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Home My WebLink About20243300.tiffVicinity Map him I I M I I -=1 SITE _ a i a I • • I an r CR 74 Par 1 a a -a ea p I fI I II I co I Ce 1 I I A 1 p p ft USRs within one mile I 1 I SITE Nsts Miii a a -- Pal LCUIPc3t PAD10T ' ER. 250 FT N 0 I I� Il II It It II u a a a rani S 500 foot buffer Ii ersemi SITE ! MIFF k A 4 Approximate location of the compressor station a a a a P e a a a .s �. s a a — e.�' - - is a .es.. .mac a — e a - - Wit— -..�:� —i-- .._ CR 7 4 r ram r s S # a a — a i�w a M a w on.'-' I 1 I M 1 1 I 1 I 1 1 1 1 1 1 1 i 1 1 I 1 1 I' Ill Il 1 1 1 i 1 1 I 1 I� i E. Site Plan Fda 11iY 27.A• l l r�SaewnJLa �I�. .1 a Y*ai MBAR 1iniJliYsae 1 ( t r MUMS sat MO��' • YYiAL5r!GIea1 ® IICCiCSfi{,XII Afn7fJtaiCLl I ▪ fAl/ 4111iBLT 0i' I MAN INICOOMrtiA'Bt IT 1 IWAR IlitallirfkW& 419 ItiiYliiSA ii YOLK AAKA i7 11.1 • IarL.L'ia Irj es, 1'iiii5'.idipil tr•.- tion Fib S'ilYii CdnSti^'di nu, en AMMER €1 Ifa lea.3ilst.cS1aeiw d• otruv1de'1 r� iri liG.eii Al LieXLV-T�w:r ILL 4I yaiyitiii i#.ra u 7.4* P2,1 MCKIM!! A7 LaazftSi 54 USE BY SPECIAL REVIEW - DRAFT ZEN A11CIE'TREAk& LI-C E COPPREEMOR rATION ClY95TIICI• 14s:Cra 3L= PPE lila. E,II. Itc!(T C,CP Ni 15T;LEAM, LP WC ND . 3&C . • •,• • -- • Erna Ywcs ......... %r••tiSJ 1 >(L., -ale % e — -• • ••. ', a• 4 1 --r • 1 • f .s � 11' Cr; I I - r •�1 1A _ , Cl - • It 'I 1 'I I 1 I • I • •• Nil 'I �4 r • 1 Y —i' 11' W .• 1. I f' er r • -' at r - 1 i • I 1. I P. ' f ti,- PR.= GEO 1hrrr5S• V I. 111 a1 .� I •I I ' • __.S� 1 ( _.r •-�•' tt •?- -r -' Ir> r--� t I► — r' r I 1 4, f r ' • 1. e i < r / It 1 1 _ • 1 r •. r' - r'` I- I S t I I r • a • , CCIIIIME5DWI • I I Y I t ti LfGE EI � 1 • I • • • I I Sal' wow* :fm r ::WS icag Vaasa; Dcritlioci Cabal Caliltult • • mittallgt • 1 i I - S aFNT I11 1 r`_ •I • ' .1 ti'- -a • ,. 1 •' e IIi 1 •, '1 1f • I 1�I I '1 • .-p -ALE n r1 Ir.r•j ;•-!• t -•.• IN I -a J, ♦r _ /. r. I,,,�,�111 r/ IIII I �f . r" I I'll,/ lilt I II 1 I I I I 5 it ,. 'a 1 • . I 1 all•1 I.. r �, f' ..j r r•� 11111' I _I t i t ~ I. 1 r.0j I• •, I ' , "'' r i —15 I \ 1 •, I �. „re_ r r .. _ 1 I' •. i. • I 1. -G.:- �• r y 1 1 1 1_ •L• 'I I re- -.r•-' • y . •' It' - —— ' I. a. ...1 -• s —1 1 it It 1•• 'I • • 1 I 1,. till I I I 1 r 1 I. •I 1, I.1 _' •I I. Y•I t 1 I d I l;• ;f i'1 •' It r'- 0' 1 YI ° 1 { 1 -.I, I;:• •z _ II , t•,•. i• I 1 1 ; • .l I , (I I •' rat — e 1 ti i i r .,. ,/ .� 1 r f I 1'r Ia ••'• fir 'I I• e I 1• I I ,.` / • t- /I i• • .i I I I I '• as • — I If r .••• 1 1 a1 1 •III • • if •�A r�c_. 74 _ .rT fir_- -••rj . — r' • . , .S J • �"c 1 1 5 I I I 1 �- I • I I• 1 I ' ll{ • 1 1 I I _• 1 I' ' ' .I j - t , •• _ _'P.'1 I 'r I r r 1 I ,' .r= '' f ,• I• I• a 1 I • I 1 1 111- ' • • I y I I 1 I S . i I I , _ •‘ , I I 1 , , 1 j t -. I I • , I I I I I I I Ii • 1 I rl •I , p. I I ILI ' j J ,dl1 r 1 1 t I - - _: p • ' 1 • I 1 •rr.- . f 1 . 1 I i 1 II 1 •• ' ,' ` I � , _ J —. I I, 'la' i1' "CLPIE IMSEPir-liT } _ �' I, CLIRE TON rnL'nrna i.', LIZ - 1 re: ti I • lit: r.1_' 444-113123 ' '• i Lt • 1 a - ', .... 1 111. 1 I1 1 • i '1 I I ' l• • • •I I I I . I I •. L • • e 1 • • ir r i. • 2. : e i or r Liter ti ram r•. C' in w 122 •• • -J `. 'S • - 1 _! •1 1 I: I 1 \- I I ; /i ti ., I. I 30 ILI•a 1 1 - , 1 I I i ...I' -' - -. ti r' 1 I• ' •ti, I I i I. l o•1 I I County Road 74 .14 I I U) O 1_ 2 N 1 x 2i- I. caryi 8a la ham. 4 t A '. 1 1 —' 11 Lar72001 Sior or PAD CONSTRUCTION NOTE: All cut end slopes are to be at 3:1 slopes & All fill end slopes are to be at 3:1 slopes SW1/4NW1/4, /4, Section 33 T.7N., R.62W., 6th P.M. 2' Diversion Ditch & 2' Wide Berm Place Road Base on Top 6" of 4 Road Base tkg20 V NW1/4SW1/4, /4SW 1 /4, Section 33 T.7N., R.62W., 6th P.M. Diversion Berm To Continue From Pad i );77 _eliL•h y••./si/*'ii`/•, vri I /•5i.a- {r .O4yet.. iWAWA? • /• .I4001014W /• '.1.440 Ofreled Nfrtininittir retiniP. ro ' r•• a 4„ ) •-.! .tilts„ / W,;�/,�{,•'• Wt ore• /, ��, ii. r�,�i#•`r.•�•r. rscaLe sofle•�'r re •••rat fCe- ►.•�•r fir, .iryairiet�.:�r.i/. teiat.•t. •r•i/.,•r.•%.as :/-/i• %• %• %1 %1 tt.a•tirit� tet t�_tt� /� � /�• /�:• /z:• /�r i .� �ee�� ire rL.�� ic-.� z • •• frear tier i%%`•` tet �•`�!�•'r'hfiertte /• /.• /• ri °1 G r• Te ' • . I'• /' Sri.!- /�. / ! / , • r •r• r• r• r• r• r�• r• •tt• ' • lt0r.i/•ir.ir r*At.. %• r. /• r• r. > L:r. /ter•, /•!• /•r. /�•r'I:-'�7 •Lr•%!•/•�•I • l'�'�i,�%r. o'v`al'. � pses ' res.t • t , '.Aet s *•' '.:1 !' � 0 I /. to /• r• /• /• r• /• rti /• /• r• i••i/pj r►# oot.t ' 4�r t.tt.e 0frot.4�r..tei.r-"�dr {i .,�:/•r / .am: •. t t /.r .2/' ,,,,.,..,...,,,,..,,,,,,,,,,,,,,,,,,,sons,,,.-,,,, •r•SS$e e.,{!rA„rlte,.0.6,te..eeke /�,,te-/••./ : /.!. ♦.r Ki.i Ittn4 ir•ir.• 4,1110r.ir ir•••r.irti r � jr r.,� f•! t•� �tt� �c .! 11M vornt 43 mict,640. e .wt( r:,Tjr.J1r r•rearr•'r!�•r101 jr!�s'r a/•Stt ...• • y ��``) Detention Pond #2 tk 7 Grade Area to / (Bottom Elev. 4907.8') Drain to Pond z • cam•. { . r,•. / Working Pad Surface ±4.6 Acres Atte -�sc;r R4./• �C/� �.v'lI-� �.C.I-� �K:L� is;•%• �'r� i�t /. _�W Ite I iitTe,SI• ,' /.,W4ct'.4/.:h, flWj/cr•. Fes %• / •'r irTi%�••ry'r a'na i/fir' S` OA- .tul' " ` a/...{/.:, ..LI :l ..{/.:.• ..{/ I /'r'..{/.1„,..•r / (ft 41 wI r r.• Mamie I• r• r• r•tI♦JJ Sit.,r �•r r '!tst • ' • /• r. till • /• /•! . /�! . rixil-�/:r1ti !� rte. ��/� �,•.a �� 'al�t•tA; 7 ' 70 of \• i•ji/N'. fU.�r•I'/' ft rcilimir lit• efset /;at r G ntinr.i. parc ,i 7.;•!a•'r•Or'te/se/�%��!••'/.•r�/e/ /• r• /•' y y. to /.• `/• /.• t• • ••`t/'tsc o•i/ rr ten,�t �-eti• j'0 y r• /• •/•1 r• y •r• 1101010 fertiefee key •� y.�r.�r,.� .•r �r•�ti. •• •►• tat.x y.••y. t. y.• /.•r i /• � • r1' r• /1 r1 r• r1 /1 �z a rii/ '•rr•r'i/ •/ iv ernst, 00 z'atteia: 041100/1014440,01340t41" I. '/,,•/a•o7•/.•%.ir•It.iraN/1�r - • y5 S.s r��•'••..rterrati -J.ir tea's asarnitailigera !Saab* illititer ho O) @4:1 Slopes (0.49 AC/FT) O sot Berm (Top Elev. 4911.7') 1 PVC Standpipe Outlet & Gate Valve Berm (Top Elev. 4912.0') PVC Standpipe Outlet & Gate i.,,,,, Valve LEGEND Ren Compressor Station Construction Layout Quantities Stockpile Topsoil (8") 7,580 C.Y. Pad Cut Volume 18,910 C.Y. Pad Fill Volume 9,965 C.Y. (+15% Shrinkage) Detention Pond Cut Volume 740 C.Y. Detention Pond Fill Volume (+ 15% Shrinkage) 1,655 C.Y. Net Excess 450 C.Y. -�"�-�- Surface Runoff Flow Direction Working Pad Surface Grade to Drain Sub Grade Detention Pond #1 @4:1 Slopes (0.77 AC/FT) (Bottom Elev. 4907.3') Q � 40 SCALE Grade to Drain n Existing Ground N A 0 40 Existing Ground Typical Cut Section Typical Fill Section 80 FEET NOTE: The drawings presented herein are based upon third -party survey data of existing utilities and features. KU cannot attest to the accuracy of this information. Jan 4.6 Acres 0 IV OPERATING E O3 imj' a� Q a 4/1 2/2024 m oo o � z O O O N uJ pc co cr QD 0 O • d' °N z� 2N 2 a BISON Jul 24, 2024 - 3:22 PM - K:\Projects\0ilGas\AveryLandservicesLLC\2424-00365_RenCompSta\CADD12424-00365_Ren Compressor Station_P0NDS.dwg © KLJ ENGINEERING LLC 2024 4930 4920 4910 4900 LU M 4930 4920 4910 4900 Ren Compressor Station Well/Facilities Pad Profiles WELL PAD it 6" 500' OF PROPOSED 3/4" ROAD BASE FILL or CUT 0.5% 0.0% _ .-- 0.5% .-- FlLL r ORIGINAL GROUND SUBGRADE Fl LWELL PERIMETER PAD DITCH WELL PAD CUT PERIMETER DITCH rn d 4914.15 4914.73 4914.50 in0• cFer i in r 0 r d- 4914.50 co n r c -V o T 4915.55 4917.18 0+00 4890 ivt 1K1 - N N 1+00 2+00 3+00 SECTION A -A 4+00 5+00 4930 4920 4910 4900 6+00 6+20 FILL WELL PAD - - . - 400' 6" OF 3/4" PROPOSED ROAD BASE _ 0.5% -- --0.0% TOPSOIL STOCKPILE `. �� :. �"�' -- `'... CUT 0.5% WELL PERIMETER PAD DITCH FILL — —— .. FILL\ ---=—= - — ORIGINAL GROUND SUBGRADE WELL PERIMETER PAD DITCH 4919.38 4914.23 4916.72 C a r a) ' 4914.96 4914.50 4912.52 a 6n � r co 4909.04 r r o O rn t 4907.44 4907.24 0+00 1+00 2+00 3+00 SECTION B -B 4+00 5+00 6+00 6+28 4930 4920 4910 4900 4890 r` r. L 4,6 50 0 50 C) E CO a L a a .I • zo O 8 c QCo 4.2 • o o 7'a ro ct•- 4- O C N ▪ o LB • 3 C C C.0 a+ C la •YJ +cU+C. • O -E C1ce Eat �42) -0- 0 1-r > C' oa c� C •+= 0 y ' 4 C y � � C L C N O I— O f' U t6 � 30:94 *' - _c -C '7., :4= N.a.±.+7, �o �1- w '> ..- > • o v "6 N . _ �• _ �-C T a U Y m v PROFILE LEGEND SYMBOL ITEM - — — — — - ORIGINAL GROUND SUBGRADE 100 scale HORIZONTAL SCALE 10 0 10 feet 20 scale VERTICAL SCALE feet 0 IV OPERATING B SON Jul 24, 2024 - 3:22 PM - K:\Projects\0ilGas\AveryLandservicesLLC\2424-00365_RenCompSta\CADD12424-00365_Ren Compressor Station_PONDS.dwg © KLJ ENGINEERING LLC 2024 SW1/4NW1/4, Section 33 T.7N., R.62W., 6th P.M. 2' Diversion Ditch & 2' Wide Berm Place Road Base on Top 6" of i" Road Base J 1/4 Line I Diversion Berm To Continue From Pad �t ?' Detention Pond #2 of Grade Area to Drain to Pond @4:1 Slopes (0.49 AC/FT) (Bottom Elev. 4907.8') i� O.5% Working Pad Surface ±4.6 Acres SO' TALL COMMUNICATIONS TOWER BLDG r Access Road 07-9 NW1/4SW1/4, /4SW 1 /4, Section 33 T.7N., R.62W., 6th P.M. 0.0% r TRANSRORMER a I I O.5% Berm (Top Elev. 4912.0') PVC Standpipe Outlet & Gate Valve / l a) S o a O 00 u6--' 1J J � • • Mr• (i) M 0 Ren Compressor Station Facility Layout out LEGEND -�'�-�- Surface Runoff Flow Direction Grade to Drain to l 0 cb Berm (Top Elev. 4911.7') I PVC Standpipe Outlet & Gate Valve I Detention Pond #1 @4:1 Slopes (0.77 AC/FT) (Bottom Elev. 4907.3') 40 0 ))4e 40 80 CSCALE Grade to Drain FEET EQUIPMENT 0 - PIG RECEIVER (DORADOITRIGGERFISH) O- PIG RECEIVER (BARRACUDA) O- INLET CONTROL VALVE SKID 0 - SLUG CATCHER O - CONDENSATE TREATER SKID O- VRU KNOCKOUT 0 - VAPOR RECOVERY UNIT #1 BO - VAPOR RECOVERY UNIT #2 O - GAS COMPRESSOR #1 10 - GAS COMPRESSOR #2 O - GAS COMPRESSOR #3 12 - DISCHARGE GAS SCRUBBER 13 - DISCHARGE COALESCER FILTER 14 - TEG CONTACTOR O - GAS/GLYCOL EXCHANGER 18 - TEG AFTER SCRUBBER 77 - PIG LAUNCHER (HP WILLIAMS) O - PIG LAUNCHER (DORADO/TRIGGERFISH) O - PIG LAUNCHER (BARRACUDA) O - PIG LAUNCHER (HP P86 -FUTURE) 0 - PIG LAUNCHER (HP RMI-FUTURE) O - TEG REGENERATION SKID 23 - BTEX SKID e . BTEX COMBUSTOR SKID 25 - BLOWDOWN KNOCKOUT 28 - BLOWDOWN KNOCKOUT PUMP O - BLOWDOWN BLOWER #1 O - SLOWDOWN BLOWER #2 O- VAPOR MANAGEMENT SYSTEM #1 30 - VAPOR MANAGEMENT SYSTEM #2 O - DRAIN VESSEL #1 0 - DRAIN VESSEL #1 PUMP 0 - DRAIN VESSEL #2 34 - DRAIN VESSEL #2 PUMP O - CONDENSATE LACT SKID O - PRODUCED WATER TANK #1 0 - PRODUCED WATER TANK #2 36 - PRODUCED WATER LACT SKID O - MAKEUP GLYCOL SKID 40 - FUEL GAS SCRUBBER e . INSTRUMENT/START AIR SKID 8_ INSTRUMENT AIR RECEIVER 0 - START AIR RECEIVER #1 44 - START AIR RECEIVER #2 O - GENERATOR #1 46 - GENERATOR #2 O - GENERATOR #3 PDC BUILDING 49 / SALES/OFFLOAD METER #1 - SALES/OFFLOAD METER #2 (FUTURE) 0 - SALES/OFFLOAD METER #3 (FUTURE) 52 - CONDENSATE LOADOUT RACK 53 - COMPRESSOR PARTS STORAGE 54 - PIG RECEIVER O - PIG LAUNCHER NOTE: The drawings presented herein are based upon third -party survey data of existing utilities and features. KU cannot attest to the accuracy of this information. 0 IV OPERATING E CO . a L a a 4/1 2/2024 N >LLI ^ cc N 5 CC BISON Jul 24, 2024 - 3:22 PM - K:\Projects\OilGas\AveryLandservicesLLC\2424-00365_RenCompSta\CADD12424-00365_Ren Compressor Station_PONDS.dwg © KLJ ENGINEERING LLC 2024 PAD CONSTRUCTION NOTE: ) 1 All cut end slopes are to be at 3:1 slopes & / 1 ) / �� / / / / / All fill end slopes are to be at 3:1 slopes 1 I / / �y V i / -- / / �40)N / ryo ) / / / ,� i7 / / / / SW1/4NW1/4, /4, Section 33 cs / / / T.7N., R.62W., 6th P.M. / I I / / / / / 7 7 / / J / / 1 / / ,.z 1 `/ 1 / I I l / / / l / 1 1 / / I / / / / / 1 / i I / / / 1 1 / I/ 1 1 I 11 / / / 1 1 / I 1 / 1 I/ / l I I 1 / / / / / / ( I 11 1 / 1/I / I / l / / / ( / / 1 / I 1 1 //1 / 1 \ I ( / ( / \ \ \1 / / { I IN / / \ \\ 1\ / 1 1 I 1 I\ N / / \\ / / 1 1 i/ J ` \ \ Il / / I, I ` N � / �� \ I \ 1 \ I \ ` \ ` I / / I I \ \ \ ) 1 \ /1i / \ \` N 1 \ 1 1 1 / 1 \ / I \ / I ` I� / ) 1 \ ` 1 I t / \ I \ / I I I \ ` \ I \ \ // / / I , I 1 1 1 \ \ / I 1 \ \ \ \ I \ \ / / / 1 , I 1 \ \ \ ( Total Pad Ref lamation I 1 I 1 \ \ \ \ \ \ \ / I 1 I I \ �� \ \ \ \ \ / / 1 \ I 1 N N �s \ N l N / I \ \\ \ \ \ / / / N 1 I I ` ` I I I I ( I / 1 ) \ l \ \ I 1 1 / 1 ! \ I\ II I 1 \ l / II 1 1 I / 1 I I 1 / / / I N 1 / \\ I I I I I 1 . ) / I I I ` 1 I / / 1 1 1 \ 1 II I I I \ / / 1 1 1 1 / \ I I I I I/ I H II \ I ` / / / I N N I I 1 / 1 11 I / / N N l / 1 1 1 /1/Line! 11 I / I I � 1 1 1 fii / I / (Reclaimed) 1 1 I / 1 _,___I_,�___.11.__1_ 1 I / / I I I / 1 / J Access 1 I / y 1 1J 1 i 7 1 Road 1 l 1 1 / / v r — —�l---�--J�---I- 1 I 1 I 1 J / 1 / 1 / / �2 I I 1 1 / 1 / t / 1 1 I / / / I / 1 1 1 7 7 / / / / / / �� I / // /1/ / / , -) rJ 1 1 / / / / 1 1 / / / / / / / / / / 1 I 1 I I I / V / l/ l 1 j / / / 1 1 1 / / / / 1 / / 7 / / y/ N / ___. _f __ _. —I --- ---II--- ---1 -----i I I I I / 1 1 1 / <Oa / / g2o� / / / I I 1 /\ 1 1 1 ) 7 i / l / l I ( 1 —_—� --\7...... \ I NW1 /4SW1 /4, Section 33 / / I I I 1 0� / / 1 / T.7N., R.62W., 6th P.M. / / I I / / N \ / iv-/ ,2 / I I l / \ / / / / i/ I / / V / 40 0 Ren Compressor Station Final Reclamation Layout 40-.r 80 SCALE FEET NOTE: The drawings presented herein are based upon third -party survey data of existing utilities and features. KU cannot attest to the accuracy of this information. 0 IV OPERATING E CC . a a a a 4/1 2/2024 Is v 0 0 O CC cr 0 0 • 4 aN zd- �N 2 B SON Jul 24, 2024 - 3:22 PM - K:\Projects\OilGas\AveryLandservicesLLC\2424-00365_RenCompSta\CADD12424-00365_Ren Compressor Station_P0NDS.dwg © KLJ ENGINEERING LLC 2024 Ren Compressor Station Erosion & Sediment Control Notes STANDARD EROSION AND SEDIMENT CONTROL PLAN NOTES 1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION. 2. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM WELD COUNTY PUBLIC WORKS. 3. CLEARING, GRUBBING, AND TOPSOIL STRIPPED SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THE E&S PLAN. 4. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN. 5. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAP(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN. 6. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY WELD COUNTY PUBLIC WORKS. 7. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 8. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION. 9. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER. 10. ALL SEDIMENT REMOVED FROM BMPS SHALL BE PLACED WITHIN THE RIGHT-OF-WAY EXCEPT IN WETLAND AREAS OR AS OTHERWISE DESCRIBED IN THE PLAN DRAWINGS. 11. AREAS WHICH ARE TO BE TOP SOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL. 12. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE P ERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT. 13. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS 14. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION. 15. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND P ROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE. 16. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT N ON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. 17. IF EARTH DISTURBANCE ACTIVITIES ARE TO CEASE FOR MORE THAN 4 DAYS, THE OPERATOR S HALL STABILIZE ANY AREAS DISTURBED BY THE ACTIVITIES. DURING NON -GERMINATING P ERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE N OT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION S PECIFICATIONS. DISTURBED AREAS WHICH ARE AT FINISHED GRADE OR WHICH WILL NOT BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS. ACCESS AREAS THAT CONTINUE TO BE DISTURBED WILL BE STABILIZED ONCE ACTIVITY IS COMPLETE. 18. AT STREAM CROSSINGS, 50' BUFFER AREAS SHOULD BE MAINTAINED. ON BUFFERS, CLEARING, SOD DISTURBANCES, EXCAVATION, AND EQUIPMENT TRAFFIC SHOULD BE MINIMIZED. ACTIVITIES SUCH AS STACKING LOGS, BURNING CLEARED BRUSH, DISCHARGING RAINWATER FROM TRENCHES, WELDING PIPE SECTIONS, REFUELING AND MAINTAINING EQUIPMENT S HOULD BE ACCOMPLISHED OUTSIDE OF BUFFERS. 19. MULCH WITH NETTING OR EROSION CONTROL MATS MUST BE INSTALLED ON ALL SLOPES 3:1 AND STEEPER AND WITHIN 100' OF SPECIAL PROTECTION WATERS OR 50' OF SURFACE WATERS 20. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THE SITE. N C N �a ozs N CC C) cc WBISON IV OPERATING Jul 24, 2024 - 3:23 PM - K:\Projects\OilGas\AveryLandServicesLLC\2424-00365_ RenCompSta\CADD12424-00365_Ren Compressor Station_PONDS.dwg © KLJ ENGINEERING LLC 2024 GENERAL NOTES 1. SHOULD ARTIFACTS OF POTENTIAL HISTORICAL SIGNIFICANCE BE ENCOUNTERED DURING EXCAVATION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY CLIENT AND DISCONTINUE EXCAVATION IN THE AFFECTED AREA UNTIL OTHERWISE NOTIFIED BY THE CLIENT OR ENGINEER. ANY DAMAGE TO A DESIGNATED ARCHEOLOGICAL SITE AS A RESULT OF CONTRACTOR NEGLIGENCE SHALL BE THE SOLE RESPONSIBILITY OF CONTRACTOR. 2. DO NOT PERFORM ANY GRADING OR GRUBBING OPERATION SO AS TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW ONTO ADJOINING PROPERTIES, STREETS, OR INTO NATURAL WATERCOURSES. 3. THE CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE OWNER AND ENGINEER. 4. CONTRACTOR SHALL MAINTAIN A SET OF AS -BUILT DRAWINGS WITH ALL CHANGES IDENTIFIED. THE AS -BUILT FIELD DRAWINGS SHALL BE SUBMITTED TO CLIENT AT PROJECT COMPLETION. SAFETY 5. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY OF HIS OWN PERSONNEL, ALL VISITORS TO THE SITE, AND THE GENERAL PUBLIC. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS OF ALL APPLICABLE HEALTH AND SAFETY STANDARDS INCLUDING, BUT NOT LIMITED TO, OSHA 29 CFR PARTS 1910 AND 1926 FOR GENERAL CONSTRUCTION. 6. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF DUST CONTROL. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL DURING ALL PHASES OF SITE PREP, EARTHWORKS AND GRADING. 7. UNLESS A SAFE EXCAVATION/TRENCH DEPTH IS SPECIFICALLY IDENTIFIED DURING THE PRECONSTRUCTION SAFETY ASSESSMENT BY QUALIFIED PERSONNEL, WHERE PERSONNEL ENTER EXCAVATIONS 4 FEET OR MORE IN DEPTH, PROTECT THE EXCAVATION WITH A SUPPORT SYSTEM OF SLOPING, SHORING, BRACING OR BY USE OF A TRENCH BOX MEETING OSHA SAFETY STANDARD; INSPECT SHORING AND/OR BRACING SYSTEMS DAILY AND AFTER RAINSTORMS OR OTHER HAZARD -INCREASING OCCURRENCE. ALSO PROVIDE SUCH PROTECTION IN EXCAVATIONS LESS THAN 4 FEET DEEP WHERE HAZARDOUS EARTH MOVEMENT MAY BE EXPECTED. 8. ALL CONTRACTORS PERFORMING SUBSURFACE EARTHWORKS MUST CONTACT 811 AT LEAST 3 BUSINESS DAYS PRIOR TO EXCAVATION AND AS REQUIRED BY LAW. TOPSOIL, CLEARING AND GRUBBING 9. CONTRACTOR SHALL CLEAR AND GRUB PROJECT AREA PRIOR TO PERFORMING ANY EARTHWORKS. HOLES RESULTING FROM REMOVAL OF VEGETATION SHALL BE BACKFILLED, COMPACTED AND GRADED IN ACCORDANCE WITH THIS DRAWING PACKAGE, GENERAL NOTES AND SPECIFICATIONS WHERE APPLICABLE. 10. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL INCLUDING, BUT NOT LIMITED TO VEGETATION, ROCK, DEBRIS, EXCESS SOILS, DEMOLITION MATERIALS, AND CONSTRUCTION MATERIALS. ACQUISITION OF OFF -SITE DISPOSAL AREA IS THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE INDICATED BY CLIENT. 11. PERFORM ALL CLEARING, GRUBBING AND EARTHWORKS IN CONFORMANCE WITH APPLICABLE STATE AND FEDERAL REQUIREMENTS, INCLUDING REQUIREMENTS FOR HANDLING, REMOVING AND DISPOSING OF CONTAMINATED SOIL, IF APPLICABLE. 12. NO VEGETATION OVERHANGING THE CONSTRUCTION AREA, BUT ROOTED OUTSIDE SAID AREA, SHALL BE REMOVED WITHOUT APPROVAL FROM THE CLIENT OR CONSTRUCTION MANAGER. 13. SHOULD THE CONTRACTOR DISCOVER THAT THE DEPTH OF TOPSOIL EXCEEDS THE DEPTH INDICATED ON THE PLANS, CONTRACTOR SHALL NOTIFY THE CLIENT AND ENGINEER IN WRITING TO DETERMINE IF ANY REVISIONS TO THE EARTHWORKS QUANTITIES AND DESIGN ARE REQUIRED. UNDER SUCH CIRCUMSTANCES THE CONTRACTOR SHALL NOT PROCEED WITH TOPSOIL REMOVAL UNTIL DIRECTED TO DO SO BY THE CLIENT OR CONSTRUCTION MANAGER. GRADING AND COMPACTION 14. WHERE A GEOTECHNICAL REPORT EXISTS FOR THIS PROJECT, CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND ADHERING TO THE REQUIREMENTS OF THE REPORT. SHOULD A DISCREPANCY BETWEEN THE PROJECT SITE GEOTECHNICAL REPORT AND THESE PLANS EXIST, CONTRACTOR TO INFORM THE ENGINEER IN WRITING BEFORE PROCEEDING WITH EARTHWORKS ACTIVITIES. CONTRACTOR SHALL NOT PROCEED WITH EARTHWORKS ACTIVITIES UNTIL DIRECTED TO DO SO BY THE ENGINEER AND CLIENT. 15. CONTRACTOR SHALL PROPERLY DISPOSE OF EXCESS EXCAVATED MATERIAL OFF SITE UNLESS DIRECTED OTHERWISE BY THE CLIENT OR ENGINEER. 16. ONSITE EXCAVATED MATERIAL STORAGE SHALL BE IN THE LOCATION INDICATED BY THE CLIENT OR AS INDICATED ON THESE PLANS. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES FOR THE SOIL STOCKPILES AS APPROPRIATE. 17. ANY ROCK UNEARTHED DURING EXCAVATION WITH A LONG AXIS LENGTH THAT EXCEEDS 5 INCHES AND IS NOT REQUIRED FOR SITE DEVELOPMENT, SHALL BE DISPOSED OF BY THE CONTRACTOR UNLESS INDICATED OTHERWISE BY THE CLIENT OR ENGINEER. 18. CONTRACTOR TO PROVIDE AND VERIFY THAT ADEQUATE COMPACTION HAS BEEN ACHIEVED PRIOR TO INDEPENDENT CONFIRMATION OF COMPACTION BY A QUALIFIED INSPECTOR. OPTIMUM MOISTURE CONTENT AND MAXIMUM COMPACTED DENSITY TO BE INDICATED IN THESE DRAWINGS OR IN THE ASSOCIATED GEOTECHNICAL REPORT. ON SPEC MATERIAL TO BE PLACED AND COMPACTED IN 6 -INCH HORIZONTAL LIFTS. 19. COMPACTION TO BE VERIFIED BY NUCLEAR METHOD PER ASTM D-6938 OR BY AN EQUIVALENT METHOD APPROVED BY THE ENGINEER. 20. COMPACTION TESTING FREQUENCY FOR ROADS AND PARKING AREAS SHALL BE 1 TEST (ASTM D-6938) PER 12 FT. OF WIDTH PER 500 FT. OF LENGTH, OR FRACTION THEREOF PER 6" LIFT UNLESS INDICATED OTHERWISE IN THESE PLANS OR IN THE ASSOCIATED GEOTECHNICAL REPORT. Ren Compressor Station General Notes 21. COMPACTION TEST FREQUENCY FOR AREAS UNDER STRUCTURAL FOUNDATIONS SHALL BE 1 TEST (ASTM D-6938) FOR EACH 1,000 FT2 OR FRACTION THEREOF PER 6" LIFT, UNLESS INDICATED OTHERWISE IN THESE PLANS OR IN THE ASSOCIATED GEOTECHNICAL REPORT. 22. COMPACTION TEST FREQUENCY FOR DETENTION OR RETENTION POND FILL EMBANKMENTS OR ANY EMBANKMENT IMPOUNDING WATER SHALL BE A MINIMUM OF 1 TEST (ASTM D-6938) PER 2,500 FT2 OR FRACTION THEREOF PER 6" LIFT UNLESS INDICATED OTHERWISE IN THESE PLANS OR IN THE ASSOCIATED GEOTECHNICAL REPORT. 23. COMPACTION TEST FREQUENCY FOR REMAINING AREAS (NOT INCLUDING STRUCTURAL FOUNDATIONS, ROADS AND DETENTION POND EMBANKMENTS) IN NON -HEAVY LOADING AREAS SHALL BE 1 SPOT CHECKS PER 40,000 FT2 PER 6" LIFT IN FILL AREAS UNLESS INDICATED OTHERWISE IN THESE PLANS OR IN THE ASSOCIATED GEOTECHNICAL REPORT. 24. CONSTRUCTION MANAGER, INSPECTOR AND/OR ENGINEER MAY REQUIRE THAT MORE COMPACTION TESTS ARE NEEDED BASED ON FIELD OBSERVATIONS. THE RECOMMENDED NUMBER OF COMPACTION TESTS INDICATED IN THESE GENERAL NOTES CONSTITUTES THE MINIMUM NUMBER OF TESTS; MORE TESTS MAY BE WARRANTED BASED ON FINDINGS IN THE FIELD. 25. THE CONTRACTOR SHALL SCARIFY SUBGRADE 6" (MIN.) WITH A MOISTURE CONDITION AND COMPACT TO 95% MAXIMUM ACHIEVABLE DENSITY IN ACCORDANCE WITH ASTM D-698 UNLESS INDICATED OTHERWISE IN THESE PLANS. 26. HORIZONTAL LIFTS OF NON -GRAVEL MATERIAL TO BE COMPACTED IN 6" (MAX) LIFTS TO 95% MAXIMUM DENSITY (MINIMUM) AT OPTIMUM MOISTURE CONTENT (-2% TO +2%) TO ACHIEVE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698 UNLESS INDICATED OTHERWISE IN THESE PLANS. HORIZONTAL LIFTS OF GRAVEL MATERIAL TO BE COMPACTED IN 6" (MAX) LIFTS TO 90% MAXIMUM DENSITY (MINIMUM) AT OPTIMUM MOISTURE CONTENT (+ OR - 2%) TO ACHIEVE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 UNLESS INDICATED OTHERWISE IN THESE PLANS. SHOULD A DISCREPANCY BETWEEN THE PROJECT SITE GEOTECHNICAL REPORT AND THESE PLANS EXIST, CONTRACTOR TO INFORM THE ENGINEER IN WRITING BEFORE PROCEEDING WITH SOIL LIFT PLACEMENT AND COMPACTION. 27. WHERE SUFFICIENT EXCAVATION MATERIAL IS NOT AVAILABLE FOR FILL AND "BORROW MATERIAL" IS REQUIRED; BORROW MATERIAL SHALL BE OBTAINED FROM SOURCES SHOWN IN THIS DRAWING PACKAGE OR OTHER SOURCES APPROVED BY THE ENGINEER. OVERBURDEN TO BE REMOVED FROM BORROW SITE PRIOR TO OBTAINING BORROW MATERIAL. ENGINEER APPROVED BMP AND EROSION CONTROL MEASURES TO BE PROVIDED BY CONTRACTOR FOR ANY BORROW LOCATIONS. 28. BLASTING IS NOT PERMITTED, UNLESS AUTHORIZED IN WRITING BY THE ENGINEER AND CLIENT. 29. ALL ESTIMATES OF QUANTITIES ARE FOR INFORMATION PURPOSES ONLY. 6" OF TOPSOIL HAS BEEN REMOVED FROM THE EXISTING CAD SURFACE PRIOR TO PERFORMING EARTHWORKS CALCULATIONS UNLESS NOTED OTHERWISE IN THESE PLANS. CONTRACTOR AND SUBCONTRACTOR ARE RESPONSIBLE FOR DETERMINING ALL QUANTITIES. 30. THE CUT AND FILL VOLUMES PROVIDED IN THIS DRAWING PACKAGE ARE LISTED AS BANK (I.E. IN -SITU) VOLUMES UNLESS INDICATED OTHERWISE. UNLESS STATED ELSEWHERE IN THIS DRAWING PACKAGE OR IN THE APPLICABLE GEOTECHNICAL REPORT, CONTRACTOR TO ASSUME A 25% VOLUMETRIC CHANGE OF EXCAVATED SOILS (BULKING/SHRINKAGE FACTOR) FOR THE PURPOSES OF EARTHWORKS TRANSPORT, STORAGE AND STOCKPILING. SOIL MATERIAL PLACED AND COMPACTED PER THE REQUIREMENTS OF THESE PLANS IS ASSUMED TO BE HAVE A 1:1 RATIO FOR EXCAVATED (BANK) TO PLACED EARTHWORKS VOLUMES; ANY OBSERVED VOLUMETRIC CHANGE IN THE SOILS (EXPANSION AND/OR SHRINKAGE) OF THE PLACED AND COMPACTED MATERIALS THAT IS NOT AT A 1:1 RATIO SHALL BE REPORTED TO THE CLIENT AND ENGINEER BY THE CONTRACTOR. 31. ALL STOCKPILES SHOWN IN THESE PLANS ARE ASSUMED TO HAVE 2H:1V SIDE SLOPES. MAXIMUM STOCKPILE HEIGHT IS ASSUMED TO BE 10 FT. CONTRACTOR SHALL NOT CREATE STOCKPILES WITH SIDE SLOPES GREATER THAN 2:1 OR HEIGHTS GREATER THAN 10 FT. WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OR UNLESS INDICATED OTHERWISE IN THESE PLANS. THE STOCKPILE FOOTPRINTS SHOWN IN THESE PLANS ARE ASSUMED TO HAVE AN EXPANSION FACTOR OF 1.25. 32. CONTRACTOR TO FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IDENTIFIED SHALL BE BROUGHT TO THE INSPECTOR'S OR CONSTRUCTION MANAGER'S ATTENTION AND RECONCILED WITH THE ENGINEER PRIOR TO CONSTRUCTION. 33. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ALL EXISTING DISTURBED AREAS, FENCES, WALLS, SHEDS OR ANY OTHER STRUCTURES DAMAGED DURING CONSTRUCTION ACTIVITIES TO EQUAL OR BETTER CONDITION. ANY DAMAGE TO ADJACENT PROPERTY OFF OF THE CLIENT'S PROPERTY SHALL BE REPORTED TO THE CLIENT'S REPRESENTATIVE FOR AUTHORIZATION PRIOR TO SAID REPAIRS. 34. ALL EARTHWORKS SHALL CONFORM TO ELEVATIONS AND GRADES DESIGNATED IN THIS DRAWING PACKAGE. ALLOWABLE TOLERANCES ARE ± 0.10 FEET OF FINISHED FINAL GRADE (FG) FOR ALL EARTHWORKS UNLESS INDICATED OTHERWISE IN THIS DRAWING PACKAGE OR BY THE ENGINEER. 35. CONTRACTOR TO PROVIDE BEST MANAGEMENT PRACTICES (BMP) FOR STORMWATER RUNOFF AND SEDIMENT CONTROL IN ACCORDANCE WITH STATE AND FEDERAL GOVERNMENT REQUIREMENTS. IN PARTICULAR, BMP SHALL CONFORM WITH THE FEDERAL CLEAN WATER ACT'S NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORMWATER REGULATIONS REQUIREMENTS. DO NOT PERFORM ANY GRADING OR GRUBBING OPERATION SO AS TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW ONTO ADJOINING PROPERTIES, STREETS, OR INTO NATURAL WATERCOURSES. 36. ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED AND FUNCTIONAL PRIOR TO ANY OTHER EARTH DISTURBING ACTIVITY. ALL OTHER STRUCTURAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS SOON AS THE CONSTRUCTION ACTIVITIES, AROUND WHICH THEY ARE BASED, COMMENCE. 37. IMPORTED FILL TO MEET ASTM D-1241 SPECIFICATION FOR TYPE I, GRADE B MATERIAL AS FOLLOWS UNLESS INDICATED OTHERWISE IN THIS DRAWING PACKAGE: A. 100% SOIL MATERIAL FINER THAN 2 -INCH SIEVE.75% - 95% SOIL MATERIALS FINER THAN 1 -INCH SIEVE. B. 40% - 75% SOIL MATERIALS FINER THAN NO. 3/8 SIEVE. C. 30% - 60% SOIL MATERIALS FINER THAN NO. 4 SIEVE. D. 20% - 45% SOIL MATERIALS FINER THAN NO. 10 SIEVE. E. 15% - 30% SOIL MATERIALS FINER THAN NO. 40 SIEVE. F. 5% - 15% SOIL MATERIALS FINER THAN NO. 200 SIEVE. G. MAXIMUM LIQUID LIMIT OF 25. H. PLASTICITY INDEX (PI) 6 (MAX). I. MAXIMUM EXPANSIVE POTENTIAL 0.5%. 38. THE SPOT CUT/FILL VALUES SHOWN ON THESE DRAWINGS (WHEN APPLICABLE) ARE FOR PROPOSED GROUND VS. SCRAPED (I.E. TOPSOIL REMOVED) GROUND (E.G. +0.7 MEANS THAT THE PROPOSED GROUND IS 0.7 FT ABOVE THE SCRAPED GROUND). 39. THE PREFERRED LOCATION(S) FOR PLACEMENT OF HEAVY LOADS ARE IN AREAS OF CUT. IF ANY HEAVY LOADS (E.G. MLVTS, MINION TANKS, ETC.) ARE INTENDED TO BE PLACED ON THE PAD IN FILL AREAS, THE LOAD(S) MUST BE PLACED A MINIMUM OF 30 LINEAR FEET FROM THE EDGE OF THE PAD. THIS REQUIREMENT IS TO PROVIDE ADEQUATE SPACING TO PROTECT AGAINST SLOPE STABILITY ISSUES AND TO PROVIDE SAFE WORKING CONDITIONS IN ACCORDANCE WITH ENGINEERING BEST PRACTICES. CONTRACTOR SHALL CONTACT ASCENT GEOMATICS SOLUTIONS ENGINEERING DEPARTMENT SHOULD A DISCREPANCY BETWEEN THIS REQUIREMENT AND THESE PLANS BE IDENTIFIED AND/OR IF THE CONTRACTOR SEEKS CLARIFICATION ON WHAT CONSTITUTES "HEAVY LOADS". 40. HORIZONTAL LIFTS OF FILL SOIL MATERIAL (NON -GRAVELS) DIRECTLY BENEATH AND WITHIN 5.0 FT OF THE WATER TANK TO BE COMPACTED IN 6" (MAX) LIFTS TO 95% MAXIMUM DENSITY (MINIMUM) AT OPTIMUM MOISTURE CONTENT (-2% TO +2%) TO ACHIEVE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557; A MINIMUM OF THREE (3) COMPACTION TESTS PER 6" LIFT (COMPACTED THICKNESS) SHALL BE PERFORMED FOR THE FILL AREAS DIRECTLY BENEATH AND WITHIN 5.0 FT OF THE WATER TANK TO CONFIRM THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED. FINAL GRADE AND ACCEPTANCE 41. FINAL GRADE TO MAINTAIN POSITIVE (I.E. OFFSITE) DRAINAGE ACROSS THE ENTIRE PROJECT SITE UNLESS SPECIFICALLY INDICATED OTHERWISE IN THIS DRAWING PACKAGE. 42. SETTLEMENT OR WASHBOARDING THAT OCCURS IN GRADED OR BACKFILLED AREAS PRIOR TO ACCEPTANCE OF THE WORK SHALL BE REPAIRED AND GRADES REESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL CHARGE TO CLIENT. 43. FINAL SUBGRADE (AS APPLICABLE) TO BE PROOF ROLLED BY A TRUCK WITH A REAR AXLE LOAD OF APPROXIMATE 16,000 LBS./AXLE AND ACCEPTED BY THE INSPECTOR OR CONSTRUCTION MANAGER PRIOR TO FINAL ACCEPTANCE OF SUBGRADE AND PLACEMENT OF GRAVEL TOP LAYER. REMOVE AND REPLACE ANY SOFT MATERIAL WHICH EXHIBITS PERMANENT SUBGRADE DEFORMATION EXCEEDING 0.5". SITE COORDINATES NOTES 44. SITE COORDINATES AND DESIGN ARE GROUND VALUES BASED ON A LOW DISTORTION PROJECTION (LDP). THIS LDP IS BASED ON THE NORTH AMERICAN DATUM OF 1983, U.S. SURVEY FOOT WITH A LATITUDE ORIGIN OF 40.655085°N A CENTRAL MERIDIAN LONGITUDE OF 104.086861°W, A SCALE FACTOR ON THE CENTRAL MERIDIAN OF 1.000232 (EXACT), A FALSE NORTHING OF 100,000 AND A FALSE EASTING OF 300,000. THE LDP BASIS OF BEARINGS IS GEODETIC NORTH. 45. BEARINGS AND DISTANCES SHOWN ARE GROUND VALUES BASED ON THE LDP NOTED ABOVE. 46. CONTRACTOR TO FIELD VERIFY LOCAL BENCHMARKS /MONUMENTS BEFORE STARTING CONSTRUCTION. CONTRACTOR MAY BE REQUIRED TO RECTIFY TRUE COORDINATES TO MATCH THE NORTHINGS AND EASTINGS SHOWN IN THIS PLAN SET. ANY CONFLICTS WITH LOCAL COORDINATES SHALL BE DISCUSSED WITH FIELD ENGINEER. GEOTECHNICAL REPORT 47. ASCENT GEOMATICS WAS NOT PROVIDED WITH A GEOTECHNICAL REPORT TO AID IN THE PREPARATION OF THIS GRADING PLAN. TITLE REPORT 48. ASCENT GEOMATICS SOLUTIONS WAS NOT PROVIDED A TITLE REPORT FOR THIS SITE. ALL RECORDED DOCUMENTS REFERENCED ON THESE PLANS WERE DOWNLOADED FROM RESEARCH VIA THE WELD COUNTY CLERK AND RECORDER. ASCENT GEOMATICS SOLUTIONS MAKES NO GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED, TO THE COMPLETENESS OF ENCUMBRANCES TO THE SUBJECT PROPERTY. PROJECT SPECIFIC NOTES 49. PAD TO BE CAPPED WITH CDOT CLASS 6 AGGREGATE BASE COURSE (ABC) UNLESS INDICATED OTHERWISE IN THESE PLANS OR BY THE CLIENT. ABC TO BE COMPACTED IN 6" (MAX) LIFTS TO 95% MAXIMUM DENSITY (MINIMUM) AT OPTIMUM MOISTURE CONTENT (-2% TO +2%) TO ACHIEVE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698 UNLESS INDICATED OTHERWISE IN THESE PLANS. N O N N C ti N W CC C) a) cc WBISON IV OPERATING KLJ Jul 24, 2024 - 3:23 PM - K:\Projects\OilGas\AveryLandServicesLLC\2424-00365_RenCompSta\CADD12424-00365_Ren Compressor Station_PONDS.dwg © KLJ ENGINEERING LLC 2024 TYPICAL V -SHAPED CHANNEL CROSS-SECTION GRASS -LINED V4 .xi \\/ FILTER FABRIC TYPICAL PARABOLIC CHANNEL CROSS-SECTION �!k!4r4��/I►\t y //\ • \%\ \, WITH CHANNEL LINER I v& A 6" - 9„ KEY IN FABRIC Ren Compressor Station BMP Typical Details KEY IN FABRIC WITH ROCK CENTER FOR BASE FLOW FILTER FABRIC TYPICAL TRAPEZOIDAL CHANNEL CROSS-SECTION v,, OVERCUT CHANNEL 2" TO ALLOW BULKING DURING SEEDBED PREPARATION AND GROWTH OF VEGETATION. DESIGN DEPTH IVkj,I it FILTER FABRIC TYPICAL GRASS -LINED CHANNELS \ �\ \)/\\>/\\\ WITH ROCK CENTER FOR BASE FLOW UNGROUTED RIPRAP AS SPECIFIED EXISTING GRADE UNDISTURBED SUB -GRADE RIPRAP 2'-0" MINIMUM SCALE: NOT TO SCALE PROPOSED CHANNEL PS P`PN S oAC \\c 18" MINIMUM 9" BEDDING GRAVEL -\\Y COMPACTED SUB -GRADE UNDISTURBED SUB -GRADE SCALE: NOT TO SCALE TRACKING WITH MACHINERY UP AND DOWN NN THE SLOPE PROVIDES GROOVES THAT WILL CATCH SEED, RAINFALL, AND REDUCE RUNOFF. 50' NN TRACKING 6" MIN. 3 1 MAXIMUM : GROOVES WILL CATCH SEED, FERTILIZER, \ \ \ \ MULCH, RAINFALL, AND DECREASE RUNOFF. \\,\ • NOTES: 1. DETAIL SHOWS VERTICAL TRACKING. ACTUAL TRACKING MAY BE HORIZONTAL i �\ CONTOUR FURROWS \/\ i/\\ /"/ ''• / SURFACE ROUGHENING BY TRACKING AND CONTOUR FURROWS N O 17-F ti C N w Ix C) CC CO CO 0 6 N z4 f?) NJ SCALE: NOT TO SCALE WBISON Id OPERATING; KLJ Jul 24, 2024 - 3:23 PM - K:\Projects\OilGas\AveryLandServicesLLC12424-00365_RenCompSta\CADD12424-00365_Ren Compressor Station_PONDS.dwg © KLJ ENGINEERING LLC 2024 CULVERT END SECTION FLOW ROCK SOCK BACKFILL UPSTREAM OF WATTLE CULVERT INLET PROTECTION PLAN 10" MIN. KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP KEY IN ROCK SOCK 2" ON EARTH CULVERT INLET PROTECTION L D (12" MIN.) ROCK SOCK SECTION A SECTION B SCALE: NOT TO SCALE GENERAL INLET PROTECTION INSTALLATION NOTES: 1. SEE PLAN VIEW FOR: - LOCATION OF INLET PROTECTION. - TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IP.4, IP.5, IP.6). Ren Compressor Station BMP Typical Details 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. INLET PROTECTION MAINTENANCE NOTES: 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR 1/4 OF THE HEIGHT FOR STRAW BALES. 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 6. WHEN INLET PROTECTION AT AREA INLET IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. FLARED END SECTION STABILIZED SOIL (SEE NOTE 4) CULVERT OUTLET PROTECTION PLAN VIEW FLOW 00 STABILIZED SOIL (SEE NOTE 4) III SECTION VIEW RIPRAP PROTECTION GEOTEXTILE FABRIC N O N N C ti C 133 0 U OULET PROTECTION NOTES: 1. THE MINIMUM THICKNESS OF RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 4". 2. INSTALL FABRIC TO PREVENT SOIL EROSION BENEATH RIPRAP. 3. RIPRAP MAY BE INSTALLED USING MECHANICAL EQUIPMENT, AVOID DAMAGING FABRIC. 4. STABILIZED ALL DISTRIBUTED AREAS IMMEDIATELY AFTER CONSTRUCTION. 5. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS AND SPRING SNOWMELT. REPAIR AS REQUIRED. SCALE: NOT TO SCALE N w Ix C) cc WBISON IV OPERATING KLJ Jul 24, 2024 - 3:23 PM - K:\Projects\OilGas\AveryLandServicesLLC\2424-00365_ RenCompSta\CADD12424-00365_Ren Compressor Station_PONDS.dwg © KLJ ENGINEERING LLC 2024 iga c. MATCH EXISTING GRADE �� J AASHTO #1 ROCK (8" MIN. THICK) EXTENDING 251-0" MIN. ON BOTH APPROACHES TO WASH RACK AASHTO #1 ROCK CONSTRUCTION ENTRANCE Ren Compressor Station BMP Typical Details AASHTO #1 ROCK (8" MIN. THICK) SECTION B -B GEOTEXTILE TYPICAL CORRUGATED STEEL PANEL WASH RACK AASHTO #1 ROCK SECTION A -A SCALE: NOT TO SCALE N O N ti c a � AASHTO #1 ROCK CONSTRUCTION ENTRANCE NOTE: WASH RACK ONLY REQUIRED IN HQ OR EV WATERSHED AREAS. TYPICAL ROCK CONSTRUCTION ENTRANCE ACCEPTABLE IN ALL OTHER AREAS. REASONABLE METHODS WHICH ARE SANCTIONED BY THE LOCAL GOVERNING BODY AS ALTERNATIVES TO INSTALLATION OF TIRE WASH STATIONS ON PUBLIC ROAD ACCESS POINTS FOR GATHERING PIPELINE PROJECTS IN EV/HQ WATERSHEDS INCLUDE: 1. FOR PAVED SURFACE PUBLIC ROADS: USE OF A VACUUM TRUCK SWEEPER OR SWEEPER WITH A CATCH BIN ATTACHMENT. 2. FOR DIRT OR GRAVEL SURFACE PUBLIC ROADS: RIGOROUS MANUAL REMOVAL OF MUD/DIRT FROM VEHICLE/EQUIPMENT TIRES PRIOR TO EXITING CONSTRUCTION SITE, SUPPLEMENTED BY IMMEDIATE RECOVER, BY MANUAL OR MECHANICAL MEANS, OF SOIL WHICH MAY BECOME DISCHARGED ONTO PUBLIC ROADWAYS. DUST CONTROL AND/OR COMPACTION VIA ROLLING OF THE DIRT PUBLIC ROAD SURFACE WILL BE IMPLEMENTED AS NEEDED. A PREDICATE FOR UTILIZING ALTERNATIVE 1 AND 2 ABOVE IS THAT THE ROCK PAD CONSTRUCTION ENTRANCE MUST BE EXTENDED TO A MINIMUM TOTAL LENGTH OF 100 FEET AND MUST BE CONSTANTLY MAINTAINED INCLUDING STRUCTURE THICKNESS TO INSURE ITS EFFECTIVENESS REMAINS INTACT AT ALL TIMES. FREQUENCY OF MECHANICAL AND/OR MANUAL CONTROLS WILL BE DEPENDENT UPON CONSTRUCTION TRAFFIC INTENSITY, WEATHER AND SOIL MOISTURE CONDITIONS. AT A MINIMUM FOR PAVED ROADS - ANY DAY IN WHICH CONSTRUCTION TRAFFIC IS EXITING THE ROCK CONSTRUCTION ENTRANCE, THE VACUUM TRUCK SWEEPER OR SWEEPER WITH A CATCH BIN ATTACHMENT SHALL CLEAN THE ROADWAY AT THE END OF THE WORKDAY AND PRIOR TO ANY FORCASTED RAIN EVENT. THE REQUIREMENT IS TO NOT INTRODUCE SEDIMENT LOAD FROM CONSTRUCTION TRAFFIC ONTO PUBLIC ROAD SURFACES AND INTO ROAD DITCHES WHICH WILL FLOW INTO THE EV/HQ WATER RESOURCES WHICH ARE THE SUBJECT OF THE INCREASED PROTECTION MEASURES. N Ix C) cc WBISON IV OPERATING Jul 24, 2024 - 3:23 PM - K:\Projects\OilGas\AveryLandServicesLLC\2424-00365_ RenCompSta\CADD12424-00365_Ren Compressor Station_PONDS.dwg © KLJ ENGINEERING LLC 2024 Hello