39 - 0+23.00 5131.39 -0+19.00 5127.68 -0+15.00 0+36.32 5125.73 -0+22.04 5147.70 -0+15.00 5147.18 0+00.00 5147.63 5130.39 cn + 1 0+00.00 rE) !\) CJI co 5130.84 / / / 0+15 00 5130.39 0+23.00 5131.39 0+25.00 5131.39 0+15.00 5147.18 0+23.00 5148.18 0+25.00 5148.18 0+19.001 5127.681 - 0+25.00 5129.68 - 0+23.00 5129.68 -0+19.00 5122.65 - 0+15.00 5128.68 0+00.00 IO + -0+00.00 5129.13 0) OO 512410 / -0+,15 00 5)23.65 +1 I, 1 0+15.00 5128.68 0+23.00 5129.68 0+25.00 0+34.35 5125.00 1 1 1 -0+1/9.00 5142.15 0+19.00 5142.15 5129.68 - 0+29.47 5141.92 - 0+25.00 5144.15 - 0+23.00 5144.15 -0+15 00 5143 15 0+00.00 5143.60 0+15.00 5143.15 0+23.00 5144.15 0+25.00 5144.15 0+19.00 5122.65 - 0+29.91 / 0+11.00 5124.27 0+15.00 5123.55 0+23.00 5124.65 0+25.00 5124.67 0+29.22 5122.54 -0+37.45 5132.94 C+19.00 /5137.16 1 0+19.00 5137.16 0+50.01 0+58.17 5126.66 5127.57 5129.93 - 0+25.00 5139.16 - 0+23.00 5139.16 - 0+15 00 5138.16 0+00.00 r 5138.61 0+15.00 5138.16 0+23.00 5139.16 0+25.00 5139.16 10' 5' 0' a; 0 n I0 7 7 O d- 0 N 0+e O O O aj O O u7 0 ai 7- 0 0 cci F 7+86.93 Top of Finished Sub—Grade (Typ.) O ui + O N I 0 O N 0 N T 6 -0 N 0 u) N N O 1.6 Cut/Fill at ' -0+19.00 Preconstruction Ground (Typ.) co 0 a> O o; rn V O 8+50 —4.7 + O m0 rn0 N + O 1 0 L1) O TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS DATE BY REVISIONS SCALE: 1 "=10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO DWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SLB -GRADE E -FILE: \Boscly Road_3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWLXG DATE: 01-31-2018 iff#14t UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 WWW .uintahgroup corn - SINCE 19647 C3 0 0 - t 0 7 O 0 of 0 of t O 9+16.37 2.7 Cut/Fill at ' O 0) N t O 0 � t Preconstruction Ground (Typ.) Top of Finished Sub—Grade (Typ.) 0) o; 0 ro 0 (1) 4.2 0 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS DATE BY REVISIONS SCALE: 1 =10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SLB -GRADE E -TILE: \Basely Road_3-15-1S.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www u:nLahgroup con' - SINCE 1964 - C4 SNOLLOSS SSOI0 CO CO N . „ n a d d a C H ADDED ACCESS ROAD TO EXISTING VALVE SET SNOISIADDI STOZ-T£-IO �.LVQ O41h\V2IQ I£00-LI-ZOZIa1 :OV ZOJI'O2IJ E -TILE: \BoselyltuyA 3-IS.Sii.d' m z A z n o on iZ r iti)A Z co m c m m 4 z A 1 1 -0+19.00 5147.47 0+19.00 5147.47 / / / / / / / / / / / / / / / / / / -0+15.00 /5148.47 / -0+19.00 5146.60 0+19.00 5146.60 0+23.00 5149.47 0+25.00 5149.47 -0+15.00 5147.60 0+00.00 5148.05 f 0+15.00 5147.60 0+23.00 5148.60 0+25.00 0+34.56 5143.82 5148.60 / / / / / / / / / / Offset From Elevation (Typ.) 0 0 O -0+67.87 5179.19 0+66.28 5129.23 / -0+19.00 '��., -0+19.46 5147.64 5147.87 0+19.00 5147.87 -0+15.00 5148.87 0+00.00 5149.32 0+15.00 5148.87 0+23.00 5149.87 0+25.00 5149.87 11 0' �5 0' r SNOLLOXS SSO? D a 5 ADDED ACCESS ROAD TO EXISTING VALVE SET STOZ-T£-TO :d.LVO aNTAIVWI I T£00-LI-ZOUI3S :O 1DdfOUd 9nl*S[-Sl-£ p' °>i .liargll`. d'II.I� 0 m C El M z O r • 1,96T 3.9iV[S - —0+19.00 5147.61 —0+91.59 5196.00 —0+15.00 5148.61 0+19.00 5147.61 / / / / / / / / 0+65.49 5129.37 / / / / / / / / / / / ti + ti 00 ,0 00.00 / 5149.06 —0+19.00 5146.38 0+15 00 0+19.00 5148.61 0+23.00 5149.61 0+25.00 5149.61 / / / / / / 5146.38 / / / / —0+15.00 5147.38 / / / / / / / /0+00.00 r ) / 5147.83 / 0+23.00 5148.38 0+25.00 Offset From Elevotion (Typ.) 5148.38 / / 110' 15 J0' N fl 4[1 + 0 Li Preconstruction Ground (Typ.) 0 + O 0 Lc, + O 0 u7 0 0 co.713 12+80.33 -2.3 0 O 0 0 + O 0 O N + O (+)0 m0 N N N O V N 0 O of O 0 of + O m of 0 0 10 + 0 (n0 N 0 of ri N N + O to N of N rn CO00N + 0 N 0) N to _ o 0 + O o; ID 13+50 0.5 Top of Finished Sub -Grade (Typ.) 0 O Mi N + O IDG �o of vi 7 N ID 0- o; ID 0 o; + 0 ID 14+00 12.5 Cut/Fill at ' TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS DATE BY REVISIONS SCALE: 1"--1 0' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTLNG VALVE SET 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO IIWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE E -FILE: \Boscl-y Road_3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWLNG DATE: 01-31-2018 JO% U1NTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uintahgroup com SINCE 1964 - C7 SNOLLIXS SSO D 5 a 4-1 ADDED ACCESS ROAD TO EXISTING VALVE SET STOZ-I£-00 :MING OAIMVWI I PROJECT NO: TER02-17-0031 3aP•gC'SI•£ mien Aidst fCi r ,O l=„ l °O'IVOS me z O z m m z )z e r mll z 0 0 C 0 E m z • 79961 YOWLS' - -0+89.39 5114.65 } } Offset From ij Elevation (Typ.) SNOLLOXS SS0210 r ADDED ACCESS ROAD TO EXISTING VALVE SET 8I0Z-I£-TO :H.LVO oaLNVIRI I£00-LJ-Z02TaL :ON l ifOXd E -FILE: \Bosely Itnnd_3-15-18.dhv u 0 m c z O z M 9 z ) 2 r z v C 9 n1 < z a_ • 6961 ¶9NJS - 0+95.00 5107.72 —1+08.69 5100.87 / / 1 1 1 I Offset From Elevation (Typ.) —0+19.00 1 10 o 5140.72 0. 0+19.00 5140.72 — 0+25.00 5142.72 — 0+23.00 5142.72 —0+15.00 5141.72 0+00.00 5142.17 0+15.00 5141.72 0+23.00 5142,72 0+25.00 5142.72 ;1 0' 5' 0' J SNOI,LG S SSOI3 0 4 o N Oo r b ffUVIIO-ff1S QVOU aaNaaIM ADDED ACCESS ROAD TO EXISTING VALVE SET SS:OISIAMI SIOZ-I£-I0 9XIMVIRI T £00-LI-ZOIIff.L :OX T.19fOHL E -FILE: \Bosely Road _3-15-184 s ,01= l :B'IVDS C m a mff z 0 rn O • 1796/ 999M/S • w 3 O alfnul From C Eievation (Typ.) —0+25.00 5144.28 —0+23.00 5144.28 —0+15.00 5143.28 0+00.00 5143.73 0+15 00 5143 28 0+23.00 5144.28 0+25.00 5144.28 5' 0' 0 0 4.40 CD 0 Ln O c 0 2 w 0 N + CO N 0 M M In + 0 + 0 co csi3 0 O O 0 O 0 N 0 m0 r0 M N O 03 N M_ Preconstruction Ground (Typ.) 0 07- co N 16+00 15.5 Cut/Fill at '' 0 N O O 17+00 17+00 —8.3 0 ai 7- 0 0 0 N + 01 N + O N N 0 0 0 co Top of Finished Sub—Grade (Typ.) O O - 0 9r 17+49.25 —2.3 co O + O co W L TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS DATE BY REVISIONS SCALE:1 "=10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO IIWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SL1I-GRADE E -FILE: \Bosely Road_3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 iff#44. UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (435)789-1017 www.mntahgroup com - SINCE 1964 - C11 0 6 IJ 0 0 tri N O 00 6,0 a70) N 0 vi N O 0 0i 0 0 O 0 rn o o O � 0 Top of Finished Sub—Grade (Typ.) 0 f) 0 0 0 0 N O 00 6,0 n a) N 0 6, N N 0 0 0i 0 0 0) Ni O O u1 N 0 N O CO 0 _ N 0 co + 0 18+00 10.8 . Cut/Fill at ' 0 O O O N 0 (D O 0 O N 0)0 CO 0 N 0 CD 1 Preconstruction Ground (Typ.) 0 0 4.1 18+52.25 TEP ROCKY MOUNTAIN LLC ROSELY ROAD CROSS SECTIONS 11.0 Cut/Fillat' DATE BY REVISIONS SCALE: 1 "=10' 21+00 7.7 DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VAI ,VE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SL -B -GRADE E -FILE: \Busely Ruad_3-15-18.d0g PROJECT NO: TER02-17-0031 DRAWL\G DATE: 01-31-2018 "AN. UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup cum - SINCE 1964 C12 g_ 6.8 N 0 r) 0 23+00 6.4 24+00 4.3 Cut/Fill at ' N + 0 0 0u ao o O N ` u 0 .n O- i 0 0 Preconstruction Ground (Typ.) + O M 0 (0 0 op ri O N + O I 0 0 0 0 0 ri 0 25+00 59 0 0 + — o 0 0 0 vo '-0 O N + r; v 0 0 0 r1 N + O ro o t00 W u7 0 N O _- 0 0 WASTE/FILL AREA -0+27.00 N N 26+00 5.4 O r) O e0 O▪ • Top of Finished Sub—Grade (Typ.) 0 0 N O + O 0 + 0 M 0 27+21.45 1.8 n 0 m 0 L WASTE/FILL AREA TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS DATE BY REVISIONS SCALE: 1 "=10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VAI,VE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO IIWY 6 ACC. E-EILE: \Buscly Road 3-15-18.Jwg 03-15-18 S.L.W. WIDENED ROAD SLB -GRADE PROJECT NO: TER02-17-0031 DRAWLNG DATE: 01-31-2018 UINIAH ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup com SINCE 1964 - C13 SNOLLOJS SSOZIO H oe cn K ADDED ACCESS ROAD TO EXISTING VALVE SET 8T0Z-T£-TO DN-IMV2IQ T£00-LT-ZOXRL o 1Daf02Id en�l.ilasi'fl` :a'II3-a 'AVTS AII \MVllI M c z O Z O z ) z O r mlz ✓ W c c M 4 I 4 - I'96[ ¶ NJS -n ✓ r D m -0+41.00 5113.14 - 0+33.00 5107.96 - 0+23.00 0+19.00 5108.96 CA + la 0 O 0+19.00 5110.71 1 5107.96 -0+15.00 5109.96 0+00.00 5110.41 0+15.00 5109.96 0+21.00 D 5109.96 P1 01 rn D - 0+33.00 5109.71 - 0+23.00 5109.71 Offset From Elevation (Typ.) -0+44.00 511,4.71 -0+15.0 5111.7 a+00.• 00 5112.16 I/ 0+15.00 /5111.71 10+21.00 5111.71 V3NV 11U/31SVM -0+19.00 5108.38 -0+27.00 5113.57 -0+15.00 5109.38 N + 1 0+00.00 rE) O O 5109.83 0 1 I 1 0+15.00 5109.8 0+21100 5109,38 r- 2-0+33.00 5109.13 -0+27.00 5112.98 -0+19.00 5107.79 -0+15.00 / 0+19.00 5107.79 I! II 5108.79 0+00.00 re) 5109.24 0+15.00 5108.79 0+21.00 V3N 5108.79 > y - nF rn m D -0+40.00 5112.63 W P9 N O + O 1 r V3?JV 1113/3lSVM LW O. WASTE/FILL AREA WASTE/FILL AREA -0+62.82 m N N + O -0+31.64 O 0 \ M O M 0 ( O M \ N S 'n o I 34+00 -4.2 O 0 00 o io + O 0 O V7 co N N O O N + n t0 N u) 0 ui + O ui u) • \ \ / o u? CI v - / 35+00 9.3 Top of Finished Sub -Grade (Typ.) M N + O 0) O N 0 N + O WASTE/FILL AREA vi Z7) 7 WASTE/FILL AREA Preconstruction Ground (7)p.) E L 0 8 9 35+58.90 -2.9 Cut/Fll/ at ' O O 0 0 O O N + O fD 17 c6 WASTE/FILL AREA 0 In 0 1 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS DATE BY REVISIONS SCALE: 1 "=10' DRAWN BY: S.L.W. 02-05-18 S.T.W ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE E -PILE: \Buacly Ruad_3-15-18.Jag PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 1,44. UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www. u intahgroup. com - SINCE 1964 - C15 00 n N. + O WASTE/FILL AREA 0 ED 0 v T N • r7 N • L] V O N / H N_ I % p 7 I / gz. r- 41 41 0 tt) ON + 0 N E 0 0O + 0 O 0 0 Top of Finished Sub—Grade (Typ.) — WASTE/FILL AREA WASTE/FILL AREA 0 + 0 m O ti O 0 — O 0 O + 0 W ED N 36+00 —9.3 Cut/Fill at 0 O + 0 r N u ) 0 M a 0 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS 0 O 7- 0 0 37+00 —8.3 O Lr) O O O —�� o uNi o 0) +a 38+00 —3.1 0 o f 0 0 0) O 0 Oi O 0) 0 M N N u1 0 0 m 0 M + 0 DATE BY REVISIONS SCALE: 1"=10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTLNG VALVE SET E -FILE: \Boscly Road_3-15-18.dwg 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC. PROJECT NO: TER02-17-0031 03-15-18 S.L.W. WIDENED ROAD SL73-GRADE DRAWLNG DATE: 01-31-2018 Preconstruction Ground (Typ.) U 1 NTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uintahgroup com - SINCE 1964 - C16 -0+34.20 Oc0 O of a0 O•(O a- oHI �O F,..,....N. N1 O a> + 0 +D ai a N M W N OM O O co O O o aj +cn + 0 M ai M O O + O L O + 0 co O N 71 - 39+00 0.8 0 O N O O O Top of Finished Sub—Grade (Typ.) O O 0 0 N 0 (0 n0 m �n N CD 1- ca La M O 0 M M 40+00 2.0 0 0 1- c0 0 0 N N(j N + O a N 0 0 c _ O c0 o - 41 +00 0 4.2 0 n + O 91 vP 5 W m a1 ui a Preconstruction Ground (Typ.) 4.1 Cut/Fill at ' O of (13 O ▪ O 1 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS DATE BY REVISIONS SCALE: 1 "=10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO IIWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SLB -GRADE E -PILE: \BosclyRoad_3-15-18.Jccg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 U 1 NTAH ENGINEERINQ & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup corn - SINCE 1964 C17 SNOLLORS SSO?I0 w IA 00 t=i ADDED ASPHALT APRON & ADJ. RAD. TO IIWY 6 ACC. ADDED ACCESS ROAD TO EXISTING VALVE SFT S \OISIADI 8IOZ-IE-TO :UNIT DMMAWWIQ I E00 -L I-ZOZI3.L :O4 .LOdf OlId 1,961- YONTS n QJ + O O -0+19.00 5156.67 / 0±19.00 5156.67 -0+15.00 5157.67, I / / CO O 9) / I l N / O O Q co 11 J' / 0+00.00 �~ 5158.12 / \....„ Q. / 0+46.52 5145.91 0+15.00 5157.67 0+23.00 5158.67 0+25.00 5158.67 Offset From Elevation (Typ.) -0+41.75 5179.42 -0+19.00 5156.15 I 0+19.00 I 5156.15 0+51.32 5145.00 l -p415.00 5157.15 0+00.00 5157.60 0+15.00 5157.15 0+23.00 5158.15 0+25.00 5158.15 -0+43.99 5181.15 ' 10' 5 0' SNOLLORS SS02I0 00 N 00 r 5 a ADDED ASPIIALT APRON & ADJ. RAD. TO IIWY 6 ACC. 810Z -TC -I0 :MINH DMMYBa T£00-LI-ZODU :O\.LDarO,Id n,P's['S[-S rw,41 •psntn 5 k OM Cz zto a z ) z 0 r ml z a a G z Q M z O • P96! 9.7NTS - CO ,743 7 ti + 0+00.00 r / p 5163.37 O / / 0+15.00 ' 5162.92 / 0+19.00 5161.92 / 0+78.16 Offset From 5151.91 Elevation (ryp.) —0+95.51 5238.43 —0+19.00 5158.54 0+19.00 5158.54 I / / / —0+15/00 5159.54 r/ / 0+00.00 rF, 5159.99 1 0+15.00 5159.54 0+23.00 0+25.00 5160.54 0+37.50 5154.29 —0+58.10 5197.63 20 10' L 0. 0 0 ui TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS Top of Finished Sub—Grade (Typ.) O O [0 0 O O + O 0,, t0 N N N O u0 + O N O c0 47+00 O O O N N —75. 1 —Cut/Fill at ' N N N Preconstruction Ground (Typ.) REMOVAL OF E%ISTFNC DATE BY REVISIONS SCALE:1 "=20' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTLNG VALVE SET E -FILE: \Basely Ruad_3-15-18.Jwg 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO TIWY 6 ACC. PROJECT NO: TER02-17-0031 03-15-18 S.L.W. WIDENED ROAD SLIT -GRADE DRAWLNG DATE: 01-31-2018 w N 0 0 0 LI mr- OV.44, uinrrsu-i ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup com — SINCE 1964 - C20 SNOLLO[S SS02I0 O 0 ib O OO H h ADDED ACCESS ROAD TO EXISTING VALVE SET SNOISL13RI 8TOZ-I£-TO : [f /J DNTMV1IQ 0 O O tH-h N 'M"TS AQNMVWPI II 0 1796/ YOWLS - N / / / / - 0+25.00 5166 22 - 0+23.00 5166 22 -0+15.00 5165.22 0+00.00 re 5165.67 0+15.00 5165.22 0+2C.90 5165.17 - 0+25.00 5160.70 - 0+23.00 5160.70 -0+19.00 5156.69 I � 0+00.00 + 5160.15 0 0 0 0+36.89 5154.75 5159.70 0+23.00 5160.70 0+25.00 5160.70 Offset From Elevation (Typ.) 0+19.00 5156.69 -0+15 00 5157.69 0+00.00 re 5158.14 0+15.00 5157.69 / / / / / / / / / 0+36.88 5168.60 / / / / / / -0+49.96 5187.65 10' 0' E 0 L 0 n N .4 Hill Removal from Proposed Road v u7 0 0 O 0 0+25 -O.1 Cut/Fill at co 0 0 N '0 u) o 00 N 0 Top of Finished Sub -Grade (Typ.) 0 M o CD N N —O 3- 0+50 -1.6 0 0 0 co o co 0 Preconstruction Ground (Typ.) TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS -HIGHWAY ACCESS DATE BY REVISIONS SCALE: 1 "=10' DRAWN BY: S.L.W. 02-09-18 S. LW. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO IIWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE E -FILE: \Busely Ruad 3-15-18.dv g PROJECT NO: TER02-17-0031 DRAWLNG DATE: 01-31-2018 Oftt. U I NTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uirtahgroup com SINCE 1964 - JC27 Hill Removal from Proposed Road - 0+33.92 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CROSS SECTIONS -HIGHWAY ACCESS E 0 0 - 0+30.76 0 w M N Top of Finished Sub—Grade (Typ.) O O O N Preconstruction Ground (Typ.) 1+25 —41.7 Cut/Fil/ at t' • DATE BY REVISIONS SCALE: 1" =10. DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET E -FILE: IBosdy Road 3.15-18.dwg 02-09-18 S.L.W. ADDED ASPITALT APRON & ADJ. RAD. TO HWY 6 ACC. NO: TER02-17-0031 03-15-18 S.L.W. WIDENED ROAD SUB-GRADEPROJECT DRAWING DATE: 01-31-2018 U 1 NTAH ENGINEERING a LAND SURVEYING I i 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup com • SINCE /964 - 5150 5145 5140 5135 5130 5125 5140 5135 5130 5125 5120 5140 5135 5130 5125 — Preconstruction 5120 Ground (Typ.) 0+00 1 0+10 0+20 0+30 0+40 0+50 Top of Existing Access Rood Culvert — Sta 5+82.31 Top of Finished Sub—Grade (Typ.) 1 0+60 0+70 0+80 5150 5145 5140 5135 5130 5125 0+00 0+10 1 0+20 fi 0+30 0+40 1 0+50 0+60 0+70 Culvert — Sta 7+25.02 0+80 0+90 1+00 1+20 1+30 -o TEP ROCKY MOUNTAIN LLC BOSELY ROAD) CULVERT CROSS SECTIONS DATE BY REVISIONS SCALE: 1 "=10r DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTLPG VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO DWY 6 ACG 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE E-F1LE: \Boscly Road_3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWLNG DATE: 01-31-2018 0044. U 1 NTAH ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup com - SINCE 1964 C24 5170 5165 5160 5155 5150 5145 5140 5135 5130 5125 5150 Ina 0 0 5145 -- 5140 5135 5130 5125 Lri 18"x94.' OMP 18.02 5150 5145 5140 5135 5130 5125 0+00 0+10 0+20 0+30 Precons truc tion Ground (Typ.) 0+40 0+50 0+60 Culvert — Sta 9+71.70 Top of Finished Sub—Grode (Typ.) 0+70 0+80 0+90 1+00 0 5170 5165 5160 5155 5150 5145 5140 5135 5130 5125 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 Culvert — Sta 11+41.77 1 0+90 1+00 1+10 1+20 1+30 1+40 0 TEP ROCKY MOUNTAIN LLC BOSELY ROM) CULVERT CROSS SECTIONS T DATE BY REVISIONS SCALE: 1"=10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO 1TWY 6 ACC E -t ILE: 1Bosely Road_3-15-18.dwg 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789 1017 www uinlahgroup. corn - SINCE 1964 - C25 5150 5140 5130 5120 5110 5100 5090 5080 5070 47 0 a Top of Finished Sub—Grade (Typ.)\‘_ f Preconstruction Ground (Typ.) 0 0 N -o 5150 5140 5130 5120 5110 5100 rn N r", V 0 + +o N 5090 5080 5070 I 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+75 Culvert — Sta 15+19.63 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CULVERT CROSS SECTIONS DATE 02-05-18 02-09-18 03-15-18 BY REVISIONS SCALE: 1 "=20' DRAWN BY: S.L.W. S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO HWY 6 ACC. S.L.W. WIDENED ROAD SL11-GRADE E -FILE: Boscly Road_3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 "t, UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH 200 FAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup com - SINCE 1964 - C26 5120 5115 5110 5105 5100 5 3080 Top of Finished Sub—Grade (Typ.) r — 24"x116' CMP © 1.6% 5120 5115 5110 5105 5100 Preconstruction Ground (Typ.) 5095 5090 5085 5080 0+00 0+10 0+20 0+30 0+40 TLP ROCKY MOUNTAIN LLC BOSELY ROAD CULVERT CROSS SECTIONS 0+50 0+60 0+70 Culvert — Sta 18+35.59 DATE 02-05-18 02-09-18 03-15-18 0+80 I I 0+90 1+00 1+10 1+20 0 0 0 �1 BY S.L.W. S.L.W. S.L.W. REVISIONS SCALE: 1 "=10' DRAWN BY: S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC. WIDENED ROAD SUB -GRADE E -FILE: \Bosuly ltoad_3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 JOWON. UINTAH ENGINEERING& LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (135)789-1017 www uinlahgroup com - SINCE 1964 - C27 5110 5105 5100 5095 5090 5085 5080 0 m 0 5105 5100 5095 5090 5085 5080 0+00 0+10 5110 N O 5105 0 5100 5095 5090 5085 5080 0+00 1 0+20 0+30 0+40 Top of Finished Sub—Grade (Typ.) 0+50 0+60 0+70 Culvert — Sta 19+75.01 0+80 0+90 1+00 1+10 1+20 1+25 v) 5095 O 0+10 0+20 0+30 0+40 0+50 0+60 Culvert — Sta 20+43.55 0+70 Preconstruction Ground (Typ.) 0+80 0+90 1+00 1+10 0 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CULVERT CROSS SECTIONS DATE BY REVISIONS SCALE: 1 "=10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTLNG VALVE SET 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO HWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE E -FILE: \Boscly Road 3-15-18.dwe PROJECT NO: TER02-17-0031 DRAWE\G DATE: 01-31-2018 AN, U I NTAH ENGINEERING dr LAND SURVEYING 85 ,SOUTH' 200 RAST VERNAL, UTAH 84078 (435)789-]017 www uintahgroup.com • SINCE 1964 C28 5115 5110 5105 5100 5095 5090 5085 5080 N. tri oa 0 Top of Finished Sub—Grade (Typ.) 0 ti m 0 Preconstruction Ground (Typ.) 5115 5110 5105 5100 5095 5090 5085 5080 0+00 0+10 0+20 0+30 0+40 0+50 5120 5115 s 5110 5105 5100 5095 0+60 0+70 0+80 Culvert — Sta 21+29.62 0+90 1+00 1+10 1+20 1+30 1+40 1+45 5120 5115 5110 5105 5100 5095 0+00 1 1 1 0+10 0+20 0+30 0+40 0+50 0+60 0+70 Culvert — Sta 22+74.65 I I 0+80 0+90 0+95 0 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CULVERT CROSS SECTIONS DATE BY REVISIONS SCALE: 1"=10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO IIWY 6 ACC. E -NILE: '.11u.i 1, 1(.0ud 3-15.18.4 4 03-15-18 S.L.W. WIDENED ROAD SLB -GRADE PROJECT NO: TER02-17-0031 DRAWLNG DATE: 01-31-2018 UINTAH ENGINEERING & LAND SURVEYING 8.5 SOUTW 200 EAST VERNAL, UTAH 84078 (435)789-1017 www uintahgroup com - SINCE 1964 - C29 5120 5110 5100 5090 - 5080 5070 5060 oo o 0 Top of Finished Sub Grade (Typ.) 1 1 1 1 i 1 1 1 1 1 1 1 1 1 5120 5110 5100 5090 5080 5070 5060 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 Culvert — Sta 25+63.08 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CULVERT CROSS SECTIONS DATE BY REVISIONS SCALE: 1"=20' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTLNG VALVE SET 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO HWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SLB -GRADE E -FILE: %Wad r Road 3-A5-111.civeg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 .0.4t UINTAI-I ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup corn - SINCE 1964 - C30 5130 5120 5110 5100 5090 5080 5070 5060 5050 0+00 Top of Finished Sub—Grade (Typ.) 11- 4 co ti 0 Precanstruction Ground (Typ.) 66"x51"x306' ARCH PIPE (§6.47 ui D13v 5120 5110 5100 5090 5080 5070 5060 1 1 1 1 1 i 1 1 1 1 1 1 I 1 1 1 1 1 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 3+96 Culvert — Sta 30+16.95 5050 0 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CULVERT CROSS SECTIONS DATE BY REVISIONS SCALE: 1 "=3D' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTLNG VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO IIWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE E -FILE: \Basely Road_3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 lifOk UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uintahgroup corn - SINCE 1964 - C31 5150 5145 5140 5135 5130 5125 5120 0+00 6.6% I 1 1 1 1 1 1 I 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 5160 5155 5150 5145 5140 5135 5130 Culvert — Sta 39+21.33 Top of Finished Sub—Grade (Typ.) 0+00 0+10 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CULVERT CROSS SECTIONS 0+20 0+30 Preconstruction Ground (Typ.) 5150 5145 5140 5135 5130 5125 5120 CMP ©3.3% r- e 1+00 1+ 0 1 1 1 0+40 0+50 0+60 0+70 0+80 Culvert — Sta 41+08.28 DATE BY REVISIONS SCALE: 1"=10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET E -FILE: WBpscly Road 3-15-18,dwg 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD- TO IIWY 6 ACC. PROJECT NO: TERO2-17-0031 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE DRAWLNG DATE: 01-31-2018 5160 5155 5150 5145 5140 5135 5130 0+90 UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup corn - SINCE 1964 - 5190 5185 5180 5175 5170 5165 5160 5155 5150 5145 5140 \ Preconstruction Ground (Typ.) Top of Finished Sub—Grode (Typ.) In 5190 5185 5180 5175 5170 5165 5160 5155 5150 5145 5140 0+00 I I 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+15 Culvert -- Sta 42+90.78 u7 0 I= MI 1 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CULVERT CROSS SECTIONS DATE BY REVISIONS SCALE: 1 "=10' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC. 03-15-18 S.L.W. WIDENED ROAD SUB -GRADE E-1'1LE: IBosely K6 d_3.15-18.dirR PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 140$44. UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup corn - SINCE 1964 - C33 5240 5230 5220 5210 5200 5190 5180 5170 5160 5150 5140 - Top of Finished Sub—Grade (Typ.) Preconstruction Ground (Typ.) 18"x106' CMP @ 1.9% DITCH TO DAYLIGHT 0 0 (V O ==1F--1 5240 5230 5220 5210 5200 5190 5180 5170 5160 5150 5140 1 1 I 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+69 Culvert — Sta 47+75.07 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CULVERT CROSS SECTIONS DATE BY REVISIONS SCALE: 1 "=20' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO ITWY 6 ACC 03-15-18 S.L.W. WIDENED ROAD SL11-GRADE E -FILE: 1Boscly Road_ 3-15-18.d g PROJECT NO: 'TER02-17-0031 DRAWLNG DATE: 01-31-2018 UlISITAH ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (475)789-]017 www uintahgroup com • SINCE 1964 C34 5170 5165 5160 5155 5150 5145 5140 0 0 O Top of Finished Sub—Grade (Typ.) Preconstruction Ground (Typ.) 60"x94' CMP ©3.1% 1 1 0 0 0 Lri 5170 5165 5160 5155 5150 5145 5140 0+00 I I 0+10 0+20 0+30 I I 0+40 0+50 0+60 Culvert -- Sta 50+50.11 0+70 0+80 0+90 1+00 1+05 o if) O MI 1 TEP ROCKY MOUNTAIN LLC BOSELY ROAD CULVERT CROSS SECTIONS DATE BY REVISIONS SCALE: 1"=1O' DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTLNC VALVE SET 02-09-18 S.L.W. ADDED ASPIIALT APRON & ADJ. RAD. TO IiWY 6 ACC. 03-15-18 .S.L.W. WIDENED ROAD SL11-GRADE E-E1LE: \Boscly Road_3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 "4. U1NTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 www uinlahgroup.com - SINCE 1964 - C35 PROJECT LOCATION NEBRASKA YUMA SAN MIGUEL COL01113 Mom» NEW MEXICO STATE OF COLORADO ISACA OKLAHOMA NOT TO SCALE TEP ROCKY MOUNTAIN LLC BOSELY ROAD CONSTRUCTION EROSION CONTROL PLAN LOCATED IN: SECTIONS 14 & 23, T7S, R96W, 6TH P.M. GARFIELD COUNTY, COLORADO LOCATION MAP li PROPOSED ACCESS ROAD ',,108' +/- BEGIN ROAD, STA. 0+00.00 LATITUDE: 39" 25' 19.93" N LONGITUDE: 108" 05" 08.70"' W (NAD 83) i BEGIN HIGHWAY 6 ,iiii ACCESS ROAD, STA, 0+00.00 LATITUDE: 39-25'53.40" N LONGITUDE: 108"04'29.04 (NAD 83) fI t�� PROPOSED HIGHWAY W G ACCESS �ALA ROAD144"+/ • el; f SOURCE: 7.5 MIN TOPOGRAPHIC MAP, PARACHUTE, CO (U.S.G.S., 1962) SCALE: 1"=1,000' 1,000' 500' • INDEX OF SHEETS No. SHEET DESCRIPTION 1 Title/Cover Sheet 2-4 General Notes/Plan Narrative 5-8 Construction Erosion Control Plan Diagrams 9-10 Typical Cross Sections 11 Culvert Installation Details 12-16 Stormwater Run-off Outfall Control Measure Plan BASIS BASIS OF NW 1/4 ASSUMED OF BEARINGS BEARINGS IS THE NORTH LINE OF THE NE 1/4 SEC. 23, T7S, R63W, 6TH P.M. 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"' r. , ". ti / �...�• �:tea i 7-7• m �� rIii �� ..�Jr ^_ r+r � ` • \ V3 COi ' v ti _ I \ kj i . . 1 rx1 6.y , ! • 1•i• tin n \ ' ti t 1 1 \ 15 '. bf INSTALL ROADSIDE BERM AND DITCH IN lk �,:_ ai ` ; V ° y • r „ • ■ ✓• r f .F,4 ''ti1 + J all IP �`�'rr FILL AREAS AS SHOWN AS A PERMANENT TRAFFIC SAFETY MEASURE, AND TO PREVENT SLOPE EROSION UNTIL SLOPE PERIMETER CONTROLS AS NEEDED UNTIL FINAL STABILIZATION OF ALL DISTURBED AREAS IS IMPLEMENTED •Gyy' e •r-'" - �'. ■' •S .1.........�.• •- _ ii o _ * j `h{ �"� '•� — # T ' r. ,. * j C 1 r. •• � �-� . ' �• .. _r _ - - - F' y, i •� • STABILIZATION IS ACHIEVED (SEE TYPICAL CROSS SECTIONS AS NOTED BELOW) 1P+•+• ,� .�._. r!f1 _ .• r4 - +" 1+ + �.‘ - • •- _,_ '=hi .%�'t �r �" - �„ F / .4" .. F i{':�I;w�•a.� � �.. %!� � � - ;r - .. , 'l�4�;' 7 `%••' `•'.,t 11} ffffff _�• �'l. ` 4 .. k1. `I��+ +C" - ; .� .. lr• �t �}' 7 • • 1; MAINTAIN ROCK CHECK DAM FOR SEDIMENT L. • CONTROL DURING CONSTRUCTION AND UNTIL �•. 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TOE DITCH, EARTHEN BERM, WATTLE, STRAW BALE BARRIER) ROCK RIP RAP CONSTRUCTION EROSION CONTROL PLAN ENERGY F'..RTNIEFIS p 8 TAP rojects1Pice ancelGr and Valle�A_Spec I lty Project +Bosely Access Read\Site Plan Summit mad a tankers ley 3126!2018 6:43:36 PM 4' TYPICAL CROSS SECTIONS (for Proposed Access Road) 30' 4' TAPER 22' 11' 11' —3%Slope 6" Compacted Gravel Surface Course —3% Slope CUT SECTION (Sec. "A") 30' Top of Sub—Base 4' TAPER 4' 4' TAPER 22' 11' 11' —3% Slope 6" Compacted Grovel Surface Course / —3% Slope Top of Sub—Base 4' TAPER FILL SECTION 10' Existing Road TYPICAL ACCESS (for Proposed Access Road) Centerline of Proposed Road CUT SECTION F (Sec. "B") 30' 3' 24' (width varies at 12' highway due to flares) 12' 3' —3% Slope —3% Slope EDGE OF ASPHALT 1 FILL SECTION (AS SHOWN ON PLAN SETS) Proposed Access Road GRAVEL SPECIFICATION: 3" minus pit run grovel (AASHTO M145-49 A -1—a Soil) Do not place gravel on rood until Inspector/Engineer hos approved the sub—grade. Place gravel to full widened width on turnouts, curve widening, and intersection flares. CUT SECTION 4" Hot—Mix Asphalt (2—two inch lifts) 16" Layer Class 6 Gravel (6" Max. Lifts) FILL SECTION RIP RAP IN BAR DITCH (Only Where Specified) WING DITCH (DETAIL) TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Geometric Standards Sheet DATE 02-05-18 02-09-18 03-15-18 REVISIONS SCALE: N.T.S. DRAWN BY: S.L.W. S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO HW 1' 6 ACC S.L.W. WIDENED ROAD SUB -GRADE E -NILE: 1Basely Road 3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 "1/4 UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 u.twv.uinluhgroup.cann - SJNCG 1264 - 9 GENERAL NOTES 1. THE BOSELY ACCESS ROAD PROJECT CONSISTS OF APPROXIMATELY 15.0 ACRES OF DISTURBANCE AND WILL BE COVERED BY TERRA ENERGY PARTNERS' (TEP) EXISTING CONSTRUCTION GENERAL STORMWATER PERMIT WITH THE STATE OF COLORADO. APPROXIMATELY 12.5 ACRES OF CUT/FILL SLOPES WILL BE STABILIZED WITH VEGETATION, AND 2.5 ACRES OF ROAD WILL BE HARDSCAPED. 2. All EARTHWORK, CUTTING/FILLING, AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND THE PROJECT GEOTECHNICAL ENGINEER'S RECOMMENDATIONS; AND ALL EARTHWORK, SITE PREPARATION, AND QUALITY CONTROL TESTING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. TEP SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING TESTING. 3. ALL GRADING, DRAINAGE, AND EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL CONFORM TO THE LATEST STANDARDS AND SPECIFICATIONS OF TEP AND STATE PERMIT REQUIREMENTS. 4. IN THE EVENT THAT GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, TEP SHALL PERFORM AS NEEDED DEWATERING MEASURES IN ACCORDANCE WITH STATE PERMIT STANDARDS AND REQUIREMENTS. 5. IN THE EVENT THAT CONTAMINATED SOIL AND GROUNDWATER ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, THE EARTHWORK CONTRACTOR MUST: A) REPORT THE CONTAMINATED SOIL OR WATER TO TEP AS SOON AS IT IS ENCOUNTERED; B) PROVIDE A WORK CREW WITH APPROPRIATE OSHA HAZWOPER TRAINING AND APPROPRIATE HEALTH AND SAFETY SUPPORT, AS NEEDED; AND C) SAMPLE, MANAGE, AND DISPOSE OF CONTAMINATED MEDIA IN ACCORDANCE WITH TEP AND COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT REQUIREMENTS. SEDIMENT AND EROSION CONTROL MEASURES 6. TERRA ENERGY PARTNERS (TEP) SHALL ASSUME RESPONSIBILITY FOR CONTROLLING EROSION AND SEDIMENTATION WITHIN THE PROJECT AREA DURING AND AFTER CONSTRUCTION ACTIVITIES. TEP WILL FOLLOW REGULATIONS ESTABLISHED BY THE STATE OF COLORADO'S CONSTRUCTION GENERAL PERMIT IN REGARD TO STORMWATER MANAGEMENT DURING CONSTRUCTION. TEP SHALL PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE SHOWN ON THE PLANS UNTIL THE REQUIRED NATIVE VEGETATION GROUND COVER HAS BEEN ESTABLISHED PER STATE REQUIREMENTS. THE PROJECT EROSION CONTROL PLAN AND DETAILS WILL SHOW THE LOCATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES. 7. TEP SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES AND GENERAL SITE CONDITIONS AT LEAST ONCE EVERY 14 CALENDAR DAYS. POST -STORM EVENT INSPECTIONS WILL BE CONDUCTED WITHIN 24 HOURS AFTER THE END OF ANY PRECIPITATION OR SNOWMELT EVENT THAT CAUSES SURFACE EROSION. IF NO CONSTRUCTION ACTIVITIES WILL OCCUR FOLLOWING A STORM EVENT, POST -STORM EVENT INSPECTIONS SHALL BE CONDUCTED PRIOR TO RE -COMMENCING CONSTRUCTION ACTIVITIES, BUT NO LATER THAN 72 HOURS FOLLOWING THE STORM EVENT. 8. TEP SHALL KEEP PAVED ROADS FREE FROM MUD AND DEBRIS TRACKING AT ALL TIMES. VEHICLE TRACKING CONTROLS (I.E., MUD MATS, STABILIZED SURFACES) WILL BE PLACED AT ALL CONSTRUCTION ACCESS POINTS TO PAVED STREETS AND WILL BE CONSTRUCTED PER THE TEP PICEANCE BASIN STORMWATER MANUAL OF BEST MANAGEMENT PRACTICES (BMPs) REVISION 4, JUNE 2016. 9. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SUCH AS DIVERSION DITCHES, SEDIMENT CONTROL LOGS, EARTHEN BERMS, ROADSIDE DITCHES, SEDIMENT TRAPS, AND OTHER MEANS SHALL BE INSTALLED TO CONTROL EROSION AND SEDIMENT PER THESE PLANS AND TERRA ENERGY PARTNERS' STORM WATER MANAGEMENT PLAN (SWMP). DIVERSION DITCHES ARE PLANNED FOR USE WHERE EXISTING DRAINAGES ENTER THE PROJECT AREA; SEDIMENT CONTROL LOGS MAY BE USED AROUND MATERIAL STOCKPILES OR ON THE DOWNGRADIENT SIDE OF DISTURBANCES; EARTHEN BERMS, ROADSIDE DITCHES, AND SEDIMENT TRAPS ARE PLANNED FOR USE ALONG THE PROPOSED ACCESS ROAD RIGHT-OF-WAY; AND OTHER STORMWATER CONTROLS WILL BE INSTALLED/CONSTRUCTED AS NEEDED. 10. TEP SHALL INSTALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES SUCH AS WATTLES, AND OTHER MEANS AROUND THE PERIMETER OF THE PROJECT STAGING AND STORAGE AREA. TO THE EXTENT PRACTICABLE, ALL LOADING AND UNLOADING OPERATIONS, OUTDOOR STORAGE ACTIVITIES, AND VEHICLE/EQUIPMENT MAINTENANCE AND FUELING SHALL TAKE PLACE IN THE STAGING AND STORAGE AREA. ALL SURFACE DISTURBANCES SHALL BE RESTORED WITH NATIVE SEED MIX, FERTILIZER, AND MULCH OR EQUAL. 11. TEP WILL CONTROL DUST AT ALL TIMES. IF DUST CONTROL MEASURES PROVE TO BE INADEQUATE, TEP MAY REQUIRE THE CESSATION OF CONSTRUCTION ACTIVITIES OR THE USE OF A DUST PALLIATIVE, TACKIFIER, OR TEMPORARY SEEDING/MULCHING OF DISTURBED SURFACES. 12. FOR SLOPES STEEPER THAN 3:1 (HORIZONTAL:VERTICAL) ROLLED EROSION CONTROL PRODUCTS SHALL BE USED TO CONTROL EROSION UNTIL A SUFFICIENT AND UNIFORM COVER OF VEGETATION BECOMES ESTABLISHED; OR HYDROSTRAW BFM OR SIMILAR CONVENTIONAL BFM HYDROMULCHES SHALL BE APPLIED ON THESE SLOPES WHERE EXTRA EROSION PREVENTION IS NEEDED. 13. SEDIMENT REMOVAL AND STORMWATER BMP REPAIRS SHALL BE PERFORMED AS SOON AS POSSIBLE, IMMEDIATELY IN MOST CASES. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE-HALF THE CAPACITY OF THE SEDIMENT CONTROL MEASURE. 14. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION IS ACHIEVED OR UNTIL SITE CONDITIONS WARRANT THE USE OF DIFFERENT STORMWATER BMPS. SOIL HANDLING 15. TERRA ENERGY PARTNERS (TEP) WILL SALVAGE TOPSOIL FROM AREAS OF BOTH CUT AND FILL FOR REUSE IN REVEGETATING DISTURBED SURFACES. TOPSOIL SALVAGED FROM AN AREA SHALL BE PLACED IN CLOSE PROXIMITY TO THE LOCATION IT WAS REMOVED, AND CARE SHALL BE TAKEN BY EQUIPMENT OPERATORS WHEN SALVAGING, STOCKPILING, AND REPLACING TOPSOIL. 16. WHEN TOPSOIL STOCKPILE LOCATIONS ARE ESTABLISHED, THESE LOCATIONS WILL BE ADDED TO THE EROSION CONTROL PLAN/SITE MAP FOR THIS PROJECT. TEP SHALL LOCATE TOPSOIL STOCKPILES FOR CUT AND FILL SLOPES WITH A STEEPNESS OF 3:1 OR LESS AT THE LIMITS OF CONSTRUCTION. TOPSOIL WILL BE EVENLY PLACED INTO AN EARTHEN BERM ALONG THE PERIMETERS OF CUT AND FILL SLOPES WHERE EQUIPMENT OPERATORS CAN MORE EFFICIENTLY REPLACE THE TOPSOIL OVER DISTURBED SURFACES AND PREVENT FURTHER COMPACTION OF SOILS. TOPSOIL STORAGE AREAS FOR CUT AND FILL SLOPES WITH A STEEPNESS GREATER THAN 3:1 SHALL BE STRATEGICALLY PLACED ON FLATTER SURFACES WITHIN THE LIMITS OF DISTURBANCE, OR ON NEARBY EXISTING TEP WELL PADS. AS NEEDED, SEDIMENT AND EROSION CONTROL BMPS WILL BE USED FOR ALL TOPSOIL STOCKPILES. 17. TEP SHALL REMOVE, STORE, AND REPLACE TOPSOIL IN A WAY THAT PREVENTS SOIL EROSION AND STORMWATER POLLUTION. TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPs SUCH WAS WATTLES, EARTHEN BERMS, DIVERSION DITCHES, AND SEDIMENT TRAPS WILL BE INSTALLED AND PROPERLY MAINTAINED DURING SOIL EXCAVATION AND REPLACEMENT CONSTRUCTION PHASES. 18. TEP SHALL ESTABLISH TOPSOIL SALVAGE LIMITS PRIOR TO SALVAGE OPERATIONS. EXCAVATED TOPSOIL SHALL BE FREE OF COARSE DEBRIS (I.E., VEGETATION, ROCKS, ETC.), AND EXCAVATION OPERATIONS SHALL PROCEED FROM HIGHER TO LOWER TOPOGRAPHICAL AREAS. STRIPPED TOPSOIL SHALL BE STORED IN PILES OR ROWS IN CLOSE PROXIMITY TO AREAS OF REPLACEMENT TO PREVENT FURTHER COMPACTION OF SOILS. WHEN PRACTICABLE, TEP WILL REPLACE TOPSOIL IMMEDIATELY AFTER GRADING OPERATIONS HAVE BEEN COMPLETED. PRIOR TO TOPSOIL REPLACEMENT, THE SUBSOIL SHALL BE TILLED, DISKED, OR HARROWED TO LOOSEN COMPACTED SOIL AND PROMOTE INFILTRATION. 19. TOPSOIL SHALL BE REPLACED AS SOON AS POSSIBLE TO PREVENT LEACHING OF NUTRIENTS AND LOSS OF MICRO-ORGANISMS. 20. SALVAGED TOPSOILS AND ANY EXCAVATED SUBSOIL SHALL BE STORED SEPARATELY WHERE THEY WILL NOT BE EASILY DISTURBED OR ERODED. TOPSOIL, SUBSOIL, AND/OR AGGREGATE PILES SHALL HAVE A STEEPNESS OF 3:1 (HORIZONTAL:VERTICAL) OR LESS. IF TOPSOIL IS NOT TO BE REPLACED IMMEDIATELY AFTER GRADING OPERATIONS END PILES SHALL BE COVERED WITH EROSION CONTROL MATTING OR GEOTEXTILES. IF TOPSOIL OR ANY SURFACE DISTURBANCE REMAINS EXPOSED FOR 90 DAYS OR MORE, TEMPORARY VEGETATION SHALL BE USED TO ENABLE SOIL COMPONENTS TO REMAIN HEALTHY AND ALIVE AND TO STABILIZE SURFACE DISTURBANCES. 21. TEP WILL CONTROL DUST FROM MATERIAL STOCKPILES AT ALL TIMES WITH THE USE OF WATER, A DUST PALLIATIVE, TACKIFIER, OR TEMPORARY SEEDING/MULCHING. PLASTICS SHOULD NOT BE USED. 2 WEED MANAGEMENT PLAN 22. NOXIOUS WEED INFESTATIONS MAY OCCUR ON LANDS WITHIN TERRA ENERGY PARTNERS, LLC (TEP) LEASE BOUNDARIES. THESE AREAS INCLUDE WELL PADS, LEASE ROADS, DISTURBED SITES, RECLAIMED SITES, AND SOME UNDISTURBED AREAS. TO MINIMIZE THE IMPACTS FROM THE PRESENCE OF NOXIOUS WEEDS, TO IMPROVE RECLAMATION SUCCESS, AND TO ENSURE GOOD LAND STEWARDSHIP, TEP HAS ADOPTED THE FOLLOWING INTEGRATED NOXIOUS WEED MANAGEMENT PLAN. THE NOXIOUS WEED MANAGEMENT PLAN IS DESIGNED TO BRING TEP INTO COMPLIANCE WITH THE COLORADO NOXIOUS WEED ACT (C.R.S. TITLE 35, ARTICLE 5.5), COLORADO OIL & GAS CONSERVATION ACT, COUNTY NOXIOUS WEED MANAGEMENT PLANS, AND THE BLM GOLD BOOK. 23. WEED MANAGEMENT ACTIVITIES WILL PRIMARILY FOCUS ON THE COLORADO NOXIOUS WEED LIST AND THE GARFIELD COUNTY NOXIOUS WEED LIST. TEP'S INTEGRATED WEED MANAGEMENT PLAN WILL ADDRESS FOUR KEY COMPONENTS OF WEED MANAGEMENT: 1) PREVENTION; 2) INVENTORY AND MAPPING; 3) WEED CONTROL; AND 4) MONITORING. 24. PREVENTION ISA KEY COMPONENT OF THE TEP WEED MANAGEMENT PROGRAM. TEP ADDRESSES PREVENTION IN THE PLANNING, DEVELOPMENT, AND OPERATIONS PHASES OF FIELD DEVELOPMENT. TEP TRIES TO AVOID OR LIMIT GROUND DISTURBANCE ACTIVITIES WHEN PRACTICABLE, AND IF GROUND DISTURBING ACTIVITIES CANNOT BE AVOIDED, TEP TRIES TO PLAN DEVELOPMENT THAT WILL AVOID IDENTIFIED WEED INFESTATIONS OR AREAS WHERE WEED ESTABLISHMENT MAY BE MORE OPTIMAL. IF GROUND DISTURBING ACTIVITIES DO OCCUR, TEP USES TEMPORARY OR PERMANENT SEED MIXES THAT HELP TO DEVELOP HEALTHY STANDS OF VEGETATION THAT CAN BE SELF-SUSTAINING AND DETER THE ESTABLISHMENT OF INVASIVE SPECIES. 25. INVENTORY AND MAPPING - TEP USES VARIOUS MEANS TO INVENTORY NOXIOUS WEEDS THAT FALL WITHIN ITS LEASE BOUNDARIES. MEMBERS OF TEP ENVIRONMENTAL STAFF ARE TRAINED IN WEED IDENTIFICATION AND NOTE NOXIOUS WEED OCCURRENCES WHEN COMPLETING FIELD WORK. THE ENVIRONMENTAL STAFF ALSO WORKS TO EDUCATE FIELD OPERATIONS STAFF TO IDENTIFY WEED INFESTATIONS SO THEY T00 CAN DOCUMENT INFESTATIONS AND INFORM ENVIRONMENTAL STAFF WHERE THOSE INFESTATIONS OCCUR. IF OPERATIONS PERSONNEL ARE UNSURE OF A SUSPECTED INFESTATION, THEY CONTACT THE ENVIRONMENTAL STAFF, AND THE SUSPECTED INFESTATION IS THEN INVESTIGATED BEFORE IT IS DOCUMENTED. TEP HIRES A CERTIFIED WEED APPLICATOR TO DO ITS BARE GROUND AND NOXIOUS WEED SPRAYING. WHILE THE APPLICATOR IS CONDUCTING ANNUAL SPRAYING ACTIVITIES THEY ARE REQUIRED TO GPS THE INFESTATIONS THEY FIND AND TREAT FOR A COMPANY INVENTORY AND ANNUAL REPORTING. FINALLY, MANY OF THE LANDS THAT TEP OPERATES ON ARE USED FOR LIVESTOCK GRAZING OR AGRICULTURAL PURPOSES AND TEP WORKS WITH THE LESSEES TO DOCUMENT WEED INFESTATIONS THAT THE LESSEES MAY IDENTIFY. 26. WEED CONTROL -TEP USES AN INTEGRATED WEED MANAGEMENT APPROACH FOR THE CONTROL OF IDENTIFIED NOXIOUS WEED INFESTATIONS. THE APPROACH INCLUDES FOUR CONTROL METHODS: CULTURAL, MECHANICAL, BIOLOGICAL, AND CHEMICAL. 27. CULTURAL CONTROL IS THE USE OF MANAGEMENT PRACTICES THAT WILL HELP TO FAVOR THE GROWTH OF DESIRABLE SPECIES OVER UNDESIRABLE SPECIES. THIS ESTABLISHMENT IS ACCOMPLISHED BY USING APPROPRIATE SEED MIXES THAT REFLECT THE SURROUNDING AREA OR SPECIES THAT HAVE BEEN DEVELOPED AND ARE APPROVED FOR RAPID STABILIZATION OF A SITE. PURCHASED SEED AND MULCH IS CERTIFIED WEED FREE TO DECREASE THE OPPORTUNITY FOR NOXIOUS WEED SPECIES TO BE INTRODUCED INTO DISTURBED SITES. 28. MECHANICAL CONTROL METHODS USED BY TEP INCLUDE MOWING, TILLAGE, AND HAND PULLING. BECAUSE MECHANICAL METHODS TEND TO BE FAIRLY LABOR INTENSIVE AND COST PROHIBITIVE, IT IS NOT TYPICALLY A PREFERRED METHOD BUT CAN BE USED IN SENSITIVE AREAS OR AREAS WHERE TOPOGRAPHY OR OTHER ENVIRONMENTAL FACTORS MAY BE CONSIDERED PROHIBITIVE. 29. BIOLOGICAL CONTROL METHODS ARE THE RELEASE OF ORGANISMS KNOWN TO BE EFFECTIVE IN CONTROLLING SPECIFIC WEED SPECIES. THIS METHOD MAY BE CHOSEN FOR A HEAVY INFESTATION OF A SPECIFIC SPECIES ON A SITE. TEP WILL CONSULT WITH THE COLORADO DEPARTMENT OF AGRICULTURE INSECTARY LOCATED IN PALISADE, COLORADO WHEN EXPLORING CONTROL OPTIONS. THE BLM WILL ALSO BE CONSULTED IF THIS METHOD IS BEING CONSIDERED ON FEDERALLY CONTROLLED LANDS. 30. CHEMICAL CONTROL IS THE USE OF HERBICIDES TO CONTROL WEED POPULATIONS AND IS THE PRIMARY WEED CONTROL METHOD USED BY TEP. TEP ANNUALLY CONTRACTS A CERTIFIED COMMERCIAL APPLICATOR TO APPLY HERBICIDES ON LEASE ACREAGE. BOTH BARE GROUND AND NOXIOUS WEED APPLICATIONS OCCUR THROUGHOUT SPRING, SUMMER, AND FALL. TEP ENCOURAGES THE USE OF SPOT SPRAY APPLICATION ON LEASE LAND TO ENSURE THAT VEGETATION DIVERSITY COMPONENTS ARE MAINTAINED. BROADCAST APPLICATIONS ARE USED ONLY IF A WEED INFESTATION IS EXTREMELY HEAVY AND HAS CREATED A MONOCULTURE IN THE INFESTED AREA. THE USE OF APPROPRIATE PPE, PESTICIDE STORAGE, PESTICIDE HANDLING, SPRAY MIXTURES AND APPLICATION RATES WILL OCCUR ON TEP LEASE ACREAGE. 31. MONITORING -AREAS WHERE NOXIOUS WEED INFESTATIONS ARE IDENTIFIED AND TREATED WILL BE INSPECTED OVER TIME TO ENSURE THAT CONTROL METHODS ARE WORKING TO REDUCE AND SUPPRESS THE IDENTIFIED INFESTATION. THE SITES WILL BE MONITORED UNTIL THE INFESTATIONS ARE ELIMINATED OR REDUCED TO ACCEPTABLE LEVELS. THESE INSPECTIONS WILL BE USED TO PRIORITIZE FUTURE WEED CONTROL EFFORTS. GARFIELD COUNTY NOXIOUS WEED LIST Common Name Listed Scientific Name Colorado Common Name Listed Scientific Name Colorado Leafy spurge Euphorbia esula 8 Yellow toadflax Linaria vulgaris 8 Russian knapweed Acroptilon repens 8 Hoary cress/White top Cardaria draba 8 Yellow starthistle Centaurea solstitalis A Saltcedar Tamarix parviflora 8 8 Plumeless thistle Carduus acanthoides 8 Saltcedar Tamarix ramosissima Houndstongue Cynoglossum officinale 8 Oxeye Daisy Chrysanthemum leucantheum B Common burdock Arctium minus C Jointed Goatgrass Aegilops cylindrical 8 Scotch thistle Onopordum acanthium 8 Chicory Cichorium intybus C Canada thistle Cirsium arvense 8 Musk thistle Carduus nutans 8 Spotted knapweed Centaurea maculosa 8 Purple loosestrife Lythrum salicaria A Diffuse knapweed Centaurea diffusa 8 Russian olive Elaeagnus angustifolia 8 Dalmatian toadflax Linaria dalmatica 8 3 SITE REVEGETATION AND RESTORATION 32. TERRA ENERGY PARTNERS (TEP) SHALL BE RESPONSIBLE FOR ESTABLISHING NATIVE VEGETATIVE GROWTH WITHIN THE DISTURBED GRADING LIMITS. FINAL STABILIZATION PRACTICES FOR ESTABLISHING A SUFFICIENT AND UNIFORM COVER OF VEGETATION INCLUDE SEEDBED PREPARATION, NATIVE SEEDING (I.E., DRILLED, HYDRO -SEEDED, HAND BROADCAST), MULCHING AND/OR ROLLED EROSION CONTROL PRODUCT INSTALLATION. 33. ALL DISTURBED NATIVE AREAS WILL BE RESTORED WITH APPROVED NATIVE SEED MIX, FERTILIZER, OR OTHER AMENDMENTS. TEP IS RESPONSIBLE FOR "FINAL STABILIZATION" OF THE DISTURBED PROJECT LIMITS PER THE TERMS AND CONDITIONS REQUIRED BY THE STATE'S CONSTRUCTION GENERAL PERMIT AND THE REQUIREMENTS OF THE TEP STORMWATER MANAGEMENT PLAN (SWMP). FINAL STABILIZATION IS REACHED WHEN ALL GROUND SURFACE DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED, AND UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST 70 PERCENT OF PRE -DISTURBANCE LEVELS, AND EQUIVALENT PERMANENT, PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED. IF NEEDED, TEP WILL ESTABLISH THE REQUIRED VEGETATIVE COVER BY TEMPORARY WATERING OR IRRIGATION AND BY MAINTAINING TEMPORARY EROSION CONTROL MEASURES UNTIL THE 70 PERCENT PLANT DENSITY IS MET. 34. DISTURBED SOIL PREPARATION WORK SHALL INCLUDE RELIEVING COMPACTION BY MEANS OF SURFACE ROUGHENING (E.G., CHISELING, RIPPING, TRACK WALKING), INCORPORATING SOIL AMENDMENTS SUCH AS FERTILIZER, AND FINISHED GRADING OF ALL SEEDING AREAS AS DESCRIBED IN THE PROJECT PLANS AND DETAILS. OPERATION OF HEAVY MACHINERY ON THE DISTURBED NATIVE AREAS SHALL BE LIMITED TO AS FEW PASSES AS POSSIBLE TO PREVENT FURTHER COMPACTION OF SOILS. 35. FOR FILLS THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, TOPSOIL, AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING THE GROUND TO PROVIDE A BOND WITH THE FILL MATERIAL. FILL MATERIAL SHALL NOT INCLUDE ORGANIC, FROZEN, OR OTHER DELETERIOUS MATERIALS. NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL GREATER THAN 12 INCHES IN ANY DIMENSION SHALL BE INCLUDED IN FILLS. 36. SOIL AMENDMENTS SHALL BE ADDED TO DISTURBED AREAS AT RATES DETERMINED BY SOIL SAMPLE TEST RESULTS. AMENDMENTS SHALL BE ADDED TO SOILS ON SLOPES WITH A STEEPNESS OF 3:1 (HORIZONTAL:VERTICAL) OR LESS BY A MECHANICAL MEANS DURING SEEDBED PREPARATION. AMENDMENTS SHALL BE ADDED TO SOILS ON SLOPES GREATER THAN 3:1 HYDRAULICALLY OR WITH A BROADCAST (E.G,, HAND) METHOD. 37. TERRA ENERGY PARTNERS (TEP) WILL DRILL SEED SLOPES WITH A STEEPNESS OF 3:1 OR LESS AT THE SPECIFIED RATE OF 10.35 PLS LBS/ACRE, WITH INDUSTRY STANDARD EQUIPMENT, AND IN A DIRECTION ALONG THE CONTOURS OF FINAL GRADE. FOR SLOPES STEEPER THAN 3:1 (HORIZONTAL:VERTICAL) TEP WILL HYDRAULICALLY SEED OR BROADCAST (I.E., HAND) SEED THE DISTURBED AREAS AT A RATE TWO TIMES THE DRILL SEED RATE (I.E., 10.35 LBS/ACRE x 2 = 20.70 PLS LBS/ACRE). 38. TEP WILL MULCH ALL SEEDED AREAS WITH HYDRO -MULCH TYPE-FLEXTERRA HP-FGMTM OR EQUIVALENT AT A RATE SPECIFIED BY THE PRODUCT'S MANUFACTURER AND RE -APPLY AS NEEDED TO PREVENT EROSION UNTIL VEGETATION IS ESTABLISHED. ROLLED EROSION CONTROL PRODUCTS ON SLOPES STEEPER THAN 3:1 MAY ALSO BE USED, AND INSTALLED AS SPECIFIED BY THE MANUFACTURER'S RECOMMENDATIONS BASED ON SLOPE STEEPNESS. 39. TEP WILL INSTALL EXCEL CS -3 ALL NATURAL TM EROSION CONTROL BLANKET OR EQUIVALENT AS SPECIFIED BY THE PRODUCT'S MANUFACTURER IN THE FLOW LINES OF THE RE -CONSTRUCTED PERMANENT DRAINAGE(S) EXTENDING FROM STATION 29+50 TO STATION 35+00. 40. TEP SHALL RESTORE THE PROJECT STAGING AND STORAGE AREA TO CONDITIONS EQUAL TO OR BETTER THAN CONDITIONS PRIOR TO CONSTRUCTION. ALL DISTURBED AREAS SHALL BE RESTORED WITH NATIVE SEED MIX, FERTILIZER, AND MULCH OR EQUAL, BOSELY SEED MIX Common Name Scientific Name PLS lbs./acre FOURWING SALTBUSH ATRIPLEX CANESCENS 2.5 SHADSCALE ATRIPLEX CONFERTIFOLIA 2.0 ARIZONA FESCUE FESTUCAARIZONICA 1.0 GALLETA GRASS PLEURAPHIS JAMESII 2.0 SANDBERG BLUEGRASS POA SECUNDA SSP. SANDERGII 0.6 ALKALI SACATON SPOROBOLUS AIROIDES 0.2 SAND DROPSEED SPOROBOLUS CRYPTANDRUS 0.1 GARDNER SALTBUSH ATRIPLEX GARDNER! 1.75 SCARLET GLOBEMALLOW SPHAERALCEA COCCINEA 0.1 ROCKY MOUNTAIN BEEPLANT CLEOME SERRULATA 0.1 TOTAL . 10.35 ON AREAS WHERE SEED IS HYDRAULICALLY APPLIED OR BROADCASTED (BY HAND OR MECHANICAL METHODS), SEEDING RATES WILL BE INCREASED TO A RATE OF AT LEAST TWO TIMES THE DRILL SEED RATE (I.E. 10.35 PLS./ACRE X 2 = 20.7 PLS/ACRE) FLEXTERRA HP-FGMTM APPLICATION RATES SLOPE GRADIENT/CONDITION 5 3H to 1V > 3H to 1V and 5 2H to 1V > 2H to 1V and 5 1H to 1V Below ECB or TRM As infill for TRM Ib/ac 3000 Ib/ac 3500 Ib/ac 4000 Ib/ac 1500 Ib/ac 3500 Ib/ac 4 10' TYPICAL CROSS SECTIONS (for Proposed Access Road) 8' 30' 4. FILL AREA TAPER 22' 11' 11' —3% Slope 6" Compacted Gravel Surface Course / —3% Slope 4 4' TAPER FILL AREA CUT SECTION 1 0' • r (Sec. "D'2 30' Top of Sub—Base F LL SECTION 4' • 7 TAPER 2 2' 11' 11' —3% Slope 6" Compacted Gravel Surface Course / —3% Slope 4' TAPER 2' CUT SECTION r Top of Sub—Base (Sec. 'E'} 30' 22' 11 11' —3% Slope 6" Compacted Gravel /Surface Course / —3% Slope Top of Sub—Base 1' ¢' 7 FILL SECTION CUT SECTION FILL AREA 2• r TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Geometric Standards Sheet DATE IIY REVISIONS SCALE: N.T.S. DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.LW. ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC 03-15-18 S. LW, WIDENED ROAD SUB -GRADE E -FILE: IBosdr Road 3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 iff44, U 1 NTAH ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (435)789-1017 uinlahgroup com - SINCE 1.961 - 10 THE PLANS SHOW AN ESTIMATE OF THE NUMBER AND THE SIZE OF THE CULVERTS TO BE PLACED ON THE ROAD. THERE MAY NEED TO BE SOME FIELD ADJUSTMENTS MADE BY THE CONTRACTOR, AND/OR INSPECTOR/ENGINEER TO THE PLACEMENT AND LENGTH OF THE CULVERTS AND NTNG DITCHES. CULVERT INGRESS AND EGRESS DITCH LENGTHS ARE TO BE DETERMINED DURING CONSTRUCTION. ALL DITCHES ARE TO BE CONSTRUCTED WITH SUFFICIENT SLOPE SO THAT WATER WILL EXIT THE DOWNSTREAM SIDE AND NOT POND IN THE DITCH. ALL CULVERTS SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT AN HS -20 LOADING OR HEAVIER. CHECK WITH MANUFACTURER FOR INFORMATION ABOUT MINIMUM COVER AND LOAD RATINGS. IN NO CASE SHALL COVER OVER CULVERTS BE LESS THAN 1'. CULVERT LENGTHS ARE ESTIMATED ON THE PLANS BUT THERE MAY NEED TO BE SOME ADJUSTMENTS MADE TO THE LENGTHS OF THE CULVERTS DURING CONSTRUCTION. PROVIDE 3 WRAPS OF #9 GALVANIZED WIRE AROUND THE PIPE AND AROUND EACH POST 461 (2) 8' METAL FENCE POSTS SPECIAL ANCHORING TYPE 2 DOWNDRAINS DETAIL B EXISTING GROUND BACKFILL DETAIL CUT SLOPE DITCH DAM IN UVE FISH BEARING STREAMS LOWER BOTTOM OF CULVERT 5' BELOW NATURAL CHANNEL SURFACE TYPE 1 NORMAL ROAD BAC1SLOPE D0 NOT RAISE OUTLET ABOVE STREAM BED ELBOW (Sse Detail B) MINIMUM 1.5' DR 1.5 PIPE DIAMETERS (Sie Deloli A) - COMPACT BACKFILL IN 8" LAYERS - OBTAIN REQUIRED DENSITY ---t TYPE 2 NORMAL ROAD BACKSLOPE MINIMU 1.5' OR 1.5 PIPE DIAMETERS (See Data A) ROCK RIPRAP DITCH LINE BEDDED ROCKS MUST DISCHARGE ON NATURAL GROUND RIPRAP AS REQUIRED TYPE 3 NORMAL _. DITCH L NE L 20' MIN DITCH GRADE 20' MIN CATCH BASIN PLAN VIEW (TYPES 2 AND 3) (DITCH DAM ONLY TYPE 1) DETAIL A ed EXI81}N0 ORDUND-' 3"mIn 0"min RIP—RAP WILL BE PLACED AT CULVERT INLETS AND OUTLETS WHERE SPECIFIED ON THE PLAN & PROFILE SHEETS. RIP—RAP WILL BE SIZED DEPENDENT UPON PIPE DIAMETER AS SHOWN. RIP RAP SHALL BE WELL GRADED WITH A SUFFICIENT AMOUNT OF SMALLER STONES UNIFORMLY DISTRIBUTED THOUGHOUT. FP/PE DIAM.—D RIP—RAP SIZE L M YARDAGE 0"-24" 60% shall be 6" In diameter or larger 5' 12' f1 cYds 25'-413" 60% shall be 12" In diameter or larger 10' 1B" ±6 cyds 49"-72" 60% shall be 18" In diameter or larger 15' 24" *19 cyds •Lorger than 72", consult engineer. L 11111111111 VARIABLE SLOPE NATIVE SOIL _ --.11-»11.x,11-1f 111geF rW�Y'��- ILIP2 grip u�N-=F - i i� i �+ i -11 .•u Virr �I I� =1i1 w / M r w . i -/ 11i111T1 11=1� 1 }C -1-E �i:�i►#i►�1►�:4i'�1>�? BED TO HAUNCHES GEOTEX11LE SECTION A -A BEDDING BLANKET 3"min "In SUITABLE GRANULAR MATERIAL COMPACTED AS SPECIFIED 1/10 OIALNETER OR MANUFACTURER IF SPECIFICATION SHAPE BEDDING BLANKET TO FIT BOTTOM OF PIPE BEDDING DETAILS M 1.0' (MIN.) TO ROAD SHOULDER OR 1.5' Vailb AIN 401.11172.. Ir~ 25 min I 20 min FRONT ELEVATIONS PLAN VIEW TO ROAD SHOULDER OR 1.5' Fill Catchline B SIDE ELEVATION IN NARROW CHANNELS ADJUST RIPRAP TO FIT ORIGINAL STREAM BANKS, RIP RAP DETAILS Runout Ditch AVB O rginlol ground SECTION 8-8 TYPICAL RUNOUT DITCH Runout ditch erose section shall match the design ditch. Runout ditches are shown on plans but are located on the ground. Cut Catchline TYPICAL. RUNOUT DITCH A TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Culvert Installation Details Sheet DATE nV REVISIONS SCALE: N.T.S. DRAWN BV: &LW. 02-05.18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.LW. ADDED ASPHALT APRON& ADJ. RAD. TO HWY 6 ACC 0J-15-18 S.LW, WIDENED ROAD Sl'SGRA DE F FILE: \Road_3-15-18.41wg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH2O0 EAST VERNAL, UTAH84078 (435)789-1017 www uinlahgroupcom . snvd119c4 - 11 LINE LENGTH DIRECTION CURVE RADIUS LENGTH DELTA ANGLE STORMWATER RUN-OFFN.Existing L7 229.87' N50'41'59"E C1 400.00' 325.67' 46'38'55.59" 'Rte' OUTFALL CONTROL MEASURE PLAN L2 17.06' N4'03'03"E C2 205.88' 205.02' 57'03'25.68" � Replace — Exiseing L3 205.95' N51'21'21"E C3 300.00' 135.65' 25'54'26.57" G�ul�(s) nsecrll 1176 L4 2...6._13_.78' N31'05'08"E C4 233.84' 102.00' 24'59'33.43" &'`x176' CMP � C5 362.92' 55.98' 8'50'14.92" atHlg ♦ -..\ Cu C8 580.17' 205.26' 20'16'15,35" Medi BEGIN PROF/LE t8 94' 1 .- STA: 0+00 Instal! Install • Install x r8' 74' LMF %� o+ r ;��A Xing Ditch Netka,.,„ -- ,..-e.-_,.._.... Ao 40 $ C8?1 }*8Tl�7LB of 8'x 4' CMP �� J� Proposed Road NNI., --- .� � " 272' CRI 22' Travel Surface $�. 8 / �- , k. .^1.41`��1 1.v - -- n tfj f _ a 3 M �' .1 �a� __z......0,...... �� ..-- -- _� r r 13 � ,� 1� • ;.:may �� ,--pEv / { �•~-. ~� J �_ r Liie AL1' 1 --- � ` -� ^-, — -r — f C� Ins all ''I ` ^- r:P t ��...--- Cats 4- ` i 1-- — — — r iffng Ditch w WTng Ditch .. } 04 INSTALL ROADSIOE ORM ANO DITCH IN PILL AREA AS imp AS A SEDIMENT TRAP (.25 ACRE CAPACITY) PERMAN' NT ?RAMC SAFETY MEASURE, AND TD ino SEDIMENT TRAP (.50 ACRE CAPACITY) PRE1•kiVT .SLOPE £BOSTON dNIL SLOPE STABILIZATION NOTE:1.USE EXTREME CAUTION WHEN CONSTRUCTING NEAR ERIS11NG PIPELINE, CAPACITY) Existing Pipeline Cut Daylight Line ro � O 15 ACHIE4E0. SEDIMENT TRAP (.75 ACRE ROCK RIP RAP $— EXISTING FOR (SPECIFICATIONS BE BURIED DEEPER. CONTACT OUTFALL Existing Fence Fill Daylight Llne PIPELINE OWNER — - = SEDIMENT TRAP (1.0 ACRE CAPACITY) q GRADE % +1.3 +10.0 —1.8 +2.8 —8.9 TYP, SECTION OP APP 0/BH _ 5160 5160 200' V C. SUB--GRADE =n Az f. / \-. °�� `� 5150 5150 ao — 5140 4LI / \\ 5140 5130 it --1ql I4;. 87' bA 5130 5120 ----. ¢ , C � ha. ! e4 rt.,' ti \ � ti., na k 5120 –+— 210' V. C. --�— �;. 150 V. 235 VC, —'�� 5110 _—r—� PRECONSTRUCTION GRADE 8w 8' g• gty o ` 5110 S^ 8w 8.4 8 g o� • 8o S4 81- g• 810 q 8:0 $� 8e g• 811 u 8,;� 8z° g4 4. LL 8� g� � " 4 81 inM a 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 TEP ROCKY MOUNTAIN LLC BO SE LY ROAD PROPOSED ACCESS ROAD Plan & Profile Sheets DATE 8Y REVISIONS SCALE: '' '°° HORZ.. 1" 20' VERT. 85SOUTH 2O0 EAST ailif% VERNAL, UTAH 84078 L.J 1NTAH "' "`u;ni3l,g"' r"�� ENGINEERINO & LAND SURVEYING 57NCG1264 12 DRAWN BY: S.LW 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET(435)789-1017E N ILE: \Bvscly Road 3-15 18.d�rg 02.09-18 S.L.W ADDED ASPHALT APRON & ADJ. RAD. TOHWY6ACC PROJECT NO: TER02-17-0031 03-15-15 S.L.W.WIDENED ROAD SUIT-GRADE DRAWING DATE: 01.31-2018 STORMWATER RUN-OFF aro SEDIMENTTRAP(.25ACRECAPACITY) J 2 OUTFALL CONTROL MEASURE PLAN INSTALL ROADSIDE BERM op SEDIMENT TRAP (.50 ACRE CAPACITY) ROCK RIP RAP C----) SEDIMENT TRAP (.75 ACRE CAPACITY) OUTFALL CD SEDIMENT TRAP (1.0 ACRE CAPACITY) ` r Waete/FIII Area AND DITCH IN FILL AREA AS SHOWN AS A PERMANENT TRAFFIC Install SAFETY MEASURE, AND TO 4e r772' CAIP PREVENT SLOPE EROSION Install SLOPE STABILIZATION 24 x116' CMP Install f Install UNTIL l/Ev>7x fe xf/0' CMP 78 x1o6' Is --- Wing Dltch`f 8 Out/et +$ $ Ditch ..�. N Install CMP y0 x11s' QNP Install Centerline of r-22' Travel Surface 24"x158' LMP Proposed Rood out/et\. a� g DIt4 Wing pit $ MI ilk; IL �� I I I I Otitla Ditch , 1t ilitirl kale Wing Ditch fear CHP ( rr •-___•_ i WIPq DilV. Haf DIt } 66"x8154106' Arch Pipe Waste/Flit Area UNE LENGTH DIRECTION CURVE RADIUS LENGTH DELTA ANGLE CS 1 I— Waste/Fill Area b L4 288.75' N31'05'06"E 990.17' 205.28' 20'19'15.35" o u) c) NOTE/ �. 1. USE EXTREME CAUTION WHEN CONSTRUCTING NEAR EXISTING PIPELINE. L8 830.03' N40'88'13"E C7 900.00' 103,00' 4'80'07.83" II II re Existing Pipeline — Cut Daylight Line 1 EXISTING PIPELINES MIGHT NEED TO BE BURIED DEEPER. CONTACT�•• PIPELINE OWNER FOR SPECIFICATIONS. 1.8 508.91' N38'43'39"E C8 1000.00' 38.27' 2'11'34,04" ----u^x III EXIstIng Fence .0 Fill Daylight Line I GRADE x —8.9 +3.5 –3.5 +0.6 TYP, SECTION Hen „AN „B„ „E„ „ 0„ 5150 5150 212' V C. 250' V.C. - . 200' VC. 5140 $a q FINISHED SUB—GRADE Al # 8 zi 4 N 8 N $ y 5140 5130 — ♦ 1- c• ti t 1.- 5130 5120 -, / \\ / 13,17:‹ (. PRECONSTRUCTION GRADE \\.__. 5120 5110 50' \ 4 8 4 °.° 0 �7 4 N ��, 5110 // \ 5100 \ / \ /f �\ //��,/1 i o \rte\ /\I 5100 8'... 5090 8 `\ 8 / / u7 $ O M, O � 8 /.-.~t.�~\ \ 1j� / $ 4 8� -�' N 8 J w Q 8 1 / r+ / p o , 8 a] p 4 td 8 8 p� 7/ ❑ 8 LQ 'm \ V tri \ 1$ a ~ C w g p O n p O >' 8l S7 88 �fY 5090 u.�� }}} fy ry N N \/N CI r. mm N N M 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 TEP ROCKY MOUNTAIN LLC BO SELY ROAD PROPOSED ACCESS ROAD Plan & Profile Sheets DATE BY SCALE: 1 100' HOU- I" 20' VERT. BSSOUTH 2O0EAST ff#4ti VERNAL, UTAH (435)789-1017 U'�TAHI wwwuinlahgro°p.com ENGINEERING & LAND SURVEYING SIIVCR/A64 13 REVISIONS DRAWN BY: S.L.W. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET E NILE: \Doscly Road3-1S18.daQ 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TOHWY6ACC 'CER02-17-0031 03-15-18 S.LA\'. WIDENED ROAD SUB I'ROJECC \O: -GRADE DRAWING DATE: 01-31-2018 STORMWATER RUN-OFF OUTFALL CONTROL MEASURE PLAN 111 8 Waete/FIII Area p 8 8 M Install 66'5451'4706' Arch Pipe UNE LENGTH DIRECTION L6 608.91' N35'43'39"E L7 283.04' N37'30'50"E L8 1.24' N4'53'41"E L9 76,28' N40'25'011 (.10 38.11' N53'34'59"E L11 405.46' NE14'51'541 GRADE X n n r7 CL =C9 8 8 8 • 14, i Waste/FM Area• • •• G? 1 • X 22' Travel Surface BLM� N t/4 CORNER/ SeC?7WV 23 NG PIKLINE. NOTE: \ / 1 i 1. USE EXTREME CAUTION INHEN CONSTRUCTNG NEA‘ EXISTING PIPEI.IN S ALIGHT NEEid TO BE .tJRIE0 9EEPER�. CONTACT PIPELINE OWNE FOR SPECIFIQQATlONS. 8 - 8 S 11. L9 C12 a rIndo// 1-(2"72' CMP Centerline of Proposed Road H7ng Ritch Install 16x70' CMP, np ❑lith thaw 181x74' CMP CURVE RADIUS LENOTH DELTA ANGLE C9 2000.00' 42.37' 1'12'49.62" C10 200,00' 113.86' 32'37'06.48" C11 576.64' 357.01' 36'31'10.63" C12 400.00' 91.92' 13'09'57.85" C13 1000.00' 198.91' 1116'55.03' Waste/F111 Aro n 2 k� k.19� SEDIMENT TRAP (.25 ACRE CAPACITY) SEDIMENT TRAP (.50 ACRE CAPACITY) SEDIMENT TRAP (.75 ACRE CAPACITY) SEDIMENT TRAP (1.0 ACRE CAPACITY) STRAW BALE CHECK DAM ROCK RIP RAP OUTFALL —II--( 41 eeo f = Waste/Fill Area Existing Pipeline Exieting Fence Cut Daylight Line FAP Daylight Line +0.6 +6.2 +6.4 +4.1 +0.5 +4.6 TVP. SECTION 5150 "En "8ll 5140 5130 5120 5110 PRECONSTRUCTION GRADE FINISHED SUB—GRADE W) �� 1 8c1 A 250' VC, 8 li / 8 5150 5170 5140 5160 a • 5130 5150 5120 5140 5110 5130 510% 30+00 31+00 32+00 33+00 34+00 35+00 36+00 TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Plan & Profile Sheets DATE BY p4 O F7 5120 r 37+00 150' VC. 8 8 8• 0 8 111 CO 17— 150' VC. 8, 0 0 0 + • PRECONSTRUCT1ON GRADE 0 8 t H FINISHED SUB—GRADE ••.•.•••••••---, 8 r — —F— 150' V.C. --� 8 N li 2 RF.V ISIONS 38+00 39+00 N In 150' V. C. 8b / 0t O a 5170 5160 5150 5140 5130 Ni u 5120 40+00 41+00 42+00 43+00 44+00 45+00 . SCALE.: 1" 100' HURZ., I" 20' VERT. DRAWN BV: S. LW, 02-05-18 5.1..11'.. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASYI-L\LT APRON & ADJ. RAD. TO IIWY 6 ACC. 03-15-18 SLAV. WIDENED ROAD SUB -GRADE F FILE: \Basely Road 3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 "44. u NTAH ENOINEERINO & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 n,wr.uinlahgn,up. corn - SDVCG 1964 - 14 STORMWATER RUN-OFF OUTFALL CONTROL MEASURE PLAN Lir Centerline of Proposed Road Install 64'x94' V GMP si7 ;11,00 1 22' Travel Surface t Insfall M lex106' CMP • g END PROFILE STA: 51441.59 GRADE R +4.6 —6.0 1 +1.7 Wing 0 +7.7 EXI$77NG ACCESS TO BE RECLAIMED TYP. SECTION SEDIMENT TRAP (.25 ACRE CAPACITY) 4-0 SEDIMENT TRAP (.50 ACRE CAPACITY) SEDIMENT TRAP (.75 ACRE CAPACITY) C SEDIMENT TRAP (1.0 ACRE CAPACITY) 1 II = Existing Pipeline ---* 1— Existing Fence EXISTING WELL PAD ROCK RIP RAP OUTFALL CURVE LENGTH DIRECTION L11 EL 405.46' N64'51'54"E ROCK RIP RAP OUTFALL CURVE RADIUS LENGTH DELTA ANGLE C13 1000.00' 196.91' 1196'55.03" C14 170.61' 271.90' 9116'39.27" Cut Daylight Line 0 NOM USE EXTREME CAUTION WHEN CONSTRUCTING NEAR EXISTING PIPELINE. III Fill Daylight Line t• EXISTING PIPELINES MIGHT NEED TO BE BURIED DEEPER. CONTACT PIPELINE OWNER FOR SPECIFICATIONS, 5233 'o Vc. / \ 8 150' VC. 8 .. 150' V.C. 8 5220 ; " /014z 1 i Z / Z 1r`_ a 5210 / 1 / 1 / 1 5200 5190 5180 5170 J FINISHED / SUB—GRADE 5160 5150 —8 8 8 N U 18" CULVERT 8 140' VC, —g 0 PRECONSIRUC11ON GRADE 1 1 60" CUL VERT(S) 8 5230 5220 5210 5200 5190 5180 5170 5160 5150 45+00 46+00 47+00 48+00 49+00 50+00 51+0051+12 Match rood to existing well pad TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Plan & Profile Sheets DATE REVISIONS SCALE: 1' 100' HORZ.. 1" 20' VERT. DRAWN BY: S.L►V.. 02-05-18 .S.LW. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 ADDED ASPHALT APRON & ADJ. RAD_ TO HWY 6 ACC 03-15-18 S.1.W. WIDENED ROAD SL'IB-[;IL►Did E-E1LI:: 111.39[4} R+3ed 3-I9.-18,91wg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 11,4t UINTAH ENGINEERING & LAND SURVEYING 85 SOUTH 200 EAST VERNAL, UTAH 84078 (435)789-1017 wwv.uinlahpnmp. coin - SINCE ,y w - 15 10cF £X SANG 2 -TRACK EX>' 1WG VALVE r GUA?W RAL Obliterate Existing Utdtiyy Access As S>lawn PROPOSED 12" WIDE GRAVEL ROAD TO CONNECT TO EXSTING Z TRACK r~Y Centerline of Proposed Road END PROFILE STA: 1+44.82 UNE LENGTH DIRECTION LI 144.82' N2478'53"W A AFRJN GRADE I,I 24' Travel Surface \\\\ \ \\ i1\\. PO POLE BEGIN PR0F7LE ti STA: 0+00 —1.0 +6.3 +2.0 TYP. SECTION UCU STORMWATER RUN-OFF OUTFALL CONTROL MEASURE PLAN NOTE: 1, USE EXTREME CAUTION WHEN CONSTRUCTING NEAR EXISTING PIPELINE. EXISTING PIPEUNES MIGHT NEED TO BE BURIED DEEPER. CONTACT PIPELINE OWNER FOR SPECIFICATIONS, 411010 SEDIMENT TRAP (.25 ACRE CAPACITY) SEDIMENT TRAP (.50 ACRE CAPACITY) SEDIMENT TRAP (.75 ACRE CAPACITY) SEDIMENT TRAP (1.0 ACRE CAPACITY) ROCK CHECK DAM ROCK RIP RAP OUTFALL — Existing Pipeline —�I--->~-- = Existing Fence = Cut Daylight Line 2. FM Daylight Line 0 PROPOSED BOSELY ROAD 521050'VC. 75' VC. 8g 8 t 5200 a 1-h 5200 5210 5190 5180 5170 5160 5150 p 0+00 / /z 5190 5180 5170 5160 5150 PRECONSTRUCTION GRADE Ties Intoproposed access road FINISHED + SUB—GRADE 1+001+45 TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Plan & Profile Sheets DATE BY REVISIONS SCALE: 1"- I00' NORZ.. I 20' VERT DRAWN RY: S.LW. 02-05-18 S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET 02-09-18 S.L.W. ADDED ASPHALT APRON & ADJ. RAD. TO IiWY 6 ACC. 03-15-18 S.L.W. M'ID1( NED R11AI) 51 I3..(;I I] &FILE: \Basely Rood 3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 810.44. UINTA ENOINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)784-1017 www.uinlahgroup.coin - SINCE/261 - WYOMINGi nreTrna NEBRASKA NEW MEXICO STATE OF COLORADO OKLAHOMA NOT TO SCALE TEP ROCKY MOUNTAIN LLC BOSELY ROAD INTERIM RECLAMATION EROSION CONTROL PLAN LOCATED IN: SECTIONS 14 & 23, T7S, R96W, 6TH P.M. GARFIELD COUNTY, COLORADO LOCATION MAP BEGIN ROAD, STA, 0+00.00 LATITUDE_ 39" 25' 19.93" N LONGITUDE: 108" 05' 00.70" W (NAD 83) / IN HIGHWAY 6 CESS ROAD, STA. 0+00.00 ITUDE: 39"25'53.40" N GITUDE; 108104'29.001 D 83) SOURCE: 7.5 MIN TOPOGRAPHIC MAP, PARACHUTE CO (U.S.G.S., 1962) SCALE: 1"=1,000' 1,000' 500' INDEX OF SHEETS No. SHEET DESCRIPTION 1 Title/Cover Sheet 2-4 General Notes/Plan Narrative 5-8 Interim Reclamation Erosion Control Plan Diagrams 9-10 Typical Cross Sections 11-12 Flexterra I-IP-FGMTM Product Sheet 13-16 Excel CS -3 All Natural ECB Product Sheets BASIS OF BEARINGS BASIS OF BEARINGS IS THE NORTH LINE OF THE NE 1/4 NW 1/4 SEC. 23, T7S, R63W, 6TH P.M. WHICH WAS ASSUMED TO BEAR N87°38'08"E FOR 1325.07' 1 GENERAL NOTES 1. THE BOSELY ACCESS ROAD PROJECT CONSISTS OF APPROXIMATELY 15.0 ACRES OF DISTURBANCE AND WILL BE COVERED BY TERRA ENERGY PARTNERS' (TEP) EXISTING CONSTRUCTION GENERAL STORMWATER PERMIT WITH THE STATE OF COLORADO. APPROXIMATELY 12.5 ACRES OF CUT/FILL SLOPES WILL BE STABILIZED WITH VEGETATION, AND 2.5 ACRES OF ROAD WILL BE HARDSCAPED. 2. ALL EARTHWORK, CUTTING/FILLING, AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND THE PROJECT GEOTECHNICAL ENGINEER'S RECOMMENDATIONS; AND ALL EARTHWORK, SITE PREPARATION, AND QUALITY CONTROL TESTING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. TEP SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING TESTING. 3. ALL GRADING, DRAINAGE, AND EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL CONFORM TO THE LATEST STANDARDS AND SPECIFICATIONS OF TEP AND STATE PERMIT REQUIREMENTS. 4. IN THE EVENT THAT GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, TEP SHALL PERFORM AS NEEDED DEWATERING MEASURES IN ACCORDANCE WITH STATE PERMIT STANDARDS AND REQUIREMENTS. 5. IN THE EVENT THAT CONTAMINATED SOIL AND GROUNDWATER ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, THE EARTHWORK CONTRACTOR MUST: A) REPORT THE CONTAMINATED SOIL OR WATER TO TEP AS SOON AS IT IS ENCOUNTERED; B) PROVIDE A WORK CREW WITH APPROPRIATE OSHA HAZWOPER TRAINING AND APPROPRIATE HEALTH AND SAFETY SUPPORT, AS NEEDED; AND C) SAMPLE, MANAGE, AND DISPOSE OF CONTAMINATED MEDIA IN ACCORDANCE WITH TEP AND COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT REQU I R EM E NTS. SEDIMENT AND EROSION CONTROL MEASURES 6. TERRA ENERGY PARTNERS (TEP) SHALL ASSUME RESPONSIBILITY FOR CONTROLLING EROSION AND SEDIMENTATION WITHIN THE PROJECT AREA DURING AND AFTER CONSTRUCTION ACTIVITIES. TEP WILL FOLLOW REGULATIONS ESTABLISHED BY THE STATE OF COLORADO'S CONSTRUCTION GENERAL PERMIT IN REGARD TO STORMWATER MANAGEMENT DURING CONSTRUCTION. TEP SHALL PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE SHOWN ON THE PLANS UNTIL THE REQUIRED NATIVE VEGETATION GROUND COVER HAS BEEN ESTABLISHED PER STATE REQUIREMENTS. THE PROJECT EROSION CONTROL PLAN AND DETAILS WILL SHOW THE LOCATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES. 7. TEP SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES AND GENERAL SITE CONDITIONS AT LEAST ONCE EVERY 14 CALENDAR DAYS. POST -STORM EVENT INSPECTIONS WILL BE CONDUCTED WITHIN 24 HOURS AFTER THE END OF ANY PRECIPITATION OR SNOWMELT EVENT THAT CAUSES SURFACE EROSION. IF NO CONSTRUCTION ACTIVITIES WILL OCCUR FOLLOWING A STORM EVENT, POST -STORM EVENT INSPECTIONS SHALL BE CONDUCTED PRIOR TO RE -COMMENCING CONSTRUCTION ACTIVITIES, BUT NO LATER THAN 72 HOURS FOLLOWING THE STORM EVENT. 8. TEP SHALL KEEP PAVED ROADS FREE FROM MUD AND DEBRIS TRACKING AT ALL TIMES. VEHICLE TRACKING CONTROLS (I.E., MUD MATS, STABILIZED SURFACES) WILL BE PLACED AT ALL CONSTRUCTION ACCESS POINTS TO PAVED STREETS AND WILL BE CONSTRUCTED PER THE TEP PICEANCE BASIN STORMWATER MANUAL OF BEST MANAGEMENT PRACTICES (BMPs) REVISION 4, JUNE 2016. 9. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SUCH AS DIVERSION DITCHES, SEDIMENT CONTROL LOGS, EARTHEN BERMS, ROADSIDE DITCHES, SEDIMENT TRAPS, AND OTHER MEANS SHALL BE INSTALLED TO CONTROL EROSION AND SEDIMENT PER THESE PLANS AND TERRA ENERGY PARTNERS' STORM WATER MANAGEMENT PLAN (SWMP). DIVERSION DITCHES ARE PLANNED FOR USE WHERE EXISTING DRAINAGES ENTER THE PROJECT AREA; SEDIMENT CONTROL LOGS MAY BE USED AROUND MATERIAL STOCKPILES OR ON THE DOWNGRADIENT SIDE OF DISTURBANCES; EARTHEN BERMS, ROADSIDE DITCHES, AND SEDIMENT TRAPS ARE PLANNED FOR USE ALONG THE PROPOSED ACCESS ROAD RIGHT-OF-WAY; AND OTHER STORMWATER CONTROLS WILL BE INSTALLED/CONSTRUCTED AS NEEDED. 10. TEP SHALL INSTALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES SUCH AS WATTLES, AND OTHER MEANS AROUND THE PERIMETER OF THE PROJECT STAGING AND STORAGE AREA. TO THE EXTENT PRACTICABLE, ALL LOADING AND UNLOADING OPERATIONS, OUTDOOR STORAGE ACTIVITIES, AND VEHICLE/EQUIPMENT MAINTENANCE AND FUELING SHALL TAKE PLACE IN THE STAGING AND STORAGE AREA. ALL SURFACE DISTURBANCES SHALL BE RESTORED WITH NATIVE SEED MIX, FERTILIZER, AND MULCH OR EQUAL. 11. TEP WILL CONTROL DUST AT ALL TIMES. IF DUST CONTROL MEASURES PROVE TO BE INADEQUATE, TEP MAY REQUIRE THE CESSATION OF CONSTRUCTION ACTIVITIES OR THE USE OF A DUST PALLIATIVE, TACKIFIER, OR TEMPORARY SEEDING/MULCHING OF DISTURBED SURFACES. 12. FOR SLOPES STEEPER THAN 3:1 (HORIZONTAL:VERTICAL) ROLLED EROSION CONTROL PRODUCTS SHALL BE USED TO CONTROL EROSION UNTIL A SUFFICIENT AND UNIFORM COVER OF VEGETATION BECOMES ESTABLISHED; OR HYDROSTRAW BFM OR SIMILAR CONVENTIONAL BFM HYDROMULCHES SHALL BE APPLIED ON THESE SLOPES WHERE EXTRA EROSION PREVENTION IS NEEDED. 13. SEDIMENT REMOVAL AND STORMWATER BMP REPAIRS SHALL BE PERFORMED AS SOON AS POSSIBLE, IMMEDIATELY IN MOST CASES. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE-HALF THE CAPACITY OF THE SEDIMENT CONTROL MEASURE. 14. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION IS ACHIEVED OR UNTIL SITE CONDITIONS WARRANT THE USE OF DIFFERENT STORMWATER BMPS. SOIL HANDLING 15. TERRA ENERGY PARTNERS (TEP) WILL SALVAGE TOPSOIL FROM AREAS OF BOTH CUT AND FILL FOR REUSE IN REVEGETATING DISTURBED SURFACES. TOPSOIL SALVAGED FROM AN AREA SHALL BE PLACED IN CLOSE PROXIMITY TO THE LOCATION IT WAS REMOVED, AND CARE SHALL BE TAKEN BY EQUIPMENT OPERATORS WHEN SALVAGING, STOCKPILING, AND REPLACING TOPSOIL. 16. WHEN TOPSOIL STOCKPILE LOCATIONS ARE ESTABLISHED, THESE LOCATIONS WILL BE ADDED TO THE EROSION CONTROL PLAN/SITE MAP FOR THIS PROJECT. TEP SHALL LOCATE TOPSOIL STOCKPILES FOR CUT AND FILL SLOPES WITH A STEEPNESS OF 3:1 OR LESS AT THE LIMITS OF CONSTRUCTION. TOPSOIL WILL BE EVENLY PLACED INTO AN EARTHEN BERM ALONG THE PERIMETERS OF CUT AND FILL SLOPES WHERE EQUIPMENT OPERATORS CAN MORE EFFICIENTLY REPLACE THE TOPSOIL OVER DISTURBED SURFACES AND PREVENT FURTHER COMPACTION OF SOILS. TOPSOIL STORAGE AREAS FOR CUT AND FILL SLOPES WITH A STEEPNESS GREATER THAN 3:1 SHALL BE STRATEGICALLY PLACED ON FLATTER SURFACES WITHIN THE LIMITS OF DISTURBANCE, OR ON NEARBY EXISTING TEP WELL PADS. AS NEEDED, SEDIMENT AND EROSION CONTROL BMPS WILL BE USED FOR ALL TOPSOIL STOCKPILES. 17. TEP SHALL REMOVE, STORE, AND REPLACE TOPSOIL IN A WAY THAT PREVENTS SOIL EROSION AND STORMWATER POLLUTION. TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPs SUCH WAS WATTLES, EARTHEN BERMS, DIVERSION DITCHES, AND SEDIMENT TRAPS WILL BE INSTALLED AND PROPERLY MAINTAINED DURING SOIL EXCAVATION AND REPLACEMENT CONSTRUCTION PHASES. 18. TEP SHALL ESTABLISH TOPSOIL SALVAGE LIMITS PRIOR TO SALVAGE OPERATIONS. EXCAVATED TOPSOIL SHALL BE FREE OF COARSE DEBRIS (I.E., VEGETATION, ROCKS, ETC.), AND EXCAVATION OPERATIONS SHALL PROCEED FROM HIGHER TO LOWER TOPOGRAPHICAL AREAS. STRIPPED TOPSOIL SHALL BE STORED IN PILES OR ROWS IN CLOSE PROXIMITY TO AREAS OF REPLACEMENT TO PREVENT FURTHER COMPACTION OF SOILS. WHEN PRACTICABLE, TEP WILL REPLACE TOPSOIL IMMEDIATELY AFTER GRADING OPERATIONS HAVE BEEN COMPLETED. PRIOR TO TOPSOIL REPLACEMENT, THE SUBSOIL SHALL BE TILLED, DISKED, OR HARROWED TO LOOSEN COMPACTED SOIL AND PROMOTE INFILTRATION. 19. TOPSOIL SHALL BE REPLACED AS SOON AS POSSIBLE TO PREVENT LEACHING OF NUTRIENTS AND LOSS OF MICRO-ORGANISMS. 20. SALVAGED TOPSOILS AND ANY EXCAVATED SUBSOIL SHALL BE STORED SEPARATELY WHERE THEY WILL NOT BE EASILY DISTURBED OR ERODED. TOPSOIL, SUBSOIL, AND/OR AGGREGATE PILES SHALL HAVE A STEEPNESS OF 3:1 (HORIZONTAL:VERTICAL) OR LESS. IF TOPSOIL IS NOT TO BE REPLACED IMMEDIATELY AFTER GRADING OPERATIONS END PILES SHALL BE COVERED WITH EROSION CONTROL MATTING OR GEOTEXTILES. IF TOPSOIL OR ANY SURFACE DISTURBANCE REMAINS EXPOSED FOR 90 DAYS OR MORE, TEMPORARY VEGETATION SHALL BE USED TO ENABLE SOIL COMPONENTS TO REMAIN HEALTHY AND ALIVE AND TO STABILIZE SURFACE DISTURBANCES. 21. TEP WILL CONTROL DUST FROM MATERIAL STOCKPILES AT ALL TIMES WITH THE USE OF WATER, A DUST PALLIATIVE, TACKIFIER, OR TEMPORARY SEEDING/MULCHING. PLASTICS SHOULD NOT BE USED. 2 WEED MANAGEMENT PLAN 22. NOXIOUS WEED INFESTATIONS MAY OCCUR ON LANDS WITHIN TERRA ENERGY PARTNERS, LLC (TEP) LEASE BOUNDARIES. THESE AREAS INCLUDE WELL PADS, LEASE ROADS, DISTURBED SITES, RECLAIMED SITES, AND SOME UNDISTURBED AREAS. TO MINIMIZE THE IMPACTS FROM THE PRESENCE OF NOXIOUS WEEDS, TO IMPROVE RECLAMATION SUCCESS, AND TO ENSURE GOOD LAND STEWARDSHIP, TEP HAS ADOPTED THE FOLLOWING INTEGRATED NOXIOUS WEED MANAGEMENT PLAN. THE NOXIOUS WEED MANAGEMENT PLAN IS DESIGNED TO BRING TEP INTO COMPLIANCE WITH THE COLORADO NOXIOUS WEED ACT (C.R.S. TITLE 35, ARTICLE 5.5), COLORADO OIL & GAS CONSERVATION ACT, COUNTY NOXIOUS WEED MANAGEMENT PLANS, AND THE BLM GOLD BOOK. 23. WEED MANAGEMENT ACTIVITIES WILL PRIMARILY FOCUS ON THE COLORADO NOXIOUS WEED LIST AND THE GARFIELD COUNTY NOXIOUS WEED LIST. TEP'S INTEGRATED WEED MANAGEMENT PLAN WILL ADDRESS FOUR KEY COMPONENTS OF WEED MANAGEMENT: 1) PREVENTION; 2) INVENTORY AND MAPPING; 3) WEED CONTROL; AND 4) MONITORING. 24. PREVENTION ISA KEY COMPONENT OF THE TEP WEED MANAGEMENT PROGRAM. TEP ADDRESSES PREVENTION IN THE PLANNING, DEVELOPMENT, AND OPERATIONS PHASES OF FIELD DEVELOPMENT. TEP TRIES TO AVOID OR LIMIT GROUND DISTURBANCE ACTIVITIES WHEN PRACTICABLE, AND IF GROUND DISTURBING ACTIVITIES CANNOT BE AVOIDED, TEP TRIES TO PLAN DEVELOPMENT THAT WILL AVOID IDENTIFIED WEED INFESTATIONS OR AREAS WHERE WEED ESTABLISHMENT MAY BE MORE OPTIMAL. IF GROUND DISTURBING ACTIVITIES DO OCCUR, TEP USES TEMPORARY OR PERMANENT SEED MIXES THAT HELP TO DEVELOP HEALTHY STANDS OF VEGETATION THAT CAN BE SELF-SUSTAINING AND DETER THE ESTABLISHMENT OF INVASIVE SPECIES. 25. INVENTORY AND MAPPING - TEP USES VARIOUS MEANS TO INVENTORY NOXIOUS WEEDS THAT FALL WITHIN ITS LEASE BOUNDARIES. MEMBERS OF TEP ENVIRONMENTAL STAFF ARE TRAINED IN WEED IDENTIFICATION AND NOTE NOXIOUS WEED OCCURRENCES WHEN COMPLETING FIELD WORK. THE ENVIRONMENTAL STAFF ALSO WORKS TO EDUCATE FIELD OPERATIONS STAFF TO IDENTIFY WEED INFESTATIONS SO THEY TOO CAN DOCUMENT INFESTATIONS AND INFORM ENVIRONMENTAL STAFF WHERE THOSE INFESTATIONS OCCUR. IF OPERATIONS PERSONNEL ARE UNSURE OF A SUSPECTED INFESTATION, THEY CONTACT THE ENVIRONMENTAL STAFF, AND THE SUSPECTED INFESTATION IS THEN INVESTIGATED BEFORE IT IS DOCUMENTED. TEP HIRES A CERTIFIED WEED APPLICATOR TO DO ITS BARE GROUND AND NOXIOUS WEED SPRAYING. WHILE THE APPLICATOR IS CONDUCTING ANNUAL SPRAYING ACTIVITIES THEY ARE REQUIRED TO GPS THE INFESTATIONS THEY FIND AND TREAT FOR A COMPANY INVENTORY AND ANNUAL REPORTING. FINALLY, MANY OF THE LANDS THAT TEP OPERATES ON ARE USED FOR LIVESTOCK GRAZING OR AGRICULTURAL PURPOSES AND TEP WORKS WITH THE LESSEES TO DOCUMENT WEED INFESTATIONS THAT THE LESSEES MAY IDENTIFY. 26. WEED CONTROL -TEP USES AN INTEGRATED WEED MANAGEMENT APPROACH FOR THE CONTROL OF IDENTIFIED NOXIOUS WEED INFESTATIONS. THE APPROACH INCLUDES FOUR CONTROL METHODS: CULTURAL, MECHANICAL, BIOLOGICAL, AND CHEMICAL. 27. CULTURAL CONTROL IS THE USE OF MANAGEMENT PRACTICES THAT WILL HELP TO FAVOR THE GROWTH OF DESIRABLE SPECIES OVER UNDESIRABLE SPECIES. THIS ESTABLISHMENT IS ACCOMPLISHED BY USING APPROPRIATE SEED MIXES THAT REFLECT THE SURROUNDING AREA OR SPECIES THAT HAVE BEEN DEVELOPED AND ARE APPROVED FOR RAPID STABILIZATION OF A SITE. PURCHASED SEED AND MULCH IS CERTIFIED WEED FREE TO DECREASE THE OPPORTUNITY FOR NOXIOUS WEED SPECIES TO BE INTRODUCED INTO DISTURBED SITES. 28. MECHANICAL CONTROL METHODS USED BY TEP INCLUDE MOWING, TILLAGE, AND HAND PULLING. BECAUSE MECHANICAL METHODS TEND TO BE FAIRLY LABOR INTENSIVE AND COST PROHIBITIVE, IT IS NOT TYPICALLY A PREFERRED METHOD BUT CAN BE USED IN SENSITIVE AREAS OR AREAS WHERE TOPOGRAPHY OR OTHER ENVIRONMENTAL FACTORS MAY BE CONSIDERED PROHIBITIVE. 29. BIOLOGICAL CONTROL METHODS ARE THE RELEASE OF ORGANISMS KNOWN TO BE EFFECTIVE IN CONTROLLING SPECIFIC WEED SPECIES, THIS METHOD MAY BE CHOSEN FOR A HEAVY INFESTATION OF A SPECIFIC SPECIES ON A SITE. TEP WILL CONSULT WITH THE COLORADO DEPARTMENT OF AGRICULTURE INSECTARY LOCATED IN PALISADE, COLORADO WHEN EXPLORING CONTROL OPTIONS. THE BLM WILL ALSO BE CONSULTED IF THIS METHOD IS BEING CONSIDERED ON FEDERALLY CONTROLLED LANDS. 30. CHEMICAL CONTROL IS THE USE OF HERBICIDES TO CONTROL WEED POPULATIONS AND IS THE PRIMARY WEED CONTROL METHOD USED BY TEP. TEP ANNUALLY CONTRACTS A CERTIFIED COMMERCIAL APPLICATOR TO APPLY HERBICIDES ON LEASE ACREAGE. BOTH BARE GROUND AND NOXIOUS WEED APPLICATIONS OCCUR THROUGHOUT SPRING, SUMMER, AND FALL. TEP ENCOURAGES THE USE OF SPOT SPRAY APPLICATION ON LEASE LAND TO ENSURE THAT VEGETATION DIVERSITY COMPONENTS ARE MAINTAINED. BROADCAST APPLICATIONS ARE USED ONLY IF A WEED INFESTATION IS EXTREMELY HEAVY AND HAS CREATED A MONOCULTURE IN THE INFESTED AREA. THE USE OF APPROPRIATE PPE, PESTICIDE STORAGE, PESTICIDE HANDLING, SPRAY MIXTURES AND APPLICATION RATES WILL OCCUR ON TEP LEASE ACREAGE. 31. MONITORING - AREAS WHERE NOXIOUS WEED INFESTATIONS ARE IDENTIFIED AND TREATED WILL BE INSPECTED OVER TIME TO ENSURE THAT CONTROL METHODS ARE WORKING TO REDUCE AND SUPPRESS THE IDENTIFIED INFESTATION. THE SITES WILL BE MONITORED UNTIL THE INFESTATIONS ARE ELIMINATED OR REDUCED TO ACCEPTABLE LEVELS. THESE INSPECTIONS WILL BE USED TO PRIORITIZE FUTURE WEED CONTROL EFFORTS. GARFIELD COUNTY NOXIOUS WEED LIST Common Name Listed Scientific Name Colorado Common Name Listed Scientific Name Colorado Leafy spurge Euphorbia esu(a B Yellow toadflax Linaria vulgaris B Russian knapweed Acroptilon repens 8 Hoary cress/White top Cardaria draba 8 Yellow starthistle Centaurea solstitalis A Saltcedar Tamarix parviflora B Plumeless thistle Carduus acanthoides 8 Saltcedar Tamarix ramosissima 8 Houndstongue ................... Cynoglossum officinale 8 Oxeye Daisy Chrysanthemum leucantheum B Common burdock Arctium minus C Jointed Goatgrass Aegilops cylindrical 8 Scotch thistle Onopordum acanthium B Chicory Cichorium intybus C Canada thistle Cirsium arvense 8 Musk thistle Carduus nutans 8 Spotted knapweed Centaurea maculosa 8 Purple loosestrife Lythrum salicaria A Diffuse knapweed Centaurea diffusa B Russian olive Elaeagnus angustifolia 8 Dalmatian toadflax Linaria dalmatica 8 3 SITE REVEGETATION AND RESTORATION 32. TERRA ENERGY PARTNERS (TEP) SHALL BE RESPONSIBLE FOR ESTABLISHING NATIVE VEGETATIVE GROWTH WITHIN THE DISTURBED GRADING LIMITS. FINAL STABILIZATION PRACTICES FOR ESTABLISHING A SUFFICIENT AND UNIFORM COVER OF VEGETATION INCLUDE SEEDBED PREPARATION, NATIVE SEEDING (I.E., DRILLED, HYDRO -SEEDED, HAND BROADCAST), MULCHING AND/OR ROLLED EROSION CONTROL PRODUCT INSTALLATION. 33. ALL DISTURBED NATIVE AREAS WILL BE RESTORED WITH APPROVED NATIVE SEED MIX, FERTILIZER, OR OTHER AMENDMENTS. TEP IS RESPONSIBLE FOR "FINAL STABILIZATION" OF THE DISTURBED PROJECT LIMITS PER THE TERMS AND CONDITIONS REQUIRED BY THE STATE'S CONSTRUCTION GENERAL PERMIT AND THE REQUIREMENTS OF THE TEP STORMWATER MANAGEMENT PLAN (SWMP). FINAL STABILIZATION IS REACHED WHEN ALL GROUND SURFACE DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED, AND UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST 70 PERCENT OF PRE -DISTURBANCE LEVELS, AND EQUIVALENT PERMANENT, PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED. IF NEEDED, TEP WILL ESTABLISH THE REQUIRED VEGETATIVE COVER BY TEMPORARY WATERING OR IRRIGATION AND BY MAINTAINING TEMPORARY EROSION CONTROL MEASURES UNTIL THE 70 PERCENT PLANT DENSITY IS MET. 34. DISTURBED SOIL PREPARATION WORK SHALL INCLUDE RELIEVING COMPACTION BY MEANS OF SURFACE ROUGHENING (E.G., CHISELING, RIPPING, TRACK WALKING), INCORPORATING SOIL AMENDMENTS SUCH AS FERTILIZER, AND FINISHED GRADING OF ALL SEEDING AREAS AS DESCRIBED IN THE PROJECT PLANS AND DETAILS. OPERATION OF HEAVY MACHINERY ON THE DISTURBED NATIVE AREAS SHALL BE LIMITED TO AS FEW PASSES AS POSSIBLE TO PREVENT FURTHER COMPACTION OF SOILS. 35. FOR FILLS THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, TOPSOIL, AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING THE GROUND TO PROVIDE A BOND WITH THE FILL MATERIAL. FILL MATERIAL SHALL NOT INCLUDE ORGANIC, FROZEN, OR OTHER DELETERIOUS MATERIALS. NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL GREATER THAN 12 INCHES IN ANY DIMENSION SHALL BE INCLUDED IN FILLS. 36. SOIL AMENDMENTS SHALL BE ADDED TO DISTURBED AREAS AT RATES DETERMINED BY SOIL SAMPLE TEST RESULTS. AMENDMENTS SHALL BE ADDED TO SOILS ON SLOPES WITH A STEEPNESS OF 3:1 (HORIZONTAL:VERTICAL) OR LESS BY A MECHANICAL MEANS DURING SEEDBED PREPARATION. AMENDMENTS SHALL BE ADDED TO SOILS ON SLOPES GREATER THAN 3:1 HYDRAULICALLY OR WITH A BROADCAST (E.G., HAND) METHOD. 37. TERRA ENERGY PARTNERS (TEP) WILL DRILL SEED SLOPES WITH A STEEPNESS OF 3:1 OR LESS AT THE SPECIFIED RATE OF 10.35 PLS LBS/ACRE, WITH INDUSTRY STANDARD EQUIPMENT, AND IN A DIRECTION ALONG THE CONTOURS OF FINAL GRADE. FOR SLOPES STEEPER THAN 3:1 (HORIZONTAL:VERTICAL) TEP WILL HYDRAULICALLY SEED OR BROADCAST (I.E., HAND) SEED THE DISTURBED AREAS AT A RATE TWO TIMES THE DRILL SEED RATE (I.E., 10.35 LBS/ACRE x 2 = 20.70 PLS LBSJACRE). 38. TEP WILL MULCH ALL SEEDED AREAS WITH HYDRO -MULCH TYPE-FLEXTERRA HP-FGMTM OR EQUIVALENT AT A RATE SPECIFIED BY THE PRODUCT'S MANUFACTURER AND RE -APPLY AS NEEDED TO PREVENT EROSION UNTIL VEGETATION IS ESTABLISHED. ROLLED EROSION CONTROL PRODUCTS ON SLOPES STEEPER THAN 3:1 MAY ALSO BE USED, AND INSTALLED AS SPECIFIED BY THE MANUFACTURER'S RECOMMENDATIONS BASED ON SLOPE STEEPNESS. 39. TEP WILL INSTALL EXCEL CS -3 ALL NATURAL TM EROSION CONTROL BLANKET OR EQUIVALENT AS SPECIFIED BY THE PRODUCT'S MANUFACTURER IN THE FLOW LINES OF THE RE -CONSTRUCTED PERMANENT DRAINAGE(S) EXTENDING FROM STATION 29+50 TO STATION 35+00. 40. TEP SHALL RESTORE THE PROJECT STAGING AND STORAGE AREA TO CONDITIONS EQUAL TO OR BETTER THAN CONDITIONS PRIOR TO CONSTRUCTION. ALL DISTURBED AREAS SHALL BE RESTORED WITH NATIVE SEED MIX, FERTILIZER, AND MULCH OR EQUAL. BOSELY SEED MIX Common Name Scientific Name PLS lbs./acre FOURWING SALTBUSH ATRIPLEX CANESCENS 2.5 SHADSCALE ATRIPLEX CONFERTIFOLIA 2.0 ARIZONA FESCUE FESTUCA ARIZONICA 1.0 GALLETA GRASS PLEURAPHIS JAMESII 2.0 SANDBERG BLUEGRASS POA SECUNDA SSP. SANDERGII 0.6 ALKALI SACATON SPOROBOLUS AIROIDES 0.2 SAND DROPSEED SPOROBOLUS CRYPTANDRUS 0.1 GARDNER SALTBUSH ATRIPLEX GARDNERI 1.75 SCARLET GLOBEMALLOW SPHAERALCEA COCCINEA 0.1 ROCKY MOUNTAIN BEEPLANT CLEOME SERRULATA 0.1 TOTAL 10.35 ON AREAS WHERE SEED IS HYDRAULICALLY APPLIED OR BROADCASTED (BY HAND OR MECHANICAL METHODS), SEEDING RATES WILL BE INCREASED TO A RATE OF AT LEAST TWO TIMES THE DRILL SEED RATE (I.E. 10.35 PLS./ACRE X 2 = 20.7 PLS/ACRE) FLEXTERRA HP-FGM1M APPLICATION RATES SLOPE GRADIENT/CONDITION <_ 3H to 1V > 3H to 1V and 5 2H to 1V > 2H to 1V and 5 1H to 1V Below ECB or TRM As infill for TRM Ib/ac 3000 Ib/ac 3500 Ib/ac 4000 Ib/ac 1500 lb/ac 3500 Ib/ac TAP rojects'Pice an ce\Grand Valley'_Sp ecialty Project'Bosely Access RoadlSfle P lan_Sum mit.mxd atankers ley 303/2018 5:43:05 PM a •r--- LA !LII=11.. -! _- • y •� 1.141. Ire.1. - . 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GRAVEL SPECIFICATION- AASHTOM145.49-A-1-a 50i SEDIMENT TRAP (1.0 ACRE CAPACITY) ` ROCK RIP RAP PROPOSED ACCESS ROAD INTERIM RECLAMATION EROSION CONTROL PLAN ENERGYP4,,,RTI•IERs, 5 — TAP rojects'Pice an ce\Grand Valley'_Sp ecialty Project'Bosely Access RoadlSfle P lan_Sum mit.mxd atankers ley 303/2018 5:43:05 PM CONSTRUCTION BOUNDARIES DEFINED BY CUT AND FILL AREAS g cri rr INSTALL ROADSIDE BERM AND DITCH IN FILL AREAS AS SHOWN ASAPERMANENT TRAFFIC SAFETY MEASURE, AND TO PREVENT SLOPE EROSION UNTIL SLOPE I ` — STABILIZATION 15 ACHIEVED (SEE TYPICAL dy#� CROSS SECTIONS AS NOTED BELOW) .. -o �= CONSTRUCTION BOUNDARIES DEFINED BY CUT AND FILL AREAS PROPOSED DRAINAGE SWALE LINED WITH EXCEL CS -3 ALL NATURAL'"' EROSION CONTROL BLANKET INSTALL ROADSIDE BERM AND DITCH IN FILL AREAS AS SHOWN AS A PERMANENT TRAFFIC SAFETY MEASURE, AND TO PREVENT SLOPE EROSION UNTIL SLOPE STABILIZATION IS ACHIEVED (SEE TYPICAL CROSS SECTIONS AS NOTED BELOW) • y INAL ROAD SURFACE- " OF COMPACTED GRAVEL URFACE COURSE. RAVEL SPECIFICATION- ASHTO M145 -49 -A -1-a soil itok,_41 TYPICAL. CROSS SECTIONS IP - • fh• Roomed doom Road) PERIMETER CONTROLS CAN BE LEFT IN PLACE AND MAINTAINED AS NEEDED UNTIL FINAL STABILIZATION OF DISTURBED AREAS IS ACHEIVED "E" RECLAIMED CUT AREAS RECLAIMED FILL AREAS REFER TO GENERAL NOTES PAGE FOR SOIL PREPARATION, SEED MIX, AND MULCH SPECIFICATIONS r.Pm— DIVERSION DITCH 1)0)10 ROADSIDE DITCH SURFACE FLOW DIRECTION ROADSIDE EARTHEN BERM 151131 ROAD ELEVATION SEDIMENT TRAP (.25 ACRE CAPACITY) EROSION CONTROL BLANKET IRO SEDIMENT TRAP (.50 ACRE CAPACITY) SEDIMENT TRAP (.75 ACRE CAPACITY) SEDIMENT TRAP (1,0 ACRE CAPACITY) CULVERT INLET & OUTLTLET RIP RAP DISTURBANCE PERIMETER CONTROL ROCK RIP RAP (I.E. TOE DITCH, EARTHEN BERM, WATTLE, STRAW BALE BARRIER) TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD INTERIM RECLAMATION EROSION CONTROL PLAN TEIRW ENERGY PARTNERS 7 T.IProjectJ-PiceancelGrand Valley\_Specialty Projecls+Bosety Access Road\Site Plan Summit.rrc<d atankersley 30302018 5:43:25 PM T.IPrejects+PiceancelGr and Valle1A_Speciatty Project+aosely Access R oadlSite_Plan Summitrrad atankersley 3!26!2018 5:4'.x:36 PM CONSTRUCTION 80UNDARiES DEFINED BY CUT AND FILL AREAS + 1 ' ' ■ rr .` r�a:.'��•�'j I� �' • '.,.■N T $ 'ny -; :%.• • • ■ ,. •4 . • + ' . .!t I� -+i - {��Y ►�* �T �' $3288�_. : w :r N r. 1 ii'••• Ir• � rr•Y�r h d ,ir4,1+► ' ,• •.r K, A. • r - r l 1k % 4 F: °,I ''*. '. 323{ • '., ..� t t f +' • . - ■•■ _ _ ■ ' v r F' . y�Fyw �F�� 1rq • ,�r„ - ; �r' ! A � .�.. • + � f7•: +' y4i '�..;rrL •, w r.:`'J yS�-nir,401 .r R C 553.18 `-r' ..•IAS TO.!'fir' ' • r� i It �` ' . T• ;••••• il.. •' ... f ti 44t ! J _� ti' � ` +•�° �a� �i'j^U� A.`' ;aNI 5373 y J' .1 �? ' XH r ,h r'•• �+�a.y• �' ...53 ,`i. f ( 4 , '} y r �" ' i r rr �td.:—..1; er: i`�r,�` y - 'r ti' Tw �i.: n'• / � :RrT7 N •''r .' ` r • •'/ �' " • �• �' `., • 1, } � � { • pyo ^'� +� • it .. ` • ! �i •� *`•,�•. '. •- • 11. • j..+d �.ujll - 4 • j* • a �r 1 's 0N, n S 15:: ' iiiiii • r '•+' - �J • i • •ye 4� - L7 - r L.; 1rq S' 4' TYPICAL CROSS SECTIONS (for Proposed Access Road) 30' 4' TAPER 22' 11' 11' —3% Slope 6" Compacted Gravel / Surface Course / —3% Slope 4' TAPER CUT SECTION F 4' Top of Sub—Base (Sec. "A") 30' 4 7 FILL SECTION 4• TAPER 22' 11' 11' —3R Slope / 6" Compacted Grovel Surface Course —3% Slope 4' TAPER 1 4' 10' Existing Road 4? TYPICAL ACCESS (Jbr Proposed Access Road) Centerline of Proposed Road bAN Top of Sub—Bose 1' CUT SECTION —ao• (Sec. "B') 30' 3' 24' (width varies at 12' highway due to flares) 12' 3' —3% Slope —3% Slope 7 FILL SECTION (AS SHOWN ON PLAN SETS) Proposed Access Road GRAVEL SPECIFICATION: 3" minus pit run grovel (AASHTO M145-49 A -1—a Soil) Do not place grovel on rood until Inspector/Engineer hos approved the sub—grade. Place gravel to full widened width on turnouts, curve widening, and Intersection flares, CUT SECTION 4" Hot—Mix Asphalt (2—two inch lifts) 16" Layer C/ass 6 Gravel (6" Max. Lifts) FILL SECTION RIP RAP IN BAR DITCH (Only Where Specified) 3:1 -:\ WING DITCH (DETAIL) TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Geometric Standards Sheet DATE BY 02-05-18 S.L.W. 02-09-18 S.L.W. 03-15-18 S.L.W. REVISIONS ADDED ACCESS ROAD TO EXISTING VALVE SET ADDED ASPHALT APRON & ADJ. RAD. TO HWV 6 ACC. WIDENED ROAD SUB -GRADE SCALE: NT,S. DRAWN 111': S.L.W. E -FILE: \Boscly Road 3-15-18.dwg PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-20(8 U 1 NTAH ENGINEERING & LAND SDHYEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 WWW uinlnhgroup coin - SINCE 1.964 - 9 10' 10' TYPICAL CROSS SECTIONS (jbr Proposed Access Road) 8' 30' 4' FILL AREA 2'7 10' b;1 TAPER 22' i1' 11' Slope —3% Slope 6" Compacted Gravel Surface Course —3Slope 4' 4 TAPER 2' CUT SECTION F Top of Sub—Bose (Sec. "D') 30' 8' 4' FILL AREA 221 111 11' —3% Slope S" Compacted Gravel Surface Course / —3% Slope Top of Sub—Bose 4' L 1' �• r FILL SECTION FILL AREA Z'‘ FILL AREA 25 CUT SECTION T 5' 30' 4' CUT SECTION TAPER 22' 11' 11' —3% Slope 6" Compacted Grovel / Surface Course / —3% Slope T (Sec. "F'2 TEP ROCKY MOUNTAIN LLC BOSELY ROAD PROPOSED ACCESS ROAD Geometric Standards Sheet DATE RY 02-05-18 S.L.W. 02-09-18 S.L.W. 03-15-18 S.L.W. Top of Sub—Base 4' TAPER FILL SECTION . r REVISIONS SCALE: N.T.S. DRAWN BY: S.L.W. ADDED ACCESS ROAD TO EXISTING VALVE SET ADDED ASPHALT APRON & ADJ. RAD. TO HWY 6 ACC. WIDENED ROAD SCII-GILL IDE E -NILE: Wanly Rood_3-15-18.dwll PROJECT NO: TER02-17-0031 DRAWING DATE: 01-31-2018 i'r't U 1 NTAH ENGINEERING & LAND SURVEYING 85 SOUTH200 EAST VERNAL, UTAH 84078 (435)789-1017 wew_uinlshgroup.com - SINCE I9164- Profile Flexterra HP -FGM; Solutions for your Environment - High Performance Erosion Control Absolutely The Most Effective Erosion Control Medium Available. Flexterra® HP -FGM' represents the next generation in Flexible Growth Media and is proven to surpass the original's outstanding performance. Flexterra HP -FGM Delivers: • The highest germination and growth establishment • Greater than 99% erosion control effectiveness immediately upon application • 100% biodegradability • Greater safety for even the most sensitive aquatic environment because it's non-toxic • Near -perfect erosion control and denser vegetation while protecting the natural environment HP Technology: Greener By Design 100% recycled Thermally Refined® wood fibers produce the highest yield and coverage per unit weight and are phyto -sanitized, eliminating weed seeds and pathogens 100% biodegradable interlocking man-made fibers increase mechanical bonding of the matrix to provide immediate performance upon installation 100% non-toxic biopolymers and water absorbents enhance erosion control resistance and growth establishment Revolutionary Micro -Pore particles optimize water and nutrient retention HARD ARMOR REINFORCED VEGETATION NATURAL VEGETATION Roc Concre GreenArmor'' System HP-FGM"'!ET-FGM'" Flexible Growth Medium- ProMatrix'" Engineered Fiber Matrix Peplaces ECB, BFM, SMM) Wood With Tackifier 5 STEEPER SLOPES, HIGHER SHEAR STRESS & VELOCITIES Flexterra® HP-FGMTM Technical Data: UNITS MINIMUM VALUE PHYSICAL PROPERTIES* Mass/Unit Area Thickness Erosion Control Effectiveness Ground Cover Water -Holding Capacity Material Color ENVIRONMENTAL PROPERTIES* Biodegradability Functional Longevi 1y2 Ecotoxicity Effluent Turbidity ASTM D6566' ASTM D6525' ASTM D6818' ASTM D65671 ASTM D7367 Observed TEST METHOD ASTM D5338 ASTM D5338 EPA 2021.0 Large Scale g/m2 (oz/yd2) mm (in) N/m (lb/fl) % n/a UNITS %a n/a NTU 407 (12) 5.6 (0.22) 131 (9) 99 1700 Green TYPICAL VALUE 100 Up to 18 months 96 -hr LC50 > 100% < 100 PERFORMANCE PROPERTIES* TEST METHOD UNITS VALUE Cover Factor' Percent Effectiveness' Cure Time Vegetation Establishment Large Scale' Large Scale Observed ASTM D7322' n/a %n hours %a < 0.01 > 99 0-2 > 800 PRODUCT COMPOSITION TYPICAL VALUE Thermally Processed Wood Fibers' (within a pressurized vessel) Cross -Linked Biopolymers and Water Absorbents Crimped, Man -Made Biodegradable Interlocking Fibers Proprietary Mineral Activator 80% ± 3% 10%± 1% 5% 1% 5% ± 1% * When uniformly applied at a rate of 3500 lb/ac (3900 kg/ha) under laboratory conditions. 1. ASTM test methods developed for Rolled Erosion Control Products that have been modified to accommodate Hydraulic Erosion Control Products. 2. Functional Longevity is the estimated time period, based upon field observations, that a material can be anticipated to provide erosion control and agronomic benefits as influenced by composition, as well as site-specific conditions, including; but not limited to—temperature, moisture and light conditions, soils, biological activity, vegetative establishment and other environmental factors. 3. Large Scale testing conducted at Utah Water Research Laboratory. For specific testing information please contact a Profile technical service representative at 866-325-6262. 4. Cover Factor is calculated as soil loss ratio of treated surface versus an untreated control surface. 5. Percent Effectiveness = One minus Cover Factor multiplied by 100%. 6. Heated to a temperature greater than 193 degrees C (380 degrees F) for 5 minutes at a pressure greater than 345 kPa (50 psi) in order to be Thermally Refined*/Processed and to achieve phyto -sanitization. SETTING THE BAR EVEN HIGHER Better Erosion Control—Flexterra® HP-FGMTM immediately bonds to the soil surface. Its flexible yet stable matrix retains > 99% of soil, vastly reducing turbidity of runoff for up to 18 months. Greater Seed Germination and Growth—High Performance matrix outperforms traditional Flexterra FGM with 600% better initial germination and 250% increased biomass due to a combination of optimized water and nutrient retention. Safer for the Environment—Unlike rolled erosion control blankets, Flexterra HP -FGM has no nets or threads to endanger wildlife. It uses 100% biodegradable crimped interlocking fibers and 100% recycled and phyto -sanitized wood fibers. Flexterra HP -FGM is 100% safe for aquatic and terrestrial life forms. Earth -Friendly and Sustainable Results—Flexterra HP -FGM is a result of Profile's Green Design EngineeringTM , creating cost-effective and environmentally superior solutions through the design, manufacture and application of sustainable erosion control and vegetation establishment technologies. g GREEN DESIGN ENGINEERING— EARTH-FRIENDLY SOLUTIONS FOR SUSTAINABLE RESULTS" Green Design Engineering- is a holistic approach that combines agronomic and engineering expertise with advanced technologies to provide cost-effective and earth -friendly solutions. Profile strives to deliver Green Design Engineering across our team of consulting professionals, innovative products and educational resources. FIBm PROFILE SOIL SOLUTIONS SOFTWARE PS3 is a free, comprehensive 24/7 online resource you can use to design a project and select the right products that address both the physical and agronomic needs of your site. It will help you develop holistic, sustainable solutions for cost-effective erosion control, vegetation establishment and subsequent reductions in sediment and other pollutants from leaving disturbed sites. Because good plans start with the soil, PS3 offers free soil testing to ensure this critical step is considered. To access the site, design your project and take advantage of a free soil analysis, visit www.profileps3.com. Profile Solutions for your Environment" For technical information or distribution, please call 800-508-8681. For customer service, call 800-366-1180. For warranty information, visit profileproducts.com. 750 Lake Cook Road • Suite 440 Buffalo Grove, IL 60089 www.profileproducts.com © 2013 PROFILE Products LLC. All rights reserved. Profile, Thermally Refined and Flexterra are registered trademarks of PROFILE Products LLC, Flexible Growth Medium, FGM, GreenArmor, ProMatrix, Green Design Engineering, Earth -Friendly Solutions for Sustainable Results and Solutions for your Environment are trademarks of PROFILE Products LLC, Find us on 1 ECA ® Facebook fXEEod4.com/pmfiWprou<R HP -01 4/13 Specifications QCD ECA Western Excelsior manufactures a full line of Rolled Erosion Control Products (RECPs). The Coconut/Straw Excel CS -3 All Natural Extended Term Erosion Control Blanket consists of 30% coconut fibers and 70% certified noxious weed free agricultural straw manufactured into a continuous matrix. The coconut/straw matrix is confined by a biodegradable, jute/scrim net on top and bottom, mechanically (stitch) bound on two inch centers with a biodegradable, cotton thread. Excel CS -3 All Natural is intended for slope or channel erosion control applications requiring up to twenty-four months of functional longevity. Actual field longevity is dependent on soil and climatic conditions. Each roll of EXCEL CS -3 All Natural is made in the USA and manufactured under Western Excelsior's Quality Assurance Program to ensure a continuous distribution of fibers and consistent thickness. Verifiable values are provided in Table 1 and product characteristics are provided in Table 2. Table 1- Specified Expected Values Tested Property Test Method Value Tensile Strength (MD) x (TD) ASTM D681 8 16.0 Ib/in (2.8 kN/m) x 1 1 .0 Ib/in (1 .9 kN/m) Elongation (MD) x (TD) ASTM D6818 20 % x 20 Mass Per Unit Area ASTM D6475 8.9 oz/ydA2 (302 g/mA2) Thickness ASTM D6525 0.34 in (9 mm) Light Penetration ASTM D6567 10 % open Water Absorption ASTM D1 1 1 7 325 Table 2 - Netting Top Net Type Biodegradable, Jute Scrim Leno Weave Bottom Net Type Biodegradable, Jute Scrim Leno Weave Top Net Opening Dimensions 0.5 in (1 3 mm) x 1 .0 in (25 mm) Bottom Net Opening Dimensions 0.5 in (13 mm) x 1.0 in (25 mm) Excel CS -3 All Natural is available in multiple roll sizes ranging in width from 8.0 ft to 16.0 ft. and 112.5 ft to 600 ft in length. Standard roll sizes are 100 square yards, measuring 8.0 ft wide by 112.5 ft long. Custom roll sizes are available upon request. The information contained herein may represent product index data, performance ratings, bench scale testing or other material utility quantifications. Each representation may have unique utility and limitations. Every effort has been made to ensure accuracy, however, no warranty is claimed and no liability shall be assumed by Western Excelsior Corporation (WEC) or its affiliates regarding the completeness, accuracy or fitness of these values for any particular application or interpretation. While testing methods are provided for reference, values shown may be derived from interpolation or adjustment to be representative of intended use. For further information, please feel free to contact WEC Document # WE_EXCELCS3AN_SPEC 1 866-540-9810 / wexcotech@westernexcelsior.com 1 Updated 6/27/2017 Specifications CM) ECA Mermber Avariety of test methods are utilized to determine performance and conformance values for Rolled Erosion Control Products (RECPs). Information within this document is presented to provide conformance values and recommended design values. Test results obtained for the Excel CS -3 Extended Term Erosion Control Blanket (ECB) and general design values are presented in Tables 1-4. For specific information detailing testing protocols, results and application of design values, refer to document number WE_EXCEL_PERF_GEN. Table 1 - Bench Scale Testing / NTPEP Test Method Condition Result ASTM D7101 Bench Scale Rainfall and Rainsplash Test 2 in per hour 14.34 4 in per hour 12.00 6 in per hour 12.40 ASTM D7207 Bench Scale Shear Resistance Test 2.9 psf (1 39 PA) 0.5 in (12 mm) ASTM D7322 Bench Scale Vegetation Establishment Test Top Soil, Fescue, 21 Day Incubation 618 % NTPEP Report Number ECP -2016-03-014 Table 2 - Texas Transportation Institute (TTI) Results Class Test Condition Result A < 3H:1 Clay Slope Test N/A B < 3H:1 Sand Slope Test N/A C > 3H:1 Clay Slope Test N/A D > 3H:1 Sand Slope Test N/A E 2 psf Partially Vegetated Channel Test Approved F 4 psf Partially Vegetated Channel Test N/A G 6 psf Partially Vegetated Channel Test N/A H 8 psf Partially Vegetated Channel Test N/A Table 3 - Recommended Design Values* Design Value Unvegetated Vegetated Typical RUSLE Cover Factor (C Factor)'° ° 0.05 N/A Maximum Slope Gradient (RUSLE) 3H : 1V N/A Max Allowable Velocity (0.5 in (12mm) soil loss)'""` 6.0 ft/s (1.8 m/s) N/A Max Allowable Shear Stress (0.5 in (12mm) soil loss)'t'' 2.0 psf (96 PA) N/A CFveg/CFTRM N/A N/A ==C Factor value compliant with ASTM D6459. === Shear Stress and Velocity values compliant with ASTM D6460. Table 4 - HEC -1 5 Resistance to Flow Values Design Value Unvegetated Manning's n @ Tau lower (0.5 psf (24 PA)) 0.043 Manning's n @ Tau mid (1 .0 psf (48 PA)) 0.036 Manning's n @ Tau upper (2.0 psf (96 PA)) 0.031 'Recommended Design Values are based on results of standardized industry full-scale testing and may not be applicable for all field conditions. For most accurate computation of field performance, consult Excel Erosion Design (EED) at www.westernexcelsior.com. The information contained herein may represent product index data, performance ratings, bench scale testing or other material utility quantifications. Each representation may have unique utility and limitations. Every effort has been made to ensure accuracy, however, no warranty is claimed and no liability shall be assumed by Western Excelsior Corporation (WEC) or its affiliates regarding the completeness, accuracy or fitness of these values for any particular application or interpretation. While testing methods are provided for reference, values shown may be derived from interpolation or adjustment to be representative of intended use. For further information, please feel free to contact WEC Document # WE_EXCEL_CS3AN_PERF I 866-540-9810 / wexcotech@westernexcelsior.com I Updated 6/27/201 7 * Drawings Not to Scale Figure E ---:—..-- •,..r.iFr.'7:::4.'''' ''' • . C -...Z.- i Blanket 3 , . . , , - , , •,, ...• _ . • .. ‘. ,,.J....-- , , , , :-• . ' „ - . •• i Figure F Ground lilaukut , Surface ''' ,/ - ' , ...., . „ _ ,. . . . , , , , Figure B/ \WRSTERNY Slope Installation VICE -LS -10R Instructions EXCEL CS -3 TM ,rThillTy. All NaturalFigure \71 Step 1 - Site Preparation Prepare site to design profile and grade. Remove/::' debris, rocks, clods, etc.. Ground surface should be smooth prior to installation to ensure blanket remains in contact with slope. Step 2 - Seeding Seeding of site should be conducted to design requirements or to follow local or state seeding requirements as necessary. Stap 3 - Staple Selection At a minimum6 in. long by 1 in. crown11 gauge , , staples are to be used to secure the blanket to the ground surface. Installation in rocky, sandy or other loose soil may require longer staples. Step 4 - Excavate Anchor Trench and Secure Blanket Excavate a trench along the top of the slope to secure the upstream end of the blanket. The trench should run along the length of the installation, be 6 in. wide and 6 in. deep. Staple blanket along bottom of trench, fill with compacted soil, overlap blanket towards toe of slope and secure with row of staples (shown in Figures A, E and F). Step 5 - Secure Body of Blanket Roll blanket down slope from anchor trench. Staple body of blanket following the pattern shown in Figure D. Leave end of blanket unstapled to allow for overlap shown in Figure B. Place downstream blanket underneath upstream blanket to form shingle pattern. Staple seam as shown in Figure E. Secure downstream blanket with stapling pattern shown in Figure D. Stapling pattern shown in Figure D reflects minimum staples to be used. More staples may be required to ensure blanket is sufficiently secured to resist mowers and foot traffic and to ensure blanket is in contact with soil surface over the entire area of blanket. Further, critical points require additional staples. Critical points are identified in Figure G. Step 6 - Continue Along Slope - Complete Installation Overlap adjacent blankets as shown in Figure C and repeat Step 5. Secure toe of slope using stapling pattern shown in Figure E. Secure edges of installation by stapling at 1.5' intervals along the terminal edge. Oft. Zionkart-- —2 ft -1-2 ft -1-2 ft.1-2 ft.— 2,5 ft X X X I 2.5 ft x x x x x x ' , ' / , , • . . •:,,:,:•'... , Figure E .,• ' 1. . . .. : • ,:: ...f• N ' ' ' 7. , , . . • •+..- '; !••:.. • •• ...,.-:-.•.,.. .. .1.1111,c.i.„.„:„.:.. ., , , ' • : ro,4‘..-::•-..,...... ;.:_..-:-. , • Figure D - _ ____—_--7-7--r,' . ..,•;-:>•:>- - '..• 4_,..,_ - Figure E Figure A Figure D - Plan View X - Denotes Staple Location 8ft Stanket ,, 1i. i. 1 I .• Figure Plan 1 ft. 1 ft 1 ft. 1 1 ft 1 ft. 1 ft 1 ft 1 ft. X - Denotes Staple Location E - View -00,14 Blanket 1 3.0 In. A------ ...,i12,..---1-,' 0 .... Pso... ..„....,-..--,.....v.,,,,,...h" 1 , ,00,„•••,...,...0.,.•.• r,. Blanket 2 .4:: 1:''7:".•:.: 0 1 I 11E. 11' r :nA .8.0"."1. 41 N,,- .k.IPP'" Agit 01P..r4:L k 'I 3-• Ground Surface ierr=11= 1 .11741 .- Figure B -Profile View Blanket 3 WWI zem,..;.4:::.:4, Vig Ground Surface Figure C - Cross Section Blanket 1 ;;' :Yd-TX:i•ei'V''',e ' ,-t't :•L, 1,ki-.. , View 6.0 In. 6.0 In, 11 V "r- 61.4A -V‘ ' P14 * Core. V, 44 ‘ .,,N • ' Vv:1AVVPIP .°.0 \):0\•:"'Ne ,,tv,,,,-AN.A. ...\\.v..4-41. 1: Product Application/Equivalency Specifications Excel CS -3 All Natural is produced by Western Excelsior and consists of an extended term Rolled Erosion Control Product (RECP) comprised of a coconut/straw blend matrix mechanically (stitch) bound between two, biodegradable jute/scrim nets (top and bottom). The expected longevity of Excel CS -3 All Natural is approximately 24 months (actual longevity dependent on field and climatic conditions). Excel CS -3 All Natural is manufactured to include physical properties sufficient to provide the intended longevity and performance. Product specifications may be found on document WE EXCEL_CS3AN_SPEC and performance information may be found on document _ WE EXCEL CS3AN PERF. All documents are available from Western Excelsior Technical Support or — — www.westernexcelsior.com. Additional to above, equivalent products to Excel CS -3 All Natural must meet identical criteria as Excel CS -3 All Natural as follows: 1. Consist of a coconut/straw blend matrix mechanically (stitch) bound between two, biodegradable jute/scrim nets. 2. Sufficient tensile strength, thickness and coverage to maintain integrity during installation and ensure material performance. 3. Listing within AASHTO NTPEP database. 4. Meet ECTC specification for category 3B products. ---„,.....0' ii,o,...,...% Figure E ss.,,, f. ' ,.. Figure F - Profile View r -ow , A .„,,,,,e , Critical Point ,,- _ .411111N . - 0•0,, „7 0 Critical Point ,,A ,.--,-. .. Terminal lo Ground Surface li Ground Surface tr- . -, a.icr.,.• %Jr' Figure G - Critical Point Securing Document # WE_EXCELCS3ANSII 1 _. VI ,` IT ICQ Channel Installation Instructions EXCEL CS -3 TM All Natural Step 1 - Site Preparation Prepare site to design profile and grade. Remove debris, rocks, clods, etc.. Ground surface should be smooth prior to installation to ensure blanket remains in contact with slope. Step 2 - Seeding Seeding of site should be conducted to design requirements or to follow local or state seeding requirements as necessary. Stap 3 - Staple Selection At a minimum, 6 in. long by 1 in. crown, 11 gauge staples are to be used to secure the blanket to the ground surface. Installation in rocky, sandy or other loose soil may require longer staples. Step 4 - Excavate Anchor Trench and Secure Blanket Excavate a trench along the top of the channel side slopes and the upstream terminal end of the channel to secure the edges of the blanket. The trench should run along the length and width of the installation, be 6 in. wide and 6 in. deep. Staple blanket along bottom of trench, fill with compacted soil, overlap blanket towards toe of slope and secure with row of staples (shown in Figures A, E and F). Step 5 - Secure Body of Blanket Roll blanket down slope from anchor trench. Staple body of blanket following the pattern shown in Figure D. Leave end of blanket unstapled to allow for overlap shown in Figure B. Place downstream blanket underneath upstream blanket to form shingle pattern. Staple seam as shown in Figure E. Secure downstream blanket with stapling pattern shown in Figure D. Stapling pattern shown in Figure D reflects minimum staples to be used. More staples may be required to ensure blanket is sufficiently secured to resist mowers and foot traffic and to ensure blanket is in contact with soil surface over the entire area of blanket. Further, critical points require additional staples. Critical points are identified in Figure G. Step 6 - Continue Along Slope - Complete Installation Overlap adjacent blankets as shown in Figure C and repeat Step 5. Secure toe of slope using stapling pattern shown in Figure E. Secure edges of installation by stapling at 1.5' intervals along the terminal edge. Document # WEEXCEL CS3AN CII * Drawings Not to Scale Figure C— Figure F Figure B/ Figure E 1` iu ti re C t Figure Figure A Figure B - Profile View Ground Surface • Ground Surface Blanket 1 Blanket 2 Ground Surface Figure C - Cross Section View Product Application/Equivalency Specifications Excel CS -3 All Natural is produced by Western Excelsior and consists of an extended term Rolled Erosion Control Product (RECP) comprised of a coconut/straw blend matrix mechanically (stitch) bound between two, biodegradable jute/scrim nets (top and bottom). The expected longevity of Excel CS -3 All Natural is approximately 24 months (actual longevity dependent on field and climatic conditions). Excel CS -3 All Natural is manufactured to include physical properties sufficient to provide the intended longevity and performance. Product specifications may be found on document WE_EXCEL_CS3AN_SPEC and perforiance information may be found on document WEEXCEL _CS3AN_PERF. All documents are available from Western Excelsior Technical Support or www.westernexcelsior.com. Additional to above, equivalent products to Excel CS -3 All Natural must meet identical criteria as Excel CS -3 All Natural as follows: 1. Consist of a coconut/straw blend matrix mechanically (stitch) bound between two, biodegradable jute/scrim nets. 2. Sufficient tensile strength, thickness and coverage to maintain integrity during installation and ensure material performance. 3. Listing within AASHTO NTPEP database. 4. Meet ECTC specification for category 3B products. 8Ft. Rio nket —a ft.—1-2 ft. 1-2 ft.1-2 ft,— 1.5 ft. 1.5Ift Figure D - Plan View X - Denotes Staple Location 8ft llinnkttt 1 ft. 1 ft 1 ft " 1 ft1 1 ft ft 1 ft. X - Denotes Staple Location Figure E - Plan View Figure F - Profile View Crest of Slope Crest of Slope Toe of Slope Figure G - Critical Point Securing