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Home My WebLink About2.01 Site MapsIv i I. )' \ -- W \�� !_r PHASE 4A -0.47 ACRE AREA TO BE LINED 2016 \ i/, 1 1� THE GRADING BETWEEN PH. 4A SUBGRADE AND PH -4B TO BE FIELD ffT BETWEEN THE kEVATONS 6O449glliE-S4ABGDOAE _ APPROXIMATE ALIGNMENT OF - ----- THE PHASE 4A-PtPELESS TOE DRAIN (PLATE 7, DETAIL 4) D \iL v l� LD' AREA UNLINED AN UNDER REFUSE -1.47 ACRES ; I I PHASE 4B -1.30 ACRE vAREA TO BE LIN RFNINNt AREA T ))poF FLnfi )'QE"L(NEB s, 42.500 [,\ �c PERMITTED DISPOSAL, AREA (30.0 AtS) PHASE 4C \ \ -3.64 ACRE REMAINING AREA TO BE LINED (FUTURE CONSTRUCTION) APPROXIMATE ALIGNMENT OF LEACHATE COLLECTION AND REMOVAL PIPE SEE DETAIL 2, PLATE 7 SUMP TO BE DESIGNED IN THIS AREA AS PART OF CONSTRUCTION OF REMAINING BASE — E —\ Cij °i STORMWATER \•--cOLLECTION LINE:' \• \• , rouse ,j !f L APPROXIMATE AUGNM-=NT OF E%ISTING 6" @PERE APTIR '�- LEACHATE COLLECT ON PIPE � — i I EXISTING 6" 0 LEACHATE COLLECTION FLEX PIPE \N� v 0 B -1 VU \ \�\ \. \� \ �� 'N-,) --____._�`\_-_. n d C O LEGEND EXISTING 2' CONTOURS EXISTING 10' CONTOURS —6360— PHASE 4A 8 4B TOP OF LINED FLOOR AREA (Contours Outside of Limit are Subgrade) ----6360---- PHASE 4C FUTURE LINED FLOOR AREA PERMITTED WASTE LIMITS (1994 SRK Phasing Sequence) LIMITS PHASE 4-A LINED AREA LIMITS PHASE 4-B LINED AREA LIMITS PHASE 4-C LINED AREA t Z� 1 ( o� - 0 _ i EXISTING HISTORICALr WASTE AREA f -•--- PERFORATED LEACHATE COLLECTION PIPE -^-•-•- FLEXIBLE LEACHATE COLLECTION PIPE -•-• SOLID CONTACT LEACHATE COLLECTION PIPE (NEW) - - SOLID CONTACT WATER COLLECTION PIPE (APPROXIMATE) -••••-•••• JULY 2016 SURVEYED EDGE OF TRASH WASTE LIMITS EXISTING ROADS GROUNDWATER BORE HOLE ® MANHOLE (APPROXIMATE) 0 1 50 100 APPROXIMATE SCALE FEET) CONTOUR INTERVAL: 2' NOTE: THE EXTENT OF THE LINER IS BASED ON SURVEY CONDUCTED AROUND THE LANDFH,L AT THE TOE OF THE SLOPES TO DEFINE THE AREA TO BE LINED. THE ACTUAL AREA MAY BE FIELD FIT AND SURVEYED FOLLOWING SUBGRADE PREPARATION. SOURCE: EXISTING CONTOURS SHOWN ARE FROM AN I -SITE DRIVE LASER SCANNER SURVEY COMPLETED JULY 9, 2015 BY MAPTEK, LAKEWOOD CO. AND PROVIDED TO AEC FOR FOR THE CITY OF GLENWOOD SPRINGS. CONTROL POINT SURVEY DATA SUPPLIED TO MAPTEK FOR SURVEY BY HIGH COUNTRY ENGINEERING JULY 2015. NOTE CONTROL POINT SURVEY IS BASED ON CITY OF GLENWOOD SPRINGS COORDINATE SYSTEM. LINED AREA MODIFICATION REQUEST DRAWING SRK LINED AREA VS. 2016 LINED AREA SOUTH CANYON SOLID WASTE DISPOSAL SITE GLENWOOD SPRINGS, COLORADO CLIENT: City of Glenwood Springs PROJECT: South Canyon 2016 PROJECT N0: 0012016 DATE COMPLETED: 8/2016 DESIGNED BY: AEC APPROVED BY: CJA DRAWN BY: JGN DWG NAME: LINED UNLINED AREA OUTLINE REV SION: REVISED BY: JGN DATE: 8/2016 0 ISSUED FOR REVIEW AEC AMERICAN ENVIRONMENTAL CONSULTING, LLC. PHASE 4A -0.47 acres NOTE: RECOMPACTED CLAY LINER ABUTS �_- -THE-TOE OF THE FILL FIELD FITTING MAY -- �J OCCURDURINGEXCAVAIION-- ._- ECOMPACTE� E OF THE ;UR DURING E MI SAL . AC PHASE 4C -3.64 acres ` k\\ \,„.\\", >1.1C //),/ i \\\ PROXIMATE '� s (STING 6" 0 HATE CO j;"; �� TOP LEACH X35 a int6363< \` 39.17 \ SET SCREEN \ — T1 iar\ATSR � sr.COLLEG`TIONLINE Q xSTMH -15.15 TO FL �qn 8.8_9 _FIX SP SP ' 6341.66 5P 5P SP \� GROUND @ RISER VALVE GNM� PERK/ CTS:kN / -- l LEGEND EXISTING 2' CONTOURS EXISTING 10' CONTOURS — PP — PERFORATED LEACHATE COLLECTION PIPE — FP — FLEXIBLE LEACHATE COLLECTION PIPE SOLID CONTACT WATER COLLECTION PIPE (APPROXIMATE) - — — - PERMITTED WASTE LIMITS (1994 SRK Phasing Sequence) EXISTING ROADS —••••— JULY 2016 SURVEYED EDGE OF TRASH WASTE LIMITS SP 7 NG 0 LEACHATE ECT _ F_LEX PIPE r LIMITS PHASE 4-A LINED AREA LIMITS PHASE 48 LINED AREA LIMITS PHASE 4-C LINED AREA GROUNDWATER BORE HOLE MANHOLE (APPROXIMATE) 4 0 0 APPROXIMATE SCALE FEET) CONTOUR INTERVAL: 2' 100 NOTES: 1. THE EXTENT OF THE LINER IS BASED ON A SURVEY CONDUCTED AROUND THE LANDFILL AT THE TOE OF THE SLOPES TO DEFINE THE AREA TO BE LINED. THE ACTUAL AREA MAY BE FIELD FIT AND SURVEYED FOLLOWING SUBGRADE PREPARATION. SOURCE: EXISTING CONTOURS SHOWN ARE FROM AN I -SITE DRIVE LASER SCANNER SURVEY COMPLETED JULY 9, 2015 BY MAPTEK, LAKEWOOD CO. AND PROVIDED TO AEC FOR FOR THE CITY OF GLENWOOD SPRINGS. CONTROL POINT SURVEY DATA SUPPLIED TO MAPTEK FOR SURVEY BY HIGH COUNTRY ENGINEERING JULY 2015. NOTE CONTROL POINT SURVEY IS BASED ON CITY OF GLENWOOD SPRINGS COORDINATE SYSTEM. PLATE - 1 PHASE 4 AREA A, B, & C EXISTING CONDITIONS SOUTH CANYON SOLID WASTE DISPOSAL SITE GLENWOOD SPRINGS, COLORADO CLIENT: City of Glenwood Springs PROJECT: South Canyon 2016 PROJECT N0: 0012016 DATE COMPLETED: 7/2016 DESIGNED BY: AEC APPROVED BY: CJA DRAWN BY: JGN DWG NAME: PLATE I SCLF PH -4A -B -C EXISTING.d 9 REVISION: REVISED BY: JGN DATE: 8/2016 0 ISSUED FOR REVIEW REVISED EXISTING TOPO 4B AREA AEC AMERICAN ENVIRONMENTAL CONSULTING, LLC. �� PI -LSE 44 \ 0.47 ACRE ' 4REA TO BE LINED 20$ 1 -.�,___\ i___--____ ,______ ____ �-APPROXIMATE ALIGNMENT OF-- —_ e.5 TRE PNASES`S-TO - DRAIN (PLATE 7,1 DETAIL 4) 2/d� (3 EL€VAMON-6414-i0-PH d L1 1)--) � RC-.MAINDI 11,01 EAT AHFA 10 F3t'LiN! i O / PHASE 4C // —3.64 ACRE / REMAINING AREA TO BE LINED (FUTURE CONSTRUCTION) 42500 AP0XIMATE AL NMENT OF LEACHATE COLLECTION AND REMOVAL PIPESEE DETAIL 2, P T 7 \ --\I 1\' SUMP TO BED' I� IN THIS AREA AS CONSTRUCTIONOF REMAINING �7-1 i AOXIMA4E -.. GNN . a ISTING ,6": 'F T. TED EXISnNG 6' 0 LEACHATE COLLECTION FLEX PIPE „�� U 8 N -. ?. --- d O \� 1. 2___ N.. LEGEND EXISTING 2' CONTOURS EXISTING 10' CONTOURS —6360— PHASE 4A & 4B TOP OF LINED FLOOR AREA (Contours Outside of Limit are Subgrade) ----6360---- PHASE 4C FUTURE LINED FLOOR AREA - - - PERMITTED WASTE LIMITS (1994 SRK Phasing Sequence) LIMITS PHASE 4-A LINED AREA LIMITS PHASE 4-B LINED AREA LIMITS PHASE 4-C LINED AREA PERFORATED LEACHATE COLLECTION PIPE FLEXIBLE LEACHATE COLLECTION PIPE SOLID CONTACT LEACHATE COLLECTION PIPE (NEW) SOLID CONTACT WATER COLLECTION PIPE (APPROXIMATE) JULY 2016 SURVEYED EDGE OF TRASH WASTE LIMITS EXISTING ROADS GROUNDWATER BORE HOLE MANHOLE (APPROXIMATE) 0 50 • 100 APPROXIMATE SCALE FEET) CONTOUR INTERVAL: 2' NOTE: THE EXTENT ENT OF THE LINER IS BASED ON SURVEY CONDUCTED AROUND THE LANDFILL AT THE TOE OF THE SLOPES TO DEFINE THE AREA TO BE LINED. THE ACTUAL AREA MAY BE FIELD FIT AND SURVEYED FOLLOWING SUBGRADE PREPARATION. SOURCE: EXISTING CONTOURS SHOWN ARE FROM AN I -SITE DRIVE LASER SCANNER SURVEY COMPLETED JULY 9, 2015 BY MAPTEK, LAKEWOOD CO. AND PROVIDED TO AEC FOR FOR THE CITY OF GLENWOOD SPRINGS. CONTROL POINT SURVEY DATA SUPPLIED TO MAPTEK FOR SURVEY BY HIGH COUNTRY ENGINEERING JULY 2015. NOTE CONTROL POINT SURVEY IS BASED ON CITY OF GLENWOOD SPRINGS COORDINATE SYSTEM. - -- EXISTING HISTORICAL WASTE AREA .we f i/ • f_. PLATE - 2 PHASE 4 AREA A, B, at C TOP OF LINED AREA LAYOUT SOUTH CANYON SOLID WASTE DISPOSAL SITE GLENWOOD SPRINGS, COLORADO LIENT: City of Glenwood Springs PROJECT: South Canyon 2016 PROJECT N0: 0012016 DATE COMPLETED: 7/2016 DESIGNED BY: AEC APPROVED BY: CJA DRAWN BY: JGN DWG NAME: PLATE 2 SCFL PH -4A -B -C LAYOUT.dwg REV SION: REVISED BY: JGN DATE: 8/2016 0 ISSUED FOR REVIEW REV -EXT TOPO & REV -PH -4B GRADING AEC AMERICAN ENVIRONMENTAL CONSULTING, LLC. 1U / �\ PERMITTED NOTE RECO M --ACTED -C- AY y3R7€R j TI -i E TOE OF THE LA 1,1_,E ter" F1 ELID -----MAY 0C C0F2 DLJ RI?�yCs�EX CA\<ATI0N_ ---NE3TE= �F2E OMELATE R A 6 Li TS _ - Y1--tE TOE L TI E 'ILL FIELD- FI -1-1-1 -AQP-_F20XtMATE TE NAP6_S.+3RY `TER M'I7�ZAT1-Q LCL@ER-NF--AL-I-6A11,..,1EZ. T SEE OTE: P 0I NT LOCATIONS ANS -,E LEV.4T10f4 OUTSIDE 0F THE L1MIT OF LINER ARE ONIL;r' UIDANCE ACTUAL C0 NI TR UCTEEI I IVIS CAN // <<)% -®6360 LEGEND EXISTING 2' CONTOURS EXIST] N' G 10' CONTOURS PHASE 4A CONSTRUCTION CONTOURS SUBGRADE -63.0- PHASE 46 CON STRUCT10 NI CONTOURS SU B GRADE NOTES: 1 _ THE EXTENT OF THE LINER IS BASED ON A s U RN/EY CONoJCTEO AROUND THE LANDFILL AT THE TOE OF THE SLOPES TO DEFNE THE AREA TO BE LINED_ THE ACTUAL AREA MAY BE F IELO FIT AND SURVEYED O PERM !-rfED WASTE LIMITS (1 SSA SRI< 1.1lasi rlg Saquerlca) JULY 2016 SURVEYED EDGE OF TRASH WASTE LIMITS LIMITS PI--IASE 4-A LINED AREA LIMITS PHASE 4-01 LINED AREA EXISTING ROADS PHASE 4A SUBGRADE CONSTRUCTION SURVEY LOCA.TI ON POINT iO 23".•4 5l _ A E G2�c"'ti PHASE 4A VOLUMES S U B G RASE FLOOR VOLUME Cut volume: Fill volume= A 30 60 PrsOxlwewTE s[--.aE ,E1ET) 615.46 cu yrd s_ 1 _61 cu_yrds_ 1 FT_ CITY L 1N ER LAVER VOLUME Fill volume= 771 _92 cu_yrds_ CONTOUR 1NTERVAL= 2' SOURCE: EXISTING CONTOURS SHOWN ARE FR0 P1 AN 1 -SITE 0RIVE LASER SCANNER SURVEY 00 IA LCTCO JULY 9, 201 S BY MAPTEK, LASS ENV 000 00_ AN0 I= 17t E0 TO AEC F00 FOR THE CITY OE 0LENW000 SPRINGS_ CONTROL POINT SURVEY DATA SU PP' LI EO TO MAPTEK FOR SURVEY 6Y 1-1101i COUNTRY ENGINEERING JULY 2015_ NOTE CONTROL POINT SURVEY IS BASED ON CITY OE 0LENW000 SP1=2IN0S 000 R0I NATE S r 5I EAR. - 1=' LATE M_ PLATE - PHASE 4A S U BG RADE GRADING SURVEY PMTS Bc VOLUMES 001JTH CANYON SOIL ID WASTE D15 PO SAL SITE G LEN WOOD SPRINGS, COLORADO CUENT: City of GI®riwooC Spryregs PROJECT: 51...tI-. C.o.-Ivor, 2016 PROJECT NO_ 001 201 6 0E5I01NIE0 BY: AEC DRAWN HY: JGN REVISION 0 ISSUED FOR REVIEW OATS COMPLETE+: 7 201 6 APPROVED er:3A ON V0 NAME: sC I-1 SyyGggpEd REVISE, BY: 1 ra: LkL C A1ViF'R.ICAi�T EIVVII242020414,171;e7,4TA1- CONSULTING, LLC_ MINIMUM 16 -INCHES TIRE SHREDS FROM HASTE MINIMUM 16 -INCHES TIRE SHREDS OVER LINER MINIMUM 16 -INCHES ACIff SOIL C MAXIMUM P \\_ yyyyyyyyyj/\yyy )\y S U BG RAD(%\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\\j\j\\i\�\i\�\i\�\i��%�%�%��%�%�%��j /. //.�/.�/.�/�/,�///\/�% . i. i./A ice/iceice /.�/A /., EXISTING WASTE 8 -OUNCE NONWOVEN GEOTEXTILE CELL 4A CELL 43 Varies CELL 4B CELL 4C SHORT TERN TEMPORARY TERMINATION (GENERAL FILL SOILS FIRMLY COMPACTED TO THE SATISFACTION OF ENGINEER) T RECO*/ Eve/MAXI SUBGRADE EEAC P ASE 4A ATE TOE DRA \ DETAIL 4 \ T.S. PERFORATED PIPE-4—INCH ON CENTER SEE DETAIL FOR PERFORATION PATTERN GRAVEL PACK TO PROTECT PIPE 0 C0 TEV POPA �Y PIPE PE T I- VDORARY TER v \ATI 0\ C E LL B H R V DETAIL 1 \.T S NOTES: 1. THE TEMPORARY TERMINATION BERM WILL BE PLACED BETWEEN PHASES 4A AND 4B AND ALSO BETWEEN PHASES 4 B AND 4C. THE BERM WILL BE REMOVED UPON COMPLETION OF THE PHASE TO ALLOW LEACHATE TO FLOW TO THE COLLECTION PIPE CF1 L 43 ' CELL 4C Ow - SHORT TERN TEMPORARY TERMINATION (GENERAL FILL SOILS FIRMLY COMPACTED, 8c DIMENSIONED TO THE SATISFACTION OF ENGINEER) 6—INCH HDPE PIPE EXTENDING TO THE EXISTING LEACHATE LINE MIN. 1 FOOT BENEATH THE GROUND SURFACE z FIRMLY COMPACTED AFTER BACKFILLING PFO \(SC)) 0 NATIO\ DETAIL 3 NOTES: 1. THE PERFORATIONS WILL BE ROUGHLY 4 INCHES FROM EACH OTHER 2. THE PERFORATIONS WILL BE OFFSET FROM EACH PREVIOUS 4 -INCH SET AND CAN BE HAND -DRILLED SUBGRADE TEVI'3RARY TERVIII\T 0\ BE_ I\V W T DIPI\G DETAIL 2 NOTES: 1. THE GRAVEL PACK WILL EXEND A MINIMUM OF 1 FOOT FROM THE UPGRADIENT SIDE OF THE PIPE AND 2 FEET ON ITHER SIDE OF THE PIPE 2. A MINIMUM OF 2 FEET OF VEL WILL BE PLACED ON THE PIPE. 3. THE REFUSE WILL NOT BE PACED OVER THE GRAVEL PACK 4. PIPE WILL BE PLACED IN A IMPORARY TRENCH IN PHASE 4C TO PROTECT IT. 5. THE CQA ENGINEER SHALL PPROVE THE GRAVEL 6. THE TEMPORARY LEACHAT DRAINAGE PIPE WILL BE PERFORATED INSIDE PHASE 4B FROM THE TOE OF THE TERINATION BERM. THE REMAINDER OF THE PIPE WILL BE SOLID. THE PERFORATION l TTERN WILL BE AS SHOWN IN THE DETAIL OR TO THE DISCRETION OF THE CQA FMNEER. 7. THE PERFORATED PORTIOINF THE TEMPORARY PIPE WILL BE WRAPPED WITH AN 8 OUNCE PER SQ YD NONWOVY GEOTEXTILE. THE MATERIAL SHALL BE APPROVED BY THE CQA ENGINEER. 8. THE LEACHATE COLLECTIC PIPE WILL TIE INTO THE EXISTING LEACHATE PIPE BEFORE THE VALVE NEAR TE MANHOLE. \.T.S. PLATE — 7 PHASE 4A AND 4B DETAILS SOUTH CANYON SOLID WASTE DISPOSAL SITE GLENWOOD SPRINGS, COLORADO CLIENT: City of Glenwood Springs PROJECT: South Canyon 2016 PROJECT N0: 0012016 DESIGNED BY: AEC DATE COMPLETED: 7/2016 APPROVED BY: MHS DRAWN BY: CJA DWG NAME: PLATE 7 SELF PH -4 DETAILS REV SION: REVISED BY: DATE: 0 ISSUED FOR REVIEW AEC AMERICAN ENVIRONMENTAL CONSULTING, LLC.