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I C- 12 AERIAL SITE LOCATION MAP \ ' ' \ co % • \ ' • S m p EXISTING TANK 4 N U / • BATTERY / 3 / ' GAS LINE 3 °p / , :. : w, — TO BE RELOCATED o : :- , . t. ��- PLEASE SEE rte{ :.;: ': , : ' PNOTOMETR IC PLAN FOR . ` Ply"; :1 . " `. LOCATION / 07 ,, , ' :: : : : , ' SITE LIGHTING AND DESCRIPTION a I PARKIN LOT ' . �a, e • ` �` °' ' c -f ' : � Cy► rta* AP • •••••• • hi 0 ROXIMAT / r 'Ly s 7001 $, ' < : 6 . \ d EXTENT • .\ / • ,� �.' . . : : ;;. . :, : ;: OF LEASE • FUTURE �O� tat .! '' CONTAINMENT ��IS 6p, ' ' ' .' :.' : - _. ^� . . . .: : : t . . .. . ::, �. : .: \ • / Ir' ; '.' a FUTUREA °O \ DUMPSTER IE` 'iiC7:� AREAAINMENT FUTURE ' t: \, % IV k BUILDING . : :' . :; ._ . :. '::. - LOCATION N • pAilliirl / 0N / \ \ 44 / 3gp, ` • t._ •'N / 4 SIGN • S '• m / PROPOSED FENCE /, o V • AROUND SITE 40 ' AWAY ''''---1-7------„, i?'" �`, FROM ROAD TYP �\ �� - 1 % FINAL WELL PAD 1° ( 4 ) 20 ' CATTLE LE I GUARDS TRAFFIC � �/ } ' / / , m\ w / • DIRECTION �� L • . zi, • �� TYPICAL % co ice, o - cc • \seesaw • `�, co � 12 i AREA TO 0 REMAIN w ` • ' UNDISTURBED FENCE AROUND j♦ N '� GAS LINE ♦• ' • VALVES ;/ 0 . , eaten. • - I. \ , , \ / J v r• _•1 '1. -�J� - . a3 ' - ^ p, kip "-• • • \ le 4 \ \ , , 0 I 80 160 240 .. - r .401 \el . _ _ SITE •' \ 't- + , - . y' . - . \ - • . • • K • , , , , \ /. . \ V O gtme _ , / • Nof , , \ • A Wv -its CC lii 4III Millil 4 4 `\ lift • • • � � . •:. - af • y ..\ - LEGAL DESC � IPTIO \ • U PART OF THE SE 1 / 4 OF SEC ',6 M • t. tisto � se ... 27 T5 \ 63W WELD COU \ TY• DRAWN : r =�,� � NGL water Solutions L1/ LLC COLOPADO�,, ` te DATE j LEGEND : 1/9/2015 zt'. Cl2USR MAP •SCALE 1 • , EDGE OF BUILDING 1 - 80 'x'1'1' PROJECT M EDGE OF HELD COUNTY ROVd- U .. ! :. V/yo 1 • • ; "witu , , • • P rlrl `. . w p 1 \ 1 .RSEY - - - - - - - - - SHEET , l• V 4lam r7,+: � T f ' SHALE CENTERLINE i WELD COUNTY COLORADO _ _ - _ _ - _ _ - _ _ Cl • ��y -: EXTENT OF LEASE VICINITY MAP N0 OF SHEETS .... o • • B I o I ♦ ` O , P1N1.�•• g CO • ,� \I I „416 O N -4. , g 13, eL\ ' •� R rLTlil &Maillwilli EOM i 46 : j:/1•1•Iimenams. itlLL uVIZ m* r6olio *FRkI `'�„9 PIfi.YJ _ 4394:02 • !n mLY I • •�: r mow ``#i • 459400 g ♦ l / 2 oG i /a • • .•. n a Y t x44O I 1 al II rA'*i8l s • :••♦e • ? lyfbl a u 4` a i : I / 20 • ` • ' 4* • j P6SO _ /44. ..._,_ � '1 tII` 1 t v • • • . a � JM / / 1 I �lh5 4$843 . \ • n • • rn4p - °es:. Al*.G • . / / / I /� I ,.i.V I 11 �y� • . �. l v I I��♦ �y`. .K� • Pn4Rl : _ rt)L • I ;' 2 ' t 'AP • • ' ••UNI_1�A� fA•V' 4 46. 1 a • r •• v •t!/ ' l 6 A 1 N : .• •• 46Rd 3pb %VI, / I1I lII LW �€• ' k'. 5� a E6Ae • +hb • ,f • � - _ ' . / l ' 1YtiVA • i\g`•13 : 1 E' IJN�I Q�98 • r6191 4•7•••• • v • ll Li / lL % i •V4XR\Ltl1 •� •'/A%n � )♦ • .90 •'3' 90 / • � l �. • u '11;•: ••-g$ aHo 1 � • • • 1 / / I / / y elk i.. ,ItILy /614.9841% ' , t. ': "*".•.." i rylrl : n .. : � , , / to Yee V .•4. 4. x98:0 r N :I.C o. .. : • . / II l / iii - " ' ,a x+va`` .t 4c•.. .. ._n,a 45s2 z1 - r ^• wi ml / - � a . . °�. • ! • . � y� ♦ ' I% i i i i i,. ,eta V �wv L4°I'!' �„qi �7 lull 1 —i. : . ' : : • . ( • ' r • • � /hiss • " i / / // 459385 " " 591 ♦ ' / /. / i /� ' / / z J n CONTAINMENT FUTURE e6 • n � , ♦ � � � ��' / ' . `� mtq �' AREA FF = 4598 CONTAINMENT ® - � = n � • + /4 / ii // / " ;taaamxee ^aY g //� AREA FF = 4598® . a ',,. . . ® . , � • qua • ♦ j/ i ' / ' n4PEf FLSM\ r/, 4"'r. �/ � rMk .(. • • ... nF41Wel •i ' \ _ ; _ z�S P rta � : z65 a tx�xN 'a n FUTURE xr!i n sp° . ` . • • a�i� / • I, - . i h�y� s sy .Ws'. FONTAINMENT . ` s9 .ir• � • rte\ ., , er -, 0 tsrl BUILDING ;1 • • • 5. . • I WO FUTURE FF = 4594 64X1 -sB4zs. \ ri ' . Y�"x 4\ •`fie Cx1N nFY•Irl v • I. pb^,➢ J . : PFt-411 ' 45]3.00 4 •• � (� \ \ ♦— _ r tF i r !au x�t!, AREA FF = 4596 FUTUREgam : •• -• "ea •v'a 1 „ .-- _ — 2-------2 —Ii / III z 4sszls ,/. se 00 • �4m BUILDING exlw • •' ` • �� —�if ass \ — — — I I { Y •s n ri'•� • 99400 FF = 4591 r:ray\ t ,: <6]fR a ` 61�® l•i 5® esax \ -e 5555 , �,♦ C — __ ___ _ — _ 1 r�. 9: ^ 9 59 98.00 •4i'�� 4 9\6° ',� _ - 6 \ Y � _ — - — J I \ .a ® •�Te^ 5999.80 .. 9150 (;tF'j �1�� \ ®®®®®4a. nu"'N4f' ry mNe A .ye' ' ..A♦ ♦♦ I _ • I I \ a� :fl ® . 1 Plma� ��• off•' • �. ®xsRi W! 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A V / / A • 0 80 160 240 vvvvvv � , 'v y ',. y •y`' vvvvyvrI T► V A VAA • A �i i/ � • \ • - v .` \ , A � V A AAVA / / - V y / \\ \ \ iii/ / / - - V 4 A A. • • V A VEHICLE TRACKING CONTROL GENERAL EROSION CONTROL NOTES SLOPE AND SWALE PROTECTION (vie - VERTICAL TRACKING CONTROL) - - - CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING, WATTLE DIAMETER, BUT NOT 9" Minimum Thickness BASINS BEFORE UMITED CTOOMMENCING I G SILT ENANY (NLET LAND CLEARINGOOR VTC PAD,GRADING ACTIVITIES.EEL STHETCONTRACTO AND RENT SEE NOTE 5 SEDIMENT TRAPPING AREA (TYPJ VL Riprap (D50 = 6") SHALL LIMIT TOPSOIL STRIPPING OPERATIONS TO WITHIN THE AREAS IN WHICH THEY WILL BE Yara`'�4Dcpoad IMMEDIATELY WORKING. THE CONSTRUCTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED AS A STAKE (TYP) WOODEN �R LAND DISTURBING ACTIVITY. ALL EXCAVATED MATERIAL SHALL BE PLACED WHERE SEDIMENT WILL V ":Q°tl ERODE BACK INTO THE TRENCH. ALL TRENCHES SHALL BE BACKFlLED BY THE END OF THE DAYS �'�i%� % 3 ;, ` NNE 2 ¢ z a WORK; BACKFILL SHALL BE PERMANENTLY STABILIZED BEFORE CONSTRUCTION IS CONSIDERED `�/��.`; �"� i't . — C Fo M W (p -4- COMPLETE. \ \" " `\\i\�i\`i " ..�,� STAGGER JOINTS �L �� "\� ��\P/ \ jp) 'r ',,.:II :;, N r) (TYP.) <Q p\/\ \>\,0 \ \\>:' ' " ' STAKE AT EACH END ' 1 ' �Tc- G/ py\!\�\'':.:3t__ W /Oq ALL DISTURBED AREAS AND SOIL STOCKPILES SHALL BE ADEQUATELY STABILIZED AS DEFINED IN AND 4' MAX. D.C. ALONG v�u7JJJ) ih 474,7• 10? THE URBAN DRAINAGE FLOOD CONTROL DISTRICT (UDFCD), VOLUME 3, CONSTRUCTION BEST - '\\\� ., 5:F:::.. ENTIRE LENGTH W E�'f"�S 3/4:: ii=t; C MANAGEMENT PRACTICES, SECTION 3.0 EROSION CONTROL". ALL DISTURBED SOILS AND SOIL ;;; (_E� Non-Woven Geotextile Alter Cloth L��\ae DURING ICONSTR LES SHALL CTION ACTIVITIES TO PREVENT BE WATERED AND EWIND D IN A CAUSED EROSION.ROUGHENED NALL OLAND DISTURBINGN AT ALL TIMES Q PLAN VIEW �J �l ACTIVITIES WALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT Fl FVATION VIEW LI NOTES: �j PROPERTIES, AS DETERMINED BY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE F 1. INSTALL WATTLES ALONG CONTOURS, FULL LENGTH OF SLOPE I �j I- C NOTES SDDC MANUAL SECTION 14 FOR SEEDING SPECIFICATIONS) SOIL STABILIZATION SHALL BE REQUIRED w OR EXTENT OF SWALE. I W Ts I WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED. IF DISTURBED AREAS OR STOCKPILES ARE NOT z 2. WATTLES SHALL BE INSPECTED REGULARLY AND IMMEDIATELY Z BROUGHT TO FINAL GRADE WITHIN 30 DAYS FOLLOWING THE INITIAL DISTURBANCE, OR apjatigi .. 1. VTC PAD RIP RAP TO BE CLEANED OF MUD AFTER RAIN EVENTS RE-DISTURBANCE, TEMPORARY STABILIZATION MEASURES SHALL BE REQUIRED. NO SOIL STOCKPILE F THOR A RUNOFF ENTRENCHED PRODUDING RAINFALL TO C ENSURE THEY REMAIN SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILE SIDE SLOPES SHALL NOT EXCEED A THOROUGHLY AND IN CONTACT W1TH THE SOIL. 2. PUBLIC ROADS TO BE CLEANED RAIN DEBRIS AT THE END OF (SEE TABLE) OD III EACH DAYS WORK OR AFTER EVEN1S, AS NEEDED. SLOPE OF 4V: iH. 3. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLA710NS. 3. VTC PAD TO BE DELINEATED TO ENSURE USE BY CONSTRUCTION TRAFFIC ALL STORM SEWER INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER. WATTLE SPACING TABLE 4. INSTALL WATTLES SNUGLY INTO THE TRENCH (4"DEEP). ABUT eagle CALL UTILITY NOTIFICATION HAY BALES ARE NOT RECOGNIZED BY THE CITY OF GREELEY AS AN ACCEPTABLE FORM OF EROSION CENTER OF COLORADO ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT CONTROL SLOPE TYPE MAXIMUM SPACING OVERLAPPING THE ENDS. 1 -800-922- 1987 ALL SWALES 20 FEET INSPECTION OF ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF D. WATTLES TO BE 9" MIN DIAMETER FOR SLOPES, 12" MIN 411 SLOPE OR ) 40 FEET DIAMETER FOR SWALES. EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. THE CITY N lift I OF GREELEY INSPECTOR SHALL, AT THEIR DISCRETION, REQUIRE ANY EROSION CONTROL DEVICES BE Ilia REPAIRED , REPLACED, RELOCATED, MODIFIED, OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED i�LTI WITHIN 5 WORKING DAYS FOLLOWING RECEIPT OF THE WRITTEN REQUEST FROM THE INSPECTOR. ALL CONCRETE TRUCK WASHOUT PIT _ _ PUBLIC RIGHT OF WAY POLLUTED WITH DIRT, MUD, OR DEBRIS SHALL BE SWEPT CLEAN AT THE END - - - - - SILT FENCE INSTALLATION 1 -80D-922- 1987 OF EACH DAYS WORK OR T STORM E EVENTS,ES NECESSARY. ALL TEMPORARY AND PERIMETER PROFILE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AS SOON AS THEIR FUNCTION HAS BEEN FULFILLED. SEDIMENT TRAPS/BASINS SHALL BE CLEANED AND REMOVED, OR STABILIZED, - 1 - - - ATTACHING TWO SILT FENCES WHEN ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. THE SITE CONTRACTOR IS RESPONSIBLE 4 1 s�,!;!�!1_ DRAWN RESPONSIBLE FOR PROPERLY DISPOSING OFF ALL SILT FROM THE SITE, IF IT IS NOT REUSABLE ON i_ I_II_II_l1� I _I _ I_ I- ' -I I I=1I=111111 'I111II11i I i I i 11111 2 FEET SITE. a=1 =1 = 1= 1=u=a=u=l . 3, -iru—irl — rrII—u (MIN) DEPTH I THE LANDOWNER SHALL BE HELD RESPONSIBLE FOR THE LONG—TERM STABILITY OF CUT AND FILL I I CHECKED APPROXIMATELY 8 SLOPES AND THE SUCCESSFUL ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED CONTAINMENT BERM FROM J FILTER FABRIC INCHES OF FILTER PLACE THE END SOIL AS DEFINED IN THE UDFCD, VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES MATERIAL SECURELY FABRIC MATERIALPIT EXCAVATED MATERIAL 1 0 FEET SQUARE FASTENED TO THE MUST EXTEND INTO SECOND FENCE SECTION 3.2 "MULCHING". ALL DATE POSTS A TRENCH AND BE CONCRETE TRUCKS INSIDE THE END BOTTOM MIN. 11/1012014 ANCHORED WITH POST OF THE ALL CONSTRUCTION SUPPLIES OR MATERIALS USED OR STORED ON SITE MUST BE DISPOSED OF NOTES: COMPACTED FIRST FENCE PROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SAFETY DATA SHEET CRITERIA. WASHOUT HERE BACKFlLL MATERIAL 1. PIT TO BE MAINTAINED AND UTILIZED UNTIL ALL CONCRETE WORK IS COMPLETED SCALE WOOD OR INCLUDING ALL FOUNDATION AND FLATWORK. RELOCATED PITS SHALL MEET THIS STANDARD. p STEEL POST ROTATE BOTH THE STATE STORMWATER DISCHARGE PERMIT HOLDER MAY BE LIABLE FOR ANY VIOLATIONS 2. PIT TO BE PERMANENTLY SIGNED TO ALERT DRIVERS OF ITS LOCATION1' - 80' 8' MAX SPACING Tall x 3' Wide _ 180 DEGREES IN 3. SET CONCRETE TO BE BROKEN UP AND DISPOSED OF PROPERLY OFF SITE PER LOCAL, STATE , n n CREWS, ETC. PROJECT # RUNOFF ( DA IRECTION TO AND FEDERAL LAWS. On 4 Tall POSt, B x2 4. WASHOUT PITS THAT ARE SEPARATED FROM A PAVED SURFACE MAY REQUIRE A VTC PAD Lettering CREATE A TIGHT \ SEAL WITH THE TO PROTECT STREETS FROM TRACKING OF DIRT. SHEET • /��//\ \ /\\/\ FABRIC MATERIAL I I %� � EROSION CONTROL STRUCTURES C3 10 INCHES \// ` //�//\ DIRECTION OF RUNOFF WATERS (MN) y\ /\�j�iI DRIVE BOTH EROSION CONTROL STRUCTURES �/ ` /�/\ 4-INCH APPROXIMATE + I POSTS ABOUT 10 DETAIL 12-2 /� ` / //�, 4-INCH 4- BY _ DETAIL 12-1 \ \ \ \ \ INCHES INTO THE / / / BURY GROUND AND DATE: MARCH 2007 SCALE: N.T.S.�,/�//, DATE: SCALE: N.T.S. ' Ilkl I OF SHEETS .... r-••, 1 EXISTING TANK 1 BATTERY �:�' GAS LINE -•_ __,-------TO BE RELOCATED � . �� PLEASE SEE �! " ' PHOTOMETRIC PLAN FOR SITE LIGHTING LOCATION .t,�h¢L�l�ID - AND DESCRIPTION it -PARKING LOT • ' • `�Q� \ APPROXIMATE ••"�•.+ p + -r--)00,_ r. a E,�CT ENT �••�,, i / t a' r : nr,Rc OF LEASE 1�'1••�. / ``:• 1 Jj nrru[ caurrns,errt �t •INTIM S +••, �' 1 DUMPSTER +rt t . u�, .. AMA f5 LOCAT ION l I �� .. „d 1"-� ` �l.• ' ~; SIGN PROPOSED FENCE �- • k.., AROUND SITE AO' AWAY �"� �� . _ �`. FROM ROAD TYP _........------- FINAL WELLPA(`' `� (4) 20' CATTLE• I1 i GUARDS TRAFFIC �"� 1--, DIRECTION L,•;,7I TYPICAL .-,• +'•_' �•.•` .�. ...� AREA TO 'r / A. • '�•• REMAIN / / UNDISTURBED FENCE AROUND •�.. GAS LINE ;/ VALVES ;/ "�••� 0 00 160 240 / .-.. - MI a _ p ~••�. / •` - ~' / d tr, ti N. 1 Nt. --- ' .- 1-\145:://,‘ 4.1, NGL WATER SOLUTIONS DJ, LLC - SITE LAYOUT PLAN C- 12 FACILITY r-....... i EXISTING TANK 1 BATTERY GA5 LINE . _.-._ TO BE RELOCATED PLEASE SEE / �� '*?Atia_ ti • �`:• •..� PNOTOMFTRIC PLAN FOR SITE LIG�ITING LOCATION wry.. 'SUCK AND DESCRIPTION i 1L.0,KID --- , I �y / ••AREA , - -' _ '"� • .. •_• j PARKING LOT �M, _ -*C •1' fD�f, w. N..•`, '' \ APPROXIMATE/ •-...•. EXTENT ,d OF LEASE J `•• �••�• / r FVTISI GGIRAW C$T •�.. /: j nrnxr ARIA 1 • ... r CpITAOMdf \ �•�.• DUMPSTER J �f�:fi ARIA FIRM �. ,.•• �'.�. 1 LOCATION ' `'--. 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