CD ~oPfba:: Aspen John Keleher Joe Zanin - - Consolidated Sanitation District President Stoney Davis Vice President Roy Holloway - Jeff Yusem Secretary/Treasurer Bruce March 2, 2016 Matherly - - - Member Member Manager Received Colorado Department of Public Health and Environment Quality Control Division (WQCD) 4300 Cherry Creek Drive South Denver, CO 80246-1530 Water MAR 072016 Water Qualittl .., Control Re: Letter ofIntent to Use Reclaimed Water and User Plan to Dear Comply WQCD Staff, The City of Aspen (COA)and Aspen Consolidated Sanitation District (ACSD)would like to investigate the possibility of using reclaimed wastewater produced by the ACSD to irrigate the landscape associated with the COA Municipal Golf Course. The COA municipal course covers approximately 109 acres. The landscape to be irrigated is turf grass. There are no public domestic wells or public water supply syst~ms on or near the golf course. The COA would be the reclaimed water "user". The ACSD operates an advanced wastewater treatment facility that incorporates biological nutrient removal. The final treatment process is a five micron filter followed by ultraviolet disinfection. The ACSD point of compliance is indentified in the NPDES permit as following prior to mixing with the Roaring Fork River. From that point the treatment process flow can be directed to the Roaring Fork River or indirectly to the Roaring Fork River via the adjacent pond. ACSD is not requesting a change in the point of compliance. The ACSD would be the reclaimed water "treater". The ACSD consistently produces a "category 2" reclaimed disinfection water. The COA has asked that the ACSD provide reclaimed water to the COA municipal golf course for the associated environmental advantages. The small amount of nutrients in the reclaimed water would benefit the turf grass at the golf course. The reclaimed water supplied would offset the water that would otherwise be taken from irrigation side stream~ from the Roaring Fork River. The stream have Roaring Fork River would benefit most during the peak irrigation season when the irrigation diversions can be highest. The water law issues flows are typically low and being studied and appear to be favorable. The COA would divert flow following the ACSD facility. An "point of compliance" to the pond at the overall site plan is included. The COA would pump reclaimed water from the pond to the COA Municipal Golf Course approximately three miles away. The reclaimed treatment 565 North Mill Street Aspen, Colorado 81611 970.925.3601 FAX 970.925.2537 918Z/~1/P8 uo 8Z:~5:~1 peuu~~s reclaimed water would be stored in a lined pond on the Golf Course that would serve as the for the Golf Course supply irrigation system. The piping between the ACSD facility and COA pond has been installed over time as development between the two locations has occurred. The pond at the Golf Course is stocked with trout as is the pond at the treatment facility. water Reclaimed water would be chlorinated as it is pumped from the Golf Course storage pond prior irrigation of the Golf Course. The point of compliance for the "user"would be at the furthest point in the Golf Course irrigation distribution system. Irrigation would be by impact head sprinkler and irrigation would occur at night when public contract can be controlled. ACSD would provide on-going technical and laboratory assistance to the COA. The COA has installed a purple reuse irrigation system and will post all of the required notifications. A public education would be initiated and would be program on-going. to Our Letter of Intent, User Plan to Comply and supporting inforination is enclosed for your review. Steve Aitken, the Director of Golf for the COA and I are working together on this proposal. The District is interested in pursuing reuse of our reclaimed wastewater if it is economically viable and practical. The COA suggested reuse as a way to directly benefit from the millions of gallons of irrigation water that would be conserved. The COA Municipal Golf Course has been a certified Audubon Sanctuary Course since 1999. Sincerely, ~~ Bruce ~~rro Matherly District Manager ~ Steve ~ Aitken, Director of Golf City of Aspen 918Z/~1/P8 uo lZ:~5:~1 peuu~~s \ Fiecei~’ d M:4R W, ater LETTER OF INTENT QUali tyControl TO TREAT AND SUPPLY RECLAIMED WATER FOR USES APPROVED IN THE RECLAIMED WATER CONTROL REGULATION, REGULATION NO. 84 (5 CCR 1002-84)(effective as of November Colorado Department of Public Health and Quality Control Division (WQCD) 4300 Cherry Creek Drive South 072018 30,2005) Environment Water Denver, CO 80246-1530 I. TREATER INFORMATION (The Treater is the legal entity that treats and supplies reclaimed water.) (a) Name ...:\ and Address of Treater: ..J . -r..A A~?Cr-J, <...- 11) A: -rE:’"V ~i C v Contact Person Telephone S’I. <...- L- :U:::;0 c.",J s ~ S th~ I -l A D r--l :0 q---r=- (", I 7-u. c~ (V’A.-r~ ~7-L-1.E-mail Address No. (b) Name an9 Address of Reclaimed Water Treatment Facility: * S C 7-J (<...~ c N-r~;.L ’1-.0 kv 1[.rJ CON!~ k’Ct::"j) fA.-J ~4~00AI f(({1 Contact Person "bR u.. eS’ M A.. -r-~ 61L.\ j) 1)is,, A.f7(3.rJ, (..’9 c.y Telephone No. qlO Q,:L)---3<"’v( , 3o.t=E-maiIAddress o...c..S-JM)’ (! fV-.k( (. <:’o.’\.../’-J (c) Identify the types of uses the Treater intends for reclaimed water (check all that apply): M Landscape irrigation. 0.... Fire protection. D Commercial D Industrial D Other. List other uses. uses. List types of commercial List types of industrial uses uses uses Page 1 918Z/~1/P8 uo ZZ:~5:~1 peuu~~s , II. COMPLIANCE WITH RECLAIMED WATER STANDARDS The following information is to demonstrate the Treater’s required treatment standards for reclaimed water (a) The facility treats or will provided in ability to comply with the section 84.7 of Regulation No. 84: treat reclaimed water to meet the following water quality standards (check one): D 1 Standards: Reclaimed water standards for Category limited access to areas where such water is where there is controlled and uses used. The reclaimed water must receive, treatment with disinfection, and must meet the following water being at a minimum, secondary quality standards: E. coli (126/100 ml monthly geometric mean and 235/100 ml single sample maximum in any calendar month), and TSS (30/mg/L as a daily maximum) [Section 84.7(A)]. ~ Category 2 Standards: Reclaimed water for where such water is being used must uses where there is uncontrolled receive, at access to areas minimum, secondary treatment with a filtration and disinfection, and must meet the following water quality standards: E.coli (126/100 ml monthly geometric mean and 235/100 ml single sample maximum in any calendar and month), exceed 5 NTU in Turbidity (not to exceed 3 NTU than 5% of the individual more as a analytical monthly average and not to results during any calendar month) [Section 84.7(8)]. D Category 3 Standards: Reclaimed water for where such water is being used must uses where there is uncontrolled receive, at access to areas minimum, secondary treatment with a filtration and disinfection, and must meet the following water quality standards: E.coli (None detected in at least 75% of samples in a calendar month and 126/100 ml single sample maximum), and Turbidity (not to NTU in more exceed 3 NTU than 5% of the individual analytical as a monthly during results average and not to exceed 5 any calendar month) [Section 84.7(C)]. (b) Describe the treatment processes the facility uses or will use to treat reclaimed comply with Category 1, Category 2, or Category 3 standards. L-:)L...} Nf> At: N\(’(~,^,J(c.. t:"s L-~ (,,1- t ..-~ eM 0 J A L I L-O c.-J ’"b A. S ,,J J .1rt Z~ f<(;G J,.J on ;)- L-C(’l f\.7i 0 to {rtk,J 0kl- A--4f~ (c) Attach the Z8.5" x G.O u- I J 7.)q’o I c0 t:. c. 0 L- .f LC Co u.’iLSE:’ following A L- c<- ? ?i.) It\! -r I VI E 1-- s.. FE: G ~(Q,.j ( .,JCf.) ($A~ SC l"Z.- ~ -ll O"J c., L^ 7-\ ~’:-( I F’I L-(’" -’-1 "^ P"o v..7-C SG iO .i:~~.s A. E: jL\ -r-( 0J N e:: vE c- u.. E’,N’T C Cr c. ~e: c. OM? L (1~ c..’::: ~ A-r7 1.-1 c A\j orJ 0 water to u7--’=( t-..\’ CL documents: 11" or 11" x 17" schematic of the treatment process showing the location of the proposed point(s) Category 1, Category 2, or Category 3 standards, and, if different, the point of compliance of compliance with for demonstration that the treatment, disinfection, etc. r-o ~ Available (. l.- facility provides for the minimum required treatment processes, e.g., secondary yf>.: elL.. l\~ (’A Cc:..-.--S C. k~.’~ ~.\NT)k’l-i) 0 (.-J I ,.j analytical can/will be met at the 6 u. J. evidence oint s ’(7) (r (..J f~~__ (0 N Category 1, Category 2, or Category 3 standards liance. In lieu of this evidence, roof that a Colorado Dischar e Permit , demonstrating of com that Page 2 918Z/~1/P8 uo ~Z:~5:~1 peuu~~s \ System permit for land application has, or will be, issued pursuant to Regulation No. 61. If applicable, for landscape irrigation uses, also provide waste load allocations or limits as contained in a Total Maximum Daily Load (TMDL)or control regulation governing the watershed within which the irrigation occurs. o approval under Regulation No. 22 of the facility’s site application, plans and a site application, plans and specifications to the rJ rJ C H-krJ 0 rDivision for review under Regulation No. 22. Proof of the Division’s specifications, ~ For each Regulation or evidence that the treater has submitted User, a "User Plan to Comply" meeting the requirements of Sections 84.9 and 84.10 of No. 84. III. REUSE MANAGEMENT PLAN. (a) Describe the facility’s treatment, storage, transmission and distribution systems for reclaimed water. -rt-l~ fA:-L\ !..-IT:( ~C TWV\~/.J~ S~~ -(CI\- ~s 7JZfL1-lb~D ON IttC ?fl E:. J [()(...( f ’7A (;. C # ’I r.. c:; L k I ItA.. C:-"D L F L LA.. rJ -r t...J I L (.. b.c { C HAt (,t: JtJ 1) 0tJ S I -r’:: -ri "" P"’oJ No.- ~H-t. 1o,..J u R c: ? (..J ~-n:::z... t.J (L (, s 7(A.(V..’Pc v ~ OL E Co t.L7- s c:~ ’-’-tj C. 1... c:- L- LJ.;. ,"’-’\.:C-o -r’5 A H~ c.. u I,.J (7 Nr-J]) QrJ "-H ’ v . vJ A.-r-E:"2- vJ (L- (... b c:: C H (,J L () "- -r C "V ’]I R I \)7t- ’ -::c-’1..’1- (C A..: --0o..-J . (b) Describe the Treater’s program to inform and educate Users on the requirements of Regulation No. 84. -rt+"C S’lE:cl CON,fOL (VA--rCp Sf\..J (~~lvrJ ()IST/L(C--Z- I-(-- f WJ7-- t<.. S-0 Q A y f\ 5 17 L- <- (c) A N v ,..J vl to f\) l- (’0~C7:) .J A:,..j l.;.4-~t 0tJ u (J ~I c(" Title: U {J’"’17- { c... c:;- M A ,--J A; ’" Z?gner 13/1.. u l1.- ~ ’M A ~H- ’-z. Date: 3 Id-( {(;, f.-A.J’70J\~<.-(- ’:I Name of Treater A ) P~ nt Name ~fS SIgnature: ~ <--y (2) r I Page 4 918Z/~1/P8 uo 9Z:~5:~1 peuu~~s /. , / I’ Aspen Consolidated Sanitation District Wastewater Treatment INF 2014 INF INF EFF EFF EFF EFF EFF EFF EFF EFF Facility EFF INF PWS EFF INF INF EFF EFF 7 E A P M M 0 D F B A L B S T 0 S S p 0 C C H W L 2 2 A T T B Y D D 0 S & 0 3 B S C H D L D 0 0 D E N S 0 S 0 L S G I S D S D A V E 1-Sep 2-Sep 3-Sep 4-Sep 5-Sep 6-Sep 7-Sep 8-Sep 9-Sep 10-Sep 11-Sep 12-Sep 13-Sep 14-Sep 15-Sep 16-Sep 17-Sep 18-Sep 19-5ep 20-Sep 1.46 7.2 1.36 7.3 4.7 <10 1.56 0.9 4.5 250 <10 1.53 1.25 340 254 7.3 3 1 0.8 4.5 300 <10 1.48 340 254 3 1 1.21 338 222 7.2 3 6 1.2 4.4 380 <10 1.42 338 222 3 6 1.14 308 344 7.2 3 1 308 344 3 1 273 200 2 6 240 234 2 1 240 226 3 1 1.23 7.2 4.2 <10 1.36 5.0 <10 1.32 1.34 7.3 5.0 <10 1.28 1.40 7.2 4.7 <10 1.28 1.18 7.3 0.7 4.2 106 <10 1.25 1.24 273 200 7.2 2 6 0.9 4.4 190 <10 1.25 1.15 240 234 7.3 3 1 1.6 4.5 110<10 1.24 1.15 240 226 7.2 3 1 4.2 <10 1.24 <10 1.24 1.21 1.25 7.2 4.2 1.13 7.3 4.8 <10 1.07 7.3 5.1 <10 1.17 1.10 7.3 1.3 5.1 115 <10 1.16 239 555 0.89 303 258 7.3 5 6 1.7 4.7 30 <10 1 .11 303 258 5 6 1.07 275 260 7.3 4 4 1.7 5.6 56 <10 1.09 275 260 4 4 1.11 278 244 7.3 9 8 4.7 <10 1.09 278 244 9 8 5.2 <10 1.08 1.08 1.17 7.3 21-Sep 1.16 7.2 5.1 <10 22-Sep 23-Sep 24-Sep 25-Sep 26-Sep 1.11 7.2 4.6 <10 1.09 1.16 7.2 4.6 190 <10 1.10 2.4 1.12 280 280 7.4 5 1 1.1 5.0 120 <10 1.13 280 280 5 1 1.21 268 240 7.2 6 3 2.3 4.6 107 <10 1.15 268 240 6 3 1.25 258 272 7.3 13 7 4.6 <10 1.17 258 272 13 7 7.3 5.3 <10 1.17 7.3 4.9 <10 1.18 5.3 <10 1.18 1.21 27-Sep 1.17 28-Sep 1.15 29-Sep "--38;$ep~4 7.3 7.2 1.3 4-.-4-----B9-<-1-0--:-t9 - MIN 0.89 240 200 #### 7.2 2 1 0.7 4.2 30 <10 108 240 200 2 1 MAX 1.46 340 344 #### 7.4 13 8 2.4 5.6 380 <10 1.56 340 344 13 8 AVE 1.19 283 253 #### 7.3 5 4 1.4 4.7 156 <10 1.23 283 253 5 4 TOTAL I 35.681 PERCENT REMOVAL [][[] GEOMETRIC MEAN MAXIMUM 7-DAY GEOMETRIC MEAN Prepared by: 8 305 Dave Farrell Verified by: Nathan Nelson NPDES REPORT PREPARATION SPREADSHEET FILE COpy 918Z/~1/P8 uo 8Z:~5:~1 peuu~~s / I " Aspen Consolidated Sanitation District t ! Wastewater Treatment INF 2014 INF INF EFF EFF EFF EFF EFF EFF EFF Facility EFF EFF INF PWS EFF INF INF EFF EFF 7 E A P M M 0 D F A L B B S T 0 E W S C C L L 2 2 N S P 0 T T B Y D D 0 S S D B S S C H H A 0 0 D D & 0 D S 0 3 S 0 L G I S D A V E i-Oct 1.03 280 322 7.3 3 1 1.1 4.8 41 <10 1.16 280 322 3 2-0ct 1.12 235 202 7.2 4 1 2.5 4.9 240 <10 1.15 235 202 4 1 3-0ct 1.01 198 250 7.3 9 10 4.5 <10 1.11 198 250 9 10 1.09 4-0ct 1.06 7.2 4.7 <10 5-0ct 1.08 7.3 5.3 <10 1.08 6-0ct 1.03 7.3 4.9 <10 1.06 7-0ct 0.99 0.7 4.9 16 <10 1.05 7.3 8-Oct 0.96 288 366 9-0ct 0.96 333 252 7.4 4 2 i0-0ct 0.98 270 232 7.3 4 1 ii-Oct 1.00 7.2 12-0ct 0.96 7.3 5.1 <10 0.98 13-0ct 0.97 7.3 49 <10 0.97 1 7.3 5 12 2.7 4.9 55 <10 1.04 627 288 366 5 12 1.3 5.0 30 <10 1.01 333 252 4 2 4.7 <10 1.01 270 232 4 1 4.8 <10 1.00 14-0ct 0.98 1.4 4.7 5 <10 0.97 i5-0ct 0.91 333 296 7.3 7.4 5 6 2.7 4.7 16 <10 0.97 333 296 5 6 i6-0ct 0.86 305 426 7.2 4 4" 0.8 4.7 15 <10 0.95 305 426 4 4 17-0ct 0.86 265 312 7.2 7 5 4.5 <10 0.93 265 312 7 5 4.1 <10 0.92 0.91 225 164 4 1 i8-0ct 0.91 7.2 19-0ct 0.91 7.3 5.6 <10 20-0ct 0.88 7.3 5.0 <10 0.90 21-0ct 0.84 7.2 1.4 4.6 16 <10 0.88 22-0ct 0.85 1 1.3 5.1 4 <10 0.87 0.7 225 164 7.3 4 23-0ct 0.93 193 266 7.3 3 1 24-0ct 0.79 240 242 7.2 3 1 25-0ct 0.83 7.3 4.9 6 <10 0.88 193 266 3 1 4.7 <10 0.87 240 242 3 1 5.1 <10 0.86 0.85 285 338 6 1 0.82 295 231 3 5 0.83 235 290 3 6 26-0ct 0.81 7.3 5.3 <10 27-0ct 0.79 7.3 5.0 <10 0.83 28-0ct 0.82 7.2 4.8 44 <10 0.83 0.83 1.3 29-0ct 0.83 285 338 7.3 6 30-0ct 0.85 295 312 7.2 3 31-0ct 0.88 235 290 7.1 3 1 1.5 5.1 O <10 5 0.7 4.7 170 <10 6 <10 4.7 346 MIN 0.79 193 3 1 0.7 4.1 4 <10 0.82 193 164 3 1 MAX 1.12 333 426 t##f. ##If. 7.4 9 12 2.7 5.6 240 <10 1.16 333 426 9 12 265 285 t##f. ##If. 7.3 4 4 : 1.4 4.9 59 <10 0.96 265 279 4 4 AVE TOTAL 0.93 I 28.68 I 164 t##f. ##If. 7.1 PERCENT REMOVAL ~ ! GEOMETRIC MEAN , MAXIMUM 7-DAY GEOMETRIC Prepared by: Dave Farrell’ MEAN ! 108 FILE COpy’ ! Verified by: Nathan Nelson i i NPDES REPORT PREPARATION SPREADSHEET 918Z/~1/P8 uo 6Z:~5:~1 peuu~~s . ~. Aspen Consolidated Sanitation District Wastewater Treatment Facility’ ,I INF INF 2014 INF EFF EFF EFF EFF EFF EFF EFF EFF EFF PWS EFF INF INF EFF INF EFF 7 E A P M M 0 D F A S L p 0 T 0 E W S C C L L 2 2 T T B B S D S C H 0 H & D y. D S 0 3 G L S 0 0 S S 0 S D D D A N B B S D D A V I E 1-Nov 1.00 7.2 5.3 <10 1.13 2-Nov 0.82 7.3 5.3 <10 1.09 4.4 <10 1.04 3.2 4.5 23 <10 1.02 3 1.1 4.9 10 <10 1.03 315 190 4 3 4 5 0.5 4.5 28 <10 1.10 263 220 4 5 4 1 263 198 4 1 1 3-Nov 0.82 7.1 4-Nov 1.08 7.2 5-Nov 1.18 315 190 7.2 4 6-Nov 1.68 263 220 7.3 7-Nov 1.70 263 7.0 198 8-Nov 0.82 7.2 9-Nov 0.79 7.2 10-Nov 0.80 7.2 11-Nov 0.86 7.2 12-Nov 0.84 13-Nov 0.86 228 7.2 180 <10 118 5.6 <10 1.16 4.8 <10 1.15 4.8 <10 1.15 1.0 4.7 73 <10 1.12 1.1 4.9 110 <10 1.07 228 180 4 0.95 163 146 7 1 0.84 243 334 5 1 233 238 5 1 1.9 1 7 7.3 163 146 1 4 4.1 4.9 121 <10 14-Nov 0.88 4.7 <10 15-Nov 0.84 7.2 5.2 <10 0.84 16-Nov 0.83 7.2 5.0 <10 0.84 7.3 243 334 17-Nov 0.81 7.2 18-Nov 0.85 7.2 19-Nov 0.87 233 238 1 5 5.0 <10 0.85 1.9 4.6 99 <10 0.84 4.5 320 <10 0.85 7.2 5 1 1.4 2.6 5.1 61 <10 0.85 308 976 6 6 4.6 <10 0.85 295 226 4 1 5.4 <10 0.85 7.2 5.4 <10 0.85 0.85 7.3 5.6 <10 0.86 0.89 7.3 1.1 5.3 34 <10 0.86 1 .1 5.8 26 <10 0.87 253 218 4 1 358 5 5 284. 5 1 20-Nov 0.88 308 976 7.2 6 6 21-Nov 0.85 295 226 7.2 4 1 22-Nov 0.85 23-Nov 0.84 24-Nov 25-Nov 26-Nov 0.91 7.3 7.3 253 218 1 4 27-Nov 0.95 303 358 7.3 5 5 28-Nov 0.98 300 284 7.2 5 1 29-Nov 1.03 30-Nov 1.05- MIN 627 - 5.5 20 <10 0.88 303 5.6 <10 0.90 300 7.3 5.8 <10 0.92 7.2 5.3 -<10 0.95 163 146 ### ### 7.0 0.79 1.7 4 1 0.5 338 4.1 10 <10 . - 0.84 163 146 4 1 976 7 6 297 5 2 MAX 1.70 315 976 ### ### 7.3 7 6 3.2 5.8 320 <10 1.18 315 AVE 0.95 264 297 ### ### 7.2 5 2 1.6 5.0 77 <10 0.96 264 TOTAL I 28.41 I PERCENT REMOVAL ~ ~ ,. ’. 1 GEOMETRIC MEAN MAXIMUM 7-DAY GEOMETRIC MEAN ; ....., Ei - 157 ~-. Prepared by: Dave Farrell Verified by: Nathan Nelson ...... .1i . c:::-:. :o.d;N NPDES REPORT PREPARATION SPREADSHEET ... . 918Z/~1/’P8 ,.~ .: uo 8~:1.5.:.C’ ..- -..;- ~:::~. ~’~i.~t,. . .. . Aspen Consolidated Sanitation District Wastewater Treatment Facility ?l-Dec 1.001 1 1 7.2? . 1 5.4: 1<10 0.98 2-Dec 0.97 1 1 I 7.2; 1 40; 4.95 150.<10 0.97 .- 2 3?Dec1 0.97 198 1501 - 7.2E 81 11 3.2: 4.8; 133g<10 0.98 1 1198; 1501 8; 1 4-Dec 0.98 245 1981 I 7.1; 61 41 4.8! 1151<10 1 0.97 i {2451 198% 85 4 5-Dec 0.98; 31011821 1 1 7.11 8% 1g 1 4.81 1<10 1 0.98 13101 182! 61' 1 6-069 1-031 i 7.01 3 i 5.0? 0.98 1 5 1 7-Dec 0.971 1 2 1 7.2 5.11 1<10 0.98 .1 1 8-Dec' 0.92 1 1 1 7.11 531 0.97 9?Dec 0.97 5 1 7.2 1 1.31 5.0; 871<10 0.97 1 1 10-Dec 0.98 180 3781 1 7.2 4 1: 1.51 4.71 25'<10 0.97 i' 56111801 3781 4 1 11-Dec 1.02 288 7441 7.21 4 81 1.0; 52 45 <10 0.98 1 12881 7441 41 8 12-Dec 1.04, 303 2281 7.21 8 7: 4.81 <10 0.99 1 13031 2281 81 7 13-Dec 1.071 7.11 4.01 1<10 1.00 . 1 1 1 14-Dec 1.051 715 5.1 1<10 1.01 . 1 1 1 15-Dec 1.10: 7.2; 50? g<1o 103 i 1 1 5; 18-Dec 1.11' 1 711 1 0.85 4.4' 891<10 1.05 1 1 17-Dec 1.12 348 4021 7.21 31 3: 1.0 4.8 341<10 1.07 1348 402 3 3 18-Dec 1.131385 3241 7.25 4 81 0.91 4.4 5?<10 1.09 1 1 53851 324 4 8 19-Dec 1.17 24512221 7.1; 4 11 4.3; ;<10 1.11 2451 222?- 4 1 20-Deo 1.23 1 ?1 7.21 1 4.21 1<10 1.13 21-Dec 1.30 7.21 4.9; 1<10 1 1.17 22-Dec 1.381 1 1 7.21 5 3.0. 5.11 1<10 1.20 1 23-Dec 1.48; 320 272 1 1 7.3: 4; 1: 3.51 5.0: 1301<10 3 1.25 448- i320 2721 4 1 24-Dec 1581353 3421 7.2; 71 1! 3.41 4.31 2101<10 1.32 1 3531 3421 71 1 25-Dec 1.801 1 1 i 7.21 1 1801<10 1.38 1 . 1 1 1 26-Dec 1.511388 388 1 1 7.21 10? 1! 1 4.91 1<10 '1 1.43 1 13881 3881 10 1 27-Dec1 1.88 1 7.2' 5.41 1<10 1.49 . 28-Deci 1.89 - 7.21 5.31 1<10 1.55 1 1 29-Dec1 1.73. 1 7.21 . 5.1: 1<10 1.80 1 1 30?Deci 1.811 7.2; 1 89 4.71 14701<10 1.85 i 5 31-Deci 1.841 34312941 7.21 8: 48 481 8205<10 1.89 1 g343j 2941 0.92 180:15011485141411 7.0; 3 1 1 30814.0 <10. 0.97 118011501 3 1 1 MAX 1 1.84 388 744 ?1511411119114 101 8 6.9? 5.51 1470 <10= 1.89 136817441 10 8 AVE 124 2971317191911191911 72 8 3 2.7491 232 i<10 1.18 1297317. 8 3 TOTAL 38 33 PERCENT REMOVAL MEAN 99 1 i 1 7- DAY GEOMETRIC MEAN1 547 Prepared by: Dave Farrell1 1 '5 1 1 Veri?ed by: Nathan Nelson 1 1 '1 NPDES REPORT PREPARATION SPREADSHEET 1101 1111 EIEZHEIHFEI 11113 1:315:21: Ad03 31L~ Consolidated Sanitation District Wastewater Treatment Facility EFF EFF EFF EFF EFF EFF_ EFF INF EFF EFF INF INF 2015 Aspen PWS EFF INF MGD INF EFF EFF INF 7 E o F A L A P M M o B 5 P H o T C 5 o C E 5 W L L 2 2 T T B B & C H o 5 o o Y o 0 5 5 o 3 5 5 o o o D A N B L 5 5 o G o D A V I E 1-Jan I 1.92 408i 730 2-Jani 1.76 3:Jan! 4-Janl 5-Jan: 6-Jan: 465: 268 I 1.73 : 1.59 1.46 1.421 l 1 O-Jan i 11-Janl 1.281 12-Jan! 1.26 13-Jan i 1.32 14-Jani 15-Jan i 1.281 310! 306: 16-Jan! 1.28: 17-Jan: 1.31 i 18-Jan: 1.321 8-Janl 9-Jan; 7 1 4.6 7.2 6 11 5.1’ 7.1i 138 <10 1.77 1.78 I 1.77 I 5.3;<10 7.21 7.21 i : 7.2: i 7.2! ;<10 1.2 5.0: 3200:<10 4. 3: 0.9 4.91 2500:<10 4 3; 0.8 11! ’ ; ’5.41 I ! . 2321 303 i 1.61 1.52 , 1.46 32:<10 1.40 18:<10 1.36 5.4! :<10 1.33 4.7! 83:<10 1.32 i j 7.2:~_.~~_~.7i 70~<10 1.31 I 649! 310 ! ! ! 7.3; i ! 7.3; i I ; 1.0 4 I 3 340, 294! 4 313; 262: 11 5.2’ 7.2 : I 1.73 1.67 4.8j<10 4.4! 1100;<10 1: 1 .1 <10 4.9: I 7 6 5.2~ 7.1 i 7.2; 7301 465! 268! 408 I 4.9 7.1 i i 1.74 <10 , 1.361 303 232 1.35i 3401294 1.321 3131262 i 1.331 7-Janl : 7.2 3 1 I ! ; I ’ 19-Jani 1.30! 305 1.33; 373i 308! 280: ; i : 20-Jani 1.301 21-Janl 1.23i 320i 22-Jan! 23-Jani 1.21! 323\ 298: 1.261 368! 300i 3181 24-Jan: 1.401 i 25-Janl 1.471 ! 26-Jan! 1.35 27-Jani : 1.26! 1.201 315, 246i 1.18i 283: 240i 1.201 338’ 270; 1.26! ; 28-Jan; 29-Jan! 30-Jan: 31-Jan; : : 1 I 4~9<10 1.30 4.91 1<10 1.29 5.2i :<10 1.29 5.8’ :<10 1.30 4.51 O.9~ 5.2~ :<10 1.31 14j<10 5[<10 1.30 15’<10 1.28 i 7.21 3: 7’ 0.8 ! 7.2! 3: 1: ’7.2 ; : I : 7.3: ! I i 7.2i ! I : 7.21 ! 7.1: 1 3! 7.2: 1: 2i 7.1: 2 4! 6\ ! 7.2: ! 7.21! ,7.3i ! i 7.2;. 3i 7.2: 7.1: 4: i 7.2: , ! 7.2: 31 7 4 : 305 i 3 ! 373 3 f 318! 3 : 1 I 323! 2981 4 I 2 368! 300 I 6 i 2 i 3081 i 2801 : 7 1 , 0.6i 4.7, 0.6! 4.7: 4.9: <10 5.3~ : 6.0, 1.6: 5.6/ 4: 0.8: 5.2: I I 320 1.30 i 1.29’ i : <10 1.31 I .<10 1.32 . , 23:<10 1.31 50:<10 1.31 1; 0.8: 5.4’ 73!<10 1.30 ’5.2i ’<10 1.29 5.7; ;<10 1.27 . I 1.28 5.4:<10 I l’ i 306 ~ 3391 ’ 315 ; ; 246i 3 4 283 240: 4 1 338 2701 "3 1 283 1.27 , 1.78 ,465 : 340 232 730 , 1.41 I i ! ; i ; i i 311: 3 1 11 7 5 3 I ; ------t I ’ i ! Prepared by: Dave Farrell Verified by: Nathan Nelson: NPDES REPORT PREPARATION SPREADSHEET , .// / 918Z/~1/P8 uo Z~:~5:~1 peuu~~s Aspen Consolidated Sanitation District Wastewater Treatment INF INF 2014 INF EFF EFF EFF EFF EFF EFF EFF Facility EFF INF EFF INF FLOW PWS EFF EFF INF EFF 7 E D F A L A P M M 0 B B S C S 0 W E L L 2 2 T T B y D D 0 S S D G L S S 0 S S 0 3 D B A 0 S H C D & C H 0 D D S P 0 T N D A V I E 1.28 7.2 5.1 <10 1.46 2-Feb 1.21 7.2 5.2 <10 1.43 3-Feb 1.20 7.2 1.2 5.4 74 <10 1.41 7.2 1 .1 5.1 180 <10 1.37 338 556 4 1 5.4 196 <10 1.33 323 332 5 6 5.0 <10 1.28 410 370 3 1 350 408 4 1 328 316 4 1 375 268 4 2 405 346 4 3 1-Feb 4 1 1.2 5-Feb 1.19 323 332 7.2 5 6 6-Feb 123 410 370 7.1 3 1 7-Feb 1.25 7.2 5.7 <10 1.22 8-Feb 1.27 7.1 4.9 <10 1.22 1.26 7.1 5.0 <10 1.23 1.24 7.2 9-Feb 10-Feb 7.2 375 268 1.27 13-Feb 7.2 328 316 1.22 12-Feb 7.3 350 408 1.20 11-Feb 4 4 4 1 1 1.0 4.9 78 <10 123 1.2 5.4 78 <10 1.23 1.0 2 5.3 108 <10 1.24 5.2 <10 1.24 58 <10 1.27 303 14-Feb 1.40 7.2 15-Feb 1.47 7.3 5.0 <10 1.29 4.9 <10 1.32 16-Feb 1.47 7.2 17-Feb 1.48 7.2 18-Feb 1.42 19-Feb 1.41 7.2 405 346 7.3 338 340 7.2 318 320 1.42 20-Feb 4 4 3 3 4 1.3 5.1 91 <10 1.36 1.3 5.0 45 <10 1.39 1.1 1 <10 1.42 338 340 4 4 48 <10 1.44 318 320 3 1 1.45 5.3 16 21-Feb 1.47 72 5.4 <10 22-Feb 1.36 7.2 5.3 <10 1.43 23-Feb 1.31 7.3 24-Feb 1.38 7.1 27-Feb 1.34 28-Feb 1.35 _.__._. 7.2 370 754 1.34 ’26-Feb 7.2 368 704 1.36 25-Feb ~ 338 556 1.19 4-Feb 7.2 375 406 <10 1.41 1.0 5.0 105 <10 1.40 1 .1 51 20 <10 1.39 5.6 3 4 3 7 1 0.9 1 7.2 _.__. ----- -- ._--_.- 5.1 16 <10 1.38 4.7 <10 1.37 5.5 <10 1.35 --- --- 711 368 704 3 7 370 754 4 1 375 406 3 1 ---------- ----_.- -_._-- .. I ; 3 1 754 5 7 427 4 2 MIN 1.19 318 268 ### ### 7.1 3 1 0.9 4.7 16 <10 122 318 268 MAX 1.48 410 754 ### ### 7.3 5 7 1.3 58 196 <10 1.46 410 <10 1.34 358 AVE TOTAL 1.32 358 427 ### ### 7.2 4 2 1.1 5.2 84 136.991’ PERCENT REMOVAL ~ ..." ~ GEOMETRIC MEAN MAXIMUM 7-DAY GEOMETRIC MEAN Prepared by: r-- Ef 140 ....,., Dave Farrell ~ Verified by: Nathan Nelson c:::. -C -< NPDES REPORT PREPARATION SPREADSHEET 918Z/~1/P8 uo P~:~5:~1 peuu~~s . Aspen Consolidated Sanitation District .. Wastewater Treatment 2015 INF INF INF EFF EFF EFF EFF EFF EFF EFF EFF Facility EFF INF FLOW PWS EFF INF INF EFF EFF 7 E D F A P M M 0 A S L P 0 T S 0 C C L L E 2 2 Y 0 S S G L 0 0 D D S S D D S S 0 3 D W & C H 0 B B T T S D S H D D A N B B A V I E 1-Apr 1.27 7.3 330 352 0.8 3 3 2-Apr 1.29 433 400 7.3 2 1 3-Apr 4-Apr 1.31 385 320 7.2 2 1 06 24 <10 51 1.50 330 352 3 3 400 2 1 320 2 1 5.0 34 <10 1.46 433 4.6 <10 1.43 385 1.28 7.2 5.1 <10 1.38 5-Apr 6-Apr 1.14 7.2 4.8 <10 1.32 1.08 7.3 5.1 <10 1.26 7-Apr 1.12 7.2 0.4 4.3 24 <10 1.21 8-Apr 9-Apr 10-Apr 11-Apr 12-Apr 13-Apr 1.11 0.8 5.1 35 <10 119 288 258 2 1 214 2 1 260 3 2 5 14-Apr 15-Apr 7.4 288 258 1 2 1.10 265 214 7.4 2 1 1.07 300 260 7.3 3 2 0.3 5.2 13 <10 1.16 5.2 <10 1.13 300 107 7.3 5.5 <10 1.10 1.04 7.3 5.1 <10 1.08 1.01 7.2 5.1 <10 107 1.03 7.4 0.5 4.8 1 <10 1.06 1.00 136 7.3 2 5 0.3 5.2 1 <10 1.05 200 136 2 335 306 7.3 3 1 0.4 5.1 2 <10 1.03 335 306 3 1 4 3 4.9 <10 1.02 508 252 4 3 7.2 4.9 <10 1.01 <10 0.99 <10 099 200 1.00 18-Apr 19-Apr 0.99 0.93 7.3 5.1 20-Apr 21-Apr 0.96 7.2 5.5 1.00 AVE TOTAL 7.2 508 252 7.2 1.05 0.91 290 244 22-Apr 0.82 240 230 23-Apr 0.82 260 270 24-Apr 0.82 25-Apr 0.78 26-Apr 0.74 27-Apr 0.77 28-Apr 0.75 218 168 29-Apr 30,.ApL__.O.18__ 19_0.. 260.___._,_ MAX 573 265 16-Apr 17-Apr MIN 300 0.74 190 7.2 7.2 2 6 4.9 1 <10 0.4 5.0 1 <10 0.98 290 244 2 6 0.95 240 230 2 3 260 270 4 2 0.2 3 2 0.7 0.99 1 <10 5.0 5.0 <10 0.93 7.1 5.0 <10 0.90 7.2 5.1 <10 0.88 7.2 2 4 7.2 5.2 <10 0.85 5.4 1 <10 0.81 - 4 1 2 3 0.4 5.4 1 <10 0.79 218 168 ___L~L_2.~~___O.3 49 1 <10 0.78 190 260 <10 0.78 190 136 2 1 508 400 4 6 303 262 3 2 4 7.2 136 if##. if##. 7.1 2 1 1 0.2 4.3 1 1.31 508 400 if##. if##. 7.4 4 6 0.8 5.5 35 <10 1.00 303 262 if##. if##. 7.3 3 2 0.5 5.1 10 <10 1.08 PERCENT REMOVAL ~ GEOMETRIC MEAN MAXIMUM 7-DAY GEOMETRIC MEAN Prepared by: I .’ 0.5 7.3 1.50 I 30.04/ .. ad fiLE COpy Dave Farrell Verified by: Nathan Nelson NPDES REPORT PREPARATION SPREADSHEET 918Z/~1/P8 uo 9~:~5:~1 peuu~~s . f’., Aspen Consolidated Sanitation District Wastewater Treatment Facility INF 201fj INFINf I:;fE ~EF EFF. !;Ff_ _1=F:F EFF!;FF__ ~EF EFF EFF EFF INF PW~ _EfE JNF JNf 7 E D F A P M M 8 A L S T 0 E W S P 0 S C C L L 2 2 D A T T 8 & Y D D o H S S D 8 D c S o 0 D s s H 0 D o N 8 s s 3 o L G D A I V E 1-Mal_ 0.74 243L?19.. 2-May, .C S’ 2 .7:.3 5 4.9<10 1.17 5.1 <10 1.09 243 . 210, ’ 2 5 . . 7,3 . 3-May 4-May 0.70: 7.2 5.1 <10 1.01 0.70 7.3 4.9 <10 0.93 1 <10 0.88 3 0.83 205 264 2 7 0.77 160 110 3 1 184’ 2 1 7.3 0.7 4.9 5-May O:~O.; 7’ 7.1 2 0.6 5.0 S~M?y, 9:~7:.29.? ?S4. J=rv1aJ.;__q:~~_.J~q~!Jg.______._J2:._..~:__ 1 0..S.5}._ 7.2 4.8 ~-~a~{ OJ?’ 180 18~; 21_... 7.2 5.1 9-MaY.;0,?4. . _ . _ 10-May ii-May . 630 . 0.78 7.2 5.2 <10 0.78 7.2 5.3 .<10 0.78 ..j 0.86 0.79’ 185 14~May:_ Q .__7.1.. ..._ . 234: 7.2 _ _ I 3’ 0.8 5.2 1<10 0.78 1 <10 0.77 5.0 <10 0.78 7.2 7.3 <10 0.80 7.2, 5.4. 0.5:.(9’- ,185 218 <10 0.81 <10 0.82 ;. _ 1.06’ 140 106, <10 0.82 7.2 1 3’ 0.8 4.9 <10 0.86 22-~~ ’b:96J"2Joj1~r=_’:..-_..~ ~Tf~ __X 1 ~ _23~Ma~~ 1..0}~___: 6 <10 0.88 ’. ~! 4.9: <1 ...._ - _,_ ’,0 234: 2 3 224 4 1 .... 24-MaYL _}.Q1 :...._.... _ 0.90 5.0 <10 0.92 6.1 <10 0.96 4.9 <10 _.:... _JY . 0.98: -_. ’1 - 0.98 ._. ; . 140 i 106 . -. ---. .... 3 1 3 1 5 5 ." :.2.33.;..1_~6: 210.] 212: ..- 7.1 ..-..-.--.. - J.. ._ .. . i . _ __. ._- ._ . -’- 5 . - ~_ .. 0.94~ 233’-186" . . . .. , .-. {4; i .. . 1 7.2~.2.._.... 1 7.2_. 0.6 5.5 1. 0.7 4.9 1 7.2~: :’ 2S--M ._ ._... 0.88 25-May - .... _. 19-May 20-May. 21-May’ .__._ .. - . ’-i2--"’-4’--’ .. ; - ~_ 0.4._ _4.?: ..1 <19_. __o.?~. .. 2 .L’ : _::-~ .i._.___...:. -ii:. .15-May 0.81 i 218.2241 1S:fv1ay:.. .Q 7L 17-May: .0.78: 18-May’ 0.81..._ -.... . <10 0.71: 12~rv1ay: .. .. 1’80 0.]8 0.74 13-May: - . <.10._.. _1.<1..Q _~:<10_. .:~. [.2L i; .: ~ 0.7 :5.1r._ ..}..:::_~9._._~~f()q + 1.00-;-- 3’ ~-’--"213T2i4T ’-6 2 2~ 1 ~O:_~~:.O___ _5:-::10 .___.._.. 1.03. 213~ 224’ 0.97__2.?5~?~0. 27-May. 28-May: 29-May, 7.1 6_. 3:_._1~0.9 4:?: _ 7:1; _ .. _ 12<10 2i5; 260;’3 .248;2-18 ’--3" :-. 1.00_. ._.. ... 1.041 7.1 248,218, . -’_’ _ "..- 4.6. <10 1.01 <10 1.01 5.8 - =.:!, .’~ ~:. ’_ff ~._:__. 4,i ’_. ’-..- . . . ’.~ .-’-::.1 0._ 1:02 __... i- _-1. _.. -.. 0.70 ,140:106###-:###- MIN 1 1 -.- ’--i~2-. 31 ~MClY:-~ .1.:Q2~-_’..~~’=’._..... .__ 1 -.- :. 30-May’1.03[’:- 3 __ 7.1 2 ..... . l’ 0.4 4.6; 1 <10 0.77 140 7 7.3. 12 <10 1.17 248 . 106’ 2 1 264, 6 7 3 2 .. MAX ’ AVE TOTAL : 264 (mi###-’ 7j 6 .-87"20S--;;’- 3;ii##:iiiiI-’-j.2" 3" 1.06 248 1.0 . .- 2 0.7 5.1’ 3 <10 . . .- ..- . -- --_. ..__._--- 205 0.89 . _.,.... 203 . I 27.091’ PERCEt-JT’~~M- VAL~’ .’ L _ __. _ . __. . _ L . g~QME:rf3.19MEA.N MAXIMUM 7-DAY GEOMETRIC MEAN. ’~’- ’-’ .. ..’_.--- . _._-_. - ...- Prepare~_~y~ .l?av~f9rr.~IG. . ... - .-.. ... -_. EB:’~’" - ’...,. _._ .. Verified by: Nathan Nelson. NPDES REPORT PREPARATION SPREADSHEET FILE COpy 918Z/~1/P8 uo 8~:~5:~1 peuu~~s Aspen Consolidated Sanitation District " Wastewater Treatment EFF INF EFF EFF EFF EFF EFF EFF EFF INF INF 2015 Facility EFF EFF INF INF PWS EFF INF EFF 7 E o F A L T o A P M M o B B S o see W E L L 2 2 T T B Y D D o & S S D o 3 o 5 5 D A G L 5 S o S D D C H o B A D 5 P H D N V I E 1-Mari 2-Marl 3-Mar! 4-Marl 1.33 7.2:’ 5.3’ ’<10 1.34 1.28 7.3: 5,4: :<10 1.34 7.2: 2.9’ 4.7: 24<10 1.34 781<10 1.33 i 1.36 ’ i 2781260 1.31 325! 342 1.331 3081 294t 1.30 5-Mar 6-Mari 7-Marl ’ , 9-Mari 10-Marf ! ’ 11-Mar! 1.43’ 320 1.451 425 1.471 343: 3061 j 16-Marl ! 1.46i ! i 1.49; 548i 1.441 3631 1.521 375! 334: 1.5013431526 ! 1.451! ’ 1.401 1.35i i i 1.30i 1.36i 300: 432j 1.40: 345i 358; 1 ’ i i ! i 7.1: ! 7 29-Marl 1.33 1.38 120:<10 i 1.40 1131<10 i 1.42 i i i 1.44 ! ! 5.41 : i 5.3! 4, 1i 7.1 6 i 1: I 7.2:: i ,7.2: 3! 11 ’7.2; 3! 1: 7.2; 3 396j: i: 7.2i! 1 i 7.2l! j I l ! ,7.2! 3: ! ’<10 I 1.45 29:<10 i 0.5 1.01 5.0! 30’<10 0.4: 5.2: 29:<10 f 5.11 ; I . 31-Mar! "f25I MAX AVE !. j i ! i 425! 548 i###I###, l 342; 3691###1###1 1.52 ! 1.39 7.3 : : Iii: i ! I Prepared by: ’ i 3 i 99 1 ! Verified by: Nathan Nelson i : ! I .241<10 I 24 ’ 99 i <10 120 i <10 56 i 1.47 i 1.48 : 7 1 4 1 6 432! 300’ 1 358i 345 1 I 3 1.37 3961 380! 3 I ; 3 1.35 ! ! 1.41 1 1.39 i I I 3 I ! 1.34 1.32 1 1.32 i ; : <10 : j 6541 , - - I ! , ; 1.32 i 260 1.48 -, 548 1.39 278 . I 1.0 425! 10 I 369 ; 342 i i : : i ", 48 i 1 1.42 ; , r"--"~’----- 4 1.47 ! , . 2-f.1--:’5~r GEOMETRIC MEAN i ;<10 5.41 ! ’ 2 i 2.5 7 4 i ! I ! I MAXIMUM 7-DAY GEOMETRIC MEAN’ David Farrell \ 5.2; 0.4 ! 4.6 7! 10 ! 2.9 : 5.6 4 7.2 i PERCENT REMOVAL TOTAL I 43.05 1 ’ 5.4! f; ;! ’1.24 1278 i 260 [###1###: 7.1 i 0.6 7.3, I i ! MIN 1 : 1<10 [<10 1<10 4.9\ i : 1.24: 1.46 ; 4.6: i 7.3! i I i i 548! 363 i i 334) 375! -: 5261 343! 5.41 i 1 , 1 1.46 5.5! 3 I 1 1.46 1<10 : I 1.46 :<10 1<10 : 343 :<10 531<10 ’ 7.2 , 43!<10 : I 0.81 4.7! 7.3 ’ 7 1 i I 53i<10 4 I ! 5 326i 320 i 10 304! 425! 4 ; 5 287: 1.46 1<10 i 4.7i ,4.81 : i 3061 i !<10 ! ! I 1 1.37 ’ 1.45 ’<10 4.9: i ! 7.2i 1.31 \ 380 1.331 85;<10 1.31 4.81 1 i 0.9: 4.8i I 1.34 i 1 ~ 3421 325 ! 2941 308 ! 4.9’ ! i 1.33 ,<10 278 260; , 1<10 I 5.6t 7.2i ’7.2’ 1.32 I i I ! 5.4! 5.4! 1.1 i 1! ! 7.2 i i ; i 1 1.32 ’<10 i 1<10 . 1 4 481<10 ’ ! ’ 28-Mari 30-Mar 1 ! 7.2 1 i I: 23-Mar! 24-Marl 27-Mari f ! ! I 1.44 22-Mar: 26-Marl 7 7.2 I 1.491 25-Mar! 3! "7.2: ! 7.31 5, 10, 0.9! 5.1; 326: , 4; 1.2: 5.01 5’ 7.3 304:! 14-Marl 15-Mar! 20-Mar! 21-Mar! 1 i 12-Mar! 13-Mari 17-Mari 18-Marl 19-Marl 7.3; 7.21 i ! 7.21 ! 7.3: i’ 1.46: 1.47: 1.81 5.2! 1i 1.01 5.1~ i 4.9i 1: i 5.4! 4! ’I!7.21 1.40 8-Mar : ’ 1.40 i 7.3 ; i 105 I i I i ’ I \ NPDES REPORT PREPARATION SPREADSHEET d03 311j 918Z/~1/P8 uo 6~:~5:~1 peuu~~s Aspen Consolidated Sanitation District Wastewater Treatment INF 201JL !~F J~E .EF.:F E:ff ~fF. !;FF EF.F EFf ~FF. Facility EEL _t=:fF PWS EFF INF INF INF EFF E F __ 7 E A P M M o D F A L B B S 0 T 0 E W S C C L L 2 2 N S P T T B Y D D o B S H c S H A D o & s o S o D D D o 3 S S L G S D D A I V E 1-Jun’ 1.02’ 7.1’ 2-Jun 1.07____._.. 1.pq___23_3; 24~L 7,1’ 3-Jun 0.9; 4.8 41’<10 1.15 7.0 3 1 1_1 4,5 33,<10 1.11 7_( 3 3 0.8, 4.8 4 <10 1.09 7.1 4 4 4.7 <10 1.07 __1_ 7.0__,_ :...~.:.~.~_..___~. _ .____. ; ; . 4.1<10 233- ~ 242" .i ’240 1 3 4 4 .. - 288 1.04 ,_, .___’._ -. 4.9’- --’<1 7.1 i’ ’ 1.05 5:_1J__._. 11 :<10.j 1.07. 4.6; 1P-:<-1(_=’ 1.14 2,_ 10-~I:lr:!.;__~:~~j3_5.?L_?76_.___ 3 1~ 1 L4.~i. _._1~~-:1Q 11-Jun, 1.18; 315; 282, 7.1, 2: 1_._1.?___._..._ _.:___ ’7.11 1.20 4__~_;____!:,!~6:_.___<10 .12~:EJ~l.1.3~_30~:r}~~T <10 1.23 ,7.0; 13-Jun; 1.29i: 4:11_ ___.! ! _~_ 4:2[__. <1_Q 1.26__._ 4.4; 1.28 ;<10 1,5::~’:!!:!l~.;,,-:!..:23_;:~___:L____L__~_,_:_7-9:... ;: 1.29 7.1:- -: i1;’-. 4~-.( 330 <10 16-Junj>.J.45f .! 7.1~ 9’-1f--1.{-5. 260)<10--: 17:=Jur ~1~’~~1.~o~f:2:7 f282-:---1.27 9-ju~=~--= 9C=. ~------- . - 343 . 3 3 1.05 <10 4.3 ... -- r-1.08r -;------ .. 230 _ -. -S--J 1.17 , L 1.07: <10 - __4~~~_n:___}:.Ql:_.?~9:_2~O: 5-~_u_~___1.:Q~~_34~:_288 6:-~_u~1___!J>.@L__ ;__ 7-Jun! 4.7 ~_~O::( 7.1 _ 7.1 1 ___ _ 358 ; 2T~: : 315 -:- 282, 0.5! , _ - - . __. 1~.~~~~~~’.:~129~=~~-----j_-_~_~_~:_:_f ~~- i .".. . . ____ _, _L . _. : - 2 1 2 3 4 1 : 306: ~03_! . _ ’ _,_ ..._. .__, ,_ . ___ ; __,.__ . ; -- . _.._ . ’ ,- . . ."’. .,..,.!: \"~=-r:::F~!f""’-~’,,-,-,- -~ .~..c--" - .-..-,----’.l:’;:’:-I~,~’r~...-----. . - rlf.7ji1’:48’:~1f:~.~~-::---:----~ :"IJ(...~"~- .-._~._- -_.... ’",,;, 4 2 7.2: 4 8 1.5 300’<10 5.4 1.30 275 1.33 300 _..- 21-Juri~135:---~r:--:--T--’ ~(7"’:----1’22-Jun 7.1. 5.1<10 7.1 5.1 <10 1.35 7.1: <10 4.9 ,: 1.38 4.9: 1.41 _._’,’ 24-JLi ~5J0- _.. ... J~~~-;---:-. Tj’1 ~’---c -’ ." _: _ <10 ;-. 29;J_Q 25 <10 1.45 62:<10 1.47 ._..; - 5 7.0’ 5 _. ’.-’ -. . ._---..- 457:---J ---j-;C"’;C -- 9, . 65<10 1.47 <10 1.47 495! 380:,.":’t’;. 115: - . .. _.- - 7 .- -_. .- , 5: -_i-_i_o. : 1. i ,4.~-,f2’ 4.6 12 1.2:-4:4’ ’ 4.2 3201-’-3-5~~~ -"285;:’24-’" . ^,’ io’ - 2S;ju 4, ----1’- $801,’ 7.1. 21 - ;_. 71 26-J 2f~Ju 240: - . f’ : . 23-J(j’ 282’ 4 - --- 19-Jun~1~~~~,:47.i;;~90:’240.’ -2 -~j 9 270.: 282; .. rf{:~~JA5:k275: 282 18-J -1 - ". . - r---" ~-- ... 7.0’ , -.- ;---z:.~: -’3 ~J :__ _ _ ._- ....., .-. i-"’:’;’ ..... . to. - -:; -f5f"--:--- _~~q:~~~-~~(5~~--~J~~=-=-lj-.:~-J+:-; 650 <10 1 9, 46: . ".-.. - 4.2, .~_ _::-=4:~;- _:~ _ 7.1’ 1.49 :<10. 4.8 -- I i-’.’ .:..... 1.57 ::};.;; -’---"-=’1=-~~-:-7-::""’:!~.~ I , " - 2 4.1 0_5 --1~57~-~’ <10 .~ <-1 -;’ --’’’.:28)’-. GEOMETRIC rv’-E .0 ~ ’"7- - _.---=- N MEAN .._.. l’ -. -. -_.- j-- ,- ---- - ~r---’._-- ...._---:.._. - . 140 ~-E METRl _.~. 1.04, <10 4 . ,__ 650 ~. - - 1_ _ , ~’~ ... - -: . PDES REPORT PREPARATION SPREADSHEET 918Z/~1/P8 uo-1P:~5:~1 peuu~~s FILE COpy Aspen Consolidated Sanitation District Wastewater Treatment _l~L_lt-lE INE~FF E~E~f_ _t=fF ..I;ff_ f=Et: _EEE 20t5 Facility JNL_.___ew~_ .I;ff. .mE..Lt’~F_ _EFf !=Ff_ _E:ff. EFF . 7 E A P M M o o D F A L s o E W s C C L L 2 2 & T B D o o S s o B s s o 3 o s o o s H T Y s c H o o A o s P o T N B B L D A G V I E --~- -t~~l-!--}-~~-;:~~-;~:: --i- }}:.- ...1’---16-’ -}~!-~~~;.-;}~:~~~l ~ :~; "__.3.4g ~_.?8? : -.- - ::.-. i 7.1’ 1.76 _1:6_1. _._._ 4.3’ 10 --338:-340: 8 15 ,,; . .. :<1 -T’ 1.63, . . 4-Jul _.,< 10: 7 5 340 ! - }:J IC~fiQ:~~-~:-.3.4~:=:~~" ~~_~7j~_’~’.’8_:~.j$-’_ .~~.’:_~:~ i 5 294’ ... .L __,___ _ i -. _~~~j~}~~JJl~ "i_~_=_~:~-_~~~._-_-~~={~-~~~~~~_.-~’~-’ ~ . . . _ 1.68: 7-Jul’ I : 7.1’ ’ . : 5.4; 4.4: 2000:<10; : 4551 : I 1.69 : i --- ;"1-93-:-240: S::-J n-- 1~i9: -193 240;----’-" ’-7.1’; -9’!-’---1~’ 4.6;-4.6’-"--610~’<1 0’-’-’-1’.7"2- -.-----~ -9’:j l;-- -1.711 218, 226r-;---;-’7:F---9:’--’2T3.0i-’4’~4r .-----.:1!<10. r ’-’1:74- r- ----r... ’’’-218’ -226] ’1 ~T i~~-1~~FJz()T1- q~~~~~:=~~_-.-}.f~.’.~~~~’. ’-5~~_~:~-4.~L" -. -.~~.-:I9...-_-;:_.:1J? .~. _.’ i. ~--.":.’-2fQ;_>~~_:. 9 1 9 2 8 1 - . . _ 11-Jul: 7.1 i 1.63, 4.3’ ; 1.70 i<10: ! f::’}’-5i:.’.-~_-:’- ..1}_~Jl:I.l~ 1.~.9_j.. 14-Juli .:.. 1.60, ~~_IT-’~"~_-.~~.::~~:’~:~.4.:~! -’-;<~Q:-i ’-’1’.67 ;___~=_~ J.1’ 1 .__ ’ 7.1: ; . ~.__ : ... ,_. ~ __~.-4::_ by( ~\k’$k"’ Aspen Golf Course Acreage and Water Usage 1 message Steve Aitken To: "acsdmgr@gmail.com" Fri, Feb 26,2016 at 3:11 PM Bruce, Here are the calculations for the Aspen Golf Course: With Reclaimed Water The Golf Course Would 106.5 Acres or Approximate 109 Acres if we include amount of water During the April: 1 Million Gallons applied Average Year, Irrigation Irrigate: irrigating the Golf Course Greens to the Golf Course Annually on Average: 62 Million Gallons (109 Acres) to the Golf Course: May: 6.5 Million Gallons’ June July August: 15 Million Gallons of Water Each Month September: 8.5 Million Gallons October: 1 Million Gallons Thanks Steve Steve Aitken CGCS Director of Golf Aspen Golf Club Aspen, Colorado https:/frnail.google.com’rnail/ulOl?ui=2&ik=aabdefa063&’.1ew= pt&search= i nbox&th= 1531fa2d7730f296&simI= 1531fa2d773Of296 918Z/~1/P8 1/2 uo PP:~5:~1 peuu~~s AGRONOMIC LOADING RATES for T.I.N. based upon 100% irrigation with reclaimed water APRIL MAY JUNE JULY AUGUST 6.5 15 15 15 8.5 1 3.2 4.8 4.6 5.6 3.9 4.4 5.7 .25 2.5 5.4 6.6 4.6 Million/mo. Total SEPT. OCTOBER gallons Avg. eff. TIN/ mgl Past 3 years #TIN/ ac. 2.9 .45 month total TIN/ acre/ year = 22.7# Reg. 84 maximum TIN/ acre/ year = 174# Based upon irrigating 106.5 acres, which does not include the greens. If the greens the total acreage increases to 109 acres. Past three years, TIN effluent data for each month as are irritated mg/l 2013 4.2 5.3 5.0 4.7 3.4 2.4 2.l 2014 2.4 4.5 2.4 4.1 2.9 4.7 9.9 2015 3.l 4.5 4.6 7.9 5.3 6.0 5.l 918Z/~1/P8 uo 5P:~5:~1 peuu~~s . IN I H10T8fiEFtVO. I All I ;a01. HUI H ~=;./-l KRUMHOLZ CH2M IAPVD .. BY \ \ \ M II \ \ APVD OF l. STOUT PROETY Ctl:tLA un ~ T TIlE OF IS ’-... REVISON CHK SERVICE, AUTlIORZD PTOW~:RONFEDSIQtw. WruTIEN I /’ J/1I>~rF 11 TIlE Of lour R IUSTREI PROJECT WITI DR Ill! At~ I (D E: AS DATE "- Db NO. &.’" .cf ’i TOWNSED HERBU,OTHER ItJCORPATED IoJ V FOR R PART, It! OR I r I DESIGNS DISTRC E IMPROVENTS SANIT O USED,IWO ACSDWTf DIGESTR COLASRAPDOEN, DOCUMET. CONSLIDATE \. \ AUD IDEAS HE l -lE AUD uorTQ IS AND !~?/ () Aua IblL TIl S Cl121J HEADWORKS ASPEN . l II DOCUENT6: OM OF I REUSE I . I f’l t#’ PLAN CH2MIL~ I CIVIL SITE SITE OVERAL Gz 0 ...0 . - ~’"t- CD N0 . ~: ~I~ iii)J ~ If\ t. ~ r) ~0 ~ t ..\ ~~r ... t(’ ~:sm~~ ;BfUiGlleID:;)J> ’"~c)Jr Fm Ul(’ IQ~~ -iii~O O~~2~2~11 I ~’"~~~ ~ i :!!r~~IT’ (J)if Jl 0>’"0’"~~ l’l~isto> CJ:I..-I IZIN " M..-I " -.;:t IZI _. . . o Ul ~)1 ~!f~ a;il ~:l~IT’ ’"~~~ ~ ~..... .. t"-In .. M. . . . ’li4):c:::~Um