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<br /> /�=i,•/STA,-Q�O '//1 \ /�,��i � \ i '/ '+'ti_ /.;. �-BO50�6°� �`-" �/� �
<br /> OF Esn■O 'o��/ e"j" /8 _-.--�.___ NC-¢ate
<br /> AccE a eo �/PIIJ\V. /JJ %�/ � \\ �`" eo^=•a � --- - � n
<br /> V of ulutr -, ,�
<br /> •A CEee.w/ ` a �/ ^,J j 1 _ �\ ASH PLANT �. ]o F
<br /> /� •, t / t ° i �, 1 1
<br /> eE To EE
<br /> 0 f.a BUR
<br /> I LEGEND [o9c_ - oo ortcM _ 1 _
<br /> � I ` FILL cut Lie`
<br /> .t �` f�\ \I /.6 FT' YAZIYUY eIOF[
<br /> I eTA710R M ACC[eE ROAD j ` . I Q�� \1` ` \\\\\V MAXIMUM CUT ELOR
<br /> / DRD I t
<br /> I
<br /> /� URO aURIA CE tf 1.5 FT
<br /> S� DITCH
<br /> MINIMUM RADIUS TO \I � y� 1\'•v D / /^� O /� �l'• \� •.��\ )
<br /> I 1 CE MTERLIME '��� tf . -�� -' ` � �,•`f- /��� �v �7+_�� t• j r( � '� ,� �,_�_ FILL SECTION 20 FT
<br /> TDHOIIyTORA'aE� • `•t a t Jam• v h\�• CUT SECTION
<br /> /yam `� ° 1 / "� 0 10• RO'
<br /> 0 to0• 200• /,� <QI / •OeC� \E RED\ SCALE
<br /> KALE /'s I00' BIN LOUR •oo t�to•
<br /> Or 1 /4 / + poppeED -- f—
<br /> N F MOR120NTAL AND VERTICAL
<br /> F\ _
<br /> /\ —�=�`'`�,w`
<br /> FIGURE E: TYPICAL. CROSS-SECTION OF ACCESS ROAD
<br /> FIGURE A: PLAN OF PROPOSED ACCESS ROAD
<br /> SPECIFICATIONS
<br /> 1.0 ACCESS ROAD
<br /> 1.1 GENERAL 7.2 REMOVAL
<br /> 1.1.1 AN ACCESS ROAD TO ALLOW ACCESS TO THE PROPOSED SUITT PROPERTY WAS-E D:SPOSAL 2.2.1 TOPSOIL SR;LL BE EXCAVATED AND RE`OVED IN A MANLER WHICH WILL M:Ni MIZE CON-
<br /> SCALE t•=so• SITE SHALL BE CONSTRUCTED AT THE LOCATION SHOWN AND ACCORDING TO--E ?•O'S TAM:NA^ON rITM OTHER SOIL -CRIZOKS OR WITH BEDROCK_
<br /> FJ9IZONT AL AND VERTICAL
<br /> a AND DETAILS SPECIFIED ON THE CONSTRUCTION ORAW'INGS.
<br /> p
<br /> � o y°• 2.2.2 S.,CH reASL';ES AS ARE NECESSARY WILL 9E TAKEN TO INS,FF llv1T THE RcZ.UVA1 OF
<br /> also ° 1.1.2 IRE CONSTRUCTION, MAINTENANCE, AND POST-MINING CONDITION OF THE AfCESS ROAD TOPSOIL DOES NOT RESULT IN EROSION OR WATER POUIVI ION.
<br /> P z z SHALL INCLUDE ACEOUATE CONTROL OF EROSION, SILTATION, AND POLLUTIIN OF .LATER.
<br /> i
<br /> ISI 1.2 SITE PREPARATION 2.3 STORAGE
<br /> r IN o' I afro 2.3.1 RE`IOVEO TC-SOIL WILL BE STORED AT A LOCATIONS INDICATED ON CONS;JCTION
<br /> 1 z b 0 Apt 1.2.1 ALL VEGETATION, ROOTS, AND STUMPS SMALL BE REMOVED. TOPSOIL SWILL BE REEVED CPAW;NGS. ,-ICES LOCATION SHALL NOT BE DISTUITED BY "INING OPERAT'CNS OR CON-
<br /> aloo e + a0• FROM THE DESIGN RC;CBED. SHOULDERS, AND SURFACES WHERE ASSOCIATED STRJC'LRES ST;_kC:C9 A:TIV:7:ES AND SHALL BE PROTECTED AGAINST WIND AND WATER EPLISION.
<br /> WILL BE PLACED,ANO STOCKPILED IN ACCORDANCE WITH SECTION 2.0,TOPSOIL. ^,F L'NNE:ESSARY COMPACTION• AND CONTAMINATION THAT:WOULD LESSEN ThE CAPABILITY
<br /> P ► I I I soeol I I Ism THESE SPECIFICATIONS. TOPSOIL STORAGE SHALL BE AT THE LOCATION INDICATE,)ON OF --E MATERIAL TO SUPPORT VEGETATION WHIN REQISTR:BU:ED.
<br /> > M I e•t+ i ",ee THE CONSTRUCTION DRAWINGS.
<br /> q aoaa- So IIN °i.W 2.3.2 STCCKP!LEQ"A SHAL
<br /> L LL BE -ROTECTED BY AN EF=ECTIVE COVER OF NON-NOXIOLS,
<br /> 1.3 CONSTRUCTIONQU::K-GPCW:NG, ANNUAL AND PERENNIAL PLANTS SEEDED OR PLANTED OUR:NG THE F:RST
<br /> AF%P^PR:ATE GROWING SEASON AFTER REMOVAL FOR FAVORABLE PLANTING :u'NO:TIONS.
<br /> eoao —�0. 1_3.1 ROAD FILLS SHALL BE CONSTRUCTED :N HORIZONTAL LAYERS NOT EXCEEDING 12 ?ACHES
<br /> owo t.00 xoo swe A.00 5.00 "0 T.00 7.50 :N LOOSE THICKNESS. EACH LAYER OF FILL SMALL BE LEVELED AND COMPACTED E',,TY 2.3.3 ThE TC-'OIL SHALL BE CLEARLY MARKED BY A SIGN 'TOPSOIL STORAGE.'
<br /> EN
<br /> STATIONS OF ROAD B° ROUTING THE HAULL'IG AND LEVELING EQUIPMENT OVER THE TIRE W:O.H OF TF y
<br /> DIBANKMENT UNTIL NO S;CNIF:CAMT MOVEMENT OF THE DISANKMENT KATER:f,L :S:P` 2.4 RE::STR:3.7ION
<br /> PARENT. EMBANKMENT LAYS--S SitALL BE COMPACTED AS NECESSARY TO INS,&E THE ELM-
<br /> FIGURE B: ACCESS ROAD PROFILE BANKMENT IS ADEOUATE TO SUPPORT THE ANTICIPATED TRAFFIC. 2 4.1 AFTER, F;NAL GRADING AND BEFORE 1EPL ACDIENT OF TOPSOIL AND OTHER MATERIALS,
<br /> ALE: LAND SMALL BE LOOSENED BY MECHAN:ZAL MEANS -0 A S, F,
<br /> , CIE'.T^EFTA
<br /> a. a 1 2.2 :MMEDIATELY AFTER �PLE-LION OF CONSTRUCTION, CUT-AND-FILL AREAS SHALL SE TO " NATE SLIP SURFACES, RELIEVE COMPACTION, :,t:n PRrnIDF FOR --jOTy-ENE
<br /> STABILIZED WITH PESPECT TO EROSION BY AN APPROPRIATE VEGETATION CVTR. TR.;ICN.
<br /> j a
<br /> a i Oe '• 1.3.3 THE ACCESS ROAD SHELL BE SURFACED WITH A MATERIAL SUFFICILTITLY DURABLE FOR 2.4.2 TDPSOIL APO OTHER MATERIALS SHALL BE REDISTR'BUTED IN A MANNER ThAT:
<br /> :oi u It So' -■ o THE ANTICIPATED VOLUME, WEIGHT.AND SPEED OF TRAFFIC, AND WHICH IS NDT ACID
<br /> eloo z r I a D OR TOXIC-FORMING. A) ACHIEVES AN APPROXIMATE UNIFORM, STABLE THICKNESS CONSISTENT WITH
<br /> :-
<br /> _ ■■ �< POST-MINING LAND USE, CONTOURS, THE SURFACE WATER DRAINAGE S`STETN,
<br /> = I 1 r I SCALE tt Eo• 1.4 MAINTENANCE AND REDUIREMENTS OF REVEGETATION;
<br /> O RAOE soT4 HORIZONTAL AND YE RTICAL B) PREVENTS EXCESS COMPACTION AND CONTAMINATION OF TOPSOIL;
<br /> epee 80a9 ].es aRAD 1.4.1 THE ACCESS ROAD SHALL BE MAINTAINED SUCH THAT THE OESIGM STANDARDS ARE MET C) MINIMIZES DETERIORATION OF THE BIOLOGICAL, CHEMICAL• AND PH'SICAL
<br /> THROUGHOUT ITS LIFE.
<br /> > Soso I so- PRCP67, S OF THE TOPSOIL;AND
<br /> D) PROTECTS TOPSOIL FROM WIND AND WATER ERCSION DURING REDISTRIBUTION
<br /> —0 t-wo Ewe uoo e.ee 2.0 TOPSOIL
<br /> STATION*of ROAD AND BEFORE AND AFTER IT IS SEEDED AND PLANTED.
<br /> 2.1 GENERAL
<br /> 3.0 RE^.MAT ION
<br /> FIGURE C: BIN LOOP PROFILE 2.1.1 ALL TOPSOIL SHALL BE ;`LOVED AND SEGREGATED FROM OTHER MATERIAL AFT-ER VE,r- 3.1 UNLESS THE RETENTION OF THE ACCESS ROAD :S AP-ROVED FOR THE POST-M:NING LANC
<br /> c TATION COVER IS CLEARED BUT BEFORE ANY EXCAVATION OR OThER SURFACE DISTLAS- USE, T^.E FOLLOWING RECLAMATION MEASURES S:,kl_ BE IMPLEMENTED IMPEC:ATELY
<br /> 0 ANCE. ,TER THE ROAD IS NO LONGER NEEDED FOR OPERA-,:ONS. RECLAMATION, OR MONIiDP:ham:
<br /> oD
<br /> <i a Z.1.2 VEGEIAT:ON COVER SWILL BE RMOVEO ONLY FROM THOSE AREAS FROM WHICH 1T IS A) ROAD SHALL BE CLOSED TO VEHICULAR TRAFFIC:
<br /> o NECESSARY TO RE.MCVE TOPSOIL THE AREA OF DISTURBANCE SHALL BE MIN:'11ZED r >
<br /> ■o■ se• So a TO THE EXTENT POSSIBLE. C) ALL BRIDGES AND CULVERTS SHALL BE >L CV`D: PPP
<br /> r � ROAD SURFACING MAFERULES SHALL BE D UNLESS OTHERWISE A DYED;
<br /> z eIa I F D) NATURAL DRAINAGE PATTERNS SHALL BE RESTORED. AND CUT-AND-FILL SLOPES
<br /> ■ I Sc SHALL BE ShADp
<br /> LE I�eO• TO BLEND WITH THE NATTAL CONTOUR;
<br /> p I E) ROADBEDS SWILL BE RIPPED, PLOWED, ANC SCAR,FTEDL AND
<br /> eOT A E HORIZONTAL AND VERTICAL GIN RA NOTES: =) THE REGRADED AREAS SHALL BE COVERED WITH -OPSCIL ACCORDING TO 2.4.2 OF
<br /> aoeel THESE SPECIFiCAT IONS. AND REVEGE ATE'u ACCORDING TO COLORADO MINED LAND
<br /> use so• RECLAMATION DIVISION CRITERIA.
<br /> rI o.ee eyA• et.ee 1) THE ACCESS ROAD FROM THE WASH PLANT TO THE SUTEY PROPERTY SHALL
<br /> STATIONS Of ROAD BE CONSTRUCTED ALONG THE EXISTING ABANDONED ROADBED. THE
<br /> EXISTING ABANDONED ROADBED SHALL BE WIDENED TO 30 FEET AND SUR-
<br /> FIGURE D: BIN WYE PROFILE FACED WITH GRAVEL. THE BRIDGE CROSSING THE CREEK SHALL BE RE-
<br /> CONSTRUCTED AT ITS FORMER LOCATION. 5) NO CUT SLOPE SHALL EXCEED 1.5(H):l(V), NO FILL SLOPE SHALL PROPOSED ACCESS ROAD WASH PLANT TO SUTEY PROPERTY
<br /> EXCEED 2(H):1(V). ,o•_R_+;;--'•t�
<br /> 2) THE ROAD SHALL BE WIDENED AND CONSTRUCTED AS SHOWN IN FIGURES '> "r�G`�••i :'P va
<br /> A THROUGH E. o) NO CURVE OF THE CONSTRUCTED ROADWAY SHALL HAVE A RADIUS OF �
<br /> *•: jr GEO-HYDRO CONSULTING,INC. MID-CONTINENT RESOURCES,INC.
<br /> LESS THAN 50 FEET AT THE CENTERLINE, %� 94E5 WEST COLFAX AVENUE Sax toe
<br /> ,�>'•rc.,� c;:•O b
<br /> ' j) THE BRIDGE SHALL BE RECONSTRUCTED ACCORDING TO FIGURES F, li, .F•,. ,�V,P y LAKEWOOD, COLORADO E0,113
<br /> (307) 272-6324 CARBONDALE,COLORADO
<br /> iAND H, AS DESIGNED BY MID-CONTINENT RESOURCES, INC. 7) MOST PORTIONS OF THE ROAD ARE ON RIDGES AND WILL NOT REQUIRE
<br /> I
<br /> DRAINAGE STRUCTURES. DITCHES SHALL BE CONSTRUCTED FOR ALL DESIGNED BY NCS CHECKED BY GM
<br /> i) ROAD CONSTRUCTION, MAINTENANCE, AND RECLAMATION SHALL CONFORM CUT AND FILL PORTIONS AS SHOWN IN FIGURE E, ROAD SURFACE SHALL DRAWN BY, NCS APPROVED BY
<br /> TO THE SPECIFICATIONS 1.0, 2.0 AND 3.0 PRESENTED WITH THIS BE SLOPED 2 S AWAY FROM CENTERLINE OF ROAD ALONG PORTIONS OF
<br /> DESIGN. ROAD CONSTRUCTED ALONG RIDGE CRESTS. -PAWING NO., 1023-007 SHEET T OF 1
<br /> SATE` MAY 1984 SCALE AS INDICATED
<br />
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