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HomeMy WebLinkAbout1.15 NTC ResponseJuly 20, 2012 Mr. Glenn Hartmann, Senior Planner Garfield County Building & Planning Department 108 Eighth St, Suite 401 Glenwood Springs, CO 81601 Re: MRI Waste Transfer/Recycle Center Limited Impact Review Supplemental Information per July 13, 2012 Completeness Review Dear Glenn, GSGM www.sgm-inc.com This letter transmits responses and supplemental information in response to your July 13, 2011 letter to Larry Green (attached). Thank you for meeting with Larry and me on short notice the afternoon of Tuesday, July 17, 2012 to go over each of your concerns in detail. This response has been formulated based on those discussions and we believe it adequately addresses all completeness issues. Again, our desire is to be placed on the September 10, BOCC agenda. Notice by publication is required no later than August 9, 2012, which means the ad must be furnished to the Citizen Telegram by noon on August 3, 2012. We would like to meet with you Monday, July 23, 2012, if necessary, to go over any continuing questions you may have with the completeness of our application after consideration of this response and supplemental information. The enumerated responses below correspond to the item of the same number in your letter: 1. Access Roads (7-108 and 7-307) • The attached Site Plan Sheets 1, 2 and 3 of 3 have been revised to show widths and slopes at key areas. • All roadways are existing drives on IRMW I and II. No new public roads will be constructed. • Existing road surfaces consist of asphalt and a mix of gravel/dirt. MRI will utilize these surfaces with only treatment for dust. These surfaces have historically supported heavy truck loads and it is my opinion that, with proper maintenance, they will suffice for the proposed use. • A travel way width exceeding 24' is available in all areas having two-way traffic potential. The exceptions are the proposed, one-way gravel driveway located off the NW corner of the main building and the asphalt exit west of the office, which scales at about 18'. Refer to the revised Site Plan for widths at specific areas. • The driveway intersection at CR 100 was previously constructed with large truck movements in mind. Curb return radii are 35' +/- and grades are flat for stacking purposes. GLENWOOD SPRINGS 118 West Sixth St, Suite 200 I Glenwood Springs, CO 81601 1970.945.1004 6SGM www.sgm-inc.com • Auto -Turn exhibits are also attached that show WB -67 and Fire Truck movements. WB -67 movements track (as it does today) across the existing gravel shoulder at the entrance to CR 100. • Based on my observations, the drives have acceptable grades and are of sufficient width to facilitate proposed operations and safe public and emergency access. 2. Stormwater Management ( 7-207) • Supplemental hydraulic calculations, and the discussion below, are provided to address your primary concern that "the adequacy of drainage improvements for the overall site needs to be clearly demonstrated". • Note the application did not include specific responses to the requirements of 7-207 as the proposed land use will not create new development within 100' of a water body nor will it create 10,000 sf of impervious surface area. • The proposed design does comply with the intent of 7-207 in ensuring drainage will not adversely affect proposed operations or impact adjacent property owners. • To address part of your environmental impact concern, revised Site Plan and Profile Sheets 2 and 3 of 3 include appropriate erosion/sediment control measures and stipulates that the liquid waste tanks are to be set with rims 18" above adjacent grade. • The Drainage Exhibit now shows outlet points for each subarea. IRMW I Subareas A and B drain westward via the roadside ditch. Cross culverts are undersized and major events will over top the road at shallow depths with only minor nuisance to MRI operations. Ultimately, this drainage, like that from Subareas C — G, ends up in the highly vegetated depression areas adjacent to the Rio Grand Trail. Subareas C and E drain to the existing retention pond NW of the main load -out building. Refer to Transfer Bay sheet 3 of 3. Subareas F and G drain via sheet flow to the north. Construction of the proposed driveway will divert a small portion of Subarea G a few hundred feet westward to a natural draw. • Supplemental hydraulic calculations are provided for the ditch section draining Subarea B (and a small area of Subarea A) south of the main load -out building and above the MRI office building. Refer to revised Site Plan 1 of 3 for Section A and B locations. These ditches are to be cleaned to section having 2:1 side slopes and a minimum depth of 2.0' or equivalent. The Flowmaster calculations show capacity in each location was 32 cfs and 26 cfs (A and B respectively) while the 100 yr flow is approximately 15 cfs through that reach. • The risk of potential environmental impacts that might result from hyper -concentrated flows, as discussed in the H -P report and in the Impact Analysis, seems low. The deposition is likely to occur on the access road and parking areas south of the main load -out. Given H -P's estimate of a 100 -year recurrence interval, the most prudent course of action seems to be to acknowledge the hazard and be ready to clean-up the mud and debris when an event occurs. Please advise if you had other practical measures in mind and we will address them July 23, 2012. • The application Drainage Report and the supplemental info provided here are sufficient to ensure adequacy of drainage improvements for IRMW II and MRI operations. 3. Liquid Waste 6SGM www.sgm-inc.com • Liquid waste storage tanks will be similar to the 1,500 gallon concrete by Valley Precast, Inc. See attached cut sheets and revised Site Plan Sheet 2 of 3. • An audible and visual high-level alarm, similar to the Tank Alert XT system, will be installed to prevent overfilling. • MRI will empty the tanks prior to filling which is expected to be a frequency of once every three or four weeks. The pump truck has 3,500 gallon capacity and is located on site. • Rim elevations will be set 18" above adjacent grade so local drainage will not flow into tanks. • A schematic of the internal facilities is attached. A concrete floor with drains connected to the liquid waste tanks will be installed for the entire floor area of the existing building. 4. Existing Uses, Fuel Storage, Security Fencing • All other businesses and tenants will vacate the site except for the propane company occupying the far eastern portion of IRMW II. Propane is stored on that portion of the site. • No other fuel storage is currently being used on site. Any remnant facilities will be removed. • MRI now proposes a future fueling facility located west of the main load -out as shown on revised Plan and Profile 2 of 3. An above ground, double-wall 10,000 gallon tank as manufactured by ConVault, Fireguard or other is envisioned at this time. Refer to the attached cut sheets for typical samples of the future installation. • Site Plan Sheet 1 of 3 has been revised to clearly show the gates and fencing necessary to secure the site. A new gate and fence will be installed just west of the propane area. A new gate will be installed on the driveway west of the main office. Existing gates are located on the main access above the office and on the entrance to the upper road on the far east side of IRMW II. MRI will consult will the fire department on whether the new gates should have lock boxes or be breakaway gates. 5. Operations Plan • The main load -out building will most likely be fitted with a louvered intake and exhaust system that works in sync with the odor control system. A mechanical design will be submitted with the building permit application. • A Contingency Plan for hazardous materials is attached as the "sample plan" you requested. A similar plan will be developed for spill incidents that, if not properly handled, could result in contamination of surface or ground water. • Public waste disposal and recycling may be allowed in the future. Per CDPHE regulations, this will be done in a completely separate area. Site Plan Sheet 1 of 3 has been revised to show the area on the south side of the building. • Traffic impacts from any future public use are not expected to coincide with the future peak hour traffic for the overall facility. The highest use may occur on weekends. MRI will set public hours as warranted in the future. • The fire protection comment was based on preliminary discussions with the fire department. A "quick -connect" is to be provided in three locations. We expect to receive additional referral comments from them. GSGM www.sgm-inc.com I trust this letter, and supplemental information, will suffice to facilitate a determination of "Complete" and allow the Public Hearing to be scheduled with the BOCC. We look forward to meeting with you on July 23, 2012 to provide any additional clarifications. Sincerely, SGM David M. Katz, PE Project Manager July 13, 2012 Balcomb and Green PC Larry Green Esq. P.O. Drawer.790 Glenwood Springs, CO 81602 BUILDING & PLANNING DEPARTMENT RE: Completeness Review IRMWII — Recycling Processing Facility and Solid Waste Transfer Facility Limited Impact Review (File LIPA-7280) Dear Larry: We have reviewed your application and supplemental materials, submitted on behalf of IRMWII LLC for a Limited Impact Review for a Recycling Processing Facility and Solid Waste Transfer Facility on property located at 1058 County Rod 100, Carbondale CO 81623. Our completeness review has noted only a couple items that need to be addressed prior to a determination of technical completeness. In accordance with the Garfield County Unified Land Use Resolution of 2008 (ULUR) as amended, please respond to the following items: 1. Pursuant to Sections 7-108 and 7-307 the Application needs to include additional details on the access roads that are proposed to serve the facility. We understand that some of these roads are existing. Information needs to be submitted sufficient to confirm compliance with the ULUR and confirm the adequacy of the roads to handle the traffic associated with the proposed use. Access and turning radius at the intersection with County Road 100 is a key topic and the submittals should be adequate to demonstrate Targe vehicle turning movements including emergency response and fire trucks. 2. Pursuant to Section 7-207, the Applicant needs to address storm water management issues for the overall site. The Application provides details for some existing features, however, the adequacy of drainage improvements for the overall site needs to be clearly demonstrated. While the submittal discusses the hyper - concentrated flow potential on the site and the management of risk and damage potential, the storm water management plan should also address mitigation to reduce the potential for environmental concerns that might result from such an event. 3. Details on the liquid waste storage tanks need to be provided including any spill prevention plans and monitoring or high level warning signals. Additional details on the internal facilities (i.e. concrete floor, drainage, recycling area) needs to be shown on the site plan. 4. The Application needs to clarify what existing uses on the site will remain or whether they will be removed prior to operation of the recycling and waste transfer 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • Fax: (970) 384-3470 facility. It should also address the status of any existing fuel storage on the site and whether the site will be fenced for security. 5. The Operation's Plan addresses a number of topics and should provide clarification on the following components: • Potential exhaust and ventilation requirements for the existing structure. • The operations plan discusses a contingency plan to address issues such as management of a hazardous materials incident or contamination of surface or ground water. A copy of the Contingency Plan or a sample plan should be provided. • The plan appears to indicate that "public dumping" will be allowed. This should be clarified and more thoroughly addressed including security and traffic generation. . • The plan indicates that fire protection equipment will be present at three different locations within the facility. The Application should address whether the equipment is in addition to fire hydrants and what the equipment includes. Once the above information/topics are addressed we can finalize our completeness review, schedule a date for your public hearing with the Board of County Commissioners and proceed with the public notice requirements. Also, once determined to be complete, you will need to provide additional copies of the submittal materials to send to referral agencies. Full size copies of the site plan and related plans will be required for some of the referral sets to facilitate technical review of the documents. Please note that the Garfield County ULUR requires that the technical completeness issues be resolved within 60 -days of the date of this letter, otherwise the application will be deemed withdrawn unless a request for extension is submitted and approved. Please feel free to contact me any questions on the completeness topics noted above. We look forward to scheduling your public hearing as soon as possible. Sincerely, Glenn Hartmann Senior Planner • 441 A GRAPHIC SCALE ti mew „tiL m S C3 0 10 7 qo 0 14 9 • e- 0 0 S gif ter IRMW TOTAL Ld �N 2 o o(40 p 0 cc o WL;' w 7 xw U 4_day_,. s „P v.De,(1,1 R 4 R 8 R 4 s 8 1 T . EXJ55/[ i 80175!/0 (OFF71 2 (TO REM1WAIN) al" • PRELIMINARY NOT FOR CONSTRUCTION 6260 6250 6240 6230 6225 m n N DING pa p 9",-211' PARKING SPACE (TLP.) eir 8 EXISTING STRUCTURES TO 8E REMOVED FOR DRIVEWAY Xl57I6 1LDP/ 5 REVED FZfiURE .10, 000 GAL FUEL 5TATION LP.S0A.0+26.42 L.P.ELEV.6236. 75 211 S14.0+51:42 PII 6768..623731 5=8.68 ... ......50'00' 177. . 0 PROPERTY ONE 0 Arr a mull= in 11111111111 �on - -E- a. E-9 , LARDS,{.Y.7,j TWO 1500 GALLON UNDERGROUND WASTE T4NK5 WITH 5102 WATER 754R5 SET RIM 18" 49011E 40,1 GRADE W8-67 801751/5 ACCESS E 98 16520 PROPOSED SHED ROOF EXISTTNG ELE•CT.RIS _. ....7701.65 TO 85 R£M01750 07757/NC CENTERLINE ELLUAT7ON FINISHED CENTERLINE ELEVATION PRESERVE ALL Ct/ERREAO LINE FROM MITERIOR 7084 l EXISTING 81.1IL01NC (TO REMAIN) � s8 Id.P.STX2r77.69 5.5.5501.6252.9 9 PO 514.2+52.69 61-1 ELEV. 625341 5-8.23 5500VC 2,95-55'ehe PRESERVE ALL EMSTNO TREES, DRIVEWAY .: R 5708108 LOADING BAY- CONC. AYCONC. 67009 AT 1077 OF TRUCK ELEVATION DRIVEWAY PROFILE N. T S. SCAB, 1 _ = 2' HORZ. 1" = 5' VERT. 6245 6240 6235 .. ... ..............................6250 r EXISTING' [6076RL/NE ELEVA1700 � FINISHED CENTE.4LINE 57674158 L5; tp b e in m �� ,a b ^ b ti b a y ,d '11,N ,d N 'a e I 4, SO r v 5p v v ,:„ b TA.- ,p u b v Fj v 0) 0+00 0+50 7+00 1x-50 SCHMUESER 1 GORDON 1 MEYER ENGINEERS ISURVEYORS SCHMUESER GORDON MEYER 1 1 8 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 GUNNISON, CO (970) 641-5355 2+00 2+50 3+00 MRI WASTE TRANSFER/ RECYCLING CENTER 6225 86 z GRAPHIC SCALE lc al EXISTING GRADE (IN FEET 1 inch = 20 [t 7.00' 257 7.00' .. 1' SHOULDER 2.T 6" CL 6 ABC * REFER TO GEOTECH 12 CL 2 ABC REPORT FOR FINAL STRUCTURAL SECTION DRIVEWAY DETAIL AL T5. 787- 868 REVI57O8 047E 2 CO62CE7T7ESS RESPONCE 7-20-72 81 85 PLAN AND PROFILE Jab Rn. 2011-414.001 Omwn by WBG Ovte: 4-10-12 2 qe: RL6 PE: OK File S7 n. 5w; OF 3 4 15 GRAPHIC SCALE On 120 (sI FEET) I inch = 90 ft GRAPHIC SCALE 1 inch =.. -13'...ft, 18- ENO SECTION INV 6246 ...10 X90' R(PRAP PAD' .....75" TN10K,.05o 72,,..__. .. ":61LL ALL --1/0105 W ..TOP SOIL. 5550 &...L7ULCI1:�:2/77-7 04RCa._.. APPR0650 51X!5'25 ., u 0 � f PRELIMINARY NOT FOR CONSTRUCTION wv rj ea 625Q:.::, EXISTING GRAVEL PARKING ♦ r' '7/7776/7177777r/TlTi7/7/7T7TLT/T/7/7/777 `�/2///////////////////////////////////////////a //7////////////////////<////////////////!/i/A /////////////////////////////////////////////r./ :V///////////////x////////////////////////////////,, 011 �C1L11/±5 LLLJL ...LLL1/_//1LCf1L L /1/lccct/1fJ1 2a. oa' EXISTING BUILDING WALL V240± -S - 2Z± O TRANSFER BAY / • SCALE 7-=70' ♦ SCHMUESER 1 GORDON 1 MEYER ENGIsEeRs I SURVEYORS SCHMUESER GORDON MEYER 1 18 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 GUNNISON, CO (970) 641-5355 6251 CBOT INLET TYPE C ,RIM ELEV 62570 INV ED/ 6253.0 EXISTING BPILDING 78- ENO SECTION IN1` 6260.45 70200' /1'/ RAP PAD 78" THICK .0s0=1 APPROXIMATE PROPOSED. -_ EWE HYO8E-,NF 5ocA77oti DEFER TO SOPRIS ENG. E7RE TANK STORAGE PLAN - RADE TO DRAIN Gee 'G 18" END 5EC7lON /NV 5251.5 �ElST1N X G GRAVEL/DIRT 8 625 PARKING 24' _ Ge YL2 I�~mal�cwar COOT INLET TYPE C RI l £LEV 6267.0 NAV"ELL-/ 6255.0 0 FILE D. 10CArE EXISTING ;.,g,4. 4 00 17/45'6 504/ FOR DESIGFLOW PIPE. IF N MOOS.. OTHERWISE INSTALL 06CLET. AS SHOWN. BAFFLED COOT TYPE C INLET 18" INV, IN .6257.0 78" INV. 0/2/ 6240.;5 ---` EXISTING RETENTION POND ear MRI WASTE TRANSFER/ RECYCLING CENTER CBOT LET6Y,9r C MI EL V 630:00 • 7 // • ELEik 630400 C5ORDAITE_W0 / WA` Ef�L P CON 77RLIC6IONi • 0 24f- 8ER 1" 1 REI/1SSON CORS."LE7NESS RESPONCE TRANSFER BAY / DRAINAGE PLAN CLEAN IJITCH E,40M HIGH' TO f5657- 0E272 18 W/ 2:7 51.05 SLOPES f Job No. 2011-4 4.001 Omwn by WBG Oate: 4-70-12 RL2 E- OK Ile Slt n. d OF Dram 6y. Oats: --1-4(1';\\ is di I \�1 Eil R% °HIC SCA E ( 11 FEET 1 irn} - KG 11 ��lv',.Yy-i�Y"rlv+Yei-w YY4 T„vY�r• '1 0 o 000000e 03"10oo*Goon •e I.p4III�II�II 0 tt°m" REELIMUSIARY mad upon dead �h dub .... � Mato air yew fire! 1.9.1 rh�$w�, . t. 61 no swot M Mfa r k6a !• 4R+ Uvn fanfare SCHMUESER 1 GORDON 1 MEYER ENGINEERS 1 SURVEYORS SCHMUESER GORDON MEYER 1 1 6 W. 8TH STREET, SURE 200 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-1004 FAX (970) 945-5948 A5PEN, COLORADO (070) 925-6727 GUNNISON, CO (970) 641-5355 CARBONDALE TRANSFER STATION Autoturn through MRI Site LMB 7-20-12 I DK filet AwfwiwU_ 2kdap OF f.. INBOCWD--FRACLo7NG ON SHOULDER (257 SF) 400 19.50 WB -67 Tractor Width Troller Tractor Track Troller Track IGN feet : B.00 Lock Lock Time : 0.00 2540 51,50 Stnerine B.00 Artieula'nAo Angle :75.00 : 6.50 —.. EXISTING �J lrJ TREE LINE � t .`"!kms a r 7 a 4.00 19.50 we=s7 Tro for Width Tro ler 4.10011 Tra tar Track Tra ler Track Lock to Look Tme :5.50Stewing Angle 5.00 Articulating Angle. 6.00 25.90 ]5.00 TfrfPREL.11411SIARY commerce any leg f aged upon any defecf, /is . three years after you first discover d cf. in no event' may any ;ego!f 1.400 any defect h Nr'c be a d more than fen 5.88 1620 TrackGLENWOOD PFERGE DASH PUMPER vnetn latt La to Lok lime : 6.00 5teeny Angle . 45.00 .� ---1111111L: No, "ajmnialraikraeiiiMAT ANP A P — — — — EXISTING TREE LINE 31.06 5GI`'.� GLENWOOD PI E DASH PUMPER Track 7.03\ Lack to Lock Tme 600 Steering Angle 45.00 qty EXISTING SCHMUESER 1 GORDON 1 MEYER ENGINEERS ISURVEYORS SCHMUESER GORDON MEYER 1 1 8 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 GUNNISON, CO (970) 641-5355 CARBONDALE TRANSFER STATION NUM— HER RENS/ON DATE er Autoturn at CR 100 Job No- 2011-414.001 Drawn by.. LMB Dore: 7-20-12 41ProieFti9 IPE. DA' e Aut farn_SMv2k.dug OF • 1 1 1 va 11 1 1 1 1 0 •••• Mrd a•M Be .••••~1IM =I" liellia••• We WTI •IsLaria, Worksheet Worksheet for Irregular Channel Project Description Worksheet Ditch Section / Flow Element Irregular Chani Method Manning's Fort Solve For Discharge Input Data Channel Slope 007800 ft/ft Water Surface Elev 2.00 ft Options Current Roughness Methc rved Lotter's Method Open Channel Weighting wed Lotter's Method Closed Channel Weightinc Horton's Method Results Mannings Coeffic 0.030 Elevation Range .00 to 4.00 Discharge 32.49 cfs Flow Area 8.0 ft' Wetted Perimeter 8.94 ft Top Width 8.00 ft Actual Depth 2.00 ft Critical Elevation 1.75 ft Critical Slope 0.015924 ft/ft Velocity 4.06 ft/s Velocity Head 0.26 ft Specific Energy 2.26 ft Froude Number 0.72 Flow Type Subcritical Roughness Segments Start End Mannings Station Station Coefficient 0+00 0+22 0.030 Natural Channel Points Station Elevation (ft) (ft) 0+00 4.00 0+08 0.00 0+12 2.00 0+22 2.20 is\...\mri-ditches.fm2 schmueser gordon meyer inc 07/20/12 02:51:54 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: djc FlowMaster v7.0 [7.0005] Page 1 of 1 Project Description Worksheet Ditch Section / Flow Element Irregular Chani Method Manning's Fort Solve For Channel Depth Section Data Mannings Coefficiei 0.030 Channel Slope 0.007800 ft/ft Water Surface Elev 1.50 ft Elevation Range .00 to 4.00 Discharge 15.00 cfs 4.00 3.00 2.00 1.00 0.00 0+00 Cross Section Cross Section for Irregular Channel 0+05 0+10 0+15 0+20 is\...\mri-ditches.fm2 schmueser gordon meyer inc 07/20/12 02:43:14 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 0+25 V:1� H:1 NTS Project Engineer: djc FlowMaster v7.0 [7.0005] Page 1 of 1 Project Description Worksheet Ditch Section E Flow Element Irregular Chani Method Manning's Fort Solve For Channel Depth Section Data Mannings Coefficiei 0.030 Channel Slope 0.005000 ft/ft Water Surface Elev 1.63 ft Elevation Range .00 to 4.00 Discharge 15.00 cfs 4.00 3.00 2.00 1.00 0.00 0+00 Cross Section Cross Section for Irregular Channel 0+05 0+10 0+15 0+20 is\...\mri-ditches.fm2 schmueser gordon meyer inc 07/20/12 02:47:48 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 0+25 V:1� H:1 NTS Project Engineer: djc FlowMaster v7.0 [7.0005] Page 1 of 1 Worksheet Worksheet for Irregular Channel Project Description Worksheet Ditch Section E Flow Element Irregular Chani Method Manning's Fort Solve For Discharge Input Data Channel Slope 005000 ft/ft Water Surface Elev 2.00 ft Options Current Roughness Methc rved Lotter's Method Open Channel Weighting wed Lotter's Method Closed Channel Weightinc Horton's Method Results Mannings Coeffic 0.030 Elevation Range .00 to 4.00 Discharge 26.01 cfs Flow Area 8.0 ft' Wetted Perimeter 8.94 ft Top Width 8.00 ft Actual Depth 2.00 ft Critical Elevation 1.60 ft Critical Slope 0.016391 ft/ft Velocity 3.25 ft/s Velocity Head 0.16 ft Specific Energy 2.16 ft Froude Number 0.57 Flow Type Subcritical Roughness Segments Start End Mannings Station Station Coefficient 0+00 0+22 0.030 Natural Channel Points Station Elevation (ft) (ft) 0+00 4.00 0+08 0.00 0+12 2.00 0+22 2.20 is\...\mri-ditches.fm2 schmueser gordon meyer inc 07/20/12 02:53:29 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: djc FlowMaster v7.0 [7.0005] Page 1 of 1 TANK ALERT® XT Alarm System Versatile, indoor or outdoor liquid level alarm system. This alarm system monitors liquid levels in lift pump chambers, sump pump basins, holding tanks, sewage, agricultural, and other non -potable water applications. The Tank Alerts' XT indoor/outdoor alarm can serve as a high or low level alarm depending on the float switch model used. The alarm horn sounds and the red beacon illuminates when a potentially threatening liquid level condition occurs. A "power on" light on the switch indicates power to the alarm panel. FEATURES N Enclosure meets Type 3R water -tight standard. N Automatic alarm reset, horn silence switch, and alarm test switch. ▪ Alarm horn sounds at 85 decibels at 10 feet (3 meters). N Alarm system (when installed on separate circuit) operates even if pump circuit fails. N Complete package includes standard SJE SignalMaster' control switch with 15 feet (4.57 meters) of cable (other lengths available) and mounting clamp. N UL Listed for indoor or outdoor use. CSA Certified. N Three-year limited warranty. LR54245 SI&IIALING LISTED z�ulic OPTIONS When ordered with the alarm, the system is available with: N alternate float switch models for high or low liquid level warning. N auxiliary dry normally open contacts for easy attachment of remote devices. N premounted terminal block so enclosure can also be used as a junction box for splicing pump, pump switch, and pump power. Meets NEC standard for junction boxes. N 6 foot (1.8 meter) power cord and liquid -tight connectors. Represented By DODSON ENGINEERED PRODUCTS, INC. 0033 Marand Rd. P.O. Box 248 GLENWOOD SPRINGS, COLO. 81602 (970) 945-2233 SEE BACKSIDE FORORDERING INFORMATION. SEE PRICE BOOK FOR LIST PRICE. SPECIFICATIONS VOLTAGE: 120 VAC, 50160 Hz ALARM ENCLOSURE: 6.5x4.5 x 3.0 inch (16.51 x 11.43 x 7.62 cm), indoor - outdoor, weatherproof, thermoplastic meets Type 3R water -tight standard ALARM HORN: 85 decibels at 10 feet (3 meters), meets Type 3R water -tight standard as installed by factory ALARM BEACON: UL Listed, Type 4x beacon assembly TEST/SILENCE SWITCH: certified to IP66 and IP68 standards AUXILIARYALARM CONTACTS (OPTIONAL): 120 VAC, 5 amps max., 50/60 Hz PRE-MOUNTEDTERMINALBLOCK (OPTIONAL): 20 amps, 120/230 VAC POWER CORD (OPTIONAL): 6foot (1.8 meter) cord with 120 VAC plug FLOAT SWITCH: SJE SignalMaster®control switch with mounting clamp Cable: 15 feet (457 meters), flexible 18 gauge, 2 conductor (UL) SJOW, water- resistant (CPE) Float: 2.74 inch diameter x 4.83 inch long (7 cm x 12.3 cm), high impact, corrosion resistant polypropylene housing for use in sewage and non - potable water up to 140°F (60°C) Maximum Water Depth: 30 feet (9 meters), 13 psi Electrical: 5 amps,125 VAC/250 VAC, 50/60 Hz PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE • 1-218-847-1317 1-218-847-4617 Fax email: sje@sjerhombus.com www.sJerhombus.com 79 ►.1 11:1 TANK ALERT® XT Alarm System Versatile indoor or outdoor liquid level alarm system. ORDERING INFORMATION STANDARD ALARM (120 VAC) Shipping Weight Part# Description 1009923 TAXT-01 H (120 VAC w115' SJE SignalMaster° High Level) 3.00 lbs. 1010251 TAXT- 01 L (120 VAC w/15' SJE SignalMaster® Low Level) 3.00 lbs. 1004442 TAXT-01H (120 VAC w/15' SJE Sensor Float® High Level) 3.00 lbs. 1005140 TAXT-01L (120 VAC w/15' SJE Sensor Float® Low Level) 3.00 lbs. 1005141 TAXT-01 X (120 VAC no float) 1.50 lbs. STANDARD ALARM (120 VAC) with terminal block Shipping Weight Part# Description 1012416 TAXT-01HAUXTB (120 VAC w/15' SJE SignalMaster° High Level Auxiliary Contacts TB) 3.50 lbs. 1022241 TAXT-01 HTB (120 VAC w/15' SJE SignalMaster®High Level TB) 2.00 lbs. 1005481 TAXT-01 HTB (120 VAC w/15' Sensor Floats High Level TB) 3.50 lbs. 1005835 TAXT-01 LTB (120 VAC w/15' Sensor Float° Low Level TB) 3.50 lbs. 1005836 TAXT-01XTB (120 VAC no float TB) 2.00 lbs. 1009214 TAXT-01 HAUXTB (120 VAC w/15' Sensor Float' High Level Auxiliary Contacts TB) 3.50 lbs. STANDARD ALARM (120 VAC) with options Shipping Weight Part# Description 1006850 TAXT-01HAUX (120 VAC w/15' Sensor Float® High Level &Aux Con) 3.50 lbs. 1006690 TAXT-01 HPC (120 VAC w/15' Sensor Float° High Level Power Cord) 3.50 lbs. H = High Level L = Low Level X = No Float TB = Includes Terminal Block PC = Power Cord AUX=Auxiliary Contacts MASTER CARTON holds 12 boxed units. SEE PRICE BOOK FOR LIST PRICE. SPECIFICATIONS VOLTAGE: 120 VAC, 50/60 Hz ALARM ENCLOSURE: 6.5 x 4.5 x 3 inches (16.51 x 11.43 x 7.62 cm), indoor -outdoor, weatherproof, thermoplastic, meets Type 3R water -tight standard ALARM HORN: 85 decibles at 10 feet (3 meters), meets Type 3R water -tight standard as installed by factory ALARM BEACON: UL Listed, Type 4X beacon assembly TEST/SILENCE SWITCH: certified to IP66 and IP68 standards AUXILIARY ALARM CONTACTS (OPTIONAL): 120 VAC, 5 amps max., 50/60 HZ PRE -MOUNTED TERMINAL BLOCK (OPTIONAL): 20 amps, 120/230 VAC POWER CORD: (optional) 6 foot (1.8 meters) cord with 120 VAC plug FLOAT SWITCH: SJE SignalMaste0 control switch with mounting damp CABLE: 15 feet (4.57 meters flexible 18 gauge, 2 conductor (UL) SJOW, water-resistant (CPE) FLOAT: 2.74 inch diameter x 4.83 inch long (7 cm x 12.3 cm), high impact, corrosion resistant polypropylene -housing for use in sewage and non - potable water up to 140°F (60°C) MAXIMUM WATER DEPTH: 30 feet (9 meters), 13 psi ELECTRICAL: 5 amps, 125 VAC/250 VAC, 50/60 Hz Call or fax your order! 1-888-DIAL-SJE (1-888-342-5753) / Fax 218-847-4617 80 OPTIONS CONTROL SWITCH OPTIONS The Tank Alert® XT alarm system comes standard with a 15 foot SJE SignalMaster® control switch with mounting clamp. Other float switches are available. See control switch section of the catalog. To determine the price of alarm with an alternate float, add the price of the part number with no float" to the price of the float switch. UL Listed for Water&Sewage SIGRAUVG ®1A® WED 281311 LR54245 OTHER INFORMATION Option Description AUX Auxiliary Alarm Contacts (installed) PC 6 foot power cord with two RCC8 1/2 inch liquid -tight connectors Represented By DODSON ENGINEERED PRODUCTS, INC. 0033 Marand Rd. P.O. Box 248 GLENWOOD SPRINGS, COLO. 81602 (970) 945-2233 www.sjerhombus.com sje@sjerhombus.com Cat Page PN 1016796L ®SJE-Rhombus 09110 Item # 1500T-'1 CP 1500 Gallon Top Seam One Compartment Top View Section View 132" `Meets ASTM C-1227 spec including C-1644-06 for resilient connectors • 4000 psi concrete • Delivered complete with internal piping • PVC, poly or concrete risers available • Option of pump or siphon installed 129" Inlet outlet : Laves Wldw 68" O 132' 88" Water & Wastewater illriVALLEY •• P roducts PRECAST, Inc. • Service (719) 395-8764 28005 Co. Rd 317 P.O. Box 925 Fax: (719) 395-3727 Buena Vista' 0081211 Wass: www. EmNI: frontdif$1pareetcom DODSON ENGINEERED PRODUCTS, INC. 0033 Marand Rd. P.O. Box 248 GLENWOOD SPRINGS, COLO. 81602 (970) 945-2233 WB -67 LOADING BAY EXIT TIPPING ARE4 ENTRANCE RECYCLE AREA EXIT SHOP MAINTENANCE FUTURE PUBLIC WASTE/RECYCLING DROP OFF SCALE: 1 = so' INTERNAL FACILITIES SCHEMATIC Job # 2011-414 Drawn by: BG MRI Waste Transfer/Recycling Center Date: 7-20-12 Revision: File: SitePlan.dwa 6 SCHMUESER 1 GORDON 1 MEYER ENGINEERS 13URVEYOR3 ENGINEERS SURVEYORS 118 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 8 1 601 (970) 945-1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-8727 GUNNISON, CO (970) 641-5355 J ConVault lDovegrouna Storage ianks C4CD01C+4.141 engineered sohalaons —..wJ.U.�u 1■ rr.r.■ r.wvr.■;y Core Engineered Solutions features the industry leading ConVault AST as a key component of its integrated fueling systems. The innovative design of the ConVault tank (six inches of reinforced concrete protecting both the primary and secondary containment) has earned it the reputation of being engineered for the ultimate in safety and value. ConVault tanks feature low maintenance concrete exteriors that eliminate costly problems associated with rusting steel exteriors. Each system can be shipped complete with factory installed dispensing accessories to help you mini- mize on-site expenses. From concept -to -completion, ConVault is the solution for all of your fuel storage needs. The Ultimate In Safety • Carries UL Standard 2085 Insulated/Secondary for Aboveground Storage Tanks/Protected (the highest rating available forASTs). ❑ Over 29,500 global installations without a single system failure. ❑ Primary/secondary containment, leak monitoring and spill containment are all independently tested at the factory before shipment. ❑ Seamless six-inch concrete vault design offers maximum protection against natural disasters, vehicle and projectile impact. The U ltim ate In Compliance ❑ Meets NFPA 30/3OA, UFC, BOCA, and SBCCI. ❑ Certified by CARB for Phase I and II balanced vapor recovery, including methanol/ethanol; EPA secondary containment requirements 40 CFR 112.7(c). The Ultimate In Value ❑ Low maintenance concrete exterior virtually eliminate costly problems associ- ated with rusting steel exteriors. ❑ Exterior steel fittings are powder coated to inhibit rusting. ❑ Factory installed dispensing equipment/accessories minimizes on site expenses. ConVault Aboveground Storage Tanks 1-1.7.111111 C� l'Ilgll,ccrca solutions THE ABOVEGROUND SOLUTION TO THE UNDERGROUND PROBLEM 1 . Abc The ConVault fuel storage system is not subject to underground storage tank regu- lations for petroleum based products, chemicals or hazardous wastes. Sizes range from 125 to 12,000 gallons, includ- ing dual compartment tanks. 2. Com plete Turn -Key System Over 29,500 customized, turn -key systems have been installed nationally. Tanks are delivered from one of the eight conve- nient regional manufacturing plants ready to use - no waiting. ConVault fuel storage systems are manufactured under strict quality control standards. There is no need for excavation, dikes, painting or on- site assembly. 3. Long Life Guarantee ConVault tanks come with a 20 or 30 year warranty. The steel tank is isolated from the concrete encasement to assure corro- sion protection. 4. Fire Protection ConVault's seamless, six inch, reinforced concrete enclosure provides two-hour fire protection. This has been confirmed by independent, third party testing labs such as Wamock Hersey International, Under- writers Laboratories (UL) and Underwrit- ers Laboratories of Canada (ULC). 8 5. A high performance, 30 MIL high density, polyethylene membrane encloses the primary tank to provide UL Listed (non-metallic) sec- ondary containment, protected by a six inch, reinforced concrete monolithic encasement. 6. Leak Detection Through -the -tank leak detection design as- sures that the interstice may be manually or electronically monitored. The ConVault sys- tem rests a minimum of four inches above the ground on unitized concrete support legs to allow for complete visual inspection. 7. Ther malProt ection ConVault's monolithic concrete enclosure and insulation layers provide thermal protection that minimizes temperature change for flam- mable liquids stored in excessively hot or cold environments. The system contains no heat transfer points or cold joints on the bottom or sides. Insulation minimizes vapor loss and viscosity problems due to temperature varia- tions. ConVault systems are CaliforniaAir Re- sources Board (CARB) certified for Phase I and Phase II Vapor Recovery for gasoline, ethanol and methanol. 8.Spill& OverfillProtectior. A seven gallon UL Listed containment ba- sin provides added protection against ac- cidental spills. In addition, the tank can be easily equipped with auto shut-off devices and alarms. 9. W eather Resistant Exte- rior Low maintenance finish options protect the tank from damage due to outdoor elements. Powder coating of external steel fixtures in- hibits rusting. Options include: • Natural Finish* • Epoxy Finish • STOTM Finish* * Natural and STOTM finishes are available re- gionally. Please call to see if these finishes are available in your state prior to ordering Vandal& NaturalDisaster Resistant ConVault fuel storage systems are projec- tile and vehicle impact resistant as well as engineered to withstand earthquakes, floods and other natural disasters. Accessories Everything necessary for complete code compliance can be included as part of a stan- dard turn -key package. 9 Core Engineered Solutions: 800.628.5502 rt info@core-es.com www.core-es.com ConVault Aboveground Storage Tank Dimensions ereht..T ALLCORNERSI Alit CHAMFER 3.1 I T 0YEl4 F11A, a' III.I ♦IPPI I 1'-6' %1FRt,F\a 1 VP". Ill F[ KI Mil nK1. 11FF\I S11Fl TASK 1 1 SI MAL \1WIIF.N \11,1"1F 1 T A ▪ O. L 11 !D1 1_i r 1 ',III I I IMI ♦I11A11'6 FNB III 'a+, +• 111/1 ,iY\'11,FII11111I 77 10..411 \II \I III% n.%1 .IP.II 1t11nInIT1l", .1F1.1 111K 51_1'11 -/ 11PN I — co A Capacity A 13 1) F Approx. Weight 125 4'1-1/8" 4'1-1/8" 3'10" 6" 6" 4'4" 7,300 250 7'8" 3'9" 3'3" 6" 4" 3'9" 8,000 500 11'0" 4'6" 3'4" 6" 4" 3'10" 12,000 1,000 11'0" 5'8" 4'4" 6" 4" 4'10" 18,000 2,000 11'3" 8'0" 5'6" 6" 6" 6" 30,000 3,000 11'3" 8'0" 7'3" 6" 6" 7'9-1/2" 36,000 4,000 17'7-1/2" 8'0-1/2" 6'5-3/4" 6" 6" 6'11-3/4" 48,000 6,000 17'7-1/2" 8'0-1/2" 8'9-3/4" Note 2 6" 9'3-3/4" 60,000 8,000 23'1-1/2" 8'0-1/2" 8'9-3/4" Note2 6" 9'3-3/4" 72,000 10,000 28'7-1/2" 8'0-1/2" 8'9-3/4" Note 2 6" 9'3-3/4" 87,000 12,000 34'1-1/2" 8'0-1/2" 8'9-3/4" Note 2 6" 9'3-3/4" 101,000 Notes: I. 8,000 to 12,000 gallon tanks have a center leg which is 3/4" shorter than outside legs. 1 For 6,000 to 12,000 gallon tanks, leg width varies slightly by manufacturing plant Core Engineered Solutions: 800.628.5502 info@core-es.com www.core-es.com LIOHTWEIOMT OOULE WALL !,S T E E L TANK INSTITUTE THE FIREGUARD° DOUBLE-WALL FIRE -PROTECTED ABOVEGROUND STORAGE TANK FEATURES AN INNER STEEL TANK WITH A UNIQUE LIGHTWEIGHT THERMAL INSULATION MATERIAL THAT ALLOWED FIREGUARD TO EXCEED THE UL 2 -HOUR FIRE TEST. AN EXTERIOR STEEL WALL PROVIDES SUPERIOR WEATHERABILITY AND LOW-COST MAINTENANCE. • UL 2085 Listed as both a "Protected" and "Fire -Resistant" tank • Insulates product in tank from ambient temperature variations and thus reduces emissions • Insulating material is 75% lighter than concrete, reducing shipping, installation and relocations costs • Primary and secondary tank can be tightness tested on site with standard testing procedures • Steel outer wall provides low cost maintenance and protection from weathering • Interstitial space can be monitored for leak detection • Support designs available for all seismic zones Double -Wall Steel Design Provides Structural Strength And Protection Against Weathering UL Approved Steel Secondary Tank UL Approved Steel Primary Tank II 1 Lightweight Thermal Insulation Unique Thermal Insulating Material is 75% Lighter Than Concrete • Horizontal, vertical and rectangular designs available • Steel is the green choice - it is capable of being recycled after tank closure • Low cost compartments and customization • Capacities range up to 50,000 gallons • Built to nationally -recognized STI standards with strict third -party quality control inspection program • Available from a large network of STI licensed manufacturers The Fireguard° is available from an extensive group of STI fabricators who participate in the Steel Tank Institute's Quality Assurance Program. Under the program, independent quality control inspectors make unannounced visits to STI members, ensuring fabrication to the highest possible standards. a Fireguard' Double -Wall Fire -Protected Aboveground Steel Storage Tanks Inner Tan Outer Tank Lightweight Thermal Insulation Optional Manway 41) L Monitor Pipe End View • Steel Tank Institute Fireguard® and UL Labeled • Lightweight thermal insulation for fire protection • Variety of UL approved supports available • Compatible with a wide range of fuels and chemicals • Capacities range up to 50,000 gallons • Easily relocated Fireguard® Guideline Specification A) General 1. Provide Fireguard° double-wall Fire -Protected lightweight steel aboveground storage tanks. B) Labeling 1. Tanks shall bear the Steel Tank Institute Fireguard® identification label. 2. Tanks shall bear Underwriters Laboratories UL 2085 label for Protected Tanks. C) Product Description 1. Tanks shall be manufactured in accordance with Steel Tank Institute, Standard for Fireguard® Thermally Insulated Aboveground Storage Tanks. 2. Tanks shall meet the requirements for "protected" tank as defined by the IFC and NFPA 30. 3. Tanks shall consist of an inner steel wall and an outer steel wall separated by at least 3 inches of insulation. 4. A lightweight monolithic thermal insulation material shall be placed in the tank's interstitial space by the manufacturer. The thermal insulating material shall allow liquid to migrate through the interstice to the monitoring point, shall not be exposed to weathering and shall be protected by the steel secondary containment outer wall. 5. Integral secondary containment shall be testable and provide access for interstitial leak detection monitoring. 6. UL listed supports shall be used for all horizontal, rectangular and vertical tank(s). 7. Primary tank to have vent and emergency vent. Secondary tank to have emergency vent. D) Manufacturer 1. Manufacturer shall be a licensed member company of the Steel Tank Institute and subject to Steel Tank Institute's Quality Assurance program. Use the STI Technology Guide online for your next Fireguard specification! 111 Tank � � I Institute r Steel pair All you need in tanks! A division of STI / SPFA 570 Oakwood Road Lake Zurich, IL 60047 Ph 847.438.8265 Fx 847.438.8766 Web www.steeltank.com 6/06 -5M -Item #130-50-0001 HAZARDOUS WASTE CONTINGENCY PLAN WHAT TO DO IF HAZARDOUS WASTE IS BROUGH INTO THE TRANSFER STATION: 1)ISOLATE THE WASTE 2)CALL LOCAL FIRE DEPARTMENT 970-963-2491 OR 911 3)NOTIFY MANAGER ON DUTY AS WELL AS THE FOLLOWING: HERMAN AARDSMA(DIRECTOR OF OPERATIONS) 970-309-1101 RICH HOWELL(DIRECTOR OF SAFETY AND COMPLIANCE) 970-319-8193 4)KEEP EVERYONE AWAY FROM HAZARDOUS WASTE 5)DIVERT INCOMING TRUCKS DIRECTLY TO NEAREST LANDFILL *NEW EMLOYEES WILL RECEIVE A COMPREHENSIVE OVERVIEW OF ALL ASPECST OF TRANSFER STATION OPERATIONS FOCUSING ON INFORMATION THAT IS NECESSARY TO PROTECT THE HEALTH AND WELFARE OF THE NEW EMPLOYEE AND ENABLE THEM TO PERFORM THEIR DUTIES IN ACCORDANCE WITH OPERATIONAL STANDARDS OF GARFIELD COUNTY AND THE STATE OF COLORADO MUNICPAL WASTE REGULATIONS. TRAINING SESSIONS WILL INCLUDE THE FOLLOWING: 1)GENERAL SAFETY 2)FIRE PROTECTION, PREVENTION, EVACUATION 3)EMERGENCY RESPONSE 4)LITTER CONTROL 5)PROHIBITED WASTE MANAGEMENT 6)RANDOM INSPECTION PROCEDURES 7)EQUIPMENT MAINTENANCE AND SAFE OPERATION OF EQUIPMENT