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Home My WebLink About20183805.tiff EXHIBIT INVENTORY CONTROL SHEET Case USR18-0061 - ELEVATION MIDSTREAM, LLC Exhibit Submitted By Description A. Planning Commission Resolution of Recommendation B. Planning Commission Summary of Hearing (Minutes dated 11/20/2018) C. Planning Services PowerPoint Presentation D. Applicant Traffic Narrative (received 11/30/2018) Letter of Response to the Town of Erie (dated E. Applicant 11/30/2018) Email in opposition and Wastewater Disposal Wells F. Cass Lewis Article (received 12/03/2018) G. Lisa Warren Email and noise modeling report (received 12/03/2018) H. Lisa Warren Updated Lighting Plans (received 12/04/2018) I. Lisa Warren Preliminary Closure Plan (received 12/04/2018) Summary of requests, Letter of concern, and images of J. Hazel Frank the site (received 12/05/2018) K. Applicant PowerPoint Presentation L. Applicant Irrigation Plan (received 12/05/2018) M. N. O. P. Q. R. S. T. U. V. 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P t ► , 4111119 ' ,� f-_ Pi dr E4 i a: IIII 7p iii . �_ # �r • — iai iveripler *I.'''. =slI' 0 I sal a lif ii r. W_ . I 1 It - i� ID I ri n P z. .. H4P n Ii 7 ... -., - II � I. I' S . •1 (. _ It-s - `� _ �.! a •= of -- _ n.a- - _ - - - _ It ' 1s , a i.j islaI . • a _ �..2.� _ I u. .1 er 1 . 119 N ow y 1 se 4i'- y y r R rut Mimi . a a. u 11 �_ ` .. _t- t i -''1 - - 1 • I11 At, }y, IpaA _ a� 7t, I 'rio— 1 • o o . a d' yy, f' {{ 6 ! 1" II iu sr �M ' r . .ir . - ,Ilimr ,III,- p Nf z ! ,I ` s N tl e 14 ■� � N a MEM W S oar- t- a . it at-- _ _. •� •' P� y�y __Ali YYY - -. .R a Pa ma A 11 Eli it r „, �. -.- wars �'. —, .— ■' ) _ y._ _ P lam' = !•. .,„ , • ni l i it wow F P . ^R rr it EXHIBIT ELEVATION MIDSTREAM , LLC $ D WELD COUNTY USR APPLICATION ATTACHMENT K - TRAFFIC NARRATIVE Current Conditions : Primary access to the proposed facilities would be from the west and east via Weld County Road ( WCR ) 6 . Recent ( October and November 2013 ) traffic counts at the intersection of Colorado Boulevard ( WCR 13 ) and WCR 6, approximately /2 mile to the west of the property, indicate 1, 692 vehicle west- bound trips on WCR 6 and 1, 092 east- bound trips on WCR6 . Construction/Commissioning of Facilities During construction , Elevation estimates up to 20 personal vehicles for construction workers will be entering and leaving the site each day. Work will be completed during daylight hours and the majority of the vehicles will arrive between 7 :00-8 : 00 am and depart between 5 : 00- 6 : 00 pm Monday through Saturday . Deliveries of construction material and supplies will also occur within these designated times and will be dependent upon the stage of construction and may include the following, depending on the phase of construction : • cement trucks and support vehicles ; • construction crane ( s ) ; • materials trucks including tractor-trailer trucks ; and , • 3rd party contractor trucks . Total vehicle traffic, as noted above, would be highly dependent on the stage of construction . During peak periods of construction Elevation estimates 12 - 15 construction material delivery vehicles could be expected in a single day . Post-construction/Operation : Following completion of construction and commissioning of the facilities , Elevation estimates up to six ( 6 ) personal vehicles for operational workers will be entering and leaving the site each day . The facilities will operate in two ( 2 ) 12 - hours shifts . 100% of site traffic is expected to enter the facilities site from WCR 6 . Thus up to six ( 6 ) vehicles are expected to arrive in the morning hours and depart in the afternoon/evening hours, and six ( 6 ) vehicles will arrive in the afternoon/evening hours and depart in the morning hours . Additionally, delivery trucks and occasional contractor/vendor vehicles are expected to arrive, as needed , primarily during daylight hours . Service vehicles such as vacuum trucks or hydrocarbon trucks may also enter/exit the facility site as needed for normal operations . Since the proposed development is a central gathering facility that will connect to wells in the area by pipeline there is no semi -truck traffic anticipated during operations . Therefore, there are no haul routes proposed and no significant impacts anticipated to the existing County Roads serving the facility as a result of the operation of the facility . EXHIBIT AtASAL - DOlok ELEVATION MIDSTREAM • November 30, 2018 Via Email and First Class Mail through the U. S. Postal Service Town of Erie Planning Division c/o Deborah Bachelder P.O. Box 750 Erie, CO 80516 Email: dbachelder(erieco.gov RE: Weld County Department of Planning Services Case File USR 18-0061 Elevation Midstream, LLC Use by Special Review Referral Comments Dear Ms . Bachelder: Please accept this letter as our response to your comment/request dated August 27, 2018 in the above-noted Weld County Department of Planning Services Case File USR18-0061 . , Additionally, attached is a copy of the Traffic Narrative submitted by Elevation Midstream , LLC ( Elevation) with the completed Use by Special Review application , which was submitted on April 6, 2018 . As noted in the Narrative, Elevation estimates that up to twenty mid-size personal vehicles used by construction workers traveling to and from the planned Badger Centralized Gathering Facility and Toro Compressor Station (Site) will be entering and leaving the Site each day during the construction phase of operations via Weld County Road 6 . Work at the Site will be conducted during daylight hours and the majority of the vehicles will arrive between 7 : 00- 8 : 00 am and depart between 5 : 00-6 : 00 pm Monday through Saturday . Construction material and supply deliveries will also occur during these designated times depending on the stage and phase of construction . During peak periods of construction, Elevation estimates about 12 to 15 construction material delivery vehicles per day . Once the Site is built and fully operational , Elevation estimates up to six personal vehicles used by operational workers will be traveling to and from the site each day via Weld County Road 370 17th Street, Suite 5300 Denver CO 80202 www. ExtractionOG . com P (720) 557-8300 F (720) 557-8301 66264102. 1 Ms. Bachelder Town of Erie November 30, 2018 Page 2 6. The Badger Central Gathering Facility will connect to wells in the area by pipeline that will transport oil, gas, water and other hydrocarbons; therefore, no semi-truck with trailer traffic is anticipated during the operation of the Badger Central Gathering and Compressor Station facilities. Furthermore, because of the nature of the facility, no haul routes are proposed. There is no anticipated significant traffic impact to the existing roads serving the facility, or to the I-25 and Erie Parkway/Summit Boulevard interchange as a result of the operation of the facility. Sincerely, Matthew Eyser Director of Midstream & Marketing Elevation Midstream, LLC Cc: Ghislaine Bruner (w/o enclosures) Lisa A. Warren (w/o enclosures) Chris Gathman, Weld County Planning Department Enclosures : 180326 Weld County Use by Special Review Application : Attachment L - Traffic Narrative 370 17th Street, Suite 5300 Denver CO 80202 www. ExtractionOG .com P (720) 557-8300 F ( 720) 557-8301 66264102. 1 EXHIBIT Selena Baltierra 3 To: Esther Gesick ., • 'r " • Subject: RE : USR18 - 0061 , Elevation Midstream, LLC From : Cass Lewis < cassie472002@yahoo . com > Sent : Monday, December 3 , 2018 5 : 44 AM To : Esther Gesick <egesick@weldgov . com > Subject : USR18 -0061 , Elevation Midstream , LLC Caution : This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe . re : USR18- 0061 , Elevation Midstream , LLC I oppose storing fracking waste water underground . Especially so close to where I live in Broomfield . It is not safe to groundwater and causes small earthquakes . See the the article from National Institute of Health . Let ' s not sacrifice health for cheap energy . Cassandra Lewis 13721 Plaster Pt . # 101 Broomfield Co 80023 https ://www . ncbi . nlm . nih .gov/pmc/articles/ PMC4816143/ Wastewater injected into disposal wells may, in some circumstances, migrate to the surface or into freshwater aquifers . Toxins can migrate to groundwater through leaks, cracks, or nearby abandoned wells, and multiple cases of groundwater contamination associated with wastewater disposal wells have been identified . For example , in southeastern Texas, groundwater near oil and gas disposal wells was found to have higher concentrations of chloride and bromide than was groundwater farther away . 25 In addition , there is growing evidence regarding the seismic hazards associated with the practice of disposing of fracking wastewater into injection wells . In northern Texas, the epicenters of small earthquakes were found to be related to disposal well proximity . 1 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas , . A r Promoting Public Health Research , 'kJ bin Put , . Policy, Practice and. Education _ - 'Elk Ass , J c About Us s ubscriptions Submissions Am J Public Health . 2016 March ; 106(3): 550-556 . PMCID : PMC4816143 Published online 2016 March . doi : [ 10 .2105/AJ PH .2015. 303000] PM ID : 26794166 Wastewater Disposal Wells , Fracking , and Environmental Injustice in Southern Texas Jill E . Johnston , PhD, Emily Werder, MSPH , and Daniel Sebastian , BS Jill E . Johnston is with the Division of Environmental Health , Keck School of Medicine, University of Southern California , Los Angeles . Emily Werder is with the Department of Epidemiology, Gillings School of Global Public Health , University of North Carolina at Chapel Hill . Daniel Sebastian is with the Curriculum on the Environmental and Ecology, University of North Carolina at Chapel Hill. Corresponding author. Correspondence should be sent to Jill E . Johnston , Division of Environmental Health , Keck School of Medicine , 2001 N . Soto St, University of Southern California , Los Angeles , CA 90032 (e-mail : jillj@usc.edu) . Reprints can be ordered at http ://www. ajph .org by clicking the "Reprints" link. CONTRIBUTORS J . E . Johnston developed the framework for the project, drafted the article, and conducted the analysis . E . Werder assisted in data extraction , analysis , and preparing the findings . D . Sebastian assisted in data analysis and developing the figures . All of the authors revised the article. Peer Reviewed Accepted November 19, 2015. Copyright O American Public Health Association 2016 Abstract Objectives. To investigate race and poverty in areas where oil and gas wastewater disposal wells, which are used to permanently inject wastewater from hydraulic fracturing (fracking) operations, arc permitted. Methods. With location data of oil and gas disposal wells permitted between 2007 and 2014 in the Eagle Ford area, a region of intensive fracking in southern Texas, we analyzed the racial composition of residents living less than 5 kilometers from a disposal well and those farther away, adjusting for rurality and poverty, using a Poisson regression. Results. The proportion of people of color living less than 5 kilometers from a disposal well was 1 . 3 times higher than was the proportion of non-Hispanic Whites . Adjusting for rurality, disposal wells were 2 . 04 times (95 % confidence interval = 2 . 02 , 2 .06) as common in areas with 80% people of color or more than in majority White areas . Disposal wells are also disproportionately sited in high-poverty areas . Conclusions. Wastewater disposal wells in southern Texas are disproportionately permitted in areas with higher proportions of people of color and residents living in poverty, a pattern known as "environmental injustice ." https ://www.ncbi .nlm .nih .gov/pmc/articles/PMC4816143/ 1 / 14 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas Waste disposal is an enduring public health problem. Throughout history, waste disposal has often resulted in environmental pollution and, consequently, harm to human health. 1 Waste disposal sites are often unequally distributed and located away from the individuals who receive most of the benefits associated with activities that generate the waste.2-4 Nationwide, a disproportionate number of waste disposal facilities are sited in communities of color, a pattern known as "environmental injustice. "5 , 6 Rural areas, whose residents often face political marginalization, have often been burdened with waste from urban and industrial sources.7, 8 waste facilities, and their unequal distribution, can adversely affect the health of communities in which they are sited. 9 Over the past decade, the United States has experienced a dramatic increase in unconventional oil ' d gas (UOG) development. This technique combines horizontal drilling with the pressurized high-volume injection of fluids to fracture the underground shale and release the oil or gas trapped within, a process known as hydraulic fracturing or "fracking. " Approximately 100 000 UOG wells have been drilled throughout the United States as of 2012 . 10 Each hydraulically fractured well requires an estimated 11 to 19 million liters of water for drilling. 11 In these wells, sand and a complex mixture of chemical additives, many associated with known adverse health risks (e.g. , endocrine disruption and cancer) , are injected along with the water. 12 For every well, an average of 5 .2 million liters of fracking fluid returns to the surface as wastewater. 13 , 14 The management of this wastewater presents a significant public health problem. 12 UOG wastewater contains chemical additives used in the drilling process, along with salts, heavy metals, radioactive material, and hydrocarbons from the subsurface . 15- 18 The vast majority of this wastewater is disposed of via pumping into underground disposal wells . 1 9 'wastewater from oil and gas operations is not considered a hazardous material under federal law and is therefore allowed to be disposed of in class 11 injection wells . These wells are subject to fewer safety requirements than are hazardous waste (class I) wells and are structurally similar to production wells . UOG wastewater is typically pumped directly back into the subsurface, without any treatment or containers for waste.. The term "disposal well" refers to all permitted underground wells for injecting oil and gas wastewater. Wastewater injected into disposal wells may, in some circumstances, migrate to the surface or into freshwater aquifers.20-23 Toxins can migrate to groundwater through leaks, cracks, or nearby abandoned wells, and multiple cases of groundwater contamination associated with wastewater disposal wells have been identified.24 For example, in southeastern Texas, groundwater near oil and gas disposal wells was found to have higher concentrations of chloride and bromide than was groundwater farther away. 25 2 5 In addition, there is growing evidence regarding the seismic hazards y �" � � g g associated with the practice of disposing of fracking wastewater into injection wells . 10,26,27 In northern Texas, the epicenters of small earthquakes were found to be related to disposal well proximity.28- 30 The environmental justice dimensions of UOG development and the fate of its waste products have yet to be characterized. One recent study of the Marcellus shale in Pennsylvania found that UOG operations were concentrated in areas with higher poverty rates but did not find a difference with respect to race. 31 The Eagle Ford shale formation covers 26 counties in the southern and eastern stretches of Texas Figure 1 ) . Eagle Ford ranked first for the volume of oil produced . id fourth for gas production in the United States in 2013 . 32 More than 1000 new disposal wells have been permitted in this region since 2007 , the start of the shale boom. Unlike in Pennsylvania and other major regions of UOG drilling, a large proportion of people of color live in the rural counties overlying the formation. 33 https ://www.ncbi . nlm . nih .govipmciarticles/PM 648161431 2/ 14 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas } S 1� .- ` `ti` \ .,. '1 Fdr -, i ,,-- - . a I . . ' 0- - -"BA c; \ . _ • ,,,6 ii. . f r, l i — !! c I 1 � r -` , —may. W, �• ' • c., IC is '.4 • . ,:. *Ats . fa - j°- , „..? * or • . t IC 'N.. ---_ I i * - * ous'#cr1 al'"Ci 0 00 Thil ',Sig : '7 e esnt4 .i. a .If vri*:* . it'i:IS'iliSIE:f;. * Ifri .....;eviii. .... ehis V :lb " . Silk glir: ' latal' lass 41;16111N° 14; i % se \AV i �i' kik% �t1 O r a s , al I , t. lc an-41 4 %CT li (\ it 4 ei • ell a dr ■ ili 0 C • . us Christ r Laredo * �, III t Unconventional Extraction We I glaia ill • Gas N ' ,, _ Eagle Ford shale counties A t_,.,er_,, ,, , 1 cs ir ,„ , Study area `=tom. i ii kilometers `"- '\ / . Excluded cities 0 20 40 80 120 160 -�__t yam. FIGURE 1 Area and Location of Permits for Unconventional Oil and Gas Extraction Wells : Eagle Ford Shale Region, TX, 2007-2014 In 2013 , the community-based organizations Centro por la Justicia and Southwest Workers ' Union, along with local residents, organized a series of meetings to discuss the social, environmental, and human health dimensions of the extraction, production, and ultimate disposal of oil, natural gas, and its byproducts in the Eagle Ford area. One concern raised at these meetings was the siting of new disposal wells for wastewater with respect to race and ethnicity and their potential impact on local drinking water supplies. The local organizations invited us to partner with them to investigate the racial, ethnic, and economic composition of communities receiving UOG waste in the region. METHODS We defined UOG wells as horizontal wells that were permitted for oil extraction, gas extraction, or both and disposal wells as any permitted for injection or disposal of oil or gas wastewater regulated by the Texas Railroad Commission ( TRRC) . We extracted information on and the location of all horizontal oil, gas, and injection wells permitted by the TRRC from 2007 to 2014 from Drillinglnfo,34 an oil and https ://www.nchi . nlm . nih .govlpmclarticles/PM648161431 3/ 14 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas gas permit, completion, and production mapping database. The study area comprised the 26 counties defined as part of the Eagle Ford Shale formation by the TRR 3 5 plus all adjacent counties (n = 31 ; Figure 1 ) . The database we generated included the following well-specific information: American Petroleum Institute identification number, permit type (oil, gas, disposal, or injection), relevant well dates (permit, spud, completion, and production initiation) , drill direction (horizontal vs vertical), and geocoded well location. Because of variability in reporting between counties, we relied on data from both the permitting and production databases . We used permit, spud, and completion dates to determine when a well was permitted. We used drill direction and permit type to identify USG and injection wells. We mapped wells and generated proximity measures us.' g ArcGIS desktop version 10. 1 (Environmental Systems Resource Institute, Redlands, CA) . We conducted our primary analyses of disproportionate permitting of disposal wells using proportion of people of color categories because an individual's vulnerability to the presence of polluting facilities nearby is modified by the race and ethnicity of other people in their community.3 6 On the basis of US Census 2010 data, we defined the following racial/ethnic categories : non-Hispanic White (non- Hispanics who identified as white and no other race), people of color (all people not categorized as non-Hispanic White), Hispanic of any race, non-Hispanic Black, and non-Hispanic Native American. We used block race/ethnicity—specific population counts. To examine socioeconomic characteristics, we also extracted race/ethnicity and poverty information at the census block group level from the American Community Survey 2009-2013 . 37 There are 147 568 blocks in the study area and 1814 block groups. Populated census blocks in the study area cover an average of 0 .4 square kilometer, which contain 1 to 250 people (median = 17), whereas census block groups range from 9 to 5700 residents (median = 1400) over 9 square kilometers . Because of legal restrictions, waste disposal wells are not located inside densely populated urban areas . We therefore excluded the residents of the 2 major cities in the region: San Antonio and Austin. Furthermore, we calculated the population density of each census block or block group, defined as the number of people per square kilometer. Population density is a measure of rurality, which is strongly associated with land value and availability of land for waste disposal. L. id ownership patterns differ in Texas by race and ethnicity. There are more than 116 000 square kilometers of agricultural and ranchland in the study area (' 80% of the total land area) . Of this land area, only 11 . 9% has a principal owner who identifies as either Black or Hispanic .3 8 We considered residents of census blocks to be near a disposal well if a well was permitted within the block or within a 5-kilometer radius of the census block centroid. We dichotomized census blocks according to the presence or absence of a permitted disposal well. We used a weighted Poisson regression to quantify relationships between race/ethnicity and permitting 1 or more disposal wells within 5 kilometers of a census block since 2007 . We used 2010 census block populations as weights. In density- adjusted models we included variables for the cubic natural logarithm of population density. The cubic polynomial term maximized model fit, as is consistent with previous research. 36 arch. 3 6 We categorized race/ethnicity as the proportion of people of color residing in each census block, using 20 % increments . We conducted a sensitivity analysis of our exposure definition (< 5 km from a disposal well) to less than 3 kilometers and less than 10 kilometers . We conducted a parallel analysis for UOG extraction wells . We replicated these methods at the block group level to analyze the association with poverty and with race adjusted for poverty We defined high-poverty block groups as exceeding the mean percentage of residents living in poverty for the study region (> 18 .6%) . We completed statistical analyses using Stata IC version 14 (StataCorp LP, College Station, TX). https ://www.nchi . nlm . nih .govlpmclarticles/PMC4816143/ 4/ 14 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas Community members cited the contamination of private groundwater wells near drilling and disposal operations as a potential exposure route. Groundwater is the primary source of fresh water for residents in southern Texas . There is little public information about the potential impact of UOG wastewater on groundwater in the region. There is , however, detailed data on the location of domestic groundwater wells in the study region in the Texas Submitted Driller ' s Reports Database, which was compiled by the Texas Water Development Board. The database includes required reporting of new well construction and well repairs since 2001 from registered water well drillers* We identified all wells in the database designated for use as domestic water wells in the study area to approximate locations of private drinking water wells in the region. RESULTS As of December 2014, approximately 35 000 permitted class II injection wells regulated by the TRRC existed across the state of Texas . We identified 1152 disposal wells permitted for oil and gas waste between 2007 and 2014 in the study area . Disposal wells were permitted in 48 of the 57 counties, with an average of 144 new wells permitted each year (Figure A , available as a supplement to the online version of this article at http ://www.ajph.org). We further identified 23 435 permits for UOG wells in the Eagle Ford region from 2007 to 2014 . Both oil and gas are extracted from the region via fracking techniques, with the western part dominated by oil extraction (n = 11 548), whereas the eastern section is primarily natural gas (n = 11 887; Figure 1 ) . More than two thirds of all drilling permits in the region were for unconventional wells . In 2010, approximately 18 million people lived in the 57 counties in and around the Eagle Ford shale region, not including residents of San Antonio and Austin. Of these, 50. 1 % were people of color and 49 . 9% were non-Hispanic White. Among the people of color, 77.0% were Hispanic/Latino , 18 . 0% Black, and 1 . 0% Native American. An estimated 385 000 people ( 13.7% of study area) lived within kilometers of a waste disposal well, whereas 790 000 lived near a UOG extraction well (Table 1 ) . The proportion of people of color living near an injection well was 1 . 30 times higher than was the proportion of non-Hispanic Whites living near an injection well. https ://www.nchi . nlm . nih .govlpmclarticles/PMC4816143/ 5/14 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas TABLE I - acial Composition of Census Blocks in the Study Area Within 5 Km of an oil and Gas Disposal or Where Unconventional Extraction Wells Are Permitted : Eagle Ford Shale Region, TX, 2007-2014 Race/Ethnicity Population Disposal Wella < 5 Km No. Unconventional Wellh < 5 Km, e %) No. (%) White 1 406 086 167 258 ( 11 .9) 418 850 (29. 8) All people of color 1 412 181 217 624 ( 15.4) 372 516 (26.4) Hispanic, any race 1 086 979 181 397 ( 16.7) 281 075 (25. 9) Non-Hispanic Black 253 188 30 202 ( 11 ..9) 70 727 (27.9) Non-Hispanic Native 14 032 2 058 ( 14.7) 3 483 (24. 8) American Total 2 818 267 384 882 ( 13.7) 791 366 (28. 1 ) aDisposal wells receive oil and gas wastewater to inject underground. bUnconventional wells extract oil and gas using hydraulic fracturing ("fracki ng") and horizontal drilling. We further categorized each census block on the basis of the percentage of people of color living in that block (Figure A). Overall, the proportion of residents living near a well was positively associated with the proportion of people of color. In census blocks composed of less than 40 . 0 % people of color, 1O . 0 % of residents had a disposal well sited within 5 kilometers; in areas with 40. 0 % to less than 6O. 0% people of color, 12 .4% of residents had disposal wells nearby; and in areas with 60 .0% to less than 80 .0% people of color, it was 15 . 5% . In areas with 80. 0% or more people of color, the percentage of residents living near a disposal well rose to 18.4% . These ratios were elevated for all areas with 60.0% or more people of color relative to the less than 20.0% people of color area with or without adjustment for rurality. When accounting for rurality, in areas with 80 .0% or more people of color, more than 2. 04 times (95 % confidence interval [CI] = 2. 02 , 2 . 06) as many people had disposal wells permitted nearby than had people in areas with less than 20. 0 % people of color (Figure 2 ; Table A, available as a supplement to the online version of this article at http :/lwww.ajph. org). https ://www.nchi . nlm . nih .govlpmclarticles/PMC4816143/ 6/ 14 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas 2 ,0 Unadjusted J Adjusted for rurality I 1 . n3 a) U C 1 .0 = — — li 0 .5 — V — 1 I 1 I =_- 0 t o c20 20 to < 40 40 to < 60 60 to < 80 80 to 100 People of Color in Block, % o FIGURE 2 Prevalence Ratios Comparing the Percentage of People Living Near an Oil and Gas Disposal Well in Census Block Groups With ? 20% People of Color vs Those With < 20% People of Color, Unadjusted and Adjusted for Rurality: Eagle Ford Shale Region, TX, 2007-2014 Note. The adjustment uses a cubic polynomial of the natural logarithm of population density. Error bars depict 95% confidence intervals . The racial disparities were similar at the block group level, even after adjusting for poverty. In high- poverty block groups, more than 1 . 29 times (95% CI = 1 .28, 1 .30) as many people had a disposal well permitted in their block group or within 5 kilometers of its centroid than did people in low-poverty areas after adjusting for rurality (Table B available as a supplement to the online version of this article at http ://www. ajph. org) . Adjusting for both poverty and rurality, we still found that as the proportion of people of color in the census block group increased, so did the presence of disposal wells (Figure 3 ; Table C, available as a supplement to the online version of this article at http: //www. ajph.org). https ://www.ncbi . nlm . nih .govipmciarticles/PM 648161431 7/14 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas ' Adjusted for rurality Adjusted for rurality and poverty r 1 .5 i T I c 1 .0 - IW a) eL 0.5 - 1 1 1 1 1 > 0to < 20 20 to < 40 40toc60 60 to < 80 80to 100 People of Color in Block Group, 96 FIGURE 3 Prevalence Ratios Comparing the Percentage of People Living Near a Disposal Well in Census Block Groups With > 20% People of Color vs Those With < 20% People of Color, Adjusted for Rurality and Rurality With Poverty: Eagle Ford Shale Region, TX, 2007-2014 Note.. Dichotomized into high and low poverty on the basis of the mean census block group level . Error bars depict 95% confidence intervals . By contrast, the racial disparities related to the location of UOG extraction wells were small but inverse : 29. 8% of non-Hispanic Whites residents (418 850) lived within 5 kilometers of an extraction well compared with 26.4% of people of color (372 516). Non-Hispanic Whites, however, own more than 85 .0% of the land atop the Eagle Ford geological shale formation.3 8 There were 32 817 domestic water wells in the study area according to the Submitted Driller ' s Reports Database as of 2014. Of these wells, 16 . 0% were within 5 kilometers of a waste disposal well and 1 .3% were within 1 kilometer. On average, each disposal well was less than 5 kilometers from 4.5 domestic groundwater wells in the region. The pattern of racial disparities held with changing distances of exposure classification. Using a definition of 3 kilometers, we observed a similar pattern of increasing exposure to disposal wells as the proportion of people of color increased (Table D, available as a supplement to the online version of this article at http ://www. ajph .org). In fact, with a narrower def ition of exposure, we saw that disparities were more pronounced for the blocks of 80% or more people of color with an adjusted prevalence ratio of 2 .32 (95% CI = 2 . 3 0, 2 .36) than for the 5-kilometer radius. By contrast, this relationship attenuated as we increased the radius of exposure to 10 kilometers (Table E, available as a supplement to the online version of this article at http: //www.ajph. org). Nonetheless, the blocks with the highest burden were those with the highest proportion of people of color. https ://www.nchi . nlm . nih .govlpmclarticles/PMC4816143/ 8/ 14 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas DISCUSSION Disposal of wastewater from UOG operations is an important public health concern. As an emerging area of research, there are limited data on the human health and quality of life consequences to local residents near underground oil and gas waste disposal wells . We examined the location of the 1152 underground injection wells permitted by the TRRG since 2007 near the Eagle Ford shale in relation to the race and ethnicity of the people living in proximity to the disposal sites. Our findings mirror a national trend that was notably identified more than 2 decades ago in studies confirming that toxic waste sites were sited disproportionately near people of color. 39 Additionally, we found that disposal wells are more likely to be permitted in communities with higher levels of poverty, although patterns of racial disparities persist after accounting for poverty. Our analysis suggests that this pattern of environmental injustice extends to the Eagle Ford shale region with respect to oil and gas wastewater disposal . We offer further evidence of racial disparities in rural areas . Few studies have examined UOG development in this region or the consequences of underground injection of massive quantities of wastewater. Permitted disposal wells can be actively used for decades, receiving millions of gallons of toxic wastes, whereas the active life of an extraction well is typically a few years .40 The Energy Policy Act of 2005 specifically excludes the underground injection of oil and gas fluids from the Safe Water Drinking Act, which authorizes the Environmental Protection Agency to regulate chemicals in drinking water to protect public health.41 Current regulations allow the oil and gas industry to inject and indefinitely store hazardous materials underground and near drinking water supplies.42 A geochemical analysis of wastewater from the Eagle Ford shale region found levels of chromium, mercury, and arsenic exceeding the maximum contaminant levels set by the Environmental Protection Agency.43 The contamination of groundwater aquifers overlying shale formations would be particularly problematic in southern Texas because these aquifers provide drinking water to the region, including to many rural residents with unregulated private wells. According to an analysis of Environmental Protection Agency records, 70% of disposal wells across Texas had at least 1 violation between 2008 and 2010. More than 4000 of these had test failures for significant leaks.44 Faulty construction or failure in well integrity, such as cracks and cement deterioration, has been linked to groundwater contamination in shale formations.45 Such events can result in gases or liquids leaking outside the cement well; gases or liquids can then migrate up ' I to shallower aquifers . In addition to potential effects on ground and surface water quality and local seismicity, trucks are needed to transport the wastewater to the well site. Increased traffic is associated with adverse effects on local air quality, increased noise, more frequent accidents, and accelerated deterioration of local roads . As UOG drilling proliferates, it is important to evaluate UOG waste disposal siting practices and their potential environmental, public health, and equity implications. Our results demonstrate differences in race in the communities where UOG extraction is occurring compared with race in communities hosting the oil and gas waste disposal sites. Locations of UOG extraction wells are largely dictated by subsurface geology. Accordingly, we would not expect social or political forces to strongly drive which communities are prone to UOG extraction operations . Moreover, non-Hispanic whites own the vast majority of land above the shale formation. These landowners may receive economic benefits from UOG drilling operations, and they potentially avoid environmental ills when wastewater is transported to other communities for disposal. Permitting for disposal wells is virtually ubiquitous across Texas, suggesting few siting restrictions, unlike other states. 13 ,2 5 We did not address siting decisions or specific factors for individual disposal well facilities, nor did we examine the permit application procedures. The particular reasoning behind any single well 's location may be particular to local history, land suitability, transportation feasibility, https ://www.nchi . nlm . nih .govlpmclarticles/PMC48161431 9/14 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas economic factors, and land • i d mineral ownership . We do suggest that the discrepancies in locations of new wastewater disposal wells may be driven by and contribute to differences in political capital between people of color and white communities and between high- and low-wealth areas . Marginalized communities are often targeted because of the perceived lack of political power and limited resources with which to challenge a permit.3 6,46 In this case, owning land is one indicator of power and people of color own only a fraction of land compared with white residents . Public involvement and access to information about permit applications and site locations, even by local officials, is limited, as is the opportunity for the public to ' i fluence the decision-making process . As the U O G industry grows in southern Texas, so will the waste from the production processes . Although landowners may receive some incentives for allowing disposal wells, the public health threats are many. Studies have found significant associations between residential proximity to environmental hazards or waste facilities and adverse health outcomes , including poor pregnancy outcomes , childhood cancer, and renal disease.47 More research is needed to understand potential pathways of exposure to toxic wastewater disposal through underground injection and the potential consequences of such exposure .. Case reports of animals, which can be indicative of human impacts, have identified infertility, stillbirths, and death in cattle exposed to fracking wastewater.48 Communities of color often have limited i I uence on land use decisions that bring waste, pollution, and unsustainable development. Preferentially permitting waste disposal facilities near communities of color has been documented across the United States . 3 ,49 This disproportionate burden can result in increased exposure to harmful pollute u is and degradation in environmental quality. Exposure to these harmful conditions results in harmful health outcomes, increased stress, and a reduction in quality of life and neighborhood sustainability. 50 In addition, there is evidence of racial disparities in the frequency of governmental inspections of hazardous waste facilitics . 51 Less enforcement may lead to an increased risk of environmental contamination, ultimately exacerbating health disparities, in these communities. Newly permitted injection wells for oil and gas wastewater in the Eagle Ford region are disproportionately located near communities of color and in high-poverty regions . Wastewater from UOG development contains substances harmful to human health. This wastewater has the potential to contanf i ate groundwater and increase local seismic activity. These discriminatory impacts could be reduced by decreasing the quantity of wastewater produced, using fewer toxic substances, mandating the use of improved technologies to prevent releases of pollutants, and increasing the distance between injection wells and private water wells. The meaningful involvement of community members in decisions regarding wastewater management may strengthen environmental health protections . ACKNOWLEDGMENTS This project was supported in part by the National Institute of Environmental Health Sciences (grants T32E 007018, P30E 007048 ) . We recognize the invaluable support from Chavel Lopez, Diana Lopez, Centro por la Justicia, * d the Southwest Workers ' Union. HUMAN PARTICIPANT PROTECTION No protocol approval was necessary because no human participants were involved in this study. REFERENCES https ://www.nchi . nlm . nih .govlpmclarticles/PMC4816143/ 10/14 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas 1 . 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Analysis of the Jones , Oklahoma, earthquake swarm. Seismal Res Lett. 2011 ; 82 :279 . 28 . Frohlich C . Two-year survey comparing earthquake activity and injection-well locations in the Barnett Shale , Texas . Proc Natl Acad Sci U S A. 2012 ; 109(35 ) : 13934-13938. [PMC free article] [PubMed] 29 . McGarr A, Bekins B , Burkardt N et al . Coping with earthquakes induced by fluid injection. Science. 2015 ;347(6224830-831 .30-831 . [PubMed] 30 . Petersen MD, Mueller CS, 1' oschetti MP . Incorporating Induced Seismicity in the 2014 United States National Seismic Hazard Model: Results of the 2014 Workshop and Sensitivity Studies. Reston, VA : US Geological Survey; 2015 . 31 . Ogneva-Himmclbcrgcr Y, Huang L . Spatial distribution of unconventional gas wells and human populations in the Marcellus Shale in the United States : vulnerability analysis . Appl Geogr. 2015 ;60: 165-174. 32 . Scanlon BR, Reedy RC, Nicot J-R Comparison of water use for hydraulic fracturing for unconventional oil and gas versus conventional oil . Environ Sci Technol. 2014;48 (20) : 12386- 12393 . [PubMed] 33 . US Census Bureau. 2010 Census data. 2014 . Available at: http :.//www.census. gav/201 acensus data. Accessed November 23 , 2014. 34 . Drillinglnfo. Drilling info. 2014 . Available at: http: //w wv. drillinginfo . coin. Accessed April 23 , 2015 . https ://www.ncbi . nlm . nih .govlpmclarticles/PMCA816143/ 12114 12/3/2018 Wastewater Disposal Wells, Fracking, and Environmental Injustice in Southern Texas 35 . Railroad Commission of Texas . Eagle Ford shale information. 2015 . Available at: http :!/ivvww. rrc. state . t .us/oil-gaspmajor-oil-gas-formations/eagle -ford-shale/#counties . Accessed January 17, 2015 . 015 . 36 . Wing 5, Cole D, Grant G . Environmental injustice in North Carolina's hog industry. Environ Health Perspect. 2000; 108(3 ) :225-231 . [PM free article] [PubMed] 37 . US Census Bureau. American Community Survey 2009-2013 . 2014. Available at: https ://www. census . gov/programs-surivreys/acs . Accessed September 2 , 2015 . 38 . US Department of Agriculture . Race, ethnicity and gender profiles. Available at: hap://ww .agcensus.usda. ov/Publications/2012/Online esources/Race ,_Ethnicity_and_ ender_Pro files. Accessed May 10, 2015 . 39 . Toxic Wastes and Race in the United States : A National Report on the Racial and Socio-Economic Characteristics of Communities With Hazardous Waste Sites . New York, NY: United Church of Christ Commission for Racial Justice; 1987. 40 . Hughes JD. Energy: a reality check on the shale revolution. Nature. 2013 ;494( 7437) 107-308 . [PubMed] 41 . Rahm D. Regulating hydraulic fracturing in shale gas plays : the case of Texas . Energy Policy. 2011 ; 39(5 ) :2974-2981 . 42 . Finkel M, Hays J, Law A. The shale gas boom and the need for rational policy. Am J Public Health. 2013 ; 103 (7) : 1161 - 1163 . [PMC. free article] [PubMed.] 43 . Maguire-Boyle SJ, Barron AR. Organic compounds in produced waters from shale gas wells. Environ Sci Process Impacts . 2014 ; 16( 10):2237--2248. [PubMed] 44 . Lustgarten A, Schmidt KK. Injection wells : the hidden risks of pumping waste underground. 2012 . Available at: http ://proj ects .propublica. org/graphicsf'`undergraund-injection-wells . Accessed April 15, 2015 . 45 . Davies RJ, Almond 5 , Ward RS et al. Oil and gas wells and their integrity: implications for shale and unconventional resource exploitation. Mar Petrol Geol . 2014 ;56: 239-254. 46 . 1' orell.o-Prosch RA. Discrimination and the political economy of environmental inequality. Environ Plann C Gov Policy. 20►02;20(4):477-496. 47 . Brcnder JD, Maantay JA, Chakraborty J. Residential proximity to environmental hazards and adverse health outcomes. Am J Public Health. 2011 ; 101 (suppl 1 ) :S37—S52 . [PMC free article] LPubM ed] 48 . Bamberger M, Oswald RE . Impacts of gas drilling on human and animal health. New Solut. 2012 ;22( 1 ):51_77 . [PubMed] 49 . Ebert ES , Wilson N , Wacksman M, Loper JR, Schell JD, Fowler A. Utilization survey of a rural creek fishery in central Alabama. Risk Anal. 2012 ;32(3 ) :416-432 . [PubMed-] 50 . Gee GC, Payne-Sturges DC. Environmental health disparities : a framework integrating psychosocial and environmental concepts. Environ Health Perspect. 2004; 112 ( 17): 1645- 1653 . [PM'C free article] [PubMed] 51 . Spina E. Environmental justice and patterns of state inspections. Soc Sci Quart. 2015 ; 96(2) :417- 429 . https ://www.nchi . nlm . nih .gov/pmc/articles/PMC4816143/ 13/ 14 12/3/2018 Wastewater Disposal Wells, Franking, and Environmental Injustice in Southern Texas Articles from American Journal of Public Health are provided here courtesy of American Public Health Association https ://www.ncbi .nlm .nih .gov/pmc/articles/PMC4816143/ 14/ 14 EXHIBIT Selena Baltierra 21 • To: Esther Gesick J '�r Subject: RE : Weld County Department of Planning Services Case File USR18 - 0061 From : Warren , Lisa < LWarren@trcsolutions . com > Sent : Monday, December 03 , 2018 10 : 36 AM To : Chris Gathman < cgathman@weldgov . com > Cc : Matthew Eyser < meyser@extractionog . com > ; Ghislaine Bruner < GBruner@Polsinelli . com >; Bonnie Lamond < blamond@extractionog . com > ; Gradle , Denise < DGradle@trcsolutions . com >; Hazleton , Matthew < M Hazleton @tresolutions . com > Subject : Weld County Department of Planning Services Case File USR18-OO61 Caution : This email originated from outside of Weld County Government . Do not click links or open attachments unless you recognize the sender and know the content is safe . Hi Chris — Please see the attached updated noise modeling report for the Elevation Midstream Badger CGF and Buffalo Compressor Station , per request of the Weld County Planning Commission on November 20, 2018 . Please let me know if you have questions . Thanks ! - Lisa Lisa A . Warren Senior Environmental Planner 1526 Cole Boulevard , Building 3 , Suite 150, Lakewood , CO 80401 en\ TRc Direct : 303 -868 -7190 I Main : 303 . 792 . 5555 ( Fax : 303 . 792 . 0122 Results you can rely on Linkedln ( Twitter Blog www . trcsolutions . com TRC Our Values Are : Safety : Quality : Integrity Creativity : Accountability : Teamwork : Passion ( is CONFIDENTIALITY NOTICE : This communication and any accompanying document(s) are confidential and privileged . They are intended for the sole use of the addressee. If you receive this transmission in error, you are advised that any disclosure, copying , distribution , or the taking of any action in reliance upon the communication is strictly prohibited . If you received this message in error, please immediately notify me by replying to this message or by telephone at ( 816) 853-0634 and then delete the message . Thank you . Please consider the environment before printing this email. 1 Badger CGF and Buffalo Compressor Station Noise Modeling November 30, 2018 Prepared for : Elevation Midstream LLC 370 17th Street, Suite 5300 Denver, CO 80202 Prepared by : Behrens and Associates , Inc, 13806 Inglewood Avenue Hawthorne California, 90250 2<>>-.✓mss Andrew Truitt Jason Peetz BAENC Senior Engineer Engineering Manager Corporate Office: Hawthorne, California Carson, California — Aledo, Texas — Napa California .ti Longmont, Colorado n McDonald, Pennsylvania 800-679-8633 www.environmental-noise-control .com www. drillingnoisecontiol. corn Behrens and Associates , Inc . _ Environmental Noise Control 1. Introduction The following report provides a noise modeling assessment of the proposed Badger Central Gathering Facility (CGF) and Buffalo Compressor Station (CS) operated by Elevation Midstream LLC in relation to the Weld County, Colorado noise regulations . The noise modeling includes proposed initial mechanical equipment as well as proposed future equipment. The Badger CGF and Buffalo Compressor Station (40° 1 '37 . 43 "N, 10495 '45 . 84 " W) is located adjacent to the intersection of Weld County Road 6 and Weld County Road 15 approximately six miles northeast of Brighton, Colorado . The site is bordered by agricultural land with some single- family homes to the north, south , east, and west. Figure 1 - 1 identifies the pad location . To assess the predicted noise levels of the proposed operations , manufacturer sound level performance data of equipment, exhaust silencers, and acoustical buildings was used when available . File sound level data previously measured and typical of the equipment was used when/if manufacturer sound level performance data was not available . The noise model was developed using SoundPLAN 8 .0 software . The following is provided in this report : • A brief introduction of the fundamentals of noise . • A review of the applicable Weld County noise standards . • Presentation of ambient sound level survey results . • Discussion of noise modeling methodology and results. I ir _ �- ea ir 4r ' 7"--iiTh!.ikabLe ,,, -&. a, .11.04 .: � _ 4 - Badger CGF and Buffalo II " 'NMI " .,-- . ° AI_ 0 � « � Compressor Station �- ' ; � �� L- r� i OR y 1 *I d rear ir f@lteribteg i 11 % 1 a • 1 r 1 r , . r 'Sira 4 it i.44 G' rile . 1.1. rit*S.- . tilt 44 diji Nik I s I • _ _ Vail . /P 1. _ to - 11 _ „ F 5cp tl awl - • . s lryi' J .a -17-1r 15 9 14, :tic.r...„ :„.. , ,,,. � - _ rte .- �t r I,! - ' lit ir 4,.., s,„ 7 f...A0 4t SS • 4L4 'L . Len • t: 4.1 d il j c J I , 4 . fis 0 . ,.. \; 51 - . r i4.� .. N _r-[, e_ ___ .al--s-E-'' &0 ri'L't�l,' - -__--_ - __. — piy 1v L to I:i _drw4- t it r� ry n ,j r si Ulu a . : i4. _to Ci -'l — ,,i_ V l �y1.�'j ,� W 4J 7 _ E s CJ L a (zi:ilia t Cr: ji, , CD l T. 1 •a . _• , , I !� • rt- •� ' •�� -1.- 4 'i a "4 Alt 1 il il I' . r- may T_. p4 1 5 1 Ehl V' ♦ , ....4_, ate. .1°i 1 14 i+x 6 . isikif Y i :' Ji b: li to Figure 1- 1 Elevation Midstream LLC Location Introduction 1 Behrens and Associates , Inc . Environmental Noise Control 2 . Noise Fundamentals Sound is most commonly experienced by people as pressure waves passing through air . These rapid fluctuations in air pressure are processed by the human auditory system to produce the sensation of sound. The rate at which sound pressure changes occur is called the frequency . Frequency is usually measured as the number of oscillations per second or Hertz (Hz) . Frequencies that can be heard by a healthy human ear range from approximately 20 Hz to 20,000 Hz . Toward the lower end of this range are low -pitched sounds , including those that might be described as a "rumble" or "boom". At the higher end of the range are high- pitched sounds that might be described as a "screech" or "hiss" . Environmental noise generally derives , in part , from a combination of distant noise sources . Such sources may include common experiences such as distant traffic , wind in trees, and distant industrial or farming activities . These distant sources create a low- level "background noise " in which no particular individual source is identifiable . Background noise is often relatively constant from moment to moment but varies slowly from hour to hour as natural forces change or as human activity follows its daily cycle . Superimposed on this low- level , slowly varying background noise is a succession of identifiable noisy events of relatively brief duration . These events may include the passing of single-vehicles, aircraft flyovers, screeching of brakes, and other short-term events . The presence of these short-term events causes the noise level to fluctuate . Typical indoor and outdoor A -weighted sound levels are shown in Figure 2 - 1 . Detailed acoustical definitions have been provided in Appendix A. — Glossary of Acoustical Terms . COMMON OUTDOOR NOISE LEVEL COMMON INDOOR SOUND LEVELS dB (A} SOUND LEVELS110 Rock Bands , -. #-� 100 Inside su bwa ► Train B -747-200 Takeoff at rrti , ► r * Gas Lawn Mower at 3 ft. 90 Diesel Truck at 150 fit. Food Blender at 3 ft. DC S30 Takeoff at 2 mi. Noisy Urban Daytime 80 Garbage Disposal at 3 ft. Shouting at 3 itt, D-757 Takeoff .at 2 mi_ 70 Vacuum Cleaner -- a - atl0ft_ ' '` 1.. Commercial Area, , Normal S eech a ,� �_ , 60 at 3 tt. R Quid Urban Daytime Large Business Office Dishwasher Next Room Small Theatre, Large Quiet Urban an Nighttime 40 Conference Room Quiet. Suburban Nighttime (Background) -IQ Library Bedroom at Night Quiet Rural Nighttime Concert Hall (Background) AD 20 '44 ��.� � Broadcast & Recording _y 4t 0 Studio rtP r•' {rte • g ttiS _ t ' 0 Threshold of Hearing Figure 2 - 1 Typical Indoor and Outdoor A-Weighted Sound Levels Noise Fundamentals 2 Behrens and Associates , Inc . Environmental Noise Control 3 . Weld County Noise Standards The modeling analysis was developed to predict operational noise levels at adjacent properties and verify compliance of operations with the Weld County noise standards . The Weld County code establishes permissible sound levels by type of property and hours of the day . The measurement location is defined in Section 14 - 9 - 50- A.2 . "A noise originating on private property shall be measured at or within the boundary of the property from which the noise complaint is made" . Based on the specifications of the Weld County code , the Residential noise level limits listed in Table 3 - 1 will be used throughout the report. Table 3 - 1 . Home Rule Charter for the County of Weld , Colorado, Chapter 14 , Article IX — Noise, Section 14-9-40 — Maximum Permissible Noise Levels Maximum Noise ((IBA) Maximum Noise (dBA) Land Use 7: 00 am to next 9: 00 pm 9: 00 pm to next 7: 00 am Residential or Commercial 55 dBA. 50 dBA. Industrial Area or Construction 60 dBA 55 dBA Nonspecific Areas 70 dBA 65 dBA Weld County Noise Standards Ili Behrens and Associates , Inc . Environmental Noise Control 4. Ambient Soun I Level Survey An ambient sound level survey was performed at the proposed location for the Elevation Midstream LLC Badger CGF and Buffalo Compressor Station near Brighton, CO from Friday, January 5th to Monday, January 8th , 2018 to measure and document the ambient sound levels on and near the property prior to construction or operational startup . The instrumentation used for each monitoring location was a Svantek Model 971 , Type 1 , integrating and logging sound level meter. The Svantek sound level meters were calibrated with a Quest QC - 1O calibrator . The measurement systems were deployed at five locations at the proposed plant property boundaries . Figure 4 - 1 shows the locations of meters one through five . Table 4- 1 below presents the highest average (Leq ) daytime (7am — 9pm ) and nighttime ( 9pm — 7am) noise level measurements at each monitoring location over the entire deployment period. Measurement Locations 1 and 2 registered average daily and nightly noise levels in excess of the current Weld County noise standards while the other locations were under the noise standards for the same periods. Measurement Location 3 was slightly above the allowable nighttime limits. This is most likely attributed to road traffic from Weld County Road 6 as well as existing commercial and residential noise sources. Table 4-1 Ambient Sound Level Measurements for Badger CGF and Buffalo Compressor Station Elevation Midstream LLC - Badger CGF and Buffalo Compressor Station Measurement Highest Daytime Ambient Noise Levels Highest Nighttime Ambient Noise Levels Location @BA) (dBA) 1 59 . 5 55 . 5 2 57 . 8 53 . 6 3 53 . 5 50. 6 4 45 . 4 40. 2 5 44 . 9 45 . 6 Weld County Noise Limit 55 dBA 50 dBA Ambient Sound Level Survey 4 Behrens and Associates , Inc . Environmental Noise Control Measurement `I n Location 1 Measurement . - Location 2 0 _ .. - . Akt P [I .' -1 Measurement ,� a Location 3 �' , • I t s. q ir 1 4 . illt Ili. _ Pif I 9 S. t. 11 • R ileti- alai" . _ 1I Elevation Midstream ',Si �,:0 -- LLC Property Line yi - y , .I • Al L44� h• S., ,, ` , , pJr �T ., _ M9i ,, 'T+i -I 7 r � ' t .1 W 4II I II tip - . . , 1II . 7P' N l i t. I 4 1 - I L. • ; - a .-z- : __ i . 41/47INt ' / 11 i c 1 • likirstereL L1/41.9•N, 1 I joy ilkll _ 4 Ilj -= „.igibm. a•- k .- - i ri Measurement � ' - - -- -- -__- Eal U Location - _ - _ k, - — _ � II 'n '� - - -- Measurement _ - Location 4 Figure 4- 1 Ambient Sound Level Measurement Locations Ambient Sound Level Survey Behrens and Associates , Inc . Environmental Noise Control 5. Badger er GF and Buffalo Compressor Station Noise Modeling 5 . 1 Noise Modeling Methodology The noise modeling was completed with use of three -dimensional computer noise modeling software . All models in this report were developed with SoundPLAN 8 .0 software using the ISO 9613 -2 standard . Noise levels are predicted based on the locations , noise levels and frequency spectra of the noise sources , and the geometry and reflective properties of the local terrain , buildings and barriers . SoundPLAN 8 . 0 software simulates light downwind conditions in all directions to ensure conservative assessments . The predicted noise levels represent only the contribution of the proposed central gathering facility, compressor station, and electrical substation operations and do not include ambient noise or noise from other facilities . Actual field sound level measurements may vary from the modeled noise levels due to other noise sources such as traffic , other facilities, other human activity, or environmental factors . The equipment sound level data used in the Badger CGF and Buffalo Compressor Station plant modeling was sourced from equipment manufacturer data per approved project design documentation when applicable and if available . File sound level data previously measured by Behrens and Associates and typical of the proposed combustors, separators, flares, heater treats, and VRU' s was used when manufacturer sound level data was not available . The equipment sound level data used for the TSGT Arnold Electrical Substation that serves the proposed CGF and CS was provided by Tetra Tech and based upon NEMA Standards Publication No . TR 1 - 1993 and IEEE C57 . 12 . 90 - 1999 . 1999 standard test codes . The modeling results predicted are dependent on equipment and mitigation orientation as indicated per current project documentation dated 11 - 12 - 18 . Figures 5 - 1 through 5 - 3 present the Badger CGF , Buffalo Compressor Station, and TSGT Arnold Electrical Substation plot plan and mechanical equipment layouts utilized in the study . Tables 5 - 1 , 5 - 2 , and 5 - 3 list the modeled equipment for the Compressor Station, CGF , and electrical substation respectively. Table 54 Equipment Modeled for Buffalo Compressor Station Source Sound Quantity Equipment Proposed Equipment Data Source Power Level (Lw dBA) 1 Com ressor Pala es Ariel KBZ-6 with 5500 Manufacturer Data with 1 � l . p g 4 HP AC Drive Correction for AC Drive Compressor CoolerUndecided — H 16 Model 132-2ZF-R Manufacturer Data 95 . 7 Package utilized. 3 Pumps 40 HP Rotor-Tech Gear Data 97 .4 Pumps 1 Control Valve Fisher 2 ' � ET — Whisper Equivalent File Data. 107 . 0 Trim q Enclosed Flare Undecided Equivalent File Data 102 . 0 Minimum Rating of 1 Compressor Building Undecided ST �C - 25 NA Badger CGF and Buffalo Compressor Station Noise Modeling 6 Behrens and Associates , Inc . Environmental Noise Control Table 5-2 Equipment Modeled for Badger CGF Source Sound Quantity Equipment Proposed Equipment Data Source Power Level (L dBA) 4 LP Coin pressor Ariel JGA-2 with 450 Manufacturer Data with 107 . 7 p HP AC Drive Correction for AC Drive 4 Produced Oil Cooler AXH Model 132-2ZF-R Manufacturer Data 95 . 7 1 Diesel Generator CAT C15 ( 60Hz ) Manufacturer Data 107 . 7 High Rate Enclosed ZEECO HUD-HF-CGF- 1 Equivalent File Data 89 . 8 Combustor (HREC) MEC-RF -2212 q � VRU Hy-Bon/EDI HB- 1OC- Equivalent File Data 93 . 6 100- 1 8Bv 6 Water Bulk Separators Flameco SB 20- 18 5O0K Equivalent File Data 55 . 1 6 Oil Bulk Separators Flameco SB 20- 18 500K Equivalent File Data 55 . 1 6 Heater Treater Maxon 7 . 0 MMbut/hr Equivalent File Data 60 . 8 Table 5-3 Equipment Modeled for TSGT Arnold Electrical Substation Source Sound Quantity Equipment Proposed Equipment Data Source Power Level (Llo, dBA) Power Transformers 900kV V B 1 L I 100MVA 01�►�IV A Tetra Tech 93 . 0 Power Transformer Cooling Fan Unit for 2 Power Transformer Undecided Tetra Tech 93 . 7 (High Load Scenario) 5. 2 Noise Sensitive eceptors The noise sensitive receptors have been chosen to be consistent with the requirements of the Weld County, Colorado noise standards . The requirements indicate that a noise originating on private property shall be measured at or within the boundary of the property from which the noise complaint is made . As such , receptor locations were chosen at the surrounding property lines of the Badger CGF and Buffalo Compressor Station to represent potential regulatory measurement points should a complaint be made . Figure 5 -4 shows the dBA noise sensitive receptor locations . Badger CGF and Buffalo Compressor Station Noise Modeling 7 Behrens and Associates , Inc . Environmental Noise Control E [ e w I.I P . . . . . Z 1!,r--1:-Cri-- :: •. , .. - s I T •••--�.S :--. -- . . ... .. . .• . . . : •� . .. - - ��_ r - _ • - - _. _. - _. - - - r �11E� C:�'r�3hG 6 , . _ ... a 1.,1, .- l} �• • • • •—Di —a .. `: . 7", u . i I t — 1 '• e ' i, Ell T rEE L,.' E I ll 'tit'= u• airs ' : �P El,.. I gtn afee . , p��q�� 1 y J 1 i g J- Ili! TI C. 00 1 • '116* E L I tor lie mesa • R •. 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AL } E T \ N I L. -1, ._n' LZ_ ` 5 i� I Ilf— F. _r E F- ut - _ F I E: `° I1ETi _ -E ., �' N. f ',. .- "..- �_ti EE7 LE ' J► +ti'.' P T7 .t. • T . e . e. °a. ~ c . itge#• L T E - EIE S 1'E ff 4 N` sic...? Izs_ii_ rupee Y� E E F Hof O. i }.� jT (� I T L IT E I 1 fT - - - - ` �% M —_�±i ItY41 t70i-.1�s ”• E t+ 4 E I I ELL 1 t • — — • rna ns iE• `• x__ rir _ i or - -riPH ESUC PL 1 E 71 =a��'_a �„- !T R. I El Ti I -ILI I• - E •-LE tt II, E.r 1 c . 1 r• if Yr - 11 rar r Figure 5 -2 Badger CGF Plot Plan (Baseline Engineering Does Dated 11 -12-1_ 8) Badger CGF and Buffalo Compressor Station Noise Modeling 9 Behrens and Associates Inc . Environmental Noise Control MENEIJI DV ETI E E V IT! E I 7 YE -L - T IE - E71 • i - - - - 110- F =1 Lij i r -------- E. E E TVI I E E I- II.LT E E F - 0. $� E E E EE TI ii. i 1 —HT HT — HT FINLT- [T= II 0 d: - uE Elll r L 1 L • n --.e,__ i • - - - �. -- se � t MLt c E I ET L ' -, • ci11 1 1I u z L. r[ t" E T -TE ■ E TEN TE I N LE _ � F- UT. A. _. 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' - .. _ca.. s _ _ roar _. - .••:....t�' ' r. _ ,I4'r1y r .. raj • __-_ • -- I I E I r - •_--- I re-ar njr 19k R1 - 1 I 0 PI IS en CTC LIC FT - - I Er — r .- I I. I- P Figure 5 -3 Buffalo Compressor Station and TSGT Arnold Electrical Substation Plot Plan (Baseline Engineering Does Dated 11 -12 - 18) Badger CGF and Buffalo Compressor Station Noise Modeling _ . Behrens and Associates , Inc . Environmental Noise Control 1. — zV - — , Receptor n Receptor 2 in I- 4P _ „II:, svii- _ i ,. _..,, _ • . . - -- s - ` '' - - - -- - Ill--LI - -4— .I' • �. • _' - itc-�, ', Receptor t[ r 3 Receptor 12 - . - $ ._rte s �� Y n F • ' rte- —� {.. 'II Ell. r . ..a ....4 3F v�"tea« - << r, It `} r II I I y r. . 1, �i- ��. 1 t.1 .L.•�_ ` r ' ,'1 >R •'-�- \', I q I �T 1. T";' I I J1 II 1 1 e �' r1 a _-_� � . a51 "�• r T ♦ 'X .jam 1 � h. * I • - - - - I x r 4 (. n !, ter L _ ., � — -.-4 "e•• Sr. -e-' a t. rt • _ - - '- _ i .s.�•. sT'- y•�,f (� l • ; X L �_'! '. . 41 r .. LL - �`_' _ .r.. �y..y��-� s '�� ! _: r _ t • Tom. •'« �R.�l iL r�y(. ��'l_•l 1•N �. ` '•4‘4 •1 r !R• _ ->�_ i�� I -.. t 1 �- _ �■..y(■ /�- �� -^i['. ` �I ' .� / :.J .4i X a 1 t 1 -• • �4 Receptor 4 _ - ��TTT. I - II.r -cgs •. i ', i i �i �' _ ,.� Receptor 11 • . X . _ _ : ,w r , d , . . _ r wen - .. _ F ass- :.! iii ' 1 41 - j i ' :e �_.� . i, Receptor , let ] I-Ski- y -,r,� P Receptor 1 a i� • _ p 1 _ __ � •ti ;�. �.. —' r . ,= , I Receptor fi -- ai lill 1'r _ I i-- _ _ - - i► w 1 f 'tiller - -•-_ -� _ —�4�_I ... _ll- '__- .,� II, f1. :'Y �. I' j; i R �� + 'Y4 s`a ° j� f rYj„r. _ _ rL r?. I j s 'I I..r I ,]I .ss1 r,..>•'' s-a- �•r�' _ q.Y• .i Ilt �I! f. 'jai .� �1 i.. .. � , 1' e • ....4 lidMrirlf 4W.1 •44 . ' i at II al I ire "O,/,‘i 4,affi II j 1 _ I 4ti a � , _._-.a_i IL - LL -- Receptor 7 T __ ,_ . .� I • t -t � � , 11 r 1. fl ca d' T. ... receptor •• r ,to . .j 14. Rlit •• % MU •- - - std•. + + ( �•i ' gin •{ { ..o II • J i_ i l� r•oi) X � t ' Liiic .: � :MN T�1'9 hey Xiq•,i,r.1� '�1'rl �I, =r. ' .5: tiX . . I is Receptor 9 f_- -_ I. } y` - • °. 'I i`� . ?, i 41 �1,,�ierklf, iR1 r.�- . Iali�'� i1 1''� sses�, [� ent Locations qy sons � :�.- .r.. a R..r - i, .' .,' t. 1�� I ,��.I 14��1^111 Y i I� 1 111 ..r Is I �,' I. Figure 5-4 Noise Sensitive Receptor Locations (dBA) Badger CGF and Buffalo Compressor Station Noise Modeling Behrens and Associates , Inc . Environmental Noise Control 5 . 3 Noise Modeling Results Four modeling scenarios were created to investigate various options at the proposed site and are described in Table 5 - 3 . Figures 5 -5 through 5 -7 illustrate the various mitigation layout scenarios described in Table 5 - 3 . The numerical results of the noise modeling are presented in Table 5 -4 . The locations in the tables correspond to the receptor locations identified in Figure 5 -4. The results of the noise modeling are also shown as noise contour maps. Figure 5 - 8 shows the Scenario 1 Noise Contour Map in dBA, Figure 5 - 9 shows the Scenario 2 Noise Contour Map in dBA , Figure 5 - 10 shows the Scenario 3 Noise Contour Map in dBA, and Figure 5 - 11 shows the Scenario 4 Noise Contour Map in dBA . The noise contours are provided in 5 dB increments with the color scale indicating the sound level of each contour. The numerical and graphical noise modeling results for Scenario 1 indicate that the predicted noise levels at Receptor Location 2 will exceed the allowable nighttime limits for Weld County but all other receptor locations are predicted to be below Weld County Limits . The results for Scenarios 2 through 4 indicate that the predicted noise levels at all modeled receptor locations will comply with the allowable residential noise limits of Weld County. No additional acoustical mitigation measures are recommended at this time. Additionally, the noise modeling results for Scenarios 2 through 4 predict that the noise levels of the proposed Badger CGF and Compressor Station will be at or below average ambient noise levels show in Table 4 - 1 . Table 5 -3 Modeled Mitigation Scenarios Modeled Scenario Description Baseline — Compressor Station compressors arc housed inside of a steel shell building with a minimum Sound Transmission Class (SIC) rating of 25 . Man doors and access bay doors for the compressor station building are modeled to be open. Scenario I. All other mechanical equipment does not include supplemental noise mitigation — 1�P g acoustical enclosures, silencers, etc. Site topography includes as-built conditions without additional earthen berms . Berm and Wall Option # 1 — Baseline conditions plus the additional earthen berms of varying heights shown in brown. A berm specific to the compressor station is Scenario 2 shown in green. Berm dimensions and positioning are per topographical CAD documents provided by Baseline Engineering. A 10 ft. tall concrete wall around the -Perimeter of the electrical substation is shown in -purple . Please see Figure 5 -5 . Berm and Wall Option #2 — Baseline conditions plus the additional earthen berms of varying heights shown in brown. A berm west of Receptor 7 is shown in green. Scenario 3 Berm dimensions and positioning are per topographical CAD documents provided by Baseline Engineering. A 10 it tall concrete wall around the perimeter of the electrical substation is shown in purple . Please see Figure 5-6. Berm and Wall Option #3 — Baseline conditions plus the additional earthen berms Scenario of varying heights shown in brown. A berm west of Receptor 7 is shown in green. Berm dimensions and positioning are per topographical CAD documents provided by Baseline Engineering. Please see Figure 5 -7 . Badger CGF and Buffalo Compressor Station Noise Modeling 12 Behrens and Associates , Inc . _ Environmental Noise Control Table 5 -4 Noise Modeling Results (dBA) Receptor Location Description Scenario 1 Scenario 2 Scenario 3 Scenario 4 Location 1 Southeast Property Line of 44 . 3 40.4 40. 4 40 . 4 6435oRd6 South Property Line of Location 2 6743 lid 50 .2 44. 3 44 . 3 44 . 3 Southwest Property Line of Location 3 43 . 6 39. 4 39 . 4 39 .4 6989 Co Rd 6 Location 4 Southwest Property Line of 45 . 8 39. 8 3 9 . 8 39 . 8 1989 Co Rd 15 Location 5 West Property Line of 7172 44 . 2 40. E 40 . E 40 . 9 CoRd6 Location 6 Northwest Property Line of 45 . 9 43 . 8 43 . 8 44 . 1 1596 Co Ind 15 Location 7 West Property Line of 1596 43 . 9 43 . 1 42. 5 43 . 2 Co Rd 15 Location 8 Northwest Property Line of 41 . 6 41 . 6 41 . 6 41 . 6 1044 Cold 15 Location 9 Near North Property Line 39 . 3 40. 2 40. 2 40 .2 of 6759 Co Rd 4 Location 1 o East Property Line of 1726 44 41 . 3 41 . 3 41 . 3 CO Rd 13 Location 11 Northeast Property Line of 42 . 6. 40. 2 40. 2 40 . 3 1726 CO Rd 13 Location 12 North Property Line of 40 .2 38.4 38 . 4 38 .4 1726 CO Rd 13 Allowable Noise Property line of potential 55 . 0 Day / 55 .0 Day I 55.0 Day I 55 . 0 Day / Level noise complainant. 50,0 Night 50 . 0 Night 50.0 Night 50 . 0 Night Badger CGF and Buffalo Compressor Station Noise Modeling 13 Behrens and Associates , Inc . Environmental Noise Control ,J - - a ,,..,7- .. ki r rn. r rah'. 1. _ '' 0 • r v J.t ir# a -- _ q .. _ _ _ - 1 we�ru______,��s - - - __ - .:.F t-j'L 1� aw �. _ i-• _„r a _ .- ii:'__ it �,�. .t - - -_ - -_a�_� - - _ - _ _ - _ _ r aela �r N •.I. _ ,' .�.. I�4 ill - + - ' N' �, ;;M? $ 'IA." rr r S..i, a. 4,4 xa;,t4 f . d E • r i•rk -za I i yi. _--- - ' X4/1 i - I. 1 j - i ' w ..ter till_ I o 14 S w'. 1 ::.. • I i JAM Or . il . 1 4 : it-- ,;, :, .. if . ! • i s _- �_ i I. .i' Ili a �illi ;111 .��~ Jos �•- % • 1- dimmillilliarell 1 1 I a -rr,.n 37- �; .• ; It41 y Hilt Ile III • - _ ii) Je- �a r—A ' - . 1 )111 "1 A A ,- t:ti t II _ . t . it:et '. VI.* .I: '11-.6 .." •• a ' ilirlH1:.: • y i ' i( v ,1 a.. yI Itll9 '{ . I •,'r° IJ 1/4��t L J 11 IIt 1j �r • Yi. I P _ ice! "" ii ten•IaI Ear lhen Berms • • T az• rl "I i i ,i`'..°90,1 '.ii _ Y e� ; -j ,i cv �- ` -il - jib , 1 laill."1 '1 If lir I f al — ' ti- i :', ii:i: ,141, iii i ' , i.•.11 lc I.; IL I : 1: t Fs= I r• y lit l � .l M n.-4-T- T J .gym . , � ., . p iS1 - - Ii ___ z .-III r ,_'I b' 'III � ii� �l I.1� it. a 1� le 1caa Y Iniamillilly I. {11. 1' I i - 7 • I R ! --oil , Op uI INI ' t / I. i / 4' n a• i- . : " id M ' L. it. ' I + • if • w, , I a ,,: I Compressor Station I' I 1:. RI r I tl 6 .. �� " i ' nl ' 1. si. a a — -- i. Earthen Berm t -C-;--" •�; p,I. j ms . w I I _!�- a yY >, •.. _I t. I r1 - T I I n 'L �! f 1 Ig I , -1- I i. , Ell � ,� • 4.li I • M ` te I alk a L I u ."--- I,11-- I m'Ar _ { i 1 Ill MJilt , • �— irt .lw! I1 - • - ix_ " t - w t ......_0 Mktie ,4 p tr la 1I J: -- D•! -- -- ..�-t:• �� .� Li kit. Vii: CAL n1 bjib itill Ilil 10 I ,-- ____ — " SrSlit 1 - -' • �, ". �_ Concrete wall .. - i,' - -' - ' - •, �.,.�: ,,�•. �.1 . �• . I aC , ,.•�.i'�..:, - - .. - _ J . r.. . - _ ^i F � _• �-. -.. R•� � _- - - s sr - _ _- - 'S sats •Figure 5 -5 Scenario 2 Mitigation Layout Badger CGF and Buffalo Compressor Station Noise Modeling Behrens and Associates , Inc . Environmental Noise Control It , r„ , • woi-nwillir '1 Pa - al Ark .4 ' ...e.'s • r - . ) t w gi I• p pi a. li a z li Lir I C.. -7_ , - I •1 I 4 &s fr:N'rait'■ma" -s. ->_tr�ina)*w■r. IT I .. a:u Jc--..an ■aa Saint II i..," _ . ma . cc-sync • _ _ -le A ill I. 1 llN , Aida- or I } r k� I r i t J.Pr.all'1,1 ii IIII 4.ri ll ; -IIIIIMPIIIRe ■ '—` •a- ,y - _ - .vulc P .'h 4 fI I' I` •ply; S. I. ' siL p -II . • ' 1 I { 4. i .. i t t anal Mirlearlailliirilidilla Is , 4 .4 .e3/4-4. i g4. , i ralret, it: c -11,. I - a Pit .PIJI il MI _II e. i11 ill4 1 al al Y I ill 1y1 Iil Wla 4 F .J Ilryl 1 tl •I MS lir , . Ea,f;111 4 Earthen Berms rf 4, If tft-ttrithL i , i - H.-7l.• Q r f �1 1 l K I • w II III :A - j II I To I r— eaL ill II ± t'cSv , I il lir- .ems I ' it �� ' ! r ' 4 i' • -mon a 1 li Ilkt_ i a 1 ..z'' I ...„.....,.. _al � 4 , Y ` a l tpre Y � l rt ; ,,� Earthen Berm for -� I •{ f , ,; • 1 t ` IN - tr _- A r, , '. t C 1� iii��l Receptor 7 r� � ' - - , - ,,r-ccr-siiivorttif it 0 . f ii :_ ri, [ i I E . _ _ I IL II re II i - 1 1 I ,• * , PI Ell I I - { �i } ``_ _ , i in , J 4C- 4 hzwIS i Wel MEIR r ae • Al�i 4 Ill Ill r . R " ri f. _ , , = ,ji El.* 7 ima-a it, I- _ .&1. ,-1 _ irp41 1 _ -1' '� _ � ieC.IM'i 1 1 aft l 1 1• II alla 10 ft. Tall -- �, .. - _ _ , _ . I Concrete wall C _ S. 9 - Ef 1 1 tt.:- - i. -s t!!{• a �. tip'}. � Iii�'�.�iy� «— i —_ ---_- • { a, - - lik Figure 5 -6 Scenario 3 Mitigation Layout Bad Yger CGF and Buffalo Compressor Station Noise Modeling Behrens and Associates , Inc . Environmental Noise Control ... , ....I .... 1r - • i -.• __ i!iii i. , K 'J' C- oi � 1 iii - p' en 1 - - - _ -_ _e , .- .i. . . ..'.�ra'�s rr>_ee �Iw +d.lC- --z-- -_ �'e�r_ s 11-f,° a - - _ 1 .a,iti'••"' FY! SC- _• � _ T '•1.1S7L�L• �91ii i , z - _ t �a�iYi _ s r .i ` Ilr A. I ,r - f I ' r f r ..) -Alf,` .w -F sr.. a •Ill HIlirlaN a 4 r ye i ' I ki ,_ -sr- -mei -ainomp- Aar__ air ararada •• , - _ be 0 i - J- J • _i. 1 , ele.; i I' ; . e „it,-4, , _ _: A San i at V. "Ill raj I ' I - - -- ti-.. . •6Ct_baJ i ��__ - ilia. ' 'alai_ _ 1 1,j It% I a. • 7 f i :tot;o, _.1• •-1 _•0 ••_:It ,,, , sa - ri 1 tr 10. - at — a tiers , a , � rthen + I171 a .r 4r i al � L Y j 1• u Li.us i ti II '+i . , _ I b f ' �' _ ' a - , -L 4 ! e '~•'. SI - i G R f IL I I a II 01. I �' � 'I ii _ a' liii: `I • 11. 11MINInialiaMpAllif -: . .' f .I III M ow K 1 - i � , - I : por _ ,� xa ' 1a il Earthen Berm for 4 M I III I '1 f Ir q Receptor -�} •• 11 _ alit in 1 : Air tit • is i ill Str I I :ill I 1. ii - _ li j _rlik - J• , III.t.)* .irreiai El I H. II i I i I 1 ti a l _ -1 ' I lopeir III Ilv _ e it it �q t }. hallill.IIC: li �TJ• �l. _ _ • li l ! m r `ti � n 3—b s. tih;114 lig I. �o - II I I P. , � p_- • k - - r" - - I __ - n 1 min'' it- vi. IMF WIIP IN !' PI11 sifillir • _ 6 Figure 5 -7 Scenario 4 Mitigation Layout Badger CGF and Buffalo Compressor Station Noise Modeling I BehrensandA so • a, Les , Inc . Environmental Noise Control II fli 4la. 1 4 w, ; 6 ,,,gyp " xi Average Noise a "J• ► r �+" . 1 , i _ , _ _• r • _ I Level , Leg dBA ' ce i 4° , HI - a ,,, _ _� - + .—II f rd. - wrimt-s.b. I . a' . .4.4....4+ II a -. , ——. 1 •�.'tN'1'lI " Nit; .. - - YA Y . 1\}'M• .L.^ •_ milall .. -344". 14 viii • �. �_� —_ - .. Yf y ,, ii,i w,lif• I t. ';-L�� 1 e, ! porn-, - � .eats. I 4. i nal" t. iL •{' " _ • - - 4 5 y { .:y 4 ;."c r. 1M 0 I •1 , �_. ). i s I • frietH �.` ' • • io — '� 7 -� �7 It , ail f 5 . 0 y I:: _ tbilieY0 0 . 0 4 x'5 . 0 ri -- -Ili •I In i ' ‘ ? • ' - 70 . 0 ili . v (hill il jos ,94: 80 . 0 ,1/29) : 4, , 1 \, , if% , it N., r I I I — ' I. a' , 85 . 0 J " flit cfl = 90 . 0 ,. , II' „.,,, , ,..! - - ewe IXit t IF 43 a s ' ' wilim 1 I ,. . . t - -AO 1 k.. , I A.‘ _ -.r.` :fi .. . as 'if''.1 . r:.-1 1 -1 liei - +IVY Ir. I 1 ` tI 0 a � 600 800 - feet_dir. " II : Mi Figure 5-8 Scenario 1 Noise Contour Map (dBA) Badger CGF and Buffalo Compressor Station Noise Modeling Behrens and Associates , Inc . Environmental Noise Control ' ' - Yyy, � ill It t ri 7 ...tn. .4. ..,... , r 54 ii • Ft .: : , . r1p, r. 4 , 4 . _ I If • doh13 6 • _ _."It ' - iltlk � .• , 1�41'ri_. ` - `., . 11,1 mop '. :t_ P . + r _ . ,: . ,r. l ! i 1.�a _} J. _ s - k Level Le�q B ►, -- -�. tk_ _ _ _ , 6 _ • a4. .15r T , Y � • . =s � - -,o a 0 . g 1 CA.I.ti r-1,1 � \I 1 I / u. j ? i, . 't I .4 'Pa 401 IC ." , ...i. i' IIR '. _.=.2afi--it.: *44\ ` — _ 1 i� W �_-_s .y. .!! i.� * _ rt .a. 'r,1 !_. �1 . . ' co 44 _ . /' 40 . 0 le A 40 1 TA r - 1 .." _ i .-- rterese F1� i I 14_ ,,,- ,..Il_ _ : i ' 2: i I 4i 41P ;ft ,4; .I _- � Ir , a 50 . 0 gilM ¶ _ ".11.1 y. Mimi• - il _ 60 . 0 •...i.i.a i( A forialibt 65 . 0 . , cwr i Sir 99 mim :- a ,.. el 1 ir ` MIAMI T ' r _ Ilj N1/4 75 . 0 ` i . A ... LI — IMP lliii. n i' C I 800 85 . 0 il Cr seis .' t',,-Y+,• .Y. II hl - _ � , ' 1} '�- I I .■ YW I - ',� _ le ` 14 ti 90 . 0 Tl . MI �1 .. 1 ♦ '4 -4 T _ 2 ,a �t.�,R Mir: ftactit_ ipi._ 1' � rte' - ' - - _ - - ' _ '- t i,_ - --.. -4 in, jif)..: ,,..ii l h4 1 .„, - . . f w, _ ,,.. .„,„ , , , , t� ; _Y , , , , ,,,} , _ _ _ _. • ;de' _ i lar , 1 _4, , ts i , I,, Vr _ T -r rV (11.6116% mss_ r. . l._�;_.Fair II -_.. � - -- �- T- _ --a-_ - - f - • J - rh _ a.{ �� S• J lip (+te {�it`b _.-�. - _.. _ v- ... .� -. f. 1 y 1 I� ,1 IL 1 1. N. `.0; 1l�il y� r ';� 1 ' Ili '' I h� ►1^ �i i any ,� - �at.rfa . - fs � � , i i , 11111 i i 'Ill 411 i • ilk 4 �.r Figure 5 -9 Scenario 2 Noise Contour Map (dBisk ) Badger CF and Buffalo Compressor Station Noise Modeling Behrens and Associates , Inc . Environmental Noise Control . ,- i TIFF ft p so tr , , , .• IS Average Noise lig\ leir. _.- _ • � ': _� ��: t �' t ? 9?e d E L -� _to I, sr, ':r ?' :' se a j_ ! • b WI , . 1 Ili i ..• i 41,„. so 4 .. :FAO4 . %"gra ail-- 17 • a _ II i; or—� a LiElli I ileito: 0.01w , 0 Waal, I . II / ., , -I II MEI 4 rej 1 r0 i d I _ , il _AI 40 . 0 o Ila l'Ir iii Allilliegt. 1 1 i , __��i�•_. 7 . l • ♦.. � --gam .- ' 1a -_ -, •_. , ,______,, , illatna . irlq.. . ..Aire I\ � ,, 4181 _._ laY dI M �, SiIII i - . 1 ! _ - 60 . 0 _ rellint i . a 4 a illrealliklit 99 . H„- T . H - - -~i`-_ - - - - ,_,r off' - 5 . 0 •.•,qi 1 I .44 - I I q p}' 1 ` I ; s IrSlakeit, SM. . j I • r }/%1, ' � 85 �. _ _ 1 I V' A - "• . Y 71 — • • k. 1 1 4' - MI \1'19 S7 '� I 11. ....n..1411ILIIIII la.' —'s In illb '41 ID '''. k l'ila -. .a...tgl 'il • 1 '''... j s" ...._. , t,.._ 4 a IT X II 60 ?'T ■�_, _ tea. .1 SW ..M�r� -lir-At `4 .li II air IF ICA_ fir,tail 9:414 • Y� _ 11/41%.% 1 /' til 10 11 k Ill II' I S IC I . _,.��• :-�A Ci I , 1 R . � �-' I ry I I - ' y y �I 1 0 200 400 600 8?0 i feet f. }-t, I i f . DL at 11. flu I" w Figure -5 - 10 Scenario 3 Noise Contour Map (dBA) C Badger CGF and Buffalo ompressor Station Noise Modeling Behrens and Associates , Inc . Environmental Noise Control Th, i .'{ERR ' a. ris ! y 1, �u r '' Ste' 1 7 -: ! :1:1.y fl „ w , i ! �•_ F I 41 {, :11-1 . 141P:1:14 Average Noise ` L 'a y 1y w , , f c __ ₹. , _ 6Lev+ , Leq dBitr 4 illib . t Ipt t , , • to . IF 1 llla ! .j _ I / _ter sc._._ _arm _ rite— .�L — • :... _ 1 — 7� 0 . 0 M. J hl ' { .. _ _ 1 35 . 0 r. f. il. lik:api m..-.. . i . . A..•- eIrr... r i Arm , ip 11 Imenott* a1 t - I ,_ all - — 45 . 0 I it .n. yJ:+6l Jl a - - f at_ j lb' , _ 1 i II iSli 1 ,,, . _ L. - ill Y u y 1 _ IP _ I 'NI -- - f' 55 . 0 7+. I r. Ili _ _ j iv --s - l - - .. - - - -- - �. ii,_- - � 1 t • icyy;w t ; 4 - 4.044 4 - --_ V . � }} 1 jai i I" y` �' I itr.:0:7 4 65 . 0 r6 , • .... a Illhh. 4 Ltl z _ • C5_ : H I 11. I � II fK /fJ+L/�J` f % =ate— y ,A�J,� I, i,,ff' I, ( I ' f V ' t - 1. * :., y I � 4 t �! 4. ii, .r , 80 p ` M \ I Ir • _ ...._ . I a pg . 1.11 i , .. �F r_ ai 7 if Me AM I .IM Ji I L: . AR - It \ le • ifrillj�.�..r r s.. I, ,I, , N Y y id r J (Y 50 _ _ - _ __ _ _ _ _ - --- Eii „It.. . " \ I• i1 , I, a . , } r ate H=f \ -__ —• ---- C. t \ .b 1.44 .7. .... . . -.a4 -,- _ ._ u �._.r.,�—_�- _ f, � ; SIC J. L- - It fi - z e w. T� isr 'l-4 . _ _ - — . s _ I 4 tr•��- • All. 'I k 11i �� i r '.z �i ,� � , I i in 'I{ 'I 0 200 400 600 800 } T�y `' t'1- 4 � _ - J . • ih I • 1 . 1 I 1.1 ill ill i ea- Figure 5 - 11 Scenario 4 Noise Contour Map (dBA) Badger CGF and Buffalo Compressor Station Noise Modelin g Behrens and Associates Inc . Environmental Noise Control 6. Conclusion Predictive noise models were created to represent the proposed operations at the Badger CGF and Buffalo Compressor Station operated by Elevation Midstream LLC . Noise sensitive receptor locations included in the modeling were placed in compliance with the applicable noise standards of Weld County, Colorado . Our analysis indicates that the predicted numerical and graphical noise modeling results for Scenario 1 indicate that the predicted noise levels at Receptor Location 2 will exceed the allowable nighttime limits for Weld County. The results for Scenarios 2 through 4 indicate that the predicted noise levels at all modeled receptor locations will comply with the allowable residential noise limits of Weld County. No additional acoustical mitigation measures are recommended at this time . Additionally, the noise modeling results for Scenarios 2 through 4 predict that the noise levels of the proposed Badger CGF and Compressor Station will be at or below average ambient noise levels show in Table 4- 1 . Conclusion 21 Behrens and Associates , Inc . Environmental Noise Control Appendix A - Glossary of Acoustical Terms Glossary of Acoustical Terms 22 Behrens and Associates , Inc . Environmental Noise Control Ambient Noise The all -encompassing noise associated with a given environment at a specified time , usually acomposite of sound from many sources both near and far . Average Sound Level See Equivalent-Continuous Sound Level A-Weighted Decibel Scale The human ear is more sensitive to some sound frequencies than others . It is therefore common practice to apply a filter to measured sound levels to approximate the frequency sensitivity of the human ear. One such filter is called the A -weighted decibel scale which emphasizes sounds between 1 ,000 and 5 ,000 Hertz by discounting the frequencies outside of this range. As the human ear is less sensitive to low frequency noise, the A-weighted decibel scale begins to increasingly discount noise below 500 Hertz. Measurements conducted utilizing the A-weighted decibel scale are denoted with an "(A) " or "A" after the decibel abbreviation (dB(A) or dBA) . The A-weighted scale is nearly universally used when assessing noise impact on humans . C -Weighted Decibel Scale High level low frequency noise can propagate large distances from its source . Although not always audible, high levels of low frequency noise can induce vibrations in objects or structures which could become evident in ways that might be annoying to humans (e . g. , rattling of windows) . The C -weighted decibel scale, which was developed to estimate human ear sensitivity to high noise levels , is a flatter filter that does not discount low frequency noise as much as the A-weighted decibel scale. As a result, a C-weighted decibel measurement could be significantly higher than an A - weighted decibel measurement if the noise being measured contains a heavy low frequency content . Measurements conducted utilizing the C -weighted decibel scale are denoted with an "(C) " or " C" after the decibel abbreviation (dB( C.) or dBC ) . C -weighted noise level limits are sometimes included in noise regulations as a way to address low frequency environmental noise issues . Community Noise Equivalent Level (CNEL) A 24 -hour A- weighted average sound level which takes into account the fact that a given level of noise may be more or less tolerable depending on when it occurs. The CNEL measure of noise exposure weights average hourly noise levels by 5 dB for the evening hours (between 7 : 00 pin and 10 : 00 pm ) , and 10 dB between 10 : 00 pin and 7 : 00 am , then combines the results with the daytime levels to produce the final CNEL value .. It is measured in decibels , dbs . Day-Night Average Sound Level (Ldn) A measure of noise exposure level that is similar to CNEL except that there is no weighting applied to the evening hours of 7 : 00 pm to 10 : 00 pm . It is measured in decibels , dB . Glossary of Acoustical Terms Behrens and Associates , Inc . Environmental Noise Control Daytime Average Sound Level The time-averaged A -weighted sound level measured between the hours of 7 : 00 am to 7 : 00 pm. It is measured in decibels , dB . Decay Rate The time taken for the sound pressure level at a given frequency to decrease in a room . It is measured in decibels per second , dB/s . Decibel ( dB) The basic unit of measurement for sound level . Direct Sound Sound that reaches a given location in a direct line from the source without any reflections. Divergence The spreading of sound waves from a source in a free field, resulting in a reduction in sound pressure level with increasing distance from the source . Energy Basis This refers to the procedure of summing or averaging sound pressure levels on the basis of their squared pressures . This method involves the conversion of decibels to pressures, then performing the necessary arithmetic calculations , and finally changing the pressure back to decibels. Equivalent-Continuous Sound Level (Leq) The average sound level measured over a specified time period, It is a single -number measure of time- varying noise over a specified time period. It is the level of a steady sound that, in a stated time period and at a stated location , has the same A.-weighted sound energy as the time-varying sound. For example, a person who experiences an Leq of 60 dB(A) for a period of 10 minutes standing next to a busy street is exposed to the same amount of sound energy as if he had experienced a constant noise level of 60 dB(A) for 10 minutes rather than the time -varying traffic noise level. It is measured in decibels , dB . Fast Response A setting on the sound level meter that determines how sound levels are averaged over time . A fast sound level is always more strongly influenced by recent sounds , and less influenced by sounds occurring in the distant past, than the corresponding slow sound level . For the same non- steady sound , the maximum fast sound level is generally greater than the corresponding maximum slow sound level . Fast response is typically used to measure impact sound levels . Field Impact Insulation Class (FIIC) A single number rating similar to the impact insulation class except that the impact sound pressure levels are measured in the field. Glossary of Acoustical Terms 24 Behrens and Associates , Inc . Environmental Noise Control Field Sound Transmission Class (FTC ) A single number rating similar to sound transmission class except that the transmission loss values used to derive this class are measured in the field. Flanking Sound Transmission The transmission of sound from a room in which a source is located to an adjacent receiving room by paths other than through the common partition. Also , the diffraction of noise around the ends of a barrier . Frequency The number of oscillations per second of a sound wave Hourly Average Sound Level (HNL) The equivalent -continuous sound level, Leq, over a 1 -hour period. Impact Insulation Class (TIC] A single number rating used to compare the effectiveness of floor/ceiling assemblies in providin reduction of impact-generated sound such as the sound of a person' s walking across the upstairs floor. Imp act Noise The noise that results when two objects collide . Impulse Noise Noise of a transient nature due to the sudden impulse of pressure like that created by a gunshot or balloon bursting . Insertion Loss The decrease in sound power level measured at the location of the receiver when an element ( e . g. , a noise barrier) is inserted in the transmission path between the sound source and the receiver. Inverse Square Law A rule by which the sound intensity varies inversely with the square of the distance from the source . This results in a 6dB decrease in sound pressure level for each doubling of distance from the source . Ln Percentile Sound Level The noise level exceeded for n% of the measurement period where n is between 0 . 01 % and 99 . 99 % . Usually includes a descriptor i. e . A-weighting . Common Lnvalues include LA 10 , LA 50 ,0 , and LA90 levels . LA 10 would represent the A-weighted sound level that is exceeded for 10% of the measurement period . Masking The process by which the threshold of hearing for one sound is raised by the presence of another sound. Maximum Sound Level (Lmax) The greatest sound level measured on a sound level meter during a designated time interval or event. Glossary of Acoustical Terns 25 Behrens and Associates , Inc . Environmental Noise Control NC Curves (Noise Criterion Curves) A system for rating the noisiness of an occupied indoor space . An actual octave- band spectrum is compared with a set of standard NC curves to determine the NC level of the space . Noise Isolation Class (NIC ) A single number rating derived from the measured values of noise reduction between two enclosed spaces that are connected by one or more partitions. Unlike STC or NNIC , this rating is not adjusted or normalized to a measured or standard reverberation time . Noise Reduction The difference in sound pressure level between any two points. Noise Reduction Coefficient (NRC ) A single number rating of the sound absorption properties of a material . It is the average of the sound absorption coefficients at 250 , 500 , 1000 , and 2000 Hz , rounded to the nearest multiple of 0 . 05 . Normalized Noise Isolation Class (NNIC ) A single number rating similar to the noise isolation class except that the measured noise reduction values are normalized to a reverberation time of 0 . 5 seconds. Octave The frequency interval between two sounds whose frequency ratio is 2 . For example , the frequency interval between 500 Hz and 1 ,000 Hz is one octave. Octave-Band Sound Level For an octave frequency band, the sound pressure level of the sound contained within that band . One-Third Octave The frequency interval between two sounds whose frequency ratio is 2 "( 1 /3 ) . For example , the frequency interval between 200 Hz and 250 Hz is one-third octave . One-Third-Octave-Band Sound Level For a one- third- octave frequency band, the sound pressure level of the sound contained within that band . Outdoor-Indoor Transmission Class (OITC) A single number rating used to compare the sound insulation properties of building façade elements . This rating is designed to correlate with subjective impressions of the ability of facade elements to reduce the overall loudness of ground and air transportation noise . Peak Sound Level (Lpk) The maximum instantaneous sound level during a stated time period or event. Pink Noise Noise that has approximatelyequal intensifies at each octave or one-third-octave band. Glossary of Acoustical Terms 26 Behrens and Associates , Inc . Environmental Noise Control Point Source A source that radiates sound as if from a single point. RC Curves (Room Criterion Curves) A system for rating the noisiness of an occupied indoor space . An actual octave- band spectrum is compared with a set of standard RC curves to determine the RC level of the space . Real-Time Analyzer (RTA ) An instrument for the determination of a sound spectrum . Receiver A person (or persons) or equipment which is affected by noise . Reflected Sound Sound that persists in an enclosed space as a result of repeated reflections or scattering. It does not include sound that travels directly from the source without reflections . Reverberation The persistence of a sound in an enclosed or partially enclosed space after the source of the sound has stopped, due to the repeated reflection of the sound waves. Room Absorption The total absorption within a room due to all objects , surfaces and air absorption within the room. It is measured in Sabins or metric Sabins . Slow Response A setting on the sound level meter that determines how measured sound levels are averaged over time . A. slow sound level is more influenced by sounds occurring in the distant past that the corresponding fast sound level. Sound A physical disturbance in a medium (e . g. , air) that is capable of being detected by the human ear . Sound Absorption Coefficient A measure of the sound- absorptive property of a material . Sound Insulation The capacity of a structure or element to prevent sound from reaching a receiver room either by absorption or reflection , Sound Level Meter (SLM) An instrument used for the measurement of sound level , with a standard frequency-weighting and standard exponentially weighted time averaging . Glossary of Acoustical Terms L Behrens and Associates , Inc . Environmental Noise Control Sound Power Level A physical measure of the amount of power a sound source radiates into the surrounding air. It is measured in decibels . Sound Pressure Level A physical measure of the magnitude of a sound. It is related to the sound' s energy. The terms sound pressure level and sound level are often used interchangeably . Sound Transmission Class (ST ) A single number rating used to compare the sound insulation properties of wails , floors , ceilings , windows , or doors . This rating is designed to correlate with subjective impressions of the ability of building elements to reduce the overall loudness of speech , radio, television, and similar noise sources in offices and buildings. Source Room A room that contains a noise source or sources Spectrum The spectrum of a sound wave is a description of its resolution into components , each of different frequency and usually different amplitude . Tapping Machine A device used in rating different floor constructions against impacts . It produces a series of impacts on the floor under test, 10 times per second . Tone A sound with a distinct pitch Transmission Loss (TL) A property of a material or structure describing its ability to reduce the transmission of sound at a particular frequency from one space to another. The higher the TL value the more effective the material or structure is in reducing sound between two spaces . It is measured in decibels. ,White Noise Noise that has approximately equal intensities at all frequencies . Windscreen A porous covering for a microphone, designed to reduce the noise generated by the passage of wind over the microphone . Glossary of Acoustical Terms 28 EXHIBIT Selena Baltierra a§ .� -- • To: Isabella Juanicorena Subject: RE : Weld County Department of Planning Services Case File USR18 - 0061 From : Warren , Lisa < LWarren@trcsolutions . com > Sent : Tuesday, December 04, 2018 10 : 03 AM To : Chris Gathman < cgathman@weldgov . com > Cc : Matthew Eyser < meyser@extractionog . com >; Ghislaine Bruner < GBruner@Polsinelli . com >; Bonnie Lamond < blamond@extractionog . com >; Gradle , Denise < DGradle@trcsolutions . com >; Hazleton , Matthew < M Hazleton@tresolutions . com > Subject : Weld County Department of Planning Services Case File USR18 -0061 Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe . Hi Chris — Please see the attached updated lighting plans for the Elevation Midstream Badger CGF and Buffalo Compressor Station , per request of the Weld County Planning Commission on November 20, 2018 . Please let me know if you have questions . Thanks ! - Lisa Lisa A . Warren Senior Environmental Planner dool 1526 Cole Boulevard , Building 3, Suite 150, Lakewood , CO 80401 r TRee Fax : 303 . 792 . 0122 Direct :tied 303 -868 -7190 Main : 303 . 792 . 5555 , Results you con rely on Linkedln ; Twitter Blog www . trcsolutions . com TRC Our Values Are : Safety : : Creativity : Accountability : Teamwork : Passion Cans la • Cifigala '.• CONFIDENTIALITY NOTICE : This communication and any accompanying document(s) are confidential and privileged. They are intended for the sole use of the addressee. If you receive this transmission in error, you are advised that any disclosure, copying, distribution, or the taking of any action in reliance upon the communication is strictly prohibited . If you received this message in error, please immediately notify me by replying to this message or by telephone at (816) 853-0634 and then delete the message. Thank you. M Please consider the environment before printing this email . 1 A.Ailtdikk .........„........_...........„ ELEV4TION ��, MI D R T R R E A M --��--��,, •�� B U 11L F 111_J I�SI C II 1�7 M-D 11L�111-- R 11L ll1 eh ISSUE I FS-- IJSF PERMIT'- G 1 ' /2S/ 1 :fl ELECTRICAL DRAWINGS REV DWG. NO. DRAWING TITLE REV DWG. NO. DRAWING TITLE REV DWG. NO. DRAWING TITLE REV DWG. NO. DRAWING TITLE REVS SUE-NM SE OOThO ®ECTRICALCOVER PACE ".. L. "' rc., k. -:,_ONO) t' REVS NUN-EAtS k1-0OIOO UCa4TING PLOT PLAN REVA f--. '7:DS03 I,. REVS RLIFWLD041-00102 UGHTING AREA PLAN REV?. REVEL BUFVWED04100104 UGHTINGAREA PLAN RE, H'.. .BEAU WW1 BEAN BUFRLU04103106 UGHTINGAREA PLAN B. LAN,032a) B. DULL U.;.11NVLI V. 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"- T+ GRCUNCING AREA PLAN REVS RUFWLD011-00142 LIGHTING AREA PLAN N- GRCUNCINC AREA PLAN REVS BUFLALD041 00144 i1GHTINGAREA PLAN H'.. GRCUNCING AREA PLAN E REAR BUFLALLC041-00146 LIGHTING AREA PLAN B. GRCUNCING AREA PLAN REVB BLE-RL6011-0014S UGIHTINGAREA PLAN P.. GRCUNCINGAREA PLAN REVS BUPNLD 1-00145 UGHTINGAREA PLAN E. GRCUNCINC AREA PLAN REVS BILE WED 04103133 UGHTINGAREA PLAN GfCUNCINC AREA PLAN REVS BUFVNLC041-W1.52 LIGHTING AREA PLAN GRCUNCING AREA PLAN AL REVS RUFLULC-041-00L54 UG+ITNGAREA PLAN GRCUNCING AREA PLAN REVS RUE LC041-00L56 LIC-H-LING MCC PLAN BUFWLOt'd0-002C$ LIGHTINGCETAILS GRCUNCINC AREA PLAN REVA BURLALLD-042 OD2E6 LIGHTING CETAILS GRCUNEING AREA PLAN REVA GRCUNCING AREA PLAN =s REVA -.5 -ID[IE I,. GRUUNCING AREA PLAN 3 REVA FOAL-003N Rc:.. GROUNCIAG AREA PLAN REVA ,,IF Wit.J.1 0:W4 F.:,... GRCLNDINGARFA PLAN REVA .. GRCLNDING AREA PLAN S G ',.'.3 S 2 NOTES: REFERENCE DRAWINGS REVISIONS APPROVALS L SIGNATURE DATE ELEW1ON DRAWN J.HANN 08/24/18 *� +� _ CHECKED 0.CHERRY 08/24/18 KAEIUNA.ET�-l�RE LLC WESTNSTER,CO80021 BUFFALO COMPRESSOR STATION 3 aPPRo ED DONNELLY 08/24/18 IOgo3-051-7674 'BY:KAHUllIA DEVON LLc. ELECTRICAL 5 B ISSUED FOR USR PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 COVER PAGE a A ISSUED FOR BID RF 88/21/18 DC 08/31/16 ED 08/31/18 SCALE: DRAWING N0. REV, ENO NO. TITLE RP DESCRIPTION BY DATE CHK BE CHIN DATE APR BY APR DATE NTS I BUF-WLD-040-0001 0 V N A t A e PLANT NORTH i' 041 00102 �` _ 041 00104 i 041-00106 041-00110 - 041-00112 041-00114 - - - -__.„)..i.,<„,,, _- - - - - - - 041-00116 '041-00118 � 041-00120 041-00122 \\A i� 111 -------- ��. ��, , ��__ �, E - - - - - - 111 - - - - �—i l I o u o ,� i 041-00128 : 041-00130 : I I .I,. I u l TTT sew ��_ 041-00134 J 041-00136 041-00138 I - 17 L�J `�I; . ',� d, , I - - L A.I.. .�....�... �..�� - - I - - l I r I 041-00142 El II 041-00144 • = r 041-00148 i I I Q 041-00146 Yu'-L .il.1 iV ® I 041-00149 041-00150 041i Go -00152 041-00154 I H_________________________________________:-_______—/ PLOT PLAN SCALE I'=5O'-O• 5,3L. 1 D' S scale feet 2 NOTES: REVISIONS APPROVALS 1, SICNAPJRE DATE �'A�� DRAWN J.RAN 08/O1/18 *�� r�rf'11RJ1� CHECKED D.CHERRY 09/27/16 KAHUNIA In1JPE lLC BUFFALO COMPRESSOR STATION 3O3-451-7274 GO 8OO21 ELECTRICAL 3 APPROVED DONNELLY 09/27/16 LLL111 WESTO -7374 .Y:KAMM..DESIGN MC. LIGHTING B ISSUED FOR USR PERMITTING VP 11/26/18 DC 11/28/18 ED 11/28/18 PLAT PLAN A ISSUED FOR BID RF O8/31/18 DC O8/31/16 ED 08/31/1E SCALE: I DRAWING NO, REV, irrulnr hlnrL Fa "VTR fAIEI TRPaLf" REV DESCRIPTION BY DATE CHK BY CHK DATE APR BY APR DATE 1"=5O'-A BUF-WLD-041-40100 B N DRAWING LIMITS N. 1000' 1 • 1 1 PLANT 1 1 NORTH 1 1 I I 1 ii I II 1 1 cri 1 I z rX x X 7 7 7 x x 7 7 7 7 7 x x X 7 x 7 X x x X X X X 2 x x X K X X X x X X X X x 2 x X X X X X X X XI Q I W W I 1 1 CO) J 1 1 3 I �. 1 1 O 1 I uy al I Ki 3 in 1 1 Iil 1 1 W F' i Z_ E 1 / 1 = a I -------- 1 Q LI / I / I I i 1 I / I F, 1 / 1 8 1 / 1 I 1 I 1 cLt 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - J MATCH LINE N.900' FOR CONT SEE DWG: BUF-WLD-041-00110 2' 0 2 4' 6 E 1a i eet scale SCALE. 3/15"=E-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. BUF-WLD-042-00208 SIGNATURE DATE }�.0 �y��.�y BUF-VTLD-042-002D9 DCHECKED D.WN JCH CHERRY DB/227/18 KAIru�le..DITUtti7 PLC /18 ELEVIBON 0 2. ALL LICHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OFWESTMIN5TER"G080021 BUFFALO COMPRESSOR STATION AREAS NOT IN USE. APPROVED DONNELLY as/z�/1e 303-451-7374 ELECTRICAL r.BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/1 8 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING NO. REV. L_ REV DESCRIPTION BY DATE CAT BY CAT DATE APR BY APR DATE 3/16"-1'-0"I BUF-WLD-041-00102 13 N DRAWING LIMITS N. 1000' 1 • 1 1 PLANT 1 1 NORTH 1 1 I I I I I 1 1 1 64 I I .t- 0 1 1O O 1 1 O 9r;of Io J1 I -}i 1 1 ml Im yi 1 I6 1 W -xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxlWA ILI NI 1NJ I- 1 1 I- 73. CC gi O 1 1 C 1y 1 1 LL IIra 3 to W 1 1 LII W 1 1 W -. 0 1 1 5 1 1 F � I I li 1 1 i 1 1 LI I I 1 1 T 1 1 I I F, 1 1 1 1 N I I 1 11 Lmmmmmmmmmmmmmmmmm • mm • mmmmmmmmmmmmmmmmmmmmm m. MATCH LINE N.900' FOR CONT SEE DWG: BUF-WLD-041-00112 2' a 2 4 6 E 1a i eet scale SCALE. 3/15"=1'-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. HIE-WLD-042-00208 SIGNATURE DATE }�.0 �y��.�y BUF-VVLD-042-002D9 DCHECKED D.WN JCH CHERRY DB/227/18 KARL IA.CI'l1Vtti7 PLC /18 ELEVIBON 0 2. ALL LICHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF WESTMIN5TER"G08002I BUFFALO COMPRESSOR STATION AREAS NOT IN USE. APPROVED oaDNEtLY as/z�/1e 303-451-7374 ELECTRICAL '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SG+LE: DRAWING N0. REV. L_ REV DESCRIPTION BY DATE CON BY CON DATE APR BY APR DATE 3/16"-1-0"I BUF-WLD-041-00104 U N DRAWING LIMITS N. 1000' 1 • 1 1 PLANT I I NORTH I I I I 1 I I 1 3 L O1 1 of J 1 1 2 di 1 '$ 1 1 ▪ -x x X X x X x x X X X x X x x X X X X X x x X X W WI I � CO) 1 x I I ▪ 1 1 J � �- x I Z gi O 1 \ x 1 u. 1 \ 1g.,,, F. IW 1 ' 1 MI � x 1 1 x 1 \ 1 1 1 5 \ \ x 1 ' \ 1 1 \ 1 x 1 x I 1 \ 1 1 x 1 F:,:,, I x I I cLt 1 1 1 -- - --- - - - - - -- - - - - - - - - = - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - J MATCH LINE N. 900' FOR CONT SEE DWG: BUF-WLD-041-00114 r D 2 4' 6 e 1D • eet scale SCALE. 3/15"=C-0" NOTES: REVISIONS APPROVALS w 1. REFER TO LIGHTING DETAILS DWG. BUF-WLD-042-00208 SIGNATURE DATE �� BUF-VDLD-042_002D9 DRAWN J.RON 08/06/18 *� ON §J CHECKED D.CHERRY 08/27/18 KAHUNAVDI URES!Lc BUFFALO COMPRESSOR STATION a 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY 08/27/18 WE5TMIN5TER"G080021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USR.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING N0. REV. L_ REV DESCRIPTION BY DATE OHO AT OAK DATE APR TY APR DATE 3/1R"-1-0"I BUF-WLD-041-00106 13 N MATCH LINE N.900' FOR CONT SEE DWG: BUF-WLD-041-00102 1 • 1 1 PLANT I I NORTH I I I I 1 1 1 , 1 1 1 I " I I 8 I 04 , I T.: ci. I O a Cr) n O © 0 FLARE KO CIO 1 "l O I 13 i M I 12" GABLE TRAY 1 t7 1 D I uj W en II IO IrWn JI 67] = 1 H Z 'I I3 { V 1 I O 1IX I LL N I I W I ig 1 1 1 1 LI I I 1 1 e IQII II I 1 1 - - - - - L - - - - - - - - - - - - - -- - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - J MATCH LINE N.800' FOR CONT SEE DWG: BUF-WLD-041-00118 2 D 2 4' 6 E 12 i eet scale SCALE. 3/15"=1'-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. BUF-WLD-042-00208 SIGNATURE DATE LT-NU-042-00209 �LT-NU-042-00209 DRAWN J.RON 08/06/18 *� §J CHECKED D.CHERRY DB/27/18 KAHUNAVDI URES!LC BUFFALO COMPRESSOR STATION a 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY 08/27/18 WE5TMIN5TER"G080021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING N0. REV. L_ REV DESCRIPTION BY DATE CHN BY CNN DATE APR BY APR DATE 3/16"-1'-0"I BUF-WLD-041-00110 U N MATCH LINE N. 900' FOR CONT SEE DWG: BUF-WLD-041-00104 .5''' l © PLANT I niR-9B300 IIIiii i NORTH I FUEL GAS BUY—BACK METER W. I I Irrm-i , II� _•.'_•• III III„ 11118100D ETMETERING_'—'.II [ J I o I v .t- O i a " ; 1 0 V�98100 p O L - - - - - FLARE KO� O \ f / y if y 10 a J, I pp�� y I _ I I ■ I J 1 dlh 12° CABLE TRAY �— IJB-61000 I ml W a- Im t7 , P 10BIA [v' ] I 6 1 FLARE KO PUMP L. - 1 G I L.3 00268 C LLI UI 00208W • ID u a T. i In ▪ ' I 111 I' ' z oI IJE-98100 Cd gi 0 � iC IL ILL 36" CABLE TRAY 3 in to W 1 1 LLI WI IW I I � '. ' H � I I ig 2. I1 1 T 1 1 I I F, 1 1 1 1 N I I 1 1 cLt 1 1 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - ----- -- - - - - - - - - -- - - - -- - - - - - - J MATCH LINE N.800' FOR CONT SEE DWG: BUF-WLD-041-00120 U D A 4 6 e 1A i eet scale SCALE. 3/15"=1'-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. BUF-WLD-042-00208 SICNANRE DATE �� BUR-VVLD-042_00209 DRAWN J.RON 08/06/18 *� ON §J CHECKED D.CHERRY DE/27/18 KAHUNAVDI URES!Lc BUFFALO COMPRESSOR STATION 0 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/27/1E WEDTMIN5TEP"CO80021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 'BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USR.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE DRAWING NO. REV. L_ REV DESCRIPTION BY DATE CHO DC CAN DATE APR DO APR DATE 3/16"-1'-0"I BUF-WLD-041-00112 U N MATCH LINE N.900' FOR CONT SEE DWG: BUF-WLD-041-00106 1 e 1 • 1 x 1 x I PLANT I ,L11111111 I NORTH I _ x 1 1 I I x , I x I 1 1 N 1 \ 1 I I f 0 . I r 1 „._ Ca. ' \ \ xrx 1 J 1 r 1 1 1 l 1 ml #r I Zr I \ ' W W▪ I \ I � Z▪ I IJ\ A. 8I r I 2 \ \ x ..„ ... 1 1 rx WI \ r J = I \ \ r I ''''' E \ r 1 I 1 LI I N \ %r 1 1 r 1 \ fr Ix 1 \ ti \ 1 a 1 \... r 1 N I I 1 1 Ct \ 1 *\ 1 L - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - . - - - - - - - - - - - - - - - -� - - - - - - -- - - - -- - - - - - - J MATCH LINE N.800' FOR CONT SEE DWG: BUF-WLD-041-00122 2' D 2 4' 6 E 1D i eet scale SCALE. 3/15•=1'-0" NOTES: REVISIONS APPROVALS w 1. REFER TO LIGHTING DETAILS DWG. BUF-WLD-042-90208 SIGNATURE DATE �� BUF-WLD-042_002D9 DRAWN J.RON 08/06/18 *� ON §J CHECKED D.CHERRY DB/27/18 KAHUNAVDI URES!Lc BUFFALO COMPRESSOR STATION O 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/27/1E WE5TMIN5TER,CO80021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USR.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING N0. REV. L_ REV DESCRIPTION BY DATE OHO SC CON DATE APR DO APR DATE 3/1R"-1-0'I BUF-WLD-041-00114 U N DRAWING LIMITS N.800' 1 • I x I 1 PLANT 1 1 NORTH 1 LS x ® 1 I 00298 x I 1 I x 1 1 1 I CO It 1 1 O 1 1 O I Or 1 x I -}i I Im N1 x 1 61 I Iu Ien — I x IW 11 x 1 CO) J 1 1 Z E 3OI x ILI 1 x 1 C 1 I LL � I Icf, LLI 1 1 1W Z E I X I n 1 1 5 I I- x 1 1 i 1 x 1 LI I x 1 1 I x 1 I F, 1 1 LY 1 x 1 N I 1 1 1 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - .- DRAWING LIMITS N. 700' 2' 0 2 4 6 E 10 _ M eet scale SCALE. 3/15"=1'-0" NOTES: REVISIONS APPROVALS w 1. REFER TO LIGHTING DETAILS DWG. BUF-WLD-042-00208 SIGNATURE DATE �� DUF-UVLD-042_002D9 DRAWN J.RON 08/01/18 *� ON §J CHECKED D.CHERRY DB/27/18 KAHUNAVDI URES!Lc BUFFALO COMPRESSOR STATION 0 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/27/18 WE5TMIN5TER"G080021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 'BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING NO, REV, L_ REV DESCRIPTION BY DATE CAR BY OAK DATE APR DO APR DATE 3/16"-1'-0"I BUF-WLD-041-00116 13 N MATCH LINE N.800' FOR CONT SEE DWG: BUF-WLD-041-00110 � - - - - � - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- ---� 1 I 1 • 1 1 PLANT 1 F7.r}D0D( 1 NORTH 1 COMBUSTOR 1 {FUTURE)_--' I c 1 I I I I , 1-11 6: tl I I R, 0 1 1 0 O 1 1 O CI Io J 1 . . I JJ} U I IL ml Im 3 ' I 0 0:! I ILI WI I LLI W N1 1 NJ ZI IZ E 8I 71 S .' 1 SK 1 5 Q 1L 1 BTEX SKID LL M I (FUTURE) I ' W I I C in 1:81 T. T 1 4 I W W 1 1 W I I I 0 1 1 U I1 I I_ � I Ii I I LL-la I I LI I I I I - - I T I I I F, I I I I P.:,:,, I I I I cLt I I - - - - - o - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - J DRAWING LIMITS N.700' 2' D U 4° 6 8 1G' • feet scale SCALE. 3/10'=1'-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. RUE-WLD-042-90208 SIGNATURE DATE BUF-WLD-042_002D9 DRAWN J.RON 08/01/18 r.E[tAIY17 *� L. CHECKED D.CHERRY DB/27/18 KAIIUNAVDIiURE!!LC BUFFALO COMPRESSOR STATION a 2. ALL LICHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/27/18 WE5TMINETEPCO80021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING N0. REV. L_ REV DESCRIPTION BY DATE CHI(TO CHI(DATE APR DY APR DATE 3/16"-1'-T'I BUF-WLD-041-00118 U N MATCH LINE N.800' FOR CONT SEE DWG: BUF-WLD-041-00112 1 • I I — RIO PANEL I PLANT 1 NORTH B-51ODD I IJB-62000 I JB-63900 I 1 1 1 1 OO I I PIA O I ° 1 O D a J I I a 1 1 P 1 11 r 1 3 IL I 24" CABLE TRAY ® �. .� I m O 6 1 I `$ LIJ yILI I ii ilil 4 1 H AL O i d ^I 00206 I V LL 1 lilul 11 LL (J IE„iI 0 I ea 3 in W1 ---'='--.---'='--. I W W IMP �]QvQ-Q-[� Lu Z I— REGEN DISCHARGE FILTER DISGHARER I Z_ I (FUTURE) (FUTURE)/ I J E = I I 2 1 1 U I O I2 35" CABLE TRAY I DO 1 ' I I CD I i i 1 / © 1 1 1 T40001 r T-62000 2 I DEHYDRATION TOWER DEHYDRA 0O TOWER a DI FUTURE) 1 1 cLt 1 1 - - — - - —am —- - —am — - - — - - - - - - — -- - - - - - - - - -°a--_-_ -E-- — - - — - - — - - - - — -- — - - — - - J MATCH LINE N.700' FOR CONT SEE DWG: BUF-WLD-041-00128 5 D 2 4 6 e 15 i eet scale SCALE 3/15"=1-0• NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. HIE-WLD-042-90208 SIGNATURE DATE �� BUF-DDLD-042_00209 DRAWN J.RON 08/01/18 ON §J *�CHECKED D.CHERRY DE/27/18 KAHUNAVE1lRURE!!Lc BUFFALO COMPRESSOR STATION a 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY 38/27/18 WE5TMIN5TER"GO8OO21 ELECTRICAL i AREAS NOT IN USE. 3O3-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE' DRAWING N0. REV. L_ REV DESCRIPTION BY DATE CAR BY OAK DATE APR BY APR DATE 3/1R"-1'-0"I BUF-WLD-041-00120 U N MATCH LINE N. 800' FOR CONT SEE DWG: BUF-041-00114 CO 1 1 I I PLANT NORTH I I 1 1 I 43 00208 rI I 0 . 1 of I , 1 F 1 1 1 f 1 P 1 mI u w I 1 I - r 0 1 24"CABLE TRAY I Cr '$ 1 I . W WI441 Iy CO) i ICI II- I a I J AA 8e vj Iz gi LL ; moo OP 000 : o 1 COMBUSTOR 0 Li j ;LTD I TEG COOLER B�EX CONDENSF�R BTEX SKID W 1 1 W ' el, I F, Sk63000 Z I REGEN SKID I1 I 2 El a I I I I ® ® a a = 1 1 T 1 1 F, 1 1 1 TEG DRAINS SUMP 0 O 1 1 cLt 1 1 - - - - -- - - --—-- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - J MATCH LINE N. 700' FOR CONT SEE DWG: BUF-WLD-041-00130 C D 2 A 6 E 15 i eet scale SCALE. 3/15•=T-0" NOTES: REVISIONS APPROVALS w 1. REFER TO LIGHTING DETAILS DWG. HUE-WLD-042-00208 SIGNATURE DATE �� BUF-GILD-042_002D9 DRAWN J.RON 06/06/16 *� ON §J CHECKED D.CHERRY DB/27/18 KAIIUNAVDIiURE!!Lc BUFFALO COMPRESSOR STATION 0 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/27/18 WE5TMIN5TER.CO 80021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN A A ISSUED FOR BID RF 08/71/18 DC 08/31/18 ED 08/31/16 SCALE: DRAWING NO, REV. L_ REV DESCRIPTION BY DATE RHO AT RHO DATE APR DA APR DATE 3/16"-1-0'I BUF-WLD-041-00122 U N MATCH LINE N. 700' FOR CONT SEE DWG: BUF-WLD-041-00120 1 • 1 1 I I PLANT 1 L 3 1 NORTH 1 1 I I 1 1 1 1 F O, 1 COALESCING FILTER SEPARATOR COALESCING FILTER SEPARATOR I I COALESCING H 1 I 3b" CABLE TRAY I CO9 It gay I I Or a 1 I JJ} 1 1 ' I Im el 1 1 in 1 I ILI Ci Ien — I IW 1 1 CO, JI uJ 1 Z 31 I � 1 I O 1 I Li. 0I I ;O 3 c 12 I 1 la 1 1 Lu Z E I I = al ,I; I t1 6" CABLE TRAY 6" CABLE TRAY Q I ig 1 AGM=AMC i I GAS COOLERS I LI 1 1 1 1 F, 1 1 1 1 NI 1 I cLt 1 1 MATCH LINE N.600' FOR CONT SEE DWG: BUF-WLD-041-00136 2' D 2 4' A A 1D i eet scale SCALE. 3/15"=E-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. HIE-WLD-042-00208 SICNANRE DATE �� BUF-VVLD-042_00209 DRAWN J.RON 08/01/18 *� ON §J CHECKED D.CHERRY DE/27/18 KAIIUNAVDIiURE!!Lc BUFFALO COMPRESSOR STATION a 2. ALL LICHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/27/18 WE5TMIN5TER"G080021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN r31`_ A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING NO. REV. L_ REV DESCRIPTION BY DATE CAR BY CAR DATE APR BY APR DATE 3/16"-1'-0"I BUF-WLD-041-00128 13 N MATCH LINE N. 700' FOR CONT SEE DWG: BU -WLD-041-00122 1 • 1 1 PLANT 1 1 NORTH 1 1 I I I I I 1 rI L O 1 C 1 of J 1 1 mI 1 1 Cr '$ 1 I . CI 12 W WI I � CO) 1 I I H 1 I J I IX gi. O 1 I LL 1 1 oo I I O to W 1 I I I E 0 1 I 1 1 18 IU"CABLE TRAY r. U"CABLE TRAY 6" CABLE TRAY 6" GA9LE TRAY 6" CABLE TRAY U" CABLE TRAY 1 1 I 1 1 I I 1 1 1 1 AG43000 AIM AG4ODOO AP=O AG47000 ABC I GAS COOLERS GAS COOLERS GAS COOLERS I LL 1 1 N I I 1 1 cLt 1 I - - - - - ---------------- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - J MATCH LINE N.600' FOR CONT SEE DWG: BUF-WLD-041-00138 r D 2 4 6 e 10 i eet scale SCALE. 3/15•=E-0" NOTES: REVISIONS APPROVALS w 1. REFER TO LIGHTING DETAILS DWG. BUF-WLD-042-00208 SIGNATURE DATE �� BUF-W'LD-042_002D9 DRAWN J.RON 08/06/18 *� ON §J CHECKED D CHERRYDB/27/18 KAIIUNAVDIiURE!!Lc BUFFALO COMPRESSOR STATION 0 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/27/1E WE5TMIN5TER.CO 80021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN A A ISSUED FOR BID RE 08/31/18 DC 08/31/18 ED 08/31/18 STALE: DRAWING NO, REV. L_ REV DESCRIPTION BY DATE CAR BY CAR DATE APR BY APR DATE 3/16"-1-0'I BUF-WLD-041-00130 U N DRAWING LIMITS N.600' 1 • 1 1 PLANT 1 1 NORTH 1 1 I I 1 ii I g 0 O o JJ U. Im ID 1 1 1 I Iu Ci Ien — I IW I 1 1 CO) J 1 1 I- 31 I � 1 I O 1 I Ly a I ;71 3 in I 1 Ili 1 1 Lu Z E I I I 1 5 I 1 1 _yl 2 i 1 LI ) riri; I -I - „ - REFER TO DWG: BUF-WLD-041-001 56 FOR MCC BUILDING.LIGHTNG INFORMATON F, I I 1 =BUILDING 1 6 :: - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - -- L -j- -- - - - - J MATCH LINE N.500' FOR CONT SEE DWG: BUF-WLD-041-00142 r G 2 4 6 E 10 i eet scale SCALE. 3/16"=E-0" NOTES: REVISIONS APPROVALS w 1. REFER TO LIGHTING DETAILS DWG. BUF-WLD-042-00208 SIGNATURE DATE �� DUF-OTLD-042_002D9 DRAWN J.RON 08/01/18 *� �s..�� ON §J CHECKED D.CHERRY 06/27/1: KANUNA VE7�1vRES sec BUFFALO COMPRESSOR STATION 0 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY D:/27/1: WE5TMIN5TER"G080021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USR.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING N0. REV, L_ REV DESCRIPTION BY DATE CAR BY CAR DATE APR BY APR DATE 3/1R"-1'-0"I BUF-WLD-041-00134 13 N MATCH LINE N.600' FOR CONT SEE DWG: BUF-WLD-041-00128 - - - - - - 1 • 1 _ 1 PLANT I I NORTH I - I IAC-41000 AJBC GAS COOLERS 1 1 I ig g I LU CABLE TRAY 6" CABLE TRAY I 38" CABLE TRAY r I 47 I CO 00208 r O 1 0. __ I O O I o of - Io J 1 1 s IL W {'8 IC0 1 riru '$ 1 I ci W I h_n� n u H I W W CO i I- Im G I IA BRAIN SUMP D0204 -01 .!1� U 4,______:.' NOTE 2 il .-In--I.re 1 - (III 1 IL 1 �-� IL 1 in (---I-"---, CO - W I 24" CABLE TRAY r--1---, 041000 I ill I W COMPRESSOR 1 I Z I 00204 I E = 1 �. - - NOTES . 1 = I- 1 _o��; dl s I F c. a I I E oo s = I4 L -` 00209 9022AB ` Liti- I I NOTE 3 NOTE 2 2.i I 5138-41001 -EFT NOTE 3 1 9 i i'l:: I -- -- V5O40 A, V�400B 1 O 0 REFER TO DWG, BUR-KB-041-008GO IA VOLUMETITLE IA VOLUME BOTTLE II FOR NICE BUILDING LIGHTING INFORMATION F, I I CP-41000 a 1I 9. 1 MCC BUILDING SIJB-41000 a 1 IJR-98400 00209 I It - I NOTE 2 1 NOTE 3 i. MATCH LINE N. 500' FOR CONT SEE DWG: BUF-WLD-041-00144 r 0 2 4' 6 e 10 C.74 M eet scale SCALE. 3/15"=1—0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. DUE—WO—042-00208 SIGNATURE DATE �1� 1f�1 BUF-WLD-042-00209 DRAWN 2.RON 08/01/18 ELG[IA1ON 2. USE DIALIGHT SAFESITE LED HIGH BAY MODEL f HED7MC2CDNWNGN CHECKED D.CHERRY DB/28/1B KAHW1AVDITMF !!,C BUFFALO COMPRESSOR STATION a APPROVED DONNELLY DB/28/1E 315TMIN9TEP"CO 80021 ELECTRICAL 1 3. EMERGENCY LIGHTING FED BY UPS, UNSWITCHED. 303-451-7374 4. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF "cv:Kaeuenoeslceu.c. LIGHTING B ISSUED FOR USR.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN 11 AREAS NOT IN USE. A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE DRAWING NO. REV. L_ REV DESCRIPTION BY DATE CAR AU CAR DATE APR BY APR DATE .3/1E."=1'-01 BUF-WLD-041-00136 13 N MATCH LINE N.600' FOR CONT SEE__ _ _ _ _ __ __ _ __ _ __ _ __ __ _ _ _ __ _ _ _ _ _ _ 1 DWG: BUF-VV -041-00130 r _ _ _ _ _ _____ _ -- - - -- - - - - - - - - - - ---- - - -- - - - - - - - - - - -- - - - - I 1 CO I — - I I I PLANT I I NORTH I - - I I I I AC-43000 AMC AC-45000 AJS'C AC-47000 AIBrC I GAS COOLERS GAS COOLERS GAS COOLERS 6" CABLE TRAY 6"CABLE TRAY 6"CABLE TRAY 6" CABLE TRAY 6" CABLE TRAY 6" CABLE TRAY CI I 01 _- _ - - _ I 011 1 o l ' ' _ _00269 I CO209 00209 -I 1 I I 1 I \\\U 1 IL _01 I Zi- 6 I L51 I I . L., ii c71 1' I 1• 1 _ I ii W W I® 00209 n n H I 00209 I I_n n H 24"CABLE TRAY 60269 I-n nILI 1 ' I �' NOTE 2 0 O NOTE 2 ® ° O NOTE 2 ° ■ - N I i i I g ZI 1. 1. 1: 1 - o02a9 00209 ',I 00209 ��_ 92209 V I NOTE 2 ° ,--� � - - I NOTE 2 ° ,--� { - NOTE 2 ° (� � I NOTE 2 I2 OCC 1Q_ j I I.-J W 1 G (III _ ._ II I f■ III 12 IL 1 - r � -_ r '� I � � _- 3 to I �_. I 4j I (--r, C-43000 nil C•45000 il� C-47000 00209 I W iCOMPRESSOR 3 - COMPRESSOR 5 COMPRESSOR 7 NOTE 3 i Z 1. 1. I 1. 1 I 00209 00209 - 00299 • 04209 E LI 1 O NOTE 2 .,. NOTE 2 ... NOTE 2 -•• NOTE 3 1 al H1� ■_ �JI pI��,�. 1 E ■_ al ■_ �JI ■ 4 1 .I.; 1 • 0 I IIF S-- it 1� o III • i I II 5�I 14 00209 'j1�1z . E i 40263 'j1�I' .C�71 00209 'jJ . 00249 4 NOTE 2 NOTE 2 NOTE 2 NOTE 2 1 , •;i'i'i'. II■I �� pia II■II 1 1 - 1 I I F, 1 1; 1. CP-43090 1 C 1 CP-45000 ��—II 1 a CP-47000 E'--II 1': I L., 1 00209 00209 � 00263 00z09 u- 60209 00209 00209 1 P- 8 I ( NOTE 2 NOTE 2 � NOTE 2 NOTE 2 NOTE 2 NOTE 2 �- NOTE 2 NOTE 3 NOTE 3 NOTE 3 NOTE 3 1 IJB-41000 1 --- - - - - - - . . . . - - - fIgi - -I.. .- r. - - -1.-i -� - - -'�r� - - - - �'•'G-"�--..--.' - - - - - --1 MATCH LINE N.500' FOR CONT SEE DWG: BUF-WLD-041-00146 r D 2 4 6 e 10 i eet scale SCALE. 3/15"=1•-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. BUF-WLD-042-00208 SIGNATURE DATE BUF-WLD-042-00209 DRAWN 2.RON 08/01/18 *� �M ON 2. USE DIALIGHT SAFESITE LED HIGH BAY MODEL f HED7MC2CDNWNGN CHECKED D.CHERRY 28/28/18 KAHUMAVDI UREI:Lc BUFFALO COMPRESSOR STATION a APPROVED DONNELLY 28/28/18 WE5TMIN5TEP"CO80021 ELECTRICAL i 3. EMERGENCY LIGHTING FED BY UPS, UNSWITCHED. 303-451-7374 4. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF "ev:Kaeuenoeslceu..c. LIGHTING B ISSUED FOR USR.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN AREAS NOT IN USE. A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING N0. REV, L_ REV DESCRIPTION BY DATE CHN SC CHI(DATE APR BY APR DATE 3/16"-1'-0"I HNF-MELD-041-00138 13 N MATCH LINE N. 500' FOR CONT SEE DWG: BUF-WLD-041-00134 .77.77.7 __ _ _ _ ___i , I E REFER TO DWG: BUF-WLD-0 41-0 01 56 - FOR MCC BUILDING LIGHTING INFORMATIONI E - 1 I PLANT I NORTH I \MGCBULdNG I I O I I 1 - ,\,, I1 I t I_ -1. II I I I I I Cr ❑ I O I to I I JJ} I I U. - I Im 10 1 1 1 I 1 CI ien —uj I IW I 1 1 co) J 1 I 1 I- 4. 3z I I13 o 1 1 0 1 I Li. O1 I I I 1 II _ I I IL I I I I I t, I 1 I_ I I I 4A I I i I I I I I I I 4 I Fits11000 I II INLET PIG RECOVER F, I 1 I PR-13000 i IJR-13000 1 IN CGF PIG RECEIVER 1 • Lct 1 1 J LR MATCH LINE N.400' FOR CONT SEE DWG: BUF-WLD-041-00150 r 0 2' 4' 6 e 10 eet scale SCALE. 3/15•=1'-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. BUF-WLD-042-90208 SIGNATURE DATE BUE-WLD-O42-OO2O9 DRAWN J.RON 08/01/18 r.E[tAIY17 *� §J CHECKED D.CHERRY DB/28/18 KAHWNAVDI URES!Lc BUFFALO COMPRESSOR STATION a 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/28/1E WE5TMIN5TEPCO80021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 'BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 000I: DRAWING N0. REV, L_ REV DESCRIPTION BY DATE CHH TO OHO DATE APR BY APR DATE 3/10-1'-T'I BUF-MELD-041-00142 13 N MATCH LINE N.500' FOR CONT SEE DWG: BUF-WLD-041-00136 REFER TO DWG: BUFIWLD-0 41-0 01 56 ,. — / - ..U0899.; FOR MCC BUILDING LIGHTING INFORMATION II I rf I- I PLANT I __ I I ' NORTH ' 7( I - ��L- F �� I C�� - _ 36" • . CABLE TRAY 24" CABLE TRAY 24° CABLE TRAY = � I 00209 , I CP-42000 I 1 � � `s NOTE 2 Tb li d I II I I - 6 NOTE I of �� ` Io J 1 00209 09209 � j'` j p I J} L. NOTE 3 NOTE 3 � F' aIi _. LL C19 I of4P I gl ' 4 C-42000 I G I I 00209 COMPRESSOR 2 C W NOTE2 I LLI W ``IJ W y CO) L--.-.I' D :E Z Z 01 _ 24" CABLE TRAY pig CJ V7 ,. ,1 1 LL _ p LL Lu FUEL METER 1.p '� C4I I ��,. OQ209tik W 1 IJB-98300 �� NOTE 2 1 LLI Z ' H p ' Z J I z— 36" CABLE TRAY -.._ r, I E = I 12 i S a ' �1 1 ' a 4 v o0 2 FUEL GAS SKID - "I 1 1 i 1 1 I I I I I ti•�i �rI0o0o► BOOSTER PUMP 5" CABLE TRAY 6" CABLE TRAY F, I ill Ili®n I®III Ili Ihh1!h1tdhffl_1_ II I L., 1 of 1 N I I10oas I BOOSTER PUMPo 1 II-III e ! ®II II III II® -1 AC-42000/ C : ' GAS COOLERS - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - r � - - - -- - - -- - - - - - - - - --- - -- - - -- J MATCH LINE N.400' FOR CONT SEE DWG: BUF-WLD-041-00152 0 D C 4' 6 E 10 Illlllo eet scale SCALE. 3/16"=1'-O" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. BUF—WLD-042-00208 SIONAEURE DATE BUF—WLD-042-00209 DRAWN J.RON O8/O1/18 *� �M ON 2. USE DIALIGHT SAFESITE LED HIGH BAY MOTEL f HED7MC2CDNWNGN CHECKED D.CHERRY O8/28/18 KAIHWNAVDITURF eu BUFFALO COMPRESSOR STATION a APPROVED DONNELLY O8/28/18 WESTMINBTEP"CO 80021 ELECTRICAL 1 3. EMERGENCY LIGHTING FED BY UPS, UNSWITCHED. 303-45I-7374 4. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF "ev:Kaeueaoeslceu.c. LIGHTING B ISSUED FOR USR.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN AREAS NOT IN USE. A ISSUED FOR BID RF O8/31/18 DC O8/31/18 ED 08/31/18 SCALE DRAWING NO. REV, L_ REV DESCRIPTION BY DATE RHO BY RHO DATE APR BY APR DATE .3/1E."=1'-01 BUF-WLD-C41-00144 13 N MATCH LINE N.500' FOR CONT SEE DWG: BUF-WLD-041-00138 A CO 1 602179 00209 0 00209 1 PLANT _ 1 1 NORTH 1 24" CABLE TRAY Le I 1 1 "I> 06209 1. 1 00209 1 1 O0209 , I 00200 00209 _ CP-44090 00209 00209 _ CP-48000 00209 00209. _ CP-48009 00209 I NOTE 2 NOTE 2 NOTE 2 NOTE 2 ` NOTE 2 NOTE 2NOTE 2 I NOTE 3 �� NOTE 3 �J� NOTE 3 �� I I I = = = I ryi IS c? I q il I I of II ** IO J I I • ° ° ° 00269 I JJ} 1 1, 1; 1: 1. �, - - 1_.. '� NOTE 3 1 i 00200 00209 Q 00209 00209 jr-{, 00709 00709 00209 LL HIP 4J 211 P 6� S 4A 1n I� NOTE 2 NOTE 2 NOTE 2 NOTE 2 NO E 2 NO E 2 NOTE 2 1 m 6 1 0 44000 C 02209 ��' 1 COMPRESSOR 4 COMPRESSOR 6 NOTE 3 1 Q I I I COMPRESSOR 8 4 4 O W - �IJN-1.--, �IJ _,_,.._-64 W H 1 �I � �I�I) d ��ll y 1 H 11 I Cl— 111tt��11 . in— � I 1: 1. 1: 1: 1. 1. _ 1' to 00200 20209 00209 00209 00209 00209 00209 CO 1 �Cl. F1. 1 W NOTE 2 NOTE 2 ° NOTE 2 NOTE 2 ® ° NOTE 2 NOTE 2 ® ° NOTE 2 1LI w1 a u I I H u u I I H h- a I I 100 >2- ZI 1 I L I IZ J .1 c. PI 24" CABLE TRAY Yu I I i - �a / 1 - I I 1 , 1' f , 5 90209 09209 I 00209 I - I 1 I I 5" CABLE TRAY 6" CABLE TRAY 6" CABLE TRAY 6 CABLE TRAY 6" CABLE TRAY 6" CABLE TRAY 1 1 I AC-44000 A/SC AC 46000 AIM AC-48000 A! ►` GAS COOLERS GAS COOLERS GAS COOLERS I I cLt 1 1 - - - - - -------- - - - -=--- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - J MATCH LINE N. 400' FOR CONT SEE DWG: BUF-WLD-041-00154 0 D 0 .R' 6 e 10 i eet scale SCALE. 3/16"=V-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. BUF-WLB-042-0O208 SIGNATURE DATE BUF-WLD-042-00209 DRAWN J.RON 08/01/18 *� �M ON Llq 2. USE DIALIGHT SAFESITE LED HIGH BAY MODEL f HED7MC2CDNWNGN CHECKED D.CHERRY 08/28/18 KAHUNAV!flURES!Lc BUFFALO COMPRESSOR STATION a APPROVED DONNELLY 08/28/18 WEDTMIN00ER"CO80021 ELECTRICAL A 3. EMERGENCY LIGHTING FED BY UPS, UNSWITCHED. 303-451-7374 4. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF "ev:Kaeueaoeslceu.c. LIGHTING B ISSUED FOR USR.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN AREAS NOT IN USE. A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE DRAWING N0. REV, L_ REV DESCRIPTION BY DATE CAR BY OAK DATE APR TY APR DATE 3/16"-1'-0"I IRLIF-MELD-041-00146 H N DRAWING LIMITS N.500' 1 • 1 1 PLANT 1 1 NORTH 1 1 I I I I I 1 rl I O1 1 1 1 CI I J 1 1 1 1 m � Io O I G 1 1 WI LLI I r N 1 1 1 1 - E 0 I I2 O 1 1 LL 1 1 ; I I 0 W 1 1 I I E = 1 1 i- 1 1 � i I 1 1 i 1 1 LI TK 99700 LUBE OIL DRAINS SUMP I I I o 00 F, 1 1 ty 1 1 N I I 1 1 cLt 1 1 - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - -- - -- -- - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - J DRAWING LIMITS N.400' r D 2 4 6 E 1D• • eet scale SCALE. 3/15"=1'-0" NOTES: REVISIONS APPROVALS w 1. REFER TO LIGHTING DETAILS DWG. HIE-WLD-042-00208 SICNAJRE DATE �� BUF-VELD-042_002D9 DRAWN J.RON 08/01/18 *� ON §J CHECKED D.CHERRY DB/28/18 KAHUNAVDI URES!Lc BUFFALO COMPRESSOR STATION 0 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/28/1E WE5TMIN5TER"G080021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN C A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING NO. REV. L_ REV DESCRIPTION BY DATE RHO AT RHO DATE APR DV APR DATE 3/16"-1'-D"I BUF-WLD-041-00148 U N DRAWING LIMITS N.400' 1 1 x 1 I i''''' l PLANT 1 1 NORTH 1 x 1 x I I I x I 1 I I I IFA I 1 0 1 1 O IOr a I x I -}i I I I I 15:1 N 1 x 1 6 1 I Iu Ien — I x IW 11 x 1 CO) J 1 1 I- 3I I I ° 1 x 1 C 1 I LL -17c0I I � * N\ 143 60208 LLI IZ n E I 1 UI I x 1 x I ig 1 1 i 1 x LI 1 1 I x 1 I F, 1 1 LY 1 x 1 N I 1 1 1 1 1 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - J DRAWING LIMITS N.300' r D 2 4' 6 U 1D M eet scale SCALE. 3/15"=E-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. BUF—WLD-042-00208 SIGNATURE DATE �� BUF—VTLD-042_002D9 DRAWN J.RON 08/01/18 *� ON §J CHECKED D.CHERRY DB/28/18 KAHUNAVDI URES!LC BUFFALO COMPRESSOR STATION a 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/28/1E WE5TMIN5TEPG080021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 'BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RE 08/31/18 DC 08/31/18 ED 08/31/18 STALE: DRAWING NO. REV, L_ REV DESCRIPTION BY DATE CAR BY CUE DATE APR BY APR DATE .3/1E."=1'-01 BUF-WLD-041-00149 13 N MATCH LINE N.400' FOR CONT SEE DWG: BUF-WLD-04'1-00742 r - - - - � - - - -- . .,==.,,_ - - Z-S - - -C_ -C_ - - r�� -C-] -- - - III,•- - - - - - - - -- - - - - 1 • 1 1 ,. ,. PLANT �,. � NORTH ' '- io-- ' : O1 PR7700D PR7 INLET PIG RECEIVER 1E El CGF PIG RECEIVER 1 I . - I 1 \ 1 ▪ I L I Ca C 0 1 1 0 01 (( 11 10 9L— 9r 0 o I [ [ I : 1 I 1 : IL ml u. Im ' ' A W▪ I IW NI I In H I �-! 1 CdI ICC IL ILL ID� I Iin W 1 1 1 W ' I ' W I I � .d I 1 1 U 1I 1 � I I 2 I I I 1 1 I I 1 I 1 1 1 I I F, 1 1 1 1 N I I 1 1 cLt 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - J DRAWING LIMITS N.300' C D 2 4 C E 10 eet scale SCALE. 3/15"=E-0" NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTING DETAILS DWG. HIE-WLD-042-00208 SICNANRE DATE �� BUF-GELD-042_00209 DRAWN J.RON 08/01/18 *� ON §J CHECKED D.CHERRY 58/28/18 KAHUNAVDDIMr !Lc BUFFALO COMPRESSOR STATION a 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY 58/28/18 WE5TMIN5TEK.CO80021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN '6's A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING N0. REV. L_ REV DESCRIPTION BY DATE CHK BY OAK DATE APR DV APR DATE 3/16"-1'--0"I BUF-WLD-041-001550 9 N MATCH LINE N. 400' FOR CONT SEE DWG: BUF-WLD-047-00744 r _ _ _ _ _ _ _ _ __ _ ____ _ _____ _ _ _ _ _ _ _ _ _ _ _ - - - -- __ _____ _ _____ _ _____ __ _ _ 1 1 1 • I 1 LS 00298 I PLANT 1 1 NORTH 1 Tr III 101, 1 I AC 42000 NBCI I 0 0 00 0 1.37000 0 0 0 0 ll GAS COOLERS I CONDENSATE SURGE I / — I 1 1 1 1 8I - I3 0 1 .0208 ' 1 0 T 1 36" CABLE TRAY 1 Co) of Io r� Q o o 0 a vi-z7aoo 0 o 0 0 0 00 f INLET SLUG CATCHER 6" CABLE TRAY J 6" CABLE TRAY m I IJB-31050 I m 6 I ( 1 ll 1 1 IJB-21000 1 ILI W Ci LLI I B 99290 I W I N1 I NJ H 1 1 E Cd I CC O 1 / 1 O LL I Q C 0 O 00 OO O1 )N ED INLET SLUG CATCHER `�_/ N (FUTURE). ■ pp W I I I i°1 I W u WI 4 IW 00208 JI I n 0 1 1 5 I- 1 1 F PEA * P 04A * MUM go at P-09100B LURE OIL PURR TEG MAKE-UP PUMP METHANOL PUMP METHANOL PUMP I I i 1 1 LI 0O 1 1 I T1E®�0 MAS A00 TK-09100 1 g I TUBE OIL TANK TEG MAKE—UP PUMP METHANOL STORAGE TANK F, 1 1 1 u 1 N I I 1 1 cLt 1 1 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - J DRAWING LIMITS N.300' C c 2 4' 6 5 15 eet scale SCALE. 3/15"=C-0" NOTES: REV1510N5 APPROVALS 1. REFER TO LIGHTING DETAILS DWG. BUF—WLD-042-00208 SICNAUJRE DATE �� BUF—GILD-042_00209 DRAWN J.RON 08/01/18 *� ON §J CHECKED D.CHERRY 08/28/18 KAHUNAVENTURE!!LC BUFFALO COMPRESSOR STATION a 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY 08/28/18 WE5TMIN5TER"G080021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"6Y:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USR.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE: DRAWING N0, REV. L_ REV DESCRIPTION BY DATE CAR BY CAR DATE APR DT APR DATE 3/16"-1'-D"I BUF-WLD-041-001552 13 N MATCH LINE N.400' FOR CONT SEE DWG: BUF-WLD-041-00146 r - - - - -- - - -- - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - I 1 CO I PLANT 1 1 NORTH 1 1 IAD44gO0AB AD46OOOAB AG48000AfB I 1 GAS COOLERS GAS COOLERS GAS COOLERS 1 I I 1 O1 1 1 1 of I a 6"CABLE TRAY J 6" GABLE TRAY 6" CABLE TRAY J 6" CABLE TRAY 6" CABLE TRAY 6" CABLE TRAY I I Zr 1 I co '$ 1 I . W WI Ir CO) 1 I I H 1 I J Z C, I I 2 gi- O 1 1 LL 1 1 � I I � W 1 I I I E I 1 I I_ 1 I EI I 1 1 I 1 1 I I 1 1 T 1 1 I I F, 1 1 tt 1 1 N I I 1 1 cLt 1 1 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - J DRAWING LIMITS N.300' 0 D 0 4' 6 e 10 eet scale SCALE. 3/15"=V-0" NOTES: REVISIONS APPROVALS PH PH 1. REFER TO LIGHTING DETAILS DWG. HIE-WLD-042-00208 SIGNATURE DATE �� BUF-WLD-042_002D9 DRAWN J.RON 08/01/18 *� ON §J CHECKED D.CHERRY DB/28/18 KAHUNAVDI URD!Lc BUFFALO COMPRESSOR STATION a 2. ALL LIGHTING IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF APPROVED DONNELLY DB/28/18 WE9TMIN5TER"G080021 ELECTRICAL i AREAS NOT IN USE. 303-451-7374 '"BY:KAHUNA DESIGN LLC. LIGHTING B ISSUED FOR USN.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 AREA PLAN a A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SG+LE: DRAWING NO. REV. L_ REV DESCRIPTION BY DATE CAR BY CAR DATE APR BY APR DATE 3/16"-1'-0"I BUF-WLD-041-00154 U N CO PLANT 1 NORTH 7 / 1 00209 00209 O0209 WPO o L \ \ \� \ \ a\ { ' CS O 09209 : C . 1 ■ . . ■ . . . ■ ■ . . I _ O - - I K O� t.L.,:i9 O WP 002Q9 . //l \ 06709 (TP1P. OF 75) • NOTE 1 &2 � L Kis- E 00299 ( I , . . . . . . . . . . . . . . ,_ i gi- 777/17 - \ I F I I - 00D \, :: . 00209 L P 7 S O O d d d I H I I O LLtL �WP 00200 00209 .00209 .00209 fr R---- F, 12 0 1' 3' 5' 7' 9' 10' • - - - M�• S ALE: 1/4°=1'-D" FEET NOTES: REVISIONS APPROVALS 1. REFER TO LIGHTNG DETAILS DWG. BUF-WLE-042-00268 SIGNATURE DATE �1��1f�1 BUF-WLD-042-00209 DRAWN ENT-MEZA ON/28/18 ELG[�AIM7 2, USE DIALIGHT DUROSITE LED LINEAR TOP CONDUIT FIXTURES MODEL#LTM3C4B2W CHECKED D.CHERRY DB/28/18 KAHUNAVDITURES!u BUFFALO COMPRESSOR STATION a APPROVED DONNELLY x8/28/18 WESTMINTTEP"CO 80021 ELECTRICAL 1 2, EVERY FOURTH LIGHT FED BY UPS, UNSWITCHED, 303-45I-7374 4. ALL LIGHTNG IS CONTROLLED BY PLC, ALLOWING FOR MANUAL SHUT OFF OF "ev:Kaeueaoeslceu.c. LIGHTING B ISSUED FOR USE.PERMITTING VP 11/28/18 DC 11/28/18 ED 11/28/18 MCC PLAN 27 AREAS NOT IN USE. A ISSUED FOR BID RF 08/31/18 DC 08/31/18 ED 08/31/18 SCALE, DRAWING N0, TEE L_ REV DESCRIPTION BY DATE CHI(BY SHE DATE APR BY APR DATE 1/4"=I'-D" HUF-WLD-041-00156 13 SLIP FITTNG ADJUSTABLE MOUNT LIGHT ANGLED 45'DOWNWARD 2' DIAMETER PIPE SLIP FITTING SLIP FITTING SLIP FITTING ADJUSTABLE MOUNT LIGHT ANGLED 45'DOWNWARD (2 LIGHT BULLHORN) LIGHT ANGLED 45'DOWNWARD ADJUSTABLE MOUNT LIGHT ANGLED 45°DOWNWARD ADJUSTABLE MOUNT SLIP FITTING ADJUSTABLE MOUNT SLIP FITTING ADJUSTABLE MOUNT 2' DIAMETER PIPE SLIP FITTING ADJUSTABLE MOUNT 2" DIAMETER PIPE (3 LIGHT BULLHORN) (4 LIGHT BULLHORN) BREAK OVER LIGHT POLE BREAK OVER LIGHT POLE BREAK OVER LIGHT POLE BREAK OVER LIGHT POLE LOWERING DEUCE LOWERING DEUCE LOWERING DEVICE LOWERING DEVICE (OPTIONAL) (OPTIONAL) (OPTIONAL) (OPTIONAL) 0� IGNOUND POLE LUG 0 INGRPOLE LUG �� GROUND LUG 0 NGROUND POLE LUG REBAR REBAR - —N REBAR — ----F REBAR PARKING LOT SURFACE Z'-0° PARKING LOT SURFACE 2'-0" PARKING LOT SURFACE 2—D PARKING LOT SURFACE 2'—Q" OR FINISHED GRADE OR FINISHED GRADE OR FINISHED GRADE OR FINISHED GRADE \iVAi\4 ,,,,,,\ /.•,,N -,w \iVAiA a A iVAiVA, —,LA \iVAi\q iVAiVA, A \ a w \ KV\ i\^ i\ 4 4 0 4 4 0 0 PVC — 3Q°MIN. BELOW GRADE �� PVC—34"MIN. BELOW GRADE 4 To �� PVC— 30" MIN, BELOW GRADE ,x CD 5 PVC— 30" MIN. BELOW GRADE a ,� PVG TO RGS TRANSITION if PVC TO RGS TRANSUION - 1 PVC TO RGS TRANSITION 1 PVC TO RGS TRANSITION 1 L-1 SINGLE LIGHT POLE BASE ON GRADE OR FINISH SURFACE L-2 TWO LIGHT POLE BASE ON GRADE OR FINISH SURFACE L-3 THREE LIGHT POLE BASE ON GRADE OR FINISH fSURFACE L-4 FOUR LIGHT POLE BASE ON GRADE OR FINISH SURFACE SCALE:NONE SCALE: NONE SCALE: NONE SCALE: NONE E ID LIGHT ANGLED LIGHT ANGLED LIGHT ANGLED 45°DOWNWARD 45°DOWNWARD LIGHT ANGLED 45°DOWNWARD 45'DOWNWARD SLIP FITTING ADJUSTABLE MOUNT / 2' DIAMETER PIPE KI TT-'1 I 2"DIAMETER PIPE 2" DIAMETER PIPE SLIP FITTING ADJUSTABLE MOUNT (2 LIGHT BULLHORN) SLIP FITTING ADJUSTABLE MOUNT ---I (3 LIGHT BULLHORN) 2' SCHEDULE 80 PIPE /' SLIP FITTING ADJUSTABLE MOUNT I I (4 LIGHT BULLHORN) 2' SCHEDULE 80 PIPE I 2" SCHEDULE 80 PIPE / E 5- 2"SCHEDULE GO PIPE i 0 N N N 2%" U BOLT, 3" THREAD "i 2A' U BOLT, 3' THREAD�es 2 U BOLT, 3"THREAD s�� '� 2,a U BOLT, 3" THREAD TYPICAL PIPERACK TYPICAL PIPERACK TYPICAL PIPERACK TYPICAL PIPERAOK G i a L-5 SINGLE LIGHT PIPE RACK MOUNTED L6 TWO LIGHT PIPE RACK MOUNTED L-7 THREE LIGHT PIPE RACK MOUNTED L$ FOUR LIGHT PIPE RACK MOUNTED 7 2 SCALE:NONE SCALE: NONE SCALE: NONE SCALE: NONE NOTES: REVISIONS APPROVALS �7 G W RJR SIGNATURE DATE i LL DRAWN *� ♦ �� CHECKED KAHUNA VEN1LRES to BUFFALO COMPRESSOR STATION WESTMINSTER„CO 8002 I ELECTRICAL 3 APPROVED 303-4 I-7374 'ev:KSNUIaaoE IGN L.C. LIGHTING DETAILS a FOR INFORNATICN SCALE: I DRAWING NO, REV, REV DESCRIPTION BY DATE CHK BY CHK DATE APR BY APR DATE NONE I BUF-WLD-042-00208 OVERHEAD BEAM EMERGENCY EXIT WALL PACK LIGHT LIGHT ANGLED 45'DOWNWARD SLIP FITTMOUNT ADJUSTABLE MOUNTT DIAMETER PIPE PENDANT LIGHT (2 LIGHT BULLHORN) PENDANT LIGHT ATTACHED TO CROSS BEAM ATTACHED TO WALL SLIP FITTING ADJUSTABLE MOUNT TYPICAL PIPE RACK L-9 PENDANT LIGHT L-10 PENDANT LIGHT ATTACHED TO WALL L-11 EMERGENCY EXIT WALL PACK UGHT L-12 TWO UGHT CEILING MOUNTED SCALE:NONE SCALE: NONE SCALE: NONE SCALE: NONE uL WALL MOUNTED LIGHT PIPE RACK.MOUNTED LIGHT LED UGHT LED HIGH BAY LIGHT ATTACHED TO CROSS BEAM G TYPICAL PIPE RACK--Z.1 L-13 LED LINEAR LIGHT L-14 WALL MOUNTED LIGHT L-15 PIPE RACK MOUNTED LIGHT L-16 PENDANT LED HIGH BAY LIGHT 2 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE NOTES: REASS/NA APPROVALS �7 SICNANRE DATE LLE W RJN DRAWN *� ♦ �� CHECKED ICAHUNA VENTURES to BUFFALO COMPRESSOR STATION 303-45 I-7374 WESTMINSTER„CO 80021 ELECTRICAL APPRWEo 'ev:KANUNA DESIGN LLC. LIGHTING DETAILS FOR INFORNATIDN SCALE: I DRAWING NA, REV, REV DESCRIPTION BY DATE CHK BE CHK DATE APR BY APR DATE NONE I BBF-WLD-042-00209 N o o. o o o". 0 -s FE Ni _ + + N. 24+00' N + co o co w w w w w w w w O z w Erg r30' MANUAL VEHICLE GATE SECURITY FENCE CI x x x Ji x x x iC x x JC x x x' , 7C x JC x x x x x JC x NOTE 4 ' � FLG x -I CONTAINMENT r \ `,1FLC�/ WALL `iE F.LII •/ ar_ � ®.,,> �. BCP WLD O41 -00202 x N. 22+00' BGR U V L� -00202w3��7 ®�� ®• , D PARTY HEATER TREATS X Y. I T , FLOP' �.. o OIL TANKS fKNOCKCUTsT e ET � , TREATED PRODUCED I sT ST ANKs �� ST OIL c7. ST � =M TANKS (FUTURE) NOTE 4 •-LC ANK TANK DFF SPEC w • s� V ❑TURE) OIL TANKS s REC • 46 I -® a � (\•? ST ST ST p �� : T � - ST ST F II. ''11 i �© + t X I 10 0 FL 11 t OFUII:.—BOOSTER PUMPS RODUCED OIL II o EFL*C1:394 II INLET WATER FLB D�D_yp LD-041 _00201 ® Q TRANSFER PUMPS SALES et x If L UU 1010 I 1 METERING O I FLB II �0I 1II `�� It-- 1 ( �1 �I I I I 1 5I I I I PIPELINE ACT PIC U HERS BUILDING FLB ELD II _ _ _- _ _ X N. 2Q+0 ' Y Y - - - - - FLB>H IFLD SLEEPE -RA❑ LS TRANSFORMERS NOTE ❑TE 4 LU �InI j FTC/M" FLD II oINSTRUMENT KR WATER TREATMENT WATER TREATMENT x CONTROL BLDG, VFI Ij� L A e II ®COMPRESSOR BUILDING (FUTURE) BUILDING (FUTURE) ADMINISTRATIOJ, DIESEL-_ _ •WAREHOUSE, FIRE GENERATOR L I ELD� I I MAINENANCE WATER TRANSFORMER II TANK 808 WLD-041 -00204 _ x ELI D1 <1FLD { 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - - - -- - - - - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NOTE +OTE 4 NO 4 ALA OVERHEAD R RACK �� COOLERSD OIL 6 II ' I I I II IIIIIIIIIIIIIIIIIIII II I E �' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I o WDB�D \\ IIIIIIIIIIIIIIIIIIIIIIIIIIIII I I 30' POWERED 3B ` FLB IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II G VEHICLE GATE *SC2Ca I I I ®m'°"M & LAN GATE �I=MII I I I O FLA FUEL GAS II �� SECURITY FENCE NOTE 4 >` x x x x x >X x x �x SCRUBBER N. 18+00' _ II LP COMPRESSION SALES GAS METER/SCRUBER �N ___ II W Ii : FUTURE o , a � 11� A 1m • i miiiiii.�� 4 137-17-=WI D- 1-4--R7775 IM® 7® ® � ' ' - DRAIN � � GSKID b❑R IN VRU KNE E '" ®VAULT H VAULT OMPRESSOR5 LEGEND: ■ ;} � SURGE DRUMS ® ❑ _`e• 0 I I 0 p Ev till— H ' .�� I COMPRESSORS I.1, ��4 �� 25' STEEL POLE MOUNTED FLOOD LIGHT, WITH SINGLE POLE TR; _7 L-7 A TOP TENON MOUNT, DARK SKY COMPLIANT, 12OV LED, CL I, HEATER WALL COLUMN MOUNTED AREA LIGHT, DARK �' ( SKY COMPLIANT, 120VAC, CL I, DIV 2 RATED, .- Igh—•�_ I� TREATERS �s,- '� , I-11� DIV. 2 RATED, 112W 0,94 AMPS) PER FIXTURERAIN 3 (FUTURE) LED, 62W (0.52 AMPS) PER FIXTURE DI �r �� ■ p 1 r,s� I �s OIL BULK � - �` • _mssI i 25' STEEL POLE MOUNTED FLOOD LIGHT, WITH (4)-HEAD x E' . ,,,,� .4------_i- , „F, SEPARATORS �,�-,� �,,,, , BULL HORN MOUNT, DARK SKY COMPLIANT, 12Dv LED, CL I, STANCHION MOUNTED AREA LIGHT, DARK SKY g�g� II till� ' 'ate I n I UI I N. 16+00' DIV. 2 RATED. 112W (0.94 AMPS) PER FIXTURE. COMPLIANT, 12OVAC, CL I, DIV 2 RATED, LED, i V H +'�""'�'y "-,` � — z sT WATER BULKell q FLB 43W (0.36 AMPS) PER FIXTURE - up _SEPARATOR N 1 TRAIN 2 , AILR HULK A 25' STEEL POLE MOUNTED FLOOD LIGHT, WITH (2)-HEAD - - � - 4 SEPARATOR Q � BULL HORN MOUNT, DARK SKY COMPLIANT, 12OV LED, CL I, V FLC DIV. 2 RATED. 112W (D.94 AMPS) PER FIXTURE. El' J x LL ELI1 7 ti WALL MOUNTED FLOOD LIGHT, DARK SKY COMPLIANT, 12OV —50 a 25 55 1TS SEX Y LED, CL I, DIV. 2 RATED. 112W (0.94 AMPS) PER FIXTURE. X FE ' FE x ,, .c x FE ' FE x x FE x 1'= X x ' )� i L' NOTES: REFERENCE DRAWINGS REVISIONS APPROVALS 0 1. ' ,, ' - DENOTES DRAWING NUMBER PREFIX BGR—WLD—O41-, SIGNATURE DATE 2. SEE DWG BGR-W FOR FIXTURE-OO2O LEGEND R ILEATIOII DRAWN .. 3. SEE DWG BGR-WLD-O47-OO2O1 FOR LIGHTING DETAILS. 4. INDICATED FIXTURES ARE POWERED FROM AND SWITCHED FROM THE CHECKED CONTROL BLDG. APPROVED BADGER CGF ENGINEERING SERVICES,LLC AREA LIGHTING PLAN ✓ 0 ISSUED FOR CDNSTRUCTIDN GN 08/10/18 ALE 08/10/18 CAD 08/10/18 SCALE, DRAWING ND. REV. A DWG NO. TITLE REV DESCRIPTION BY DATE CRC BY CHK DATE APR BY APR DATE AS NOTED BGR-WLD-O41-OO❑O 0 ■ Q DRAWING LIMIT - NO CONTINUATION ;� X X X X X X LT LT X X I X sal N I V 30' MANUAL • • SECURITY FENCE i l'j • VEHICLE GATE I I & MAN GATE I I CONTAINMENT WALL I - FLG 2 I G, 3 I I2 O • \ : Z ■ p • . U X I I• I IN ▪ 0 N. 22+00' Z o Q sa zI IWW z . . I , LO /T, d I IIIIIII IIIII I W • J • V r Q l PRODUCED - OIL PRODUCED - 65 67 z I TANK OIL FTC . (FUTURE) TANK 111V��68 0 l I • LOCATE SWITCH AT I BOTTOM LANDING OF I TANK STAIRS • X I / I • -7 I .., NF _ 66 Li } 3 4 R I ST T. 2 • 6 E i I I C FLB ■ g • ■ l m / ■ 2 V -10 0 10 20 30 • I li III I Fw SCALE 1/16"=1'-0" • M ------- DRAWING LIMIT — NO CONTINUATION - -- -- -- -- -- -- -- -- -- -- - -- --- -- -- -- -- -- -- -- -- - -- -- -- -- -- - NOTES: REFERENCE DRAWINGS REVISIONS APPROVALS L 1. ' * ' - DENOTES DRAWING NUMBER PREFIX BGR-WLD-041-. SIGNATURE DATE UNION 2. SEE DWG BSR-W FOR FIXTURE LEGEND DRAWN e ...6,.... 3. SEE DWG BGR-WLD-047-00201 FOR LIGHTING DETAILS. CHECKED APPROVED ENGINEERING BADGER CGF SERVICES,LLC AREA LIGHTING PLAN EL 0 ISSUED FOR CONSTRUCTION GN 08/10/18 OLE 05/10/15 CAD 08/10/18 SCALE, DRAWING ND. REV. O DWG NO, TITLE REV DESCRIPTION BY DATE CHK BY CHK DATE APR BY APR DATE AS NOTED BGR-WLD-041-00201 0 1 o DRAWING LIMIT - NO CONTINUATION o • 0 0 ' + o • N X X w X X X X w X X X • 9 LC 1O r ■ •▪ o a r.. SECURITY FENCE • • a ■ I I I CONTAINMENT ■ WALL s ST • ,N7FLCDB I R-t118- 0 I Ra I I • I I El O / a O ,• I • • • I 3RD PART H ® 13.414 • - OIL TANKS/ a W B. 3RD PARTY IN. 22+00' • a.o°a ® ®5 FIB 18 6 0 c HEATER TREATER I • LOCAIL SWITCH Al BOTTOM LANDING OE 87 TANK STAIRS s a\ •=9.— • r °-41' I I ST S I • O d z 0 ••Z 4 70 $. _ o19 I F; IIIIIIT�IIIIII i @ "� I ■ • 2 KNOCKOUT o a 8 �@ DRUM I a cv 0 •t PRODUCED 68 E o O 01 L �. , I `- TANK sr a C7 , 03 E ■ OFF SPEC ■• w Io LOCATE SWITCH AT w •BOTTOM LANDING OF OIL TANKS HRECI ■cn TANK STAIRS ■ \ ,.. m �, @4 I z �� • _ :4 — 4 • L' IYl ® 17 .� 5� I '° FLC 1� 0,, a • I \ ST ST 1 73 5 R •5 T 5 ` 400I • s d ®- :=±1 _ -+! - LOCATE SWITCH AT i , FLB 9I I al e—e O O 0. ..( BOTTOM LANDING OF —® I ■ :_ TANK STAIRS ■ g I i PRODUCED OIL 9 l BOOSTER PUMPS �A 6 l m \--,______ W � _ O c� J ,12 ■ Dc` I I1 t i iL_-�1 t t 171 @ I . • 0-1 6 G 6 ® ST 7 FLC O @ 6 I ST 6 I ....., : 4T13 ® ® • @ r ST SLEEPER RACK �� METERING — i 0J0 —10 01.D 20 30 ; o BUILDING I I I11 SCALE I/169=1'-0' • it MACHINES - SEE DRAWING '00204 FOR CONTINUATION m L NOTES: REFERENCE DRAWINGS REVISIONS APPROVALS 1. ' ,, - DENOTES DRAWING NUMBER PREFIX BGR-WLD-041-. SIGNATURE DATE LEMON 2. SEE DWG .00200 FOR FIXTURE LEGEND DRAWN Al,ecee: = 3.SEE DW BTR-W G BGR-WLD-047-00201 FOR LIGHTING DETAILS. CHECKED APPROVED ENGINEERING BADGER CGF SERVICES,LLC AREA LIGHTING PLAN if 0 ISSUED FOR CDNSTRUCTION ON OS/10/18 ALE 05/10/15 CAD 08/10/18 SCALE: DRAWING ND. REV. S DWG NO. TITLE REV DESCRIPTION BY DATE CHK BY CHK DATE APR BY APR DATE AS NOTED BGR-WLD-041-00202 0 o DRAWING I WIT — LLD GANTINI IATIGN • N \ + /\ x x x. Li x. /\ /\ x w x 31 N I I I i I • • 1`97.3-,1 JT1R 25v F`.,,26 I N / I E ❑ N. 22+00' I • 0 z x i� z 7a er o sT \ �'` \ oz I U CC Q / / I Q IIIIIIIIIIII 7 Z TREATED . INLET WATER cp ® sT 77 WATER ® ST 80 z TANKS TANKS CC LOCATE SWITCH AT LOCATE SWITCH AT w BOTTOM LANDING OF / BOTTOM LANDING OF t w TANK STAIRS /y/ TANK STAIRS z I v c, / / CC I E sT 7e 7 ST s N. / $ '---------__ in A • s I r ® c ® T f ST # B 4 ,40 2D .RI 1 4 21 2 `7 C. 2J 28 oe, 2x4 2\D FLB B 2 17 INLET WATER , TRANSFER PUMPS . SALES OIL & WATER _ PIG LAUNCHERS I i 1 I QIIQ I PIPELNE ACT ST 14 0 FST 18 0 6 ® o~Sr21 0 0 ® III I I o oo D V i —10 n lQ_ 20. 3P I 1 ..� —..—.. ..—..—..—..—..—..—..—..�..—..—..—..—..—..—..—..—DRAWING LIMIT.—..NO CONTINUATION ..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-.........-..-..-.......-1 NOTES: REFERENCE DRAWINGS REVISIONS APPROVALS 1 . . ' - DENOTES DRAWING NUMBER PREFIX BGR-WLD-D41-. SIGNATURE DATE 3.SEE DWG *0020DBCT-W FOR FIXTURE-0020 LEGEND F CDRAWN HECKED ..,,,,e,irie LEMON 3. SEE DWG BGR-WLD-047-602D1 FOR LIGHTING DETAILS. CHECKED APPROVED ENGINEERING BADGER CGF SERVICES,LLC AREA LIGHTING PLAN N 0 ISSUED FOR CONSTRUCTION ON OS/10/8 OLE 06/10/16 CAD 08/10/18 SCALE: DRAWING ND. REV. LL; DWG N0, TITLE REV DESCRIPTION BY DATE CHK BY CHK DATE APR DY APR DATE AS NOTED BGR-WLD-041-00203 0 �1 . 1 I I I I II II 1ST I FLC II I I BSTTM •-O I 6-0 a MACHINES - SEE DRAWING *00204 FOR CONTINUATION o / l o Ff V 0 N. 20+00' ° .:, GRINDOUT BUILDING N N �, w U FLU (I I 732 733 ® __ , 0 I .z NOTE 4 NOTE 4 TRANSFORMERS `, PDC • i �I NOTE 4 NOTE 4 K1p_ INSTRUMENT AIR 35 COMPRESSOR VFI 'FI NOTE 4 NOTE 4 8 fl WATER TREATMENT ■ 'j I I _ E � r BUILDING (FUTURE) I �36. 3�. l FLU FED SWRK-99101 CI) z� 9 O' Z• DIESEL CD—OTRANSF0RMER oI GENERATOR z s. 0 0 a z zl U ®p J O Q ® 0' : fflIThllhJIffTh11EwllllE Z 0 Ql W PRODUCED OIL MODULAR COOLERS z OVERHEAD RACK l a o A I— 0—'—i3O --le.:: I I W 40 ® ®ES FLE • N PG 5�� O ® 411 39 9-17012 I' 'P: W r�`I I m I 13 0 0 - 0 LP COMPRESSION i 0 N. 18+OQ o 0-0 14 I ' g 0 -i �I I If MACHINES - SEE DRAWING *00205 FOR CONTINUATION - i /_ ". 10-0 g L' -10 0 10 20 30 ® 11� ® ;; 111 A ® R R i ® (W 0- SCALE:_ I/169=1'-0' g NOTES: REFERENCE DRAWINGS REVISIONS APPROVALS L 1. ' + '— DENOTES DRAWING NUMBER PREFIX BGR—WLD-041—. SIGNATURE DATE ELEOTION 2. SEE DWG *D0200EIGR—W FOR FIXTURE LEGEND DRAWN CHECKED 3. SEE DWG 9GR—WLD FIXT0201 LIGHTING DETAILS. 4. LIGHTING FIXTURES MOUNTED ON THE PDC BUILDING ARE POWERED cHECKEo AND SWISHED FROM THE PDC BUILDING. BADGER CGF APPROVED ENGINEERING SERVICES,LLC AREA LIGHTING PLAN A 0 ISSUED FOR CONSTRUCTION ON 06/10/18 LEE 06/10/16 GAD 0&/10/1& SCALE: DRAWING ND. REV. Lt; DWG NO, TITLE REV DESCRIPTION BY DATE CHIC BY CHK DATE APR BY APR DATE AS NOTED RCP—WLD-041-00204- D o �I o o a N W Li w r• 7_• ® MACHIN E D ES - SERAWIN 004 FO G * 20R CONTINUATION 1 N ■• ® SALES GAS ® ■ METER/SCRUBER FUE_ GAS SCRUBBER ®4 FUTURE �� • " 1- _. . 18 4 X15 I I I9 ijI I CO W 027 Ar4'W 28a 19 I 16 ® 0 0 I .d O,- c. SKID DRAIN d VRU KNOCKOUT C7 VAULT VRU KNOCKOUT 2 . I ■ ® 4 w a� m• O r 1 w w Z� (:;;) SKID DRAIN VAULT 2D 21 VRU COMPRESSORS 1 �2-g30 VR COMPRESSORS 0 GURCE FDM SU J I DRUM • ii 0 1 • ... I 22 0 r1• e 43 Io I 0 0® ST w ® 22 _ �n 31 Z ST ST I ED II _ 26 44 _ _ : HEATER I W HEATER 47 W 4 Z TREATERS sr IIIIIIIIIIIIII�.. _ _ ,2 TREATERS sT . 32 �:29 A 24 ST II _ j� _ GI w gi °l r�' III I • 8 ® 49 ST ,I W • 24 'Il 33 �. . _ _ J■ I _ 30 sT O-® 51_sr `1 z ii STS 6 _ 4i ■4 - 32 39 _ 59 a SEPARATORS ST•AN. s 340-0 ® IIIIIIIIIIIIII ell �EPARArpRs IL BULK �� sT 5s 34 W ,. W 35 s II IIIIIIII sT II PI : F 42 33 ® ® 3T 25 zs ® WATER BULK 54 56 s3 60WATER BULK ■ 3 4 38 u " SEPARATOR sr III : s?El III ST SEPARATOR I — (1, — - I��- ST 36 ® e til ® SST 41 ® S ST 62 i Q 57' 7 : I N. 16+00' RA .I 1 TRAIN 2 I I PIG LAUNCHER/RECEIVERS —I R SII P `..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-.. DRAWING.LIMIT. NO CONTINUATION .-..-..-..-..-..-..-..-..-1 P I L.-, g w i -10 0 10 20 30 O II III SCALE 1/1 6==1'-0' A M L NOTES: REFERENCE DRAWINGS REVISIONS APPROVALS 1. + ' - DENOTES DRAWING NUMBER PREFIX BGR-WLD-041-. SIGNATURE DATE 2. SEE DWG BOR-W FOR- FIXTURE- LEGEND FR BRAUN DRAWN .. 3, SEE DWG BGR-WLD-047-00201 FOR LIGHTING DETAILS. Al,eeeie CHECKED LJ APPROVED ENGINEERING BADGER CGF SERVICES,LLC AREA LIGHTING PLAN . 0 ISSUED FOR CDNSTRUCTIDN ON 06/10/14 OLE 08/10/18 CAD 08/10/18 SCALE: DRAWING ND. REV. S DWG NO. TITLE REV DESCRIPTION BY DATE CHK BY CHK DATE APR BY APR DATE AS NOTED BGR-WLD-041-00205 A .: - EXIEIT m Selena Balt ' erra ): Chris Gathman; Isabella Juanicorena - e_ `ii _ • P LC Esther Gesick; Frank Haug Subject: RE : Weld County Department of Planning Services Case File USR18 - 0061 From : Warren , Lisa < LWarren@trcsolutions . com > Sent : Tuesday, December 04, 2018 1 : 16 PM To : Chris Gathman <cgathman@weldgov . com > Cc : Matthew Eyser < meyserextractiono.g . com >; Ghislaine Bruner <GBruner Polsinelli . com >; Bonnie Lamond < blamond@extractionog . com >; Gradle, Denise < DGradle@trcsolutions . com >; Hazleton , Matthew < MHazleton@trcsolutions . com > Subject : Weld County Department of Planning Services Case File USR18 -0061 caution : This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the r... s sender and know the content is safe . Hi Chris — Please see the attached Preliminary Closure Plan for the Elevation Badger CGF and Buffalo Compressor Station , per request of the Weld County Planning Commission on November 20, 2018 and as provided to the COGCC in support of the Form 28 submittal . viease let me know if you have questions . Thanks ! - Lisa Lisa A . Warren Senior Environmental Planner 1526 Cole Boulevard , Building 3, Suite 150, Lakewood , CO 80401 °el4S,%his Direct : 3 - -7190 Main : 303 . 792 . 5555 Fax : 303 . 792 . 0122 f30 868 I kber SINS laa can rely cm Linkedln Twitter 1 Blog I www . trcsolutions . com TRC Our Values Are : Safety : Quality : integrity Creativity : Accountability : Teamwork : Passion 440 P144 (' MC CONFIDENTIALITY NOTICE : This communication and any accompanying docurnent(s) are confidential and privileged , They are intended for the sole use of the addressee. If you receive this transmission in error, you are advised that any disclosure, copying , distribution, or the taking of any action in reliance upon the communication is strictly prohibited . If you received this message in error, please immediately notify me by replying to this message or by telephone at (816) 853-0634 and then delete the message. Thank you . C , ir Please consider the environment before printing this email . 1 Preliminary Closure Plan TRC Environmental Elevation Midstream, LLC Badger Central Gathering Facility Date: 03/28/2018 Weld County, Colorado PRELIMINARY CLOSURE PLAN WELD COUNTY CENTRAL GATHERING FACILITY AND GAS PROCESSING PLANT In accordance with COGCC Rule 908.g, a preliminary closure plan shall be submitted with the centralized E&P waste management facility permit, Form 28. This preliminary closure plan has been prepared for Elevation Midstream's Badger Central Gathering Facility(CGF). A final closure plan for the CGF will be prepared and submitted at least sixty(60)days prior to closure. The final closure plan will include at a minimum, a description of the activities required to decommission and remove all equipment, dispose of or treat residual waste, collect samples as needed to verify compliance with soil and ground water standards, implement post-closure monitoring, and complete other remediation, as required. FACILITY DECOMMISSIONING The CGF would typically be expected to operate for thirty(30)years or greater, however,the facility could be closed earlier due to the continuously changing natural gas and oil market conditions. At closure,the following facility decommissioning tasks will be undertaken at the CGF including removal of the following items: • Residual contents of tanks, process equipment and piping; • Industrial waste and chemicals including bottom solids, polymer and coagulants; • Steel tanks; • Process treatment units including heater treaters, separators, scrubbers, etc.; • Process equipment including pumps, compressors,vapor recovery units, etc.; • Above grade pipe and pipe racks; • Drainage controls; • Buildings and foundations;and • Other industrial components, as required by COGCC regulations at the time of closure. All above ground pipeline and water disposal facilities, including buildings,structures,tanks, and associated hardware,will be closed or dismantled and removed from the site. These materials will be salvaged and re-used, scrapped, or disposed in accordance with applicable requirements and regulations. Any concrete foundations, pads,or footings will be adequately broken up and covered or removed. All aggregate used for road, and/or ancillary facility site construction also will be removed or suitably buried. FACILITY REMEDIATION After completion of facility decommissioning, soil testing and remediation, if required,will be completed prior to final site restoration activities. Soil testing will include: • Tank and pond sediments will be tested for the constituents in COGCC Table 910-1 • Soil beneath the containment and liners, if present,will be tested for the constituents in COGCC Table 910-1; • Native soil sampling and analysis for COGCC Table 910-1 constituents; 1 EXHIBIT - Summary of requests to be included in Resolution of Approval for USR 18-0061 Elevation will build a wall around the Arnold sub-station that will be 10 feet on the east side, tapering to six feet on the west side. Elevation will plant some cottonwood, or similar tall trees, along the eastern boundary of the site, north of the pheasant bush . Elevation will build a wall on the east side of and adjacent to the compressor building and cooling units . Elevation will build the 8 to 10 foot berm shown in green on Scenario 2 of the updated noise study. Elevation will irrigate and maintain all plantings and will replace dead or dying plantings . Elevation will take noise measurements at their property boundaries after the facilities go on-line at the end of Phase I and at the end of Phase II . Elevation will not expand their facilities on this site beyond the Phase I and Phase II proposals contained in USR 18-0061 . [ Elevation's letter to us dated March 2, 2018 stated "We would like to confirm that the plan we are submitting in the USR will be our full build out and we will state that there will not be any additional expansion beyond the plan submitted . "} s Elevation has been very good to work with. They have listened to our concerns and have communicated with us throughout the process. We first met with XTR in January at our home and I expressed my number one concern was the noise from the compressor station. At that time they were proposing berms along their eastern boundary. I pointed out that these berms would not be effective because the berms would be so much lower than the elevation of the compressor station and lower than the windows on our house. The February community meeting was held at our home and visuals were presented that showed a berm on the eastern side of and adjacent to the compressor station(these would be the visuals submitted with their USR Application). The compressor building,coolers,flaring building and electric substation were all located along the western side of the site. We thought Elevation had done a good job of making the buildings look like barns, the proposed berms looked like they would mitigate the noise and we were satisfied that Elevation had addressed our concerns. Sometime during the summer, Elevation advised that the substation would not fit in the space on the western side of the site and had moved to the east of the compressor station. It wasn't until the beginning of October that I was informed that the substation had quadrupled in size and there wasn't room for the berm on the east side of the compressor station. Since then, I have been trying to get our berm back to no avail. All of my neighbors are to be protected by berms close to the buildings,but the home closest to and downwind from the compressor station (ours) is not. Elevation once again proposed a berm along their east boundary and I again expressed that I did not think this would be effective because of the elevation differences. The latest noise study confirms this. It appears that the best that can be done to protect our home is to place a berm along the northeast corner of the compressor station (see page 14 of Noise Modeling Report dated November 30, 2018)and place a wall east of and adjacent to the compressor building and coolers. I am not happy about the humongous electric substation that has moved much closer to our home. I have visited the Carey substation (show pictures) which is about the same size as Phase I of the Arnold substation. Arnold will be about 50% bigger after Phase II. Arnold will look worse than Carey because they cannot use the H structures. Because of the high winds in our area,they must use A-frame structures that are denser looking. Elevation has committed to placing a wall around the substation. This wall should be very helpful in visually screening the equipment close to the ground and in containing the noise.I think the best visual mitigation for the tall structures would be some cottonwood trees or similar planted along the eastern boundary of the site. The eventual height and spread of the cottonwoods could do a lot to distract from the ugly substation and Elevation has agreed to this. I have no concerns about the Central Gathering Facility which is on the northern portion of the site and is well mitigated with adequate berms. Elevation has committed to not expanding their facilities on this site beyond Phase I and II as outlined in this USR application. Elevation has also committed to take noise measurements once the facilities are on-line after both Phase I and Phase II. Elevation has, from day one, committed to preserving the "pheasant bush" on the eastern boundary of the site which we very much appreciate. Mr. Eyser has given me his word that Elevation will install all the mitigation measures I have mentioned here but he is a very fine young man and some other company may lure him away so I am requesting that these mitigation measures be included in your Resolution of Approval. This project will have a significant adverse impact on our enjoyment of our property that we worked so hard to afford and in which we have invested 26 years of hard work. I expect we will no longer be able to have our windows open to cool our home in the summer. I worry about the possible impact this will have on our property value as our home is our long term care insurance. We look to the Commissioners to ensure that not only our health and safety are protected but to impose noise and visual mitigation measures in order to minimize the adverse impact of this very large industrial facility. Thank you. r. y. .�� 7-T )� .•.+F Ali. .. `.. .. 1� •, / -r��' \ Y ..-SC , C U ire il\+ I 1 lc V k ews \ It1/44. 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I i - 0rl�¢ 1 _ r # ,J , 'cos� a la f1 Ail • 1' a ` t ,. r. , 4 S - .�-• In et lap w � _ r •' r..� r Is. do • ! I -..�.� - - Avi li r4 • Pp ' . Cort ' .a air aff . li ( M 4 lit • glik # VA. • , a . , , , id; or . J. 41. .11. ! g 1 A•A„ fie . EN- N 4 f-3:414 . . , - _ _ • . 0 . , at • .. , ,. • . - ilt_ •i .- _. ... . i i . • i '. Nit le .-v ...‘.,.,L sg. s)r- ..... . 3 . , , • • . . -, 74 p, tik .. "lit . _ . P•• N ,...,i ilk.• at • el', 1 . .0 . . . it ' _ ••• IN: 4 w , , 4 --.1 .. '14- 4,,oetti .. ea. _ 'AL i, it - - - , a b 0. 1 E IL EVAI""' ii 1::: .) r . , a IP 01. I DisTREAm NI VVELD COUNTY COMMISSIONERS HEARING 12 / 5 / 2018 Aget ELEVATION MIDSTREAM 'V. Efl4çyION ,_1i/ & Go 1 1. 40, Who is Elevs Elevation Midstream i illt 1\- I e. A subsidiary of Extraction Oil & Gas i ,_ dr , „ i lad! _ .„.. N\ lik . r le /, i �-� , , We strive to be the operator of choice in Weld County J ., ,.....„. 4 . v .,,. I SafeandresponsibleFrontRangeoilandgas ' �� ; '�.;.. �.. b � it �� i Ux�r• �• wl �. thI1, ' - operator - � t , I a 3 - . i I t . { I SafetyisourFlRSTpriority Af b 'i . %r i lijk °4 'El I� .II • Smart, sustainable and innovative operations ki ,4 i . i LI f . ,1/4 • XOG Received Environmental Gold Award from 41/4 , 411 I .1 i al''. :, a \ z Colorado Department of Public Health & .4lik Al st sb \ it lk �IffsfP Environment a i :..•.E ` • • ,� . , t �r €, : Denver based and 100% Colorado focused 4, i 0 i i i 0 • 4 r 1 � . 1' lass f II• N I t I M' 4 t J. ' I / i 4 N II 4 Extraction Oil & Gas : Safe , Responsible & Reliable 0 ,s,We jp4,, � 11( . ' IEs ' : � fill � G�S � AWARDS g?..I ., COLORADO - �� ,� c�,onmcntm Leadership �' _ � GOLD PLATINUM AWARD 1 , 221 , 000 LEADER FACILITY WINNER Awarded to top 2018 Rocky hours without an GOLD Leader 10 % of companies Mountain employee lost Award from with a " Operator of the time or recordable Colorado s Dept . demonstrated Year" and Award incident of Public Health & mastery over risk for " Corporate ( asofQ32018) Environment control and and Social implementation Responsibility " r -a— ir ^�� a aiiViir �L; ii_ a - aill _ lip 4' - iiii: 4 tl • 10 il S `F _ i�i=t - 4..... s -+ ,4- - - _1 - - - m ,_ 'Sy t ea :_ - l I tee - II or at fe I 1 - _ - T _ Elevation Extraction go above and beyond most regulations with best management practices voluntary .. r VIP a. ligligliC(411110 • 1 .. i Y J 1- ' 11 ti r, F salerir1 I ` ill _lC T' • 0‘.3'1.' i M q t� 41 - F' 6Ffia�'�� 1 II�:`� ;�'' . .a•,>_3 '- - ;'tit.P•Ar' . . ` s i ,�Milk;• 1nat rra. . S.. • - •/1i1''- Ai• 1:r , v• J�l rap ... 1 -i.- e • �'! _ �. �n� t .- _ e s ly _ � Y��. f ®� ''� ' _ •%Age • _ __ « • �,�* ~tom Alglirre rail r- . 0. r �� rR a - . f • • •a ..i a 1. 1 SI.is s-I' ; a si ila A.. • - - i;r' so, 1 �1t. •+r'T - M IBC il.' c .-ISINSPIsp + 1 1 ,II • ri. p A °c _ - •IeNtiti i• 4101"all I �. _ b •Siting : and urr un ing Weld Coun t. t ' ! CONSM:l 1F; -IL-I! EUS_5Ir LE FAMILY - -- L t ELECT I= O'NER LINES I4 ,. ELEAiiON � 3at. M ■ d 9 T R E a M ` r `.di -' .Kti` IRQTRIP! . _ ti, U - � it ,: ?I:. q d . 4c • s_ ;I ELECTICAL LINES 11 'E- k''.; ..+-4C.r , - °; :. • . FERTILIZEF RROCS_ & FIREWOODf - ... ,k, '- ._kr ii„.„- _ - . - - aIllip !U Fi Uses by Special Review r-- . ,, ....„.. .- . .., , , _ , , bk., ... t „go —--a - -_ __ _. .may : _ - - C - sr_ '4 �nT'JRAGE. CONSTRUCTION EQUIP &: ¶ - - i - � q *- 4. XOG CGF a '°mom ,I` �- � 'I' ti_ Ippil _ `4. ; << `r�i STORAGE - RV, TRAILER & AUTOS - �• Y �• STORAGE - R •;'_ BOAT, CCM.MEIBCI,fi,L county Line MI— ' . . - - Or'' "it try,. ,,,Ve _ ?let. ii�A't t1 -- _ill r irafj ir,,i '' II �r _: I TRUCK PARKING ,,: - - ,e ... AfYY -�ni�.} _ ille • •el" _ / Y ., f _ __ ,1llr. m. I a �••R..---4JP'- '057 1. - �.. "4 .11'*.1.: / - '-.+. 8 s - _ .�,. . 1 yyyyII � [f( q r �7 T i '• ,1 1 7. 6.8 7a ` - .. R 1Lsr= I -�. aj�Lc' COM O �i.� � ` e� . e- .1 elre ` ' - R'� �Q�TTt FEi4 Eat- --II:it L._ _I a 4 % ...iii -- I• r °° IEtrl({EL 150 DOGS: 'CATS TURKEY FARM 3UDG & .. PLIEILIC UTILITY FACILITY • —z _ =grn :l c •-- L I; I I ,se — . y 1 m.. .1 - .14I:d Courtly MP Eia! 3 _ sue - - - - - - _ _ _ GRAVEL MINING BAIC:F-C PLANT �. — � . -- - - 'STORAGE. OF ROOFING MATERIALS £. i - - r . 1 �� °�c�zc3 CIG:F ProposedPipeline • ,. �.._ •. 4� COMPRESSOR STATION 4' "I" - I ii, STORAGE, SINGLE FAM DWELL ° „�, `` ; ,- NAcL` r Y 6 _ Sr: .. �� :lat 1`.4,0 , - nn aim NIIN NI --IIII IIII la NI sib UM MI . - , - ',�.I / ,,, oS� - --- - --m, •_ r�--ate.- _ - - 4:. .. ti - 7 m __ it. ' Pry Lai k r I JWyoming . _ - ° ;r gr. P PI Y' • 5:>i "•. GAS LINE 24 NATUFLAL GAS : ,,, • ice. . I y - I r NEAP 1 klill II _ ' L.A1hlC$5•� 1 COMPRESSOR aTr off / ti. �� 1.1 _ ry-- -e) J_ �T pri, •47,..,:mr ,ai _ a. i . , 1 AAL ` Fa 1 Iainiar ,!r K 1. allillitigillilinirdir lin=Ii ninPlimsta SIMI _ I ran L_!C_ }_ sago;II ca�rwS 2a�o� HOGS � -= �. isret3 . IC�I MOWERS 4. 324 FT I r I , - 1 4 A .L ti 1. 11 1 What is CGF ? CLOSED - LOOP CENTRAL GATHERING FACILITY li GAS GAS 4a - 0MPRE OR LOW PRESSURE STATION COMPRESSION VAPOR RECOVERY GAS FROM i SAS COMPRESSION GAS ! IPEL I E TO MARKET WELLPADS IN THE REGION GAS GAS OIL 11., CIL a javir - e . OIL, SEPARATOR HEATER SEPARATOR OIL PIPELINE TO MARKET OIL FROM WELL PADS IN THE REGION TANK AUTOMATION ADil#ty to snit down tern ately„ tgailik continuous pressure monitoring. _ - —._ , automation and moot* shutdown. ELEVATION liorrne •EM Si ire asp s • n � r e � ray ices Dila closed Loop Facility — all products are piped into and out of the facility with minimal oil or water haul trucks al 0 "Sound Mitigating Buildings " minimize noise 0 Electric compression and equipment reduce noise and emissions ., . Engineered landscaping reduces visual AilliL `r I =1 1 � � ree�w. o W and auditory impact while blending with �_ ; , ,. ..y Y _ Mir — 9 t ev - -- - — Ws • • • _f... *, rc �4.r"iP�.ri-a. the agricultural zoning of the area - - _ HH arc:;:, i,, H - a _ , , ' +s11� +.r. >•I ¢ l'.Y• IS ^} .f.}R.'- .* v •�� t"1' ' �b`'-� k. � I- � =4 I I r . a '•�I'Li- _ .. E ' I . . I' :. 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I 9 40gi- a, 4. ., , . •.: ,_ , .• . 4.. , lilli . . i: . _, [ .,, . . ___1/4) ,..... ._ . _ -' . ..i.. .. .. if , -, , .... = 6a s. • • it. 0 l.. _ - t --sla.. ic = r - , , ,. �, - • I I 4' _ _ 1. V rA `' • • II i\ JP� n/ II I 9 II r. I• ' ' ' I I 11 pp 1 r a . ' - c i ��0 W i�1 N{,�f �. till • a Il ill '• at lir n . ilialWillia-4 . - - - AG Olga ► A '0. * _ fir'"` i a --_ _ - _Sr �. - - - - # z- - z -- -.--'a _ Bchrens and Associates , Inc . Environmental Noise Control Elevation Midstream Badger CGF and Buffalo CS Noise Impact Presentation By Andrew Truitt — BAENC Senior Engineer Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 .ti Fax 310 -331 - 1538 12/6/2018 www.environmental-noise-control. com WWW. drillingnoiseeontrol . com 19 Behrens and Associates, Inc . Environmental Noise Control -- , : . Badger CGF and . . 44 4 — -I Buffalo CS . _ ....... . , .....„ . . 1, i i L, Badger 'CGF and luffa]r� '1 r ° II r Noise ,_ _ so* evillyress,oi Stationi 4... • ,s ` 1 r alienberg ~1 r I, 7 _ d o t ; _ a .0. "{ •Acoustics 10 r - .. 4a,,' ,� 41 ;, • ! iT: , - . .. , , is le 1 • Project Overview . 1 f '* � L... , i .• Air ^ i,J 440 • lir • Ambient Noise Measurements _ _ :. , c.,..., , . • Nloise N/locleling �4t _ _. . r . l A. _ � - -� , • ,,, - 0 F ` o, i-Jrr Noise ng Results L a •,. j is 1 1 s';'t ty1 . Itti.,"' ....,- 1 . ;�.'r- d e • - f + _ _ 'y _frcr—i •t OOT iYKtt ! — r J r'Mj�i Pzal 'T-1 . aliti "...Prr i ,� - fi e( 1 ,r, • ., • ;lY , ' vim Rae �._ • ;q '�•} it i t • kith,: •:,./.. 41/29" - 0150 K86 Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 .ti Fax 310 -331 - 1538 12/6/2018 www.environmental-noise-control. com — WWW. drillingnoiseeontrol . com 20 Behrens and Associates, Inc . Environmental Noise Control Description of Sound dB Scale Air pressure wave, moves at speed of sound (760 mph ) a Similartoripplein pond The ear responds to air pressure variations to give us ., sensation of sound = Talk kat ° -41 )) N R , • Change in sound pressure from reference pressure LV/p,1 9 , described in decibels (dB) • Reference pressure is 20 microPascals _ _ ;;;;; t - a! Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 - Fax 310 -331 - 1538 12/6/2018 21 www.environmental-noise-control. corn WWW. drillingnoiseeontrol . com Behrens and Associates, Inc . Environmental Noise Control Frequency and Weig ( Scales weighting Networks • Oursensationofpitch 1 ,:s a determined by frequency of &meowing ., Litinear pressure wave ( Hz) lo , sa Audible range for humans is Relative - 2O - Response 20Hz to 20kHz (dB) - _ .; , sting • Soundf�l ll usually composed of a different frequencies a 50 II . III 0 50 100 200 500 1000 2000 5 010 ,000 0.000 Frequency O • Weightingnetworks allow Octave Band Center Frequency, Hz noise to be represented with different emphases on certain ,5 63 125 250 500 1 K 2 K 4K BK - - frequencies 22 . 1 2 88 .4 177 354 707 1414 2828 5657 314,1 tinsf 12/6/2018 Octave Band Cut-Of Frequencyn Ft Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 -- Fax 310 -331 - 1538 22 www.environmental-noise-control. com WWW. drillingnoiseeontrol . com Bchrens and Associates , Inc . Environmental Noise Control COMMON SOUND LEVELS AND THE DECIBEL SCALE SOUND PRESSURE SOUND PRESSURE LEVEL PaimfulAcousticirauma 14 Stutgunuag `' IAN , 140 CI B 100000000 r ,'• SOUND LEVELS 1 _ Jet engine i0 fee sway 130 , •1 1 4 4 4 .4 ��,.�< �r� IcBA,Ii - - - � : - - -. - - - - - -- - - - - - - - - - - - - - - tri : 120 il 120 R concert J ze J 13000000 .__ r,ej,nnlnc _ 105 Train Horn s e o n f`"NNE'' �) r>rouP M I I I 110 �k -ma=y= -� Extremely Loud 110ear hors, snowblower . 100 4 . Lawn Mowerat 3' 95 - - - - - — - - - - - -1UU Blow dryer, subway,helicopter, chainsaw 0000a0 t _ e ; K 85 Tractor:? Combine at 5C' - - - - - -- - _ - - - - - - - - - -- - J4 r — - - ,ti� a:: 4I r 144444 f Truck Passby 50 mph at 50' 15 Gar Rasa's: 50 mph at 25- 90 istdttt tl ,l lawn mower, convert' ride do hi hog Average Street Tirane + .• M 1 80ill* - — _ _ _ — — _ — — _ IMAM,J� 100000 a-P' l 70 Very Loud Factory,noisy restaurant, uum, .treamin child `l 44441 41 Moines% nuke .€ea a n a amina . — _ .,i• —• - - - - - � --. — as a 'pipe a a- a a v a a - - a — S e - ^—1 . ' `I Conve&sa5onal *it* at 55 ( b ) r / 1 in 1 d0 Loud 1V Car, alarm~ clock, city traffic Conv ral rn. � r.�r. 55 CNc$cc 5 ^'Tree Fagn 50 I \ Freight Train 112 Se away 60 CorivetsaviDnodistwasherr �7-"P� t �t 45 Quiet Suburban Area at Fight 'r� 401 1 ,_,,.I�� Zoom _._ I 1, Moderate 50 hl odetate rainfall I t ju ft- "LQuiet Rural Area at Night 3a — — — T — — — — — — `` ` '4?"7: irl Faint 40 Refrigerator L ) . ; 100 44114 -4vvoo:1 !+LLLIIi ' 444 10 WhiSper 30 > 'I isper, library - ,-ci. zo 0 20 WatchticItime dB Novels l idi Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 .ti Fax 310 -331 - 1538 12/6/2018 www.environmental-noise-control. com — WWW. drillingnoiseeontrol . com Bchrens and Associates Inc . Environmental Noise Control Addition s di. • Due to the logarithmic decibel scale, sound levels can not be added arithmetically • For each doublinq oof sound there is s 3 dBA increase A Iclition and Subtraction of Decibel Levels F 1 SOLRCE d S 4SOURCES II S «• 1 'ivN F % f V 1 f � F 1122 v 4\ w_ TiAli le_ jLe_ lb_ er_ 7 ink'_ 1 (17.-;) V0 d r r r 'ti �r i4 r it.. ..i , ....0% ,-„,,./::. \ '') ,e imi , „ sit, ,,,,,ai , r T ' 7S / ' 11 r ' �. _ b a 'l''Y .�= T_- m'i'd._= i4ki 0. hi e N.Lttr � 3 ilia d _ _ di F_:isi T— F �` mo t i �� f t I % di 1 N, In N 1 CC:CI )5) % N te i , ” .6; , sal : 111: in ail I ttik" !.I Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 .ti Fax 310 -331 - 1538 12/6/2018 www.environmental-noise-control. com — WWW. drillingnoiseeontrol . com Bchrens and Associates , Inc . Environmental Noise Control SoundLevel Pe in the Field Generally Not Barely Readily Perceived Doubling of 0 1 2 3 4 5 7 $ 9 10 Sound Level Increase ((IBA) Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 -- Fax 310 -331 - 1538 12/6/2018 www.environmental-noise-control. com WWW. drillingnoiseeontrol . com Behrens and Associates, Inc . Environmental Noise Control Weather Effects �. �, s 8k Hz z E E • Increasingor decreasingtemperature and humidity .ti- 4 ' ' changes air absorption characteristics . Air absorption g- çjenerallyonlvtakes significant effect at higher P "� f /req uencies (frequencies above 2 kHz) . 51 \NN,,_ �. 2 kHz • curvefortemperature and humidit due to E Optimization the differing absorption characteristics between 10 20 30 10 20 30 40 8 50 nitrogen and oxygen in the air. However, distance RELATIVE HUMIDITY (%) TEMPERATURE ( C) propagation will Nave the most significant effect especially for noise that we deal with at distance . .\\• Temperature inversions can increase the distance that -warmair __ - noise travels and can be included in modeling for cue , air _ - _ _ - _ _ specific circumstances r i, 1 1 • Wind in the direction of a receptor can increase noise source levels for light to moderate wind levels M , of Za# e . Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 .ti Fax 310 -331 - 1538 12/6/2018 26 www.environmental-noise-control. com — WWW. drillingnoiseeontrol . com Behrens and Associates, Inc . Environmental Noise Control Project ONterview . E E E ,Ell EL T. -E • '* .essoc ,,,s Edl TEE. aI9 Y r - L _ { L i -w- , - - I'-E h E oars•sy4C 4461.t� Re::- ••H* 14; I � :may liar: � , S { .�, - - CE TI T Il T • f f ER c eI, I I - E KE E ? cxn e I I -E TI • Natural as co ression facili an IHLEL -0T - EELfE- -• T—, ,.i T-1 ra.a.a..asc-j�tu.s.k waa '� t 1 c +� central gathering facility TI E iE a i, ..ET r ��iii i r '4 ¢ 1 I '4 .r IT L,J EE 's I ' a ,II L "1 EE TE . Et areeaiA k II I "� J I r.;_ ' • 1. HIEL 'TI T, �h-, n ! „�, . , . , {I ' 41IH IE L ,TIETFull construction build out modeled I.C. �El tlETI -.. r II'cFF EI E. I-ET �I� —I Ill EE ET1EIE it - w Ar'` FI. E. {. L-+T •' - T E E E J r -. I �. i. E IEH E .. �. r I-n'- IHT F.:, ___ �� InII H�IEL -11 Ti a e l EE HT - I Eli I I W 1 E I E T Acoustical mitigation efforts Ire the form - • _ _ - - ` 4, [ a lle -r • t TO; lip HIELE-IIH T,E J • J _ IMF -I T t YO P A • , • v L ,.n ' , 1' r -I _eLc T E I E I E T I ofsilencersacoustical E Tff TE _ , �+ •6.1E T, • H IE LT ilE X T sle i Oat A T [L at I, -- E cr-La I,cT .I. _._ - ETl - ' EIT UTI FEF E IE ET eI laser s, a austl al fans , co r scar f, IEEII { � L rl I ,W I T I I TE uil ins arch lberms, alp .' FillFIE-/ ._ . T11T -EI - A *JP E E a ER TI -' I` _ t a. - . IE u s I I modeling I I - El I - - IELI -ff - - . -� - PI E• ._. - [n. -1 1 ■r . l ' n 1• ILII TT--1 LE I - I I >ll Factorysound level dataand factory L L T a _ •' 11, :,�, :• : M I ET-LE _I • . ; I tI,j .E, acousticalperformance usedfor — , _ , _ acoustical modeling : : � L._5 �. flelli ,, I lir ilk Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 .- Fax 310 -331 - 1538 12/6/21:318 www.environmental-noise-control. eorn — WWW. drillingnoiseeontrol . com Behrens and Associates, Inc . Environmental Noise Control A b • ts d Nit ,. Measurement • Conducted from January5th to A1..0. i Wasnreinent January 8th , 018 ,, IC:1'01111WIhi ' Ii n U y T AIWA!inai .1 - — 1 ' 1, - --__- _ _ -_ � � � ^ ice • Typelsoundlevelmeterused _ _�__ _ _ r with microphone 4 feet above AIs . - 4F— Ai the ground per Weld County Extraction Oil �9.! C;i15 401! Properk% tine i 4i . Code . - :, 1 . -" , im rj + Hourlysoundlevelaverages ad. f� t d MI Le were repo rd ed _ ._ _ .....,„ • , „it -- k M e 0 Logarithmic averages were , ..:,, - • I calculated for each time period ! 1 v.. .. _, . . and averaged across each day � 4 . 1 :. _ I. % - T Ir- Menc11rement = _ = I .ocn ricni F 1 '%ieasureine u1 Location 4 Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 .- Fax 310 -331 - 1538 12/6/2018 2$ www.environmental-noise-control. corn — WWW. drillingnoiseeontrol . com Behrens and Associates, Inc . Environmental Noise Control Ambient Sound ur m nt Resul Elevation Midstream - Badger CGF and Buffalo CS Measurement Average Daytime Ambient Noise Levels Average Nighttime Ambient Noise Levels Location (dBA) (dBAJ i 59 . 5 55 . 5 2 57 .. 8 53 .6 3 53 . 5 50 . 6 4 45 . 4 40 . 2 5 44 . 9 45 . 6 Weld County 55 dBA 50 dBA Noise Limit Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 .ti Fax 310 -331 - 1538 12/6/2018 www.environmental-noise-control. corn WWW. drillingnoiseeontrol . com � Behrens and Associates, Inc . Environmental Noise Control Noise Modeling Methodology I Legislative noise standards include Weld County, Section 14 - 9 - 40 Home Rule Charter for the County of Weld , Colorado, Chapter Project Noise Goals set at ResidentiaI . _ . _ _ _ Maximum14, Article 13� Noise, section 14 9 4o limits Permissible Noise Levels Modeled receptor locations include s� P Maximum Noise aise ([18��,) NoiseMaximumMaximum (�� ) measured ambient locations Land Use 7: 00 am to next 9:00 pm 9 : 00 pm to next 7 : 00 am. Using commercial 3D sound Residential or- Commercial. 55 . . 5C ,d BA propagation program SoundPLAN 7 .4 Industrial Area or Construction 60 IRA 55 BA or noise modeling Nonspecific Areas 70 t tA 65 6BA Modeling includes local topography and as - built to Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 — Fax 310 -331 - 1538 12/6/2018 30 www.environmental-noise-control. com — WWW. drillingnoiseeontrol . com Behrens and Associates, Inc . Environmental Noise Control • Noise Modeling Receptor Locations my, _ . . i, ofReceptor 1 ' - 'ft - , Receptor L 1 ,. 1 1 ' �� r ' `"ITT Receptor 12 _ rat af.._ .f }f I A eilw :r- `gel :� � f' Receptor i Rece oar 11 I -_p --- VItiai nays Y tA.. •Ct - --1 - . I i 24 IIIA :k . Receptor 1D - -:— s �. i - ' • t'f Receptor 6 , .. =` _ — - - , a 1) wl 'SIC. .�.._ ,- — _ _� , Ill y t ;II 1.1 7 , , t - Il ..fin i � , ^si. -- P0 a' r. ' _ - 'V Receptor - 7nr.r. _Arc. i.:.1 •f y 8 _ . 4 ii �{�.�,[ - .. •'.....`4' r .• - •Fit on &- G . '1J r., -7P4 D� l _� • _ , I Propert? Line leac- 1"- 1- Receptor 9 I I IRA Compliance Asses=en t L onalion s Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado >L McDonald , Pennsylvania Phone 800-679-8633 .ti Fax 310 -331 - 1538 1 www.environmental-noise-control. com — WWW. drillingnoiseeontrol . com Bchrens and Associates Inc . Environmental Noise Control Noise Modeling Results Receptor Location Description Scenario 1 Scenario 2 Scenario 3 Southeast Property Line of 6435 Location 1 Co Rd 40.4 40.4 40.4 South Property Line of 6743 Co Location 2 Rd fi 44.3 44.3 44.3 Location 3 Southwest Property Line of 6989 39.4 39.4 39.4 Co Rd 6 Southwest Property Line of 1989 Location 4 39.8 39.8 39.8 Co Rd 15 West Property Line of 7172 Co Rd Location 5 6 40.8 40.8 40.9 Location Northwest Property Line of 1596 43.8 43.8 44. 1 Co Rd 15 West Property Line of 1596 Co Rd Location 7 43 . 1 42.5 43.2 15 Northwest Property Line of 1 044 Location 8 41 .6 41 .6 41 .6 Co Rd 15 Near North Property Line of 6759 Location 9 40.2 40.2 40.2 Co Rd 4 East Property Line of 1726 CO Rd Location 10 13 41 .3 41 .3 41 .3 Location 11 Northeast Property Line of 1720 40.2 40.2 10. CO Rd 13 North Property Line of 1726 CO Location 12 38.4 38.4 ,• . 1 Rd 13 55.0 Da44.3y r Property line of potential noise 55.0 Day / 50.0 55, 0 Da) ;` 50, 0 Allowable Noise Level 50.0 complainant. Night Night N ig h39.4t Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 .ti Fax 310 -331 - 1538 2 www.environmental-noise-control. com WWW. drillingnoiseeontlol . com Behrens and Associates, Inc . Environmental Noise Control Scenario 1, ,, .- is_ _ . f. Average Noise ri_ . _ , . . 0. Level Leg d BA o - I I a , - per _ _ � = 35 . 0 I '‘1344,1ti Ift-AR'j It Cc . - ' 4C4) , . :6; - ,- . *Ira 71117, - i . 0 J —0 i 0 `• $ �-to t` i —— 70 .ik 0 M 4 1 II I .i 1 V r IA tr —� ��--- ---� a — 851 . 0 its 1( Nri., I 0 . a A. i 'i I+ , I IIL r _ it. Eist C ..- ` ^_ - - _ 4. � - 4`± � .` - . _ P. Paz ... I I.. r . _�._.a.. .r > A ' I - feet • i �� A lim- b Corporate Office. Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 •-- Fax 310 -331 - 1538 12/6/2018 www.environmental-noise-control. com www. drillingnoisecontrol . com Behrens and Associates, Inc . Environmental Noise Control Scenario 2 . {i i N Oil kit Pr -' ` ,_ 3 �: I Average Noise L. r .- . - - . r -_ - 6 :_ Level , Leg dBA II * ,. r o r,,,.,�. • = 35 . 0 E.f I �•.�}T 5a f e ag!Mili ic II■■■■ = 50 . 0 Alit , - - - 00 . 0 i . mss' ir = 05 . 0 cLiiJ -, � :. 80 .0 t < ,4 Li = C.............. - 60 -- a :•�- _ . ,e-s -. - r- S$ it A- ss"-t T 3_ emlikv," il 1• ryL �1• 1v 41' 0 200 40C 600 800 - - - - li �. i k � ' feet 4. : = Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 .ti Fax 310 -331 - 1538 12/6/2018 www.environmental-noise-control. com www. drillingnoisecontrol . com Behrens and Associates, Inc . Environmental Noise Control Scenario _ il , 7 i p --ris - i , , . �►V('i'a IE Noise a n=i, 4 < ai� it .� _ Level Leg dBA 1; _ -" t-�i_,.1 i MEP 1 'r'-� f 30 . 0 �,'•,Artp :',pis=� ..7- ,... — y _ . o I � ;v 4• <a l i�• 1 see 1.7 ,It t ..I t'r• 4011/4 = 40 , �0 11 4 . .�: _ , V - aF �� , ii, . p 31 - ''tglit - re d164 se' j� 55 , 0 s 40 . 0 . , , 1 • .A, :.!;dirsit i It ~� 70 . 0 catair ��—rr-� 1 • 3 , 75 ws� es" I .. — iA 3t , 01, ill i:Zr_. -46 = 85 0 C , ,p -.*- ii , ( 4:9 0 Ei - :a _ ♦.a ._ _ 1. ,( . 01\ It ly e._\ ,r4 f - I tI IIT ` .�• • t. q . J . A,_ 'it C I.f ‘lea• _ - r r. to s,- - _ - _ - __-_.._ _ __ Ada r •, i. � 0 200 400 600 800 ✓_ ■I feet = ilap 4 y .Y_ Corporate Office: Hawthorne, California Carson, California — Aledo , Texas — Napa California — Longmont, Colorado — McDonald , Pennsylvania Phone 800-679-8633 ,ti Fax 310 -331 - 1538 12/6/2018 35 www.environmental-noise-control. com — www. drillingnoisecontrol . com Construction and Maintenance Traffic Route fi:ilc , , NE___- ._ Ikr , , SP n . ., . • , L t y . . 1 t -- i. , l i 3 . _ 0 Z,-- et in _ - . i.1 @ .• @ it is_ J r , Llit - 1 Y if W r iiii, , i _ . . _ I !..,,. I .i. likei. -_ _ .. . 0110.___ ate _all' �i _:�_. 4 . i . , _ -. ! ZTT' Ti IUD 'gri . Ili ' PP* J • . - . ,, "'. . 1 t i l'iF .. ? • ,0 .41 ^ - i- IC-Neiligit‘ priere . N. Nth. $ki .000/ I ill [ • oft ii _ _ ,t _f_ _ nipssue_ _ .. s y ,_ 1 _._ _II i _. i_'i`,F Facility Location - ' y II lb Ij 1_ n d. Truck F. 0 tl�.r Elevation 's commitment to Weld County Best- in - class plan ensures combability with surrounding agricultural environment , . 4, 1 +► trl ariLi $ aral t '_ - list:, _, . _, I ... , Our goal is to be We recognize We will operate Provide additional Our innovations the best operator Weld County 's using tax revenue to and best in Weld County needs and are demonstrated Weld County 's practices will committed to and proven best schools, reduce truck addressing them practices infrastructure/ trips and emergency emissions responders and libraries Ateaa, ELEVATION MIDSTREAM _ _ __ _ _ THANK YOU _ _ , _.• _ ___.: _ is,t !. xit 11 _ , ,, . _ "ill. I I i!. essiessimessiss -Nin asaisatiaimatakelis J E LE VAT I 0 N ._ , , p'. I .. ■ Inn I D T R E A M A SUBSIDARY OF EXTRACTION OIL & GAS .it.. f ii jii , , . https ://vri meo . com /293433628/7c6 '16865f0 r. \I„ - ! I i F� �_ — - ___ - - -__ - - . ____ . : i t .. .. _ __ _ _ _ _ ,. 174101.47 . ' IPI ' . .. 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EXHIBIT L IRRIGATION GENERAL NOTES IRRIGATION POINT OF CONNECTION NOTES: IRRIGATION SCHEDULE NOR RIS DESIGN i THE CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS AND EQUIPMENT NECESSARY TO INSTALL THE IMPROVEMENTS SHOWN ON 1 POINTS OF CONNECTION WATER SOURCE IS A21000 21000 GALLON WATER?ARK PROVIDED BY OTHERS CONTRACTOR SHALL.CONTACT SYMBOL DESCRIPTION MFR T 1iD>US_ N DETAIL THE PLANSRANt?B1RD TO DESIGN SPECIFIED PUMP STATION BASED ON THE CONNECTION TO THE WATER TANK POINT OF NA Wsli an d Dwor ky!Ingalls Weur Mellor See imvaeon Connector, 2 CONTROLLER LOCATION CONTRACTOR SHALL INSTALL ONE RAIN BIRD ESP{ ION XD IRRIGAT CONTROLLER CONTROLLER SHALL BE NOC CONNECTION I (krtellad by Others) and Mainline Plan for a. 2 THE CONTRACTOR SHALL COORDINATE AS NECESSARY WITH THE GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE FOR PEDESTAL MOUNTED IN 1 H AI4 ROXYMTE LOLAiK)N SHOWN P THE CONiRAeTOH SHALL coo djWAIE WITH MINERS 1101 Baeasedt SAat SUCCESSFUL COMPLETION Of THIS WORK REPRESENTATIVE AND THE ELECTRICAL PUNS FOR POWER SERVICE All EQUIPMENT INSTALLATION SHALL CONFORM TO ALL • - - 3 THE CONTRACTOR ASSUMES ALL LIABILITY ASSOCIATED WITH THE MODIFICATION OF THE IRRIGATION SYSTEM DESIGN IF PERFORMED LOCAL CODES AND REGULATIONS —1 Dessau.t)slorado6R1DN WITHOUT NOTIFYING THE OWNERS REPRESENTATIVE 3 HAN StrQ UN I DIE MU Ht RANLFRt►n- SENSOR UN A S I ttl POLE Al LAIN WNTROLLEN LT :A I UN 1 HE SENSOR SHALL BE RANI 5Gi8 n.Two 1Nra Oe uIir(ESA'LXD) Pedestal rrwu�t _'-,— , P KO tie 4 ALL IRRIGATION EQUIPMENT iS TO BE AS SPECIFIED OR APPROVED EQUAL PER THE DISCRETION OF THE OWNERS REPRESENTATIVE WONTED IN LOCATION IN FULL SUN AND OPEN TO RAINFALL INSTALL SPECIFIED SENSOR ENCLOSURE TO POLE SENSOR SHAH BE IA Pedlar � d lt ) Mount*veins sans 11-121)1F JQ]lNl 11!16 NO MORE THAN 207 FROM WIRELESS RECEIVER MOUNT WIRELESS RECEIVER ON THE IRRITATION CONTROLLER PEDESTAL ( n0wradpcent b 9Av• 5 a IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT A THOROUGH SITE INSPECTION AND REVIEW Of THE PROJECT 4 ANAL IRRIGATION CONTROLLER, SENSOR LOCATION AND SENSOR MOUNTING SYSTEM TO BE APPROVED BY THE OWNER'S ! ( =Mew CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING LANDSCAPE PLAN. UTILITY PUN.CIVI PLAN. REPRESENTATIVE PRIOR TO INSTALLATION _- • - GRADING AND DRAINAGE PLAN AND AU. OTHER ASSOCIATED PLANS THAT AFFECT T HIS WORK PRIOR TO BEGINNING CONSTRUCTION ® SENSOR I RAN BIRD Weeks Rain Samar(M1R2) Mount sensor m pales 5. SYSTEM PRESSURE WATER REFER TO PRESSURE WILL PROVIDED PUMP STATION PUMP STATION IS CUSTOM DESIGNED AND Rom } F THE CONTRACTOR OBSERVES ANY DISCREPANCIES AMONG THE CONSTRUCTION DOCUMENTS AND THE EXISTING CONDITIONS ON FA�CAi60 RANNRO.REF13t TO BOOSTER PUMP NOTES Strong Boa SaltaorErrJo.ua(RGVRSS-P) ardt n 200 daai0lr. SITE IT IS THEIR RESPONSIBILITY TO CONTACT THE OWNER'S REPRESENTATIVE IMIAEDIATi LY - - 8 MASTER VALVES i FLOW SENSORS THERE SHALL BE JIVE i I, OUSTER VALVE AND FLOW SENsoR ,: ,rL POINT OF CONNECTION a MASTER RAIN BRIO (21 Standen!Vela Ike(VRSTIX'll ) 6 THE CONTRACTOR SHALL CONFORM TO ALL LOCAL AND STATE REGULATIONS AND INSTALL THE IRRIGATION SYSTEM AND ITS 7 COMMUNICATION-ATION THE CONTROLLER iS CAPABLE OF PROGRAMMING UP TO 8 VALVES AND OPERA T No MULTIPLE VALVES VALVE & Sch 80 PVC Ball Win J COMPONENTS PER THE MANUFACTURER'S SPECIFICATIONS THE CONTRACTOR SHALL OBTAIN AND 2ROVIDE PAYMENT FOR ALL SNNULTANEOUSIY ON UP TO 4 INDEPENDENT PROGRAMS IT IS RECOMMENDED THAT THE IRRIGATION CONTROLLERS BE 8 (:REATIVE Mahn Valle(EFB•CP)wl RB FD-101 Decoder IR•12D6 PERMITS REWIRED BY ANY LOCAL AND STATE AGENCIES AND UTLITY COMPANIES HAVING JURISDICTION OVER THIS SITE CONNECTED TO A RAIN BIRD k.SOFTWARE CENTRAL CONTROL SYSTEM USING A 3G CELL MODEM CONFIGURATION FOR OPTIMUM FLOW METER SENSOR Ores s Seneca Ted, Bow Sensor(FSI)*1 !l 7 CONTRACTOR IS RESPONSIBLE FOR SCHEDULNG AND PAYING FOR TESTING OF THE BACKFLOW PREVENTER BY A STATE CERTIFED FUNCTION EACH CONTROLLER SHALL BE CONNECTED VIA 313 CELUWIFVRADK)CONNECTION TO A CENTRAL COMPUTER TERMINAL RB SD 210(Green)Decodes Q INSPECTOR CONTRACTOR SHALL PROVIDE CERTIFICATES TO OWNER'S REPRESENTATIVE AT THE TIME OF FINAL PROJECT THE CONTRACTOR SHALL COORDINATE WITH PAUL REED AT RAIN BIRD(352-214.4199Jpreeafra nbrd oan)AND WITH THE OWNERS MANUAL WATTS 10'Round Valve Boa(VBIORNDH) i cull gravel sump IS-1W5 ACCEPTANCE R[3tSENTATNE PRIOR TO ORDERING ANY CONTROLLERS FOR COMMUNICATION AND CONNECTIVITY UPGRADE OPTIONS © DRAIN VALVE i'Crop Kende Bran Gall Valve(WOWS Box extensions as naiadLL 8 THE CONTRACTOR MUST VERIFY THE CURRENT LOCATION Of All. UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION IF THE SLEEVING COORDINATION NOTES 10' Round valve ti0et(VB1OR1NDF) Sao psrSlaiNs - CONTRACTOR FAILS TO DO SO AND DAMAGES ANY UNDERGROUND UTILITIES THROUGH THE COURSE OF HIS WORK THE IRRIGATION (;ALE VALVE Z INSTALLATION OF IRRIGATION SLEEVING IS THE RESPONSIBILITY of_THE GEI RANTRACTOR SLEEVES SHALL BE INSTALLED PRIOR _ �► a Bran�VS-n(503) T)r-"4 anda CONTRACTOR SHALL PAY FOR ANY REPAIR WORK ASSOCIATED WITH SAID DAMAGESIL CO ------ TO THE START Of PAVING OPERATIONS TEE GENERAL CONTRACTOR SHALL COORDINATE WITH THE IRRIGATION CONTRACTOR FOR :)__rdsuE aIJICK RAN SNRD 10'Rand Ydva Boa(VB10RtiIi) R 1?A7 9 IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATO N EQUIPMENT BE INSTALLED WITHIN LANDSCAPE AREAS MID WITHIN THE LOCATION AND SANG OF SLEEVES PRIOR TO THE START OF CONSTRUCTION (OLIPtFR I'Quick Coupsr 144-LRCi PROJECT LIMITS EQUIPMENT SHOWN OUTSIDE OF THESE UNITS ITS TS SHOWN FOR GRAPHIC CLARITY ONLY IF THERE iS A QUESTION 2 THE CONTRACTOR SHALL SLEEVE All IRRIGATION DISTRIBUTION LIVES,VALVE CONTROL WRES AND COMMUNICATION WIRES ONCE R MR VACUUM CRISPN 10'Rand Valve Box(V810RECH) Loa al he Dam d CC �R-121D9 LL J REGARDING THE LOCATION OF ANY COMPONENT Of DIE IRRIGATION SYSTEM.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ALL PAVED SURFACES WALL FOOTERS.DRAINAGE CHANNELS, INLETS, CATCH BASINS. ETC F WAIVE V Sch 80 WC Bat VIM Sins Sues per CONTACT THE OWNERS REPRESENTATIVE IF THE CONTRACTOR NEGLECTS TO NGTiFY THE NECESSARY PARTIES. THE CONTRACTOR 3 ALL SLEEVES SHALL EXTEND A MINIMUM OF 1 FOOT BEYOND EDGE OF ALL OBSTRUCTIONS NO TEES. ELLS OR OTHER TURNS IN PIPING AN and Vsua VIM(ALSerrs) plMldacture speaeca0en II SHALL PAY FOR ANY REPLACEMENT OR MODIFICATION TO INSURE PROPER LOCATION AND OPERATION OF THE IRRIGATION SYSTEM SHALL BE LOCATED UNDER ANY OBSTRUCTIONS tr akinkr , AND ITS COMPONENTS 4 SLEEVNG SHALL BE INSTALLED PER THE PLANS BASED ON THE CHART BELOW ALL MAINLINE VALVE CONTROL AND COAY�IUFtICADON � Q 10 ALL IRRIGATION DISTRIBUTION LINES AND EQUIPMENT INCLUDING BUT NOT LIMITED TO MAINLINE. LATERALS SPRAY FEADS,ROTORSVALVE RAIN BIRD Standard Valve Boa IVBSTDOU WRES, LATERALS AND 314'POLYETHYLENE DRIP TUBING UNDER PAVED SURFACES ARE TO BE INSTALLED IN SEPARATE SLEEVING /TA Y V Sch 80 PVC Bel Valve par IR 13/D1 0 ROTARY SPRAYS.DRIP EMITTERS SHN.t BE KEPT A MINIM IM DISTANCE OF 8'AWAY FROM At I Bolt I'NNG AND WALL FORMATIONS. OR SLEEVED PIPE SIZE/WIRE On REQUIRED SLEEVE SIZE ANO OTT �T1 DRIP Control Lone Kit(XCI-100-PRB-LCI caad on inn J AS STIPULATED N THE GEOTECHNICAL REPORT.WHICHEVER IS GREATER Decoder(F�XXXTURFI Q S 1'PIPING(MAINLINE PIPING) 3'DUCTILE IRON(1) W 11 ALL VALVE BOXES AND LIDS SHALL BE PLASTIC WITH SELF LOCKING COVERS LD COLOR TO BE GREEN INSTALL PER THE CONTROL WIRES 3'DUCTILE (1) ' lanllir' NA Ducts Roe Pipe See Sieew ng Naas U-1204I CC5 CONSTRUCTION DETAILS DO NOT INSTALL IN PAVED AREAS 12 ALL VAL VF BOXES SHALL BE INSTALLED A MINIMUM OF yr FROM THE EDGE OF PAVED SURFACES AND 3%0'FROM TW CENTERLINE BOOSTER PUMP NOTES PVC M IO( NA MO"Cis 200 BE PVC UMns other+nse N•121DS f _ W Of DRAINAGE SWALES OR RETENTION BASINS THE CONTRACTOR SHALE ADJUST ALL VALVE BOXES TO BE FLUSH FINISH GRADE > 1—u RAIN BIRD • noted on!Mikan __ a SYA1B i1�1}-__MB ERIItIODE- _... _ COMMENTS — r urPsyaiuylaniWingON90 ) tNlleasalesrtsiaa p121D3 Z rn 13 GROUNDING FOR THE IRRIGATION CONTROLLER AND FD DECODERS IS TO BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS BOOSTER RAN NW) LE SERIES-LOW PROFILE PUMP STATION IRMA Pa MarnAactura 3114a0110m m AND PER THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS GUIDELINE 100-2002 FOR EARTH GROUNDING ELECTRONIC MEI PUMP CONFIGURATION TO SEOE1FRkM S) Contact Psi Raw Wit Ratted Ice FLUSH END ' 10'Raaidy?ra�(VBTOR1�R) ntalad4 S 1 W W EQUIPMENT IN IRRIGATION SYSTEMS FOUND AT n sac otgOss n Gudesasps FOR TECHNICAL SUPPORT REGARDING THE -- IRRIGATiON CONTROLLER OR GROUNDING PLEASE CONTACT RAIN BIRD(800)724-6247 DUEi�q,fr1Al DESiOM OF PIMP STATION Foal pump station Oes�pn et NA IR-13M�6 CL j CAP Pblytlrysaa Hon End FAnNr Cap erducalors on el dry zones (352-214-t 199rpraedftronOrdcomj NN w 14 THE RAN BIRD ESP-LA)CONTRtALEk REWIRES EACH STA I1OtiCUNTROI VALVE AND SENSOR TO HAVE AN FU DECODER 11 IS 1FiE VAL VE CAL I OUTS FMITTTR SCHFOII F L L a O 1. PUMP STATION IS CUSTOM DESIGNED AND FABRICATED FOR SPECIFIC ON SITE CONDITIONS CONTRACTOR SHALL CONTACT PLANT TYPE lEAiTTER QTY TOTAL GPH LU Q RESPONSIBILITY OF THE CONTRACTOR 10 PROVIDE THE PROPER NUMBER OF DECODERS PER VALVE MANIFOLD SURGE RAINBIRO FOR FINAL DESIGN AND SPECIFICATION OF PUMP STATION. SHOP DRAWINGS AND SPECFICATION PRODUCED BY RAN81R0 SUPPRESSION AND GROUNDING THE RAMOREEZE SENSOR AND FLOW SENSOR REOURE THE 80-210 DECODER SHALL BE SUBINTTED TO OWNERS REPRESENTATIVE FOR FINAL APPROVAL PUMP SHALL BE FIELD CERTIFIED BY COLORADO PERENNIAL I GRASS 050PN ONE EACH 0 5 GPH VaISStison Number O 0 QTY. OF STATIONS(VALVESIPERiiANFOLD REOl1RED FDOEC00ER WATER WELL TECHNICIAN FOR PROPER OPERATION AND PERFORMANCE T(Tnses) DECIDUOUS SHRUB OSGPN TWO EACH 1.0 OPH Zone Deareson Q 1 STATION fD IOITTJRF i MAXIMUM REQUIRED PRESSURE IS 70 PSI AT 34.4 GPM FOR THE SYSTEM TO PROPERLY OPERATE X- - 3 PUMP REQUIRES 60Hz, SINGLE PHASE 206Q230V POWER TO OPERATE THE CONTRACTOR SHALL COORDINATE WITH OWNER'S EVERGREEN SHRUB OS GPM TWO EACH r 1.OOPH Q 2Q 2 STATIONS FD-102TURF OR FD-202TURF REPRESENTATIVE D THE ELECTRICAL PLANS FOR POWER SERVICE ALL EQUIPMENT INSTALLATION SHALL CONFORM 10 ALL LOCAL DECIDUOUS TREE ID(III SIX EACH 6.0( P 1 m J 2 AN 4 STATIONS FD-4OiTURF CODES AND REGULATION ( 1 EVERGREEN TREE - 1A GPM SD(E:ACCH I 6.0 OPH 6 STATIONS FD4i01 TURF 4 PUMP SHALL BE MOUNTED TO A 65'X 49'AT r THICK CONCRETE SLAB WITH HARDWARE CONNECTION SPECIFIED BY MANUFACTURERV Size1 15 CONTRACTOR SHALL SPARE DECODER AT THE END ALL MANURE BRANCHES OR TWO WIRE PATH BRANCHES 5 THE CONTRACTOR SHALL CONFORM TO ALL LOCAL ANO STATE REGULATIONS AND INSTALL THE IRRIGATION SYSTEM MID ITS EMITTER NOTES SERVING THAT HALL EXTEND COIL A 30'LENGTH WIRESMIN Of SPARE WIR OFS IN A 10' ROUND VALVE BOX COMPONENTS PER THE MANUFACTURER'S SPECIFICATIONS THE CONTRACTOR SHALL OBTAIN AND PROVIDE PAYMENT FOR ALL ' ALL PLANT MATERIAL SHALL BE IRRIGATED Si RAIN BIRD XB SERESBAiBED PRESSURE REGULATING EMITTERS PERMITS REQUIRED BY ANY LOCAL AND STATE AGENCIES AND UTILITY COMPANIES HAVING JURISDICTION OVER THIS SITE 2 EMITTER SCHEDULE IS FOR REFERENCE ONLY THE CONTRACTOR SHALL ADJUST EMITTER SIZE AND NUMBER OF 18 CONTROLLER WIRE SHALL BE 2 WIRE MAXI-CABLE PER RAIN BIRD SPECIFICATIONS ONLY CONTRACTOR SHALL USE UL APPROVED EMITTER BASED ON THE NEEDS OF INDIVIDUAL PLANTS OR PLANT HYDROZONES EL[Ai AUN WIRE STRIPPER AND WATERPROOF CONNECTIONS AT ALL SPLICES AND CONNECTIONS POINTS 3 1A'DISTRIBUTION TUNIC NOT TO EXCEED B'IN LENGTH 17 CONTRACTOR SHALL INSTALL 'RACER WIRE IN ALL PRESSURE ANILINE TRENCHES SEE IRRIGATION DETAILS FOR MORE 4 RAIN BIRD DBC-O25 DIFFUSER BUG CAP AND TS-025 STAKE ON ALL ill' DISTRIBUTION TT1EI)H+':, - w INFORMATION 18 CONTRACTOR SHALL CALL 811 TO HAVE UTILITIES LOCATE PRIOR TO THE START Of CONSTRUCTION- CONTRACTOR SHALL KEEP VALID LOCATE TICKET FOR THE ENTIRE CONSTRUCTION PERIOD IT iS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE VERTICAL SEPARATION BETWEEN ALL IRRIGATION DISTRIBUTION LINES AM)ALL UTILITIES(EXISTING OR PROPOSED), CONDUIT, WATER BUDGET STORM WATER COMPONENTS.DRAINS. ETC COORDINATE WITH OWNER'S REPRESENTATIVE MC ON SITE FACILITY SAFETY MANAGER ON ALL OIL AND GAS RELATED UTILITY AND EASEMENT CROSSINGS. TYPE TREE N N OF EMITTERS GALLON PER HOUF GALLONS PER MINUTE 19 PLANT MATERIAL LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL EXISTING CANOPY TREE 19 6 114 1 9 20 THE CONTRACTOR SHILL STAKE THE LOCATION OF THE MANURE, DRIP IRRIGATION LINES. CONTROL VALVES. GATE VALVES, ETC SMALL EVERGREEN TREE 11 6 66 1 1 AND SCHEDULE A REVIEW WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION ORNAMENTAL TREE 23 6 138 2.3 - 21 LAYOUT DRIP LATERALS PARALLEL TO TOPOGRAPHY WHEREVER POSSIBI F STAKE 314'DRIP TUBING 0t PLACE AT I7 DEPTH AND LARGE EVERGREEN TREE 259 6 1554 25 9 NOT F O R BURY INSTALL HOSE END FLUSHABLE TYPE END CAP Al ENDS OF ALL 3/4'POLYETHYLENE DRIP TUBING AND FLUSH THOROUGHLY CANOPY TREE 52 6 312 5.2 CONSTRUCTION BEFORE INSTALLING EMIT 1ERS TOTAL 364 2184 36.4 n TREES, SHRUBS. GROUICCOVER AND PERENNIALS SHAH BE IRRIGATED BY PRESSURE REGULATING SINGLE OUTLET EMITTERS SEC RUN TIME(MIN) START TIMES Tank S. EMITTER SCHEDULE FOR ADDITIONAL 'SOMATIC': 30 2 21000 pl 23 CONTRACTOR SHALL FINE TUNE AND ADJUST NOZZLE DIRECTION ANC RADIUS TO REDUCE OVERSPRAY ONTO PAVING OR HARD 3 dna par Week water req Weeks per tank SURFACES Weekly water 24 CONTRACTOR SHALL INSTALL A QUICK COUPLER IN 10'VALVE BOX AT THE END OF ALL BRANCHES CF THE MAINLINE. OR AS SHOWN Water requirment one water day (gal) requirment (gall DATE' ON PLANS FOR WINTERIZATION AEC FLUSHING OF WUN-INE 2184 6552 3.21 )NIA -- IT.RE REVIEW 25 PRIOR TO FINAL ACCEPTANCE- THE CONTRACTOR SHALL PERFORM A HYDROSTATIC PRESSURE TEST ON ALL MAINLINES, 1(1$.CQLJNTY.I REVIEW FOR A MINIMUM CONTINUOUS PERIOD OF TWO(2)HOURS OR PER THE TECHNICAL.SPECIFICATION WHICHEVER IS GREATER 6 days per week water req - Weeks per tank 1111 Gill--RESUBMIHAL 12151111 - SUBMITTAL Weekly water Water requirment one water day (gal) requirment (gal) 2184 13104 161 .. A6 SHEET TITLE o IRRIGATIONNOTES (Jo I R-00 IRRIGATION PLAN KEY MAP NORMS DESIGN I I = - 1 �' R-05 IR-06 J , -07 I -1k-08 .1 IR-09 j I or 5115 - ( l v. • LI- Cr 1 _ 1 5,15 L 1 5115 < U " 5110 1 ZIf Z w m rind: NN UaLi 5110 / ! b o W / N 5115 t- r x x N ►t X x x X x x -x—•11� w a c� s t ` W w U i W W \ _ 5120 x in N 0 a / ____ -• - ; ---1 m g ®1 y 4, K :. 1 a x �•j I 1 ELEWTWN NN.-)D,l 1 x • I MO X \ I I Si, 5110 I ` / 1 Nt t s x - - J 1K i 1 NOT FOR I 1 r'r` 1 CONSTRUCTION x NNiiirk (o M 51-35 III I II it I• 1 • � � � � DATE I " // `� 1 04106/18COUNTY RFV,FIN I I .• 1-\ \ 1 Q6/31/18 COUNTY REVIEW `�. \ \ 11/18/18- RESUBMITTAL a �\ 1I 1215/18- SUBMITTAL 0 a S EET 1R-01 S ET .811 SSSSea= ...Ina/ OMB its J i SHEET TITLE �� 811 0 20 4o 80 IRRIGATION � ��, PLAN 6 AlIf - NORTH SCALE I = 4O I I R 01 IRRIGATION PLAN KEY MAP NODS DESIGN 1:. ��.,q�� tlN____�f��. wef��Ti•. +1nL--��- �J^i---?r: m'. --��t1/ --- — -rill 0 1 • • / I •-0� n. -1�=j�— ��t1'i -w'�.,- (l t)1 �' 1 -1 ' .,�i. Vii. _ 1 �1 RI04' :.IR-06 idIR-06 -- - ---------------_____.-------------------------------------------------------------------------- ------ ----------------------------i . , - 1 _ _ _ -r -07 I` `1R-08 3 I R-09 1 - I H 1 5115 �—. J •— —11 . J I 5120 U 1 r _� 5110 1 / I I \ \ 5115 � � __ -- - - - v / z I / / I I 5110 \ I 5115 _ - _ _ _ CC J _ II \ I w 1 I I ti I 5,05I I - - - .. .. — — — aiana — oit — aa — iamainn — iliniMEI — IIP — inmimma — eilli — SIMIII an IIIMMIll — — — ois VILE.ot- s _1 E cr � Q 1 �/ tMW 1' 3i 5110 f' 40 I w ui LL < = w w H U x x 1 5105 5100 7- cc 5100 u> Z Z t r m I 5105 U d 1 —w --1E- --- K - N I K N K K K K N N N N K W CC Q U I � o 2 4 ,. x mQ • I _m I I I x I i I ► ELEIATION 1 . 1 . C".) ®. x I II 0 1. .. .c1Ij v 1 1 Mt--- I m NOT FOR I / Mr= ® 11 11 x CONSTRUCTION I1 1 > 1 1 1 1 1 11 I I I 1 1 ) 1 II I II- 1 I 1 1 z 1 1 1 1 1 1 1 1 - --- - -_ - I x5100 DATE 1 © 04/08118 _COUNTY REVIEW I 98/31/18 COUNTY REVIEW I I 11/1811& RESUBMIUAL MED �11-1i x I 5095 12!5118 • SUBMITTAL 1. SHEET IR-OS ? N x SHEET TITLE IRRIGATION > o 20 40 wPLAN Q m on 811 IR-02 NORTH SCALE 1"B 40' IRRIGATION PLAN KEY MAP 1 iNOtS DESIGN -I- --- -- -- --- — —,• ---- ---—------ — -- -- ----------------------- ------- I L----------' R-01f41-r-02 '-(j fi �=0� = R05 r� IR-06 cei _t____________________________ --------------------- ______--------- --------- - T .-07 I IR-08 IR-09 I I i ' F- '-11 I ...,_ - I 1 U 1 1 _ ___ _ I I LL r �-�-. _ • I c9 z f I Ct I w I I I H 1 Q 1 W 1 1..e J I 1I I- te I I uJ O cL o VI - I w Q FA F- 1 I W 1 SIN I I O " 1 CD o Z9 ! ! b: I! m5w 1 I - - - - i &RATION 1 1 I i , i i I I • 1 1 I NOT FOR • • I CONSTRUCTION 1 I 1 I 1 1 1 I DATE ? 94008/18 • COUNTY REVIEW 08/31118 -COUNTY REVIEW I 1 1/18/18- RESUBMITTAL 1 a ` a a WS Attalla 1 a ism 1 12/5118 - SUBMITTAL SHEET IR-08 A 6 SHEET TITLE IRRIGATION g ra 1 0 20 40 8( PLAN 5 811I R-03 NORTH SCALE I. , 40. IRRIGATION PLAN KEY MAP - a r a .� a s rr a s H T Item r 'v IR a a to ,�•` 1 i NOiI IS DESIGN in �'� I ) I R-01eirri-03 t 4 1 05 O _ '�,,� - R-Q� r� IR-06 '� �- ‘ . �'�! R-07 I -08 I R-09 �- I Fs �� -11 1tJ • Q Z It UJ i II\ . 1 . I I rit -J 11( \, - l 11 ILL I Q re ! ,. 2 , 1 ,4 OORDINATE CONNECTCNTOBOOSTER PUMP WS I II- V _ - • RS fEPRESENTATTVE AND RAIt8RD PIMP W� / l+ DESIGNER REFER TO BOOSTER PUMP NOTES Q a ' m nt' J w i NS ALL RRIGATION D :• • • 1 L h / 1 U a !, SENSOR W THE APPROAMATE LOCATION SHOWN /. --- - -- -- -- - - - - I R H ' I S3 et LL V j ' , i : OO1 \IIIIIII Q z9 \ \'-‘ 1 \\\)N:Nsc.....s. Al '`g . Fi\ is k. ELAT• ION t.', ,� �\ _ ie v -N I— r ` "I w v.- N\ ti `_ w 1 -N. v ' v ` 7rn ,!t \ --1 t \\ 1. \AZ i� - 1 /„., 1 `•.- --4- -->•• /� NOT FOR - - - I CONSTRUCTION I 1 IN / 1 / / �` 4 1 DATE '� OUQfl118 �COUNTY REVIEN r y ` / 1 1118 COUNTY 1N - - - - A// - - L �tfl+ 8 RESUBMITTAL / 12/5118 - SUBMITTAL I r iI ,' / / --c• , - ''N I - / / , F / / 1 %r. 4• I iN cii IN a a �. L - ,bHEET IR-04 \, 1 TAErIQ157a a a a a a a a a a a Sa a a a a i - ai v SHEET TITLE IRRIGATION PLAN 0 20 40 80 81 T IR-04 , NORTH SCALE 1' - IRRIGATION PLAN KEY MAP .�PLIi�tJ.il - SHEET IR-02 a a r II IIIq w� Z NODS DESIGN 1 ` "'�' ¶ I T I!�'dsa o rI _ 1 R-01 i-hr-R-02 1I -03 I L 1 _ ,.. 1-1 I n� •• — a-6 _ F-04- i �� I R-06 II II II _ -,:•.. _ ;i II'i,n. Iliii ,:, ., ,, ,iI R-07 1 1R-08 .1 IR-09 ,r � >— ri I -11 J ® ® -- _ U Q I I 1I I II I I IOC I ILU D E-IIIIIII ms..„..Q._ 6323 < ' I J W Q IX CKN. I Ii WL ■/ , 04 ■ I Z z ≥ ILL 1�• �. .._. w Q CD 3 '`�` U J w a < ..": w -- - ,,. Q_ / po9 . \ s4 z ` 1 Q CO Q 1 I 1 I I .3/4. ` .� � ,/ . , . . r . . . .N. N. N. � � �. 1 I I IN. W 11 + Jib ` �. ` ` S IN. N. I N. N. I Iiii I .... N. N. N. 1 N. 1 1 L � � N. _ _ - - - _ -- - - -- - - 1 NOT , CONSTRUCTION i . 1 W I . ll \ I I N. . 1 I ` N. ` DATE 1 Q4/08118 COUNTY REVIEW -- _ - -- - _ __ - - _ ��` -� .�- Q8Q1/18 -CCUNTYREVIEW t 1215!19&SU@Ml TALTTAL 1 / " 1 ti _ 1 I 1 I I t 1 1 SSW 15605 SHEET IR-08 T a? SHEET I l IRRIGATION 6& 0 20 40 80 PLAN 8, 41. IR-0 5 NORTH SCALE 1' = 40' IRRIGATION PLAN KEY MAP 1 S EET IR-03 gPiNOIUUS DESIGN EIR , , -01r-021S-03 • • QI iti, I I _ , / ; ' R I-04- R-O5 r,, / I -07 1R-08 SIR-09 ' ' i. H. r -1Q � -11 �_ I I U I I LL • i I I O • LI • • • • NO IRRIGATION THIS SHEET I r I O a. I I cc III a ° 0 D o8 QZ9 I k I 03 IS I I I E1.E\AJKJN I- r M I W W I r t I I 1 1 1 I I 1 I I I 1 1 w I I NOT FOR ir- r _ CONSTRUCTION I . ' DATE 1 04/C6/18 COUNTY REVIEW _ __ fi 1/18 COUNTY Vl i i 12/511Q SUT AL L IL • • I I \.44:,:.:3/4:::1/4:, -) • • I -. ,-,,,%J sakist . V gM pT R �q i i __ - —_ - T � .. � � � � � � �,,,� iYEYIi;,if I I � I- a U SHEET IR-09 SHEET TITLE IRRIGATION e& , , 0 20 w eo PLAN uJ 8�1 T IR-06 Nei NORTH SCALE 1' - 40' IRRIGATION PLAN KEY MAP • a _ r _ a I i SHEET IR-03� +\ 1 ... NORRUS DESIGN r. % / 1' I R-0• Y1 R-02 �I -03 5100 I _ • -- - -s.r 5,05 r_ I =OWLj 1R-05 idIR-06 I �% 1R-08 I R-09 \\ \ ‘ 1 :,,, �. , \ \` 1) .. -- LII-. 0 S. s.6,\ Z \\ _ . \ Cr `\41/2\ \\S. LLJ \ \ \ I Q \ 0r n W Si)5b \ N ` LL ≤ H U ;----;:".._____Z Y X -X-- -- _C _[ X X X_ X X X- - X� \ '15\ Z\ \\ y 1 1 LLI < i � � 00 i• 0 9 \fr... 509:2 \ I i JAS _ \ I .ELEIATION l • 44444 0 K Ili \- fop. 1 f f f \ a� / M` �, \ W / 1 5,W 4 9 .k.........., 1x,05 ,� x�Y_-- ® II W . I 4 Q \\Ns: I NOT FOR joy ;' 7� \ CONSTRUCTION 1 i 1 110 1 I DATE 11i I 408/18 -COUNTY REVIEW I r�r ` 1!18 -COUNTY REVIEW SHEET IR-0 _ _ I 111 11116!18 RESUBMITTAL f - - - - - 121S/18 - SUBMITTAL a 6 SHEET TITLE IRRIGATION Ii 811 L I R-07 T :..7i NORTH SCALE 1' ■ 40' IRRIGATION PLAN KEY MAP J).1 3 1 7' INEETI�R,a> 1 _ NOW'►SDESIGN u / T 01 R I II 03 vino,a.r.>L,aa,n - ,A\ 4 i -- ' R:OT Ift05 YI IR 06 a4,�.la�cloroz« 1; / i NO IRRIGATION THIS SHEET _.. I� E3vwu�,� - _ _ 07 IR-09 l— _ U W Ur tom- ° D' 1 -- I' - W l\ _ weoA - U' Q Ce 3 mm U a s I 1 y wuW a3 1 1 - V 08 CO ELEIATION s� 5095 — �H \ , NOT FOR CONSTRUCTION _ _ _ ` DATE \� 0AAIbIR CIXINTY REVIEW I\ I I 0801119 CIXINIV REVIEW __________ ____ III saw, SL1&RECLI&AITTAL SHEET IR II 131`/18 SUBMITTAL 2 „6 SHEET TITLE IRRIGATION h0 20 40 1V) PLAN 811 T IR-08 �� NORTH SCAL ? 47 IR KEY MAP )))) RIGATI0N PLAN :Hal.," I I _ NOIWS DESIGN T SHEET IR 09 ,... fj 01L_R 0 FIRM 03 '-�1, ,,9,9.,,,E 5t„ ' \ 3322,8,023 9F�-04 IR O6 P.wa nfa awgi m I 07 R 08 fir i i / Z it = 1{I _I �4i Q I \ ' \ III :. Iil.ryi _ _ ��S.; It W Z i li U a I Iii I d' a8 NO IRRIGATION THIS SHEET II ,.I Oo III 1 m 5i I I , I-I ELEATION j , y , ti L r 1A I L / // `f NOT FOR ✓ I CONSTRUCTION \—f--',--,\_,...4_\— NO AUTOMATIC IRRIGATION -� Q - - _ VALISE PROVIDED TO THS - - , AREA DATE c,n_IN '` ILMOSO C0NNIYREMEW 1 / 12/5/Dra1!COUNTY REV EWm U _ '') ( 1' 1111&16-RESOBMITTAL 11 1]/5AB SUBMITTAL / r 1 I d ' - _ , y 1; R � � � L JI gd NT I SHEET TITLE ,1 IRRIGATION 5 o zo w w PLAN 21 6. 811 ; IR-09 ��l \, J NORTH SCALE-aa IRRIGATION PLAN KEY MAP '� i .. .� .ri — 1 .1. _ NORRIS DESIGN R-01 R-02 � I '-03 I: .; II: II: I : 1, I 1 I 1 ' I I ' • F�=04'c�IR 05 IR-06 O O i , i i 1 O I I i I I I l l 9 L r 1 1 I I II I ;,;07 I -os 4iR-o9 Ihit-, h '-11 �_ -- „ ,. .. ".'Us r «+!N• t•,•. •.. I2,. • ' U ft Si1 it — le1 r LL I CC i . Plf figi ILij A )fil ® Q I (...21 i cc iti 7 1 N5105 00 . ° _ "oD ie (7-- 4. . . 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I r � i • . s ue - _ : 1 J — 0. 0J .,..sir �� •J'�� ... .�. .�. —. _ W T • re 5065 % / s 4 E:1 a � !(1) O5u657 Z 1 w Zco ol_ U a Lj Q, ± O 0 0 '- w w O AT) Y M M Y M N No N M A M M M ♦ w N A _ - d d a F>V- Wlw :r W iliW W V03 50,5 I z m - W 1 I 1 I 1 ELEIATION — ---- • r I KEY MAP R-01 R-0 I -03 R"� R-05 I IR-06 NOT FOR _ I_"_ _ ÷ CONSTRUCTION rr -07 I IR-08 .IIR-09 DATE 04AS18 COUNTY REVIEYV Q8(31/I8 COUNTY REVIEW 11/18/18- RESUBMIIIAL 12/5/18 • SUBMITTAL N 6 SHEET TITLE IRRIGATION 6& 0 15 30 60 PLAN 811 I R- 1 1 I - - NORTH SCALE 1' = 30 p+ CONTROLLER PER SCHEDULE 1 Oi PAVING 0 6•ROUND BOX a COVER PER SCHEDULE O METAL PEDESTAL MOUNT O WRAP 12 GAUGE GALVANIZED FLUSH U WITH FLSH BOX TO GRADE ENCLOSURE PER SCHEDULE �- O WIRE AROUND EACH END OF NOf1S DESIGN Oj 1'ELECTRICAL SUPPLY CONDUIT _• �r� SLEEVE(10 WRAPS MIN )AND O FINISH GRADE O S�ETYPE. DEPTH PER LOCAL O EXTEND TO SURFACE AS A 3 QUICK COUPLING VALVE WI LOCATING DEVICE O L LOCKING COVER PER SCHEDULE O FINISH GRADE I TOP OF DG 4 Q SCH 80 NIPPLE O O GROUND WIRE CONDUIT MIN O 8 1-1/24 GROUND PER ASIC COMPACT SOL AROUND SLEEVE 5 O3 Gl11DELINES 18•MIN DEPTH O O 6' iDELI CONCRETE BASE WITH 10 SAME DENSITY AS ADJACENT 0 E'EXTEND 3N GRAVEL BASE THICK21• MIN DEPTH UNDISTURBED SOIL 5 EXTEND 8'BEYOND EDGE OF BOX 4 SLEEVES FOR CONDUIT FOR MAINLINE L �. a 1•PVC SWING JOINT ! O WASHED AND GRADED MORTAR O O Oe FINISH GRADE 4 SAND BACKFILL IN ROCKY SOIL lIP_air Q PVC MAINLINE t CONDUIT FOR DIRECT BURRY CONDITIONS8r+ OO O CONTROL WIRES EXTEND5' / © O PVC SLEEVE PER SCHEDULE O 21'MI REBAR TO HOLD COUPLER FROM CONTROLLER /'' TWICE DIAMETER OF THE SUM OF - - IN PLACE W/(2)STAINLESS STEEL F- 1 ` O THE PIPES/WIRES y CLAWS _J t>r_ O RECEIVER MOUNT TO DE OF ( 4 Oi EXTEND SLEEVES G BEYOND ■, 0 PEDESTAL - O EDGES OF PAVING f- 8•MIN NOTE NOTE NOTE 1 EACH QUICK COUPLER SHALL BE IN A SEPARATE VALVE BOX 1 ALL ELECTRICAL AND CONTROLLER WIRE TO BE INSTALLED PER LOCAL CODE AND t ALL SLEEVES SHALL BE INSPECTED PRIOR TO BACKFILLING 2 PROVIDE(1)QUICK COUPLER KEY FOR EACH QUICK COUPLER VALVE rr nn 2 CAP SLEEVES UNTIL USE V MANUFACTURERS SPECIFICATIONS 3 QUICK COUPLER SHALL HAVE YELLOW LOCKING RUBBER COVER 3 MULTIPLE SLEEVES REQUIRE 1•HORIZONTAL SEPARATIl7N WITHIN SAME SLEEVE TRENCH 2 PROVIDE LOCK AND KEY FOR ENCLOSURE 4 IRRIGATION APE AND WIRE SHALL NOT SHARE THE SAME SLEEVE 4 COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY AS ADJACENT Z 3 GROUND CONTROLLER PER LOCAL CODE MANUFACTURER AND ASIC SPECIFICATIONS 5 MARK/STAMP - 'X'ANDIOR INSTALL PLACARD AT BACK OF CURB CC UNDISTURBED SUBGRADE I PROVIDE WATERPROOF SEALANT rOR ALL CONDUIT AND WIRE ACCESS POINTS 5 ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE W PEDESTAL CONTROLLER INSTALLATION 0 IRRIGATION SLEEVE QUICK COUPLER i SCALE NTS SCALE NTS SCALE NTS F- Q T 0 1-I12'x 1.172'F x F SCH 40 GALV O 10'LOCKING ROUND BOX 8 O LOCKING ROUND BOX 8 COVER (3 - TEE WITH 1-1/2"PLUG COVER PER SCHEDULE TOP OF 1 PER SCHEDULE TOP Of BOX TO a 3 2 2 O WIRELESS RAIN SENSOR LOCATE WITHIN 700 OF THE O BOX TO BE FLUSH WITH FINISH BE FLUSH WITH FINISH GRADE J W GRADE Ot FINISH GRADE Q Fr 3 CONTROLLER - 2 Q 3M'GRAVELCC a ar O 1-112•DIAMETER SCH 40 8U .1 MIN GALVANIZED STEEL POST i 'I 1 8•GLIB°PVC ACCESS SLEEVE 3 O L Z LENGTH AS REQUIRED _ a t60 PVC SLEEVE 10' OI O 12'DIA CONCRETE BASE-FORM O LENGTH AS REQUIRED -4 = 4 (-4-) Z y WITH SOMA-TUBE OR EQ P06T GADS VALVE E CROSS S HANDLE Z co 4 O BRICK FOR SUPPORT ~ O AND SOLID WEDGE DISC PER , N < m DLL BE CENTERED WITHIN 5 10 e ' I SCHEDULE U CI_ tif O PVC PRESSURE MAN LINE § S 6 p THREADED MALE ADAPTER L� O 38' 17 5 t 1 O SCH 80 TEE PER MAINLINE SIZE g 3644 GRAVEL a U MIN MIN 12 ALIGN IN A DOWNWARD POSITION , O AROUND BOX AS REFIQl11LL 1REN AND U z 0 O SCH 80 PVC NIPPLE h//// CO S EXTEND B'BEYOND EDGE OF BOX Q o 8 O _liro O FINISH GRADE O PVC MAINLINE AS PER PLAN Q Z . O ,'BRONZE BALL VALVE SHORT m Q9 HANDLE - -. +e SCH 80 PVC ELL 12' DIA * ++ NOTE SCH 80 PVC NIPPLE NOTE NOTE n 3N•GRAVEL SUMP t CU F T MIN 1 COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY AS ADJACENT 1 INSTALL WR-2 NO GREATER THAN 700'FROM THE RECEIVER I ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE O UNDISTURBED SUBGRADE 2 INSTALL PER MANUFACTURERS SPECIFICATIONS 2 LOCATE DRAIN VALVE AT POINT OF CONNECTION MD AT ALL LOW POINT(S)ALONG THE 2 DO NOT REST VALVE BOX OR ACCESS SLEEVES ON MAINLINE OR LATERAL UNE • • •• I • • • • �� 3 SLOPE TOP OF FOOTER AWAY FROM POLE IRRIGATION MAINLINE AS NEEDED 17 SOIL BLANKET ENCLOSING SUMP 3 PROVIDE GATE VALVE KEY LENGTH AS REQUIRED 4 FINAL LOCATION AND MOUNTING SYSTEM TO BE APPROVED BY ON'.- 'i (7) RAINBIRD WR2 WIRELESS RAIN SENSOR ;POLE MOUNTED' 5 MANUAL DRAIN VALVE 8 GATE VALVE SCALE NTS SCALE NTS SCALE NTS Oi PVC PIPE IN TRENCH O PLASTIC LOCKING VALVE BOX PER SCHEDULE TOP OF BOX TO O (2)SC 40 ELL O O EXCAVATED COVER MATERIAL BE FLUSH WITH FINISH GRADE O SCH 80 NIPPLE (SEE NOTES) `f, •14 '� 0 MASTER VALVE PER SCHEDULE 0 24'04 REBAR TO HOLD t8' t? 5 O FINISH GRADE EQUIPMENT IN PLACE W1(2) 24' 6 O INDICATOR TAPE 1 O OQ CONTROLLER C) - - I ) 7 STAINLESS STEEL CLAMPS NOT FOR - - • Q WIRE WIRINESS PER ® O 0 SCH 80 PVC SxSz T TEE CONSTRUCTION TIC • 0 PVC DRIP LATERAL(8'MN MANUFACTURER SPECIFICATION • 7 COVERAGE. 24' MN COVERAGE BELOW PEDESTRIAN WALKS ) i 1 4 e H'GRAVEL -4'2 0 WATERPROOF ELECTRICAL 3 �I 9 O WITH GEOTECHSUMP FABRIC 8 / CONNECTIONS PER Oi PVC TURF LATERAL 5 MANUFACTURER SPECIFICATION O4 ' 1p O PVC MAIN LINE PLAN SECTION 9 �I ' Q FINISH GRADE O D O TWO STACKED t0'LOCKING NOTE Q PVC IRRIGATION MAINLINE U e D❑ .'e e e e 5 11 ROUND BOX I.COVER PER DATE I ALL MAINLINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS e 0 — 8 0 FLOW METER PER SCHEDULE O SCHEDULE TOP OF BOX TO BE Q VALVE WIRING r 12 04A6Il8 -COUNTY REVIEW 2 ALL PVC PIPING TO BE SNAKED IN TRENCHES AS SHOWN IN PLAN VIEW ABOVE �! II O FLUSH WITH FINISH GRADE 3 ALL 120 VOL 1 WIRING IN CONDUIT TO BE INSTALLED AS PER LOCAL CODES a BEDDING MATERIAL (SEE NOTES) I I I . 9 Oi SCH 80 UNION(TYP) 08(31/18 COUNTY REVIEW 4 ALL ELECTRICAL WIRE CONNECTIONS TO VALVES AND SPLICES TO BE INSTALLED WITHIN A VALVE BOX0 O O NR AND VACUUM VALVE PER 11/18118 RESUBMITTµ AND MADE WITH DBY WATERPROOF CONNECTORS, OR APPROVED EQUAL 3H'GRAVEL SUMP 8'DEPTH .' SCHEDULE SIZE PER MAIN LINE 12/5(18- SUBMITTAL 5 BUNDLE AND TAPE WIRING AT 10'INTERVALS OR MANUFACTURERS REC +e BRICK SUPPORTS 2 MN I0 SCH 80 PVC NIPPLE 6 VALVE WIRES TO BE INSTALLED WITHIN MAINLINE TRENCH WHEREVER POSSIBLE MINIMUM UPSTREAM MINIMUM DOWNSTREAM 7 BEDDING MATERIAL SHALL BE 1/4' MINUS SAND. AND SHALL BE 7 BELOW LOWEST PIPE OR WIRE STRAIGHT PIPE DISTANCE • / // / STRAIGHT PIPE DISTANCE _ " (2)SENSOR DECODER AT AND I ABOVE HIGHEST PIPE OR WEIR WITHIN TRENCH t0oc FLOW METER SIZE 5x FLOW METER SIZE MASTER VALVE AND FLOW m SCH 80 PVC BALL VALVE 8 BEDDING MATERIAL SHALL BE IN MAINLINE TRENCH ONLY SENSOR D - BEDDING IS NOT REQUIRED IN POLYETHYLENE TUBING TRENCHES �� SCH 80 PVC NIPPLE 10 EXCAVATED COVER MATERIAL SHALL BE FREE FROM DEBRIS ANO ROCKS VT OR GREATER. NOTE NOTES +�II PIPE BEDDING MATERIAL TO BE ROCK AND DEBRIS FREE. BACKFILL IN 6- UFTS. PUDDLE WITH 1 INSTALL SENSOR AND MASTER VALVE DECODERS PER MANUFACTURER'S I INSTALL PER MANUFACTURES SPECIFICATIONS O PVC MAIN LINE WATER BETWEEN LIFTS SPECIFICATIONS I-OR WIRING AND GROUNDING 2 LOCATE VALVE AT HIGH POINTS ALONG THE IRRIGATION MAINLINE AS NEEDED \J IRRIGATION TRENCH 0 MASTER VALVE / FLOW SENSOR INSTALLATION 9 N AIR AND VACUUM VALVE SCALE ' �" SCALE NTS SCALE NTS y SHEET TITLE IRRIGATION & DETAILS & Of IR- 12 ®TRE DECODER e Q EMISSION PONT DIFFUSER CAP 1 ID WO WI Qi WYE FILTER PERSOIEDULE I 4) 9 W/OWPSTNtE1ttPJ ��J J 2 TI 2 a Q PLANT RDOT BELL(PM) NORMS DESIGN 0WATERPROOFCONNECTORSN D — `— _ — 17 3 �.,�/�•'�6MIN 7 8)PLANT CENTER MPI 1 -I_III I ()PRESSURE REGULATO1 POI SCII — — --- 1r''1� ] _ t3 �r Rlr1, 1T SECOND EMSSIONfOINiS SEE TN 5 -1 /1{ 14 QSCH BO PLO UNION 4 ._ ,_� Q NOTE]BELCW 1101 aL.uklma Sorg —I �, � ICI! _ POLYETHYLENE DRIP LATERAL 5 1 QTREE TRUNK—4-- Dom'P 361 OR 1115 IIII= B — Q 6 —II—1 A_aIIIIC��3u1)r,411elnllt II I5 QYARE TO MATDEGDOERES) 2 6 Q MULCH LAYER FaU]ISO I ISO ��y '.'a J I rArlalm.34ml um 7 —-- 76 N4 DISTNBUTIOITUBNG II=11 1, QBRICN SUPPORTS MIN I 7 Q(LENGTH NOT TODZE®5) 8 — I— —I— —1 = =II I_ I Qi 4 DEPTH GRAVEL SUMP =1 .ann I I 8 0 3/4 I POLYETHYLENE DRIP TUBING I- 8 _ _ _ _ _ ORASTITOP() C LU EE NCVPLVE STREET _II_I l' 1. • III—_III—III—III—IIIII-III-III- SCHEDULE TOP OF TO BE 1==III—= —III B Q SINGLE OUTLET EMITTER _� 1 I—III-FLOW III M =III-111- FLUSH WITH FINISH GRADE NOTE III=I II=II I—III- I J Q FINISH GRADE 1 M,WMI➢NLENGTH OF ONEDISTRIBUTOI TUBE SHALL BEM U 2 ALL EMISSION FONTS SHALL BE LOCATED ON UPHILL SIDE OF RANT MATERIAL ONE IA SEAL`WIRE ENDS WITH WATERPROOF SPLICINGMATERAL OVAL.VE ASSEMBLY EMISSION PONT SHALL BE DIRECTLY TO RANT BALL AS INDICATED ADDITIONAL EMISSION Q 2 30'MIN LENGTH OF PATHWIRECOIEDAND RACED IN BOX ATWAIERPROOF POINTS SHALL BE WITHIN RANT PIT PERIMETER AS DIRECTED IN THE EMITTER SCHEDULE IL CONNECTION TOSOLEI00 OM SPU VALVE I4RSCEWURE 3 SECOND EMISSION POINTS(IF NEEDED)AS PER THE EATTEISCIEDOE FOR TREES PATH] /FY a IHSTAILDECECWER5 PERMANUFACNPERS SPEOFIGTON FORWIR M S R INGO CALIPER CM GREATER OR CONNETOLS TREES IO CNWEATER IN NEGNT V GROUNDING Q SCH BD TEE MSC.BONIPR.E 4 THIS IS AWATERING GUIDE ONLY SITE SOIL AND PANTO]NDITIONS VARY GREATLY Z PVC CONTRACTOR MUST OBSERVE REPLANT MATERIAL AND MWOE ADJUSTMENTS AS — S NECESSARY FOR PR0PER RANT WATER REQUIREMENT LL O DRIP VALVE ASSEMBLY W/DECODER OIII m fRMAC0NT O TREE EMITTER PLACEMENT I SCALE NTS SCALE MS Q Rao DECODER(YATHOR UNE Q SURGE PROTECTION RAN BIRO Q OBG250EFUSEACM /F\ 2 Il ,, 11 , 8 FD 101 TURF ED UMWUMWdi Q UNWORN,1/4 TUBING STAKE V iii 3 I T FD 27RTURF FIELD DECODER T --I _ I�_�I_11 9 MCEPROTECTORRNN O VI DISTRIBTTIOVTUBING Q © 1 15, 1 _ Q UNE S BIRDLSP TURF Iona 2 LFNGIN NDT TO dLEEDB 4 —I j �1_ f0 O BUIEVARE FROM FIELD 3 Q TOP OFANLCH f- 5 --I=1 III DBSEUESYAPE CONNECTOR DECODER Q FINISH GRADEw Z x I ) , T 6 I_—J T� 1 • I I I I- O RAIN BIRD OBTWC]S 4I OF 1) +L. �.�� Qi F'RESSUREGTAIPENSATING J m 1 I EMITTER ROD 08 L Y 5 TIEDOE EMITTER I�O GROUNDING R LCI,iE ON 1OIP0Y CeW LESS 6 SIDE OF DR LATERM0. Tl8 r II OIMOYAREI WIAYUMGTI(N —' N3` N3-'?} 7 O IN POLYETHYLENE TUBING AFT 0 f CABLE TONECT DENCE(FIELD '� s -> t DEPTH PER DEINL V co DECODER SENSOR DECODER _ _ _ _ _ _ ❑ p LINE SURGE PROTECTOR OR III-I 1-11-1I I II-III=III- Q �9 ESPLYO CONTROLLER) I2_ I I I Ill-III-1 I I=1 11=t I I- m 5 NOTE 0WHITEWRE FROM FIELD III-111=III=11 1=III=III=1I1- I LIP iTURFSHALL BEINSIPJLEOEVERY500FEETOR FOR EVERT EIGHTDECODERSON DECOOER(IOF2) —11-111-111=I 11—III—III- I- 2 MMNLLENcHCSEO1DARYWIREPATH(IAWS)EROADELMERTO5TENODISA50FT O RAINBIACHRDY VALVE "ATHcortn A=RIL=III=III— III—III—II— la B RACE]FEET OFEATRAYAREIN EVERT VALVE BOX FREASIER 5ERJIONG III—IiI—III—Ht,—III=III. III .� 4 PAIN BIRD FOHOITURF AND FD001NRFFlEDDECIDEPS COME WITHL5PINRP5 QpgINBIRooBR�+c�asLilloFi VIII III�III�IIII III IIY� II �Qn�N BUILTJN FD IDITURF 0D 1@TURF AND ED 202TURF REWIRE SRFARATELSP ITURF SURGE — — - PROTELTON ®500600 ME(,OF 21 O RAINBIRD LSP-1TURF AND FIELD DECODER(FD)CONNECTION O SINGLE OUTLET EMITTER SCALE NTS SCALE MS O VALVEBIXVATI COVER PER 0 LOCANG ROUND BOX 1 COVER 1 6 SCHEDULE I PER SCHEDULE TOP OF BOX TO 2 7 Q FINISH GRADE OR TOP OF MULCH 2 BEFLUSH WITH FINISH GRADE IO B�EEND 5EFFLIAHCIIP ilF.,��/ I1 WIRE FRCS,UNE SURGE 3 8 _ I 8— IL, PROTECTOR TO GROUNOINGRCO — II — Q FINISH GRADE 4 _111._ LI— B IwAsscuMPSD OF 2) 1 —_—III I. rMw QNNREBN TOHOLOENO(:M NOT FOR L 1 yI GROWING ROD 10 OHMS OR I 5 — N RAGE WII715TALN1FSSSTEEL CONSTRUCTION 5 I II=I 10 Qr Ice CRAMPS 19 Q}INCH_ I, ' ' N MINIMUM DEPTH OF 6 II, Q POLYETHYLENE LATERAL 1-I II II 31I4NCH WASHED GRAVEL 7 —II C��- — O E140NCOMRIESSIOH FITTING II i I I Q SURGE ARRESTOR WALT IN ON - _ ` IW3SDECCOEi5 8 0 314 GRAVEL SUMP I DEPTH DATE O DO SERIES PARE CONNECTOR J T + ` O BRICK(2 REQUIRED MIN) 0W71615 CGXINIE6B16W RAIN BIRD DBTNC25('OF 2) 13651.1B6_132110.863636 I I- SIIRNOTTAI iJ O PARE FROM LSP ITURF TO OB - VIII_I Fill 1 SERIES WIRE CONNECTOR - I I I 12/5/18 SUBMITTAL NOTE Q BRIOG(I OFT) _ ILL'�rFl EVERT HD DEADER 585 LMITMNC SURGE SUPPRESSOR BUILT IN 0550507 EVERY 1201 DEWCER TOEARIHGROW U5WM)IAM O HARDWARE SURGE SIPPRESSON DEVICES REWIRED O TWOWIRECABLE COMMUNICATION WIRE TO NEXT DEVICE WIELD DECODER. NOTE SENSOR DECODER.LINE SURGE I COMPMTSOLAROUND VALVE BOX TO THE SAME DENSITY AS ADJACENT UNDISTURBED PROTECTORORUJMRTLERJ SUBCLWE 2 SECURESTAKE TO RUSH END CAP PUMA MIN OF MOSS CLAMPS 1 O LINE SURGE PROTECTION O DRIP FLUSH END CAP a SOLE NTS SCALE NTS 3 5 SHEET TITLE IRRIGATION I DETAILS 6 ea IR-13 Hello