|
Lu CYA BUILDING APPROX 300' FROM PROPERTY BOUNDARY
<br />z
<br />w a w
<br />C
<br />— FACILITIES LEGEND
<br />\ PERIMETER
<br />FENCE \ I \' :,` PROPOSED FLOOD PLAIN AREA FOR CREEK ALIGNMENT
<br />EXISTING FLOOD PLAIN
<br />a \P FACILITY AREAS
<br />CYA ACCESS ROAD (PAVED) \ `
<br />C
<br />\ DETAIL 10, P7 a ! BORROW AREA
<br />N 50500D
<br />FLOOD CONTROL SOUTH AUSTIN ROAD
<br />GATE EASEMENTX.
<br />`:
<br />SEE NOTE 1
<br />,.y
<br />GATE ENTRANCE GATE
<br />BRIDGE RIPRAP
<br />- - — N, `
<br />v zOR
<br />110 —
<br />pC co
<br />PS 100 -
<br />xFL`A1JDFILLyF "�
<br />70
<br />URFACE
<br />—90
<br />80
<br />—60
<br />50
<br />Y
<br />1n
<br />BOUNDARY
<br />FOR FACILITY
<br />N 502000
<br />o - o
<br />W o:
<br />P n'
<br />aaaaaaa:aass:znznnzzn_aasazaaH
<br />PERIMETER ACCESS ROAD
<br />SEE DETAIL 6, DWG P7
<br />GROUNDWATER TREATMENT FACILITY
<br />-EXISTING LITTLE JOHNS CREEK ALIGNMENT
<br />�,• .\ \
<br />TO BE RELOCATED AS SHOWN)
<br />\� `\171
<br />35
<br />�. .+ EXISTING` _: ��,• { ^
<br />-NEW SCALE FACILITY
<br />._.,, SCALE„w.
<br />SGP -12 FACILITY LEGAL PROPERTY BOUNDARY FOR FACILITY
<br />,.,..., r' �� � /� °
<br />(TO BE LEGEND
<br />REMOVED)
<br />` ^ I B-1 TWINING LABORATORIES, INC. SOILS REPORT
<br />1 I BORING HOLE (10/24/91)
<br />M O 1 EXISTING MONITORING WELL
<br />1Y d
<br />EW-1
<br />® N SD&XISTING EXTRACTION WELL
<br />WI°LOLIFE;
<br />SGP -1T EXISTING GAS PROBE
<br />PRESERVE r= P -P/6\ PROPOSED GAS MONITORING PROBE (APPROX LOCATION)
<br />It
<br />G
<br />o
<br />-w...,
<br />MW -P PROPOSED GROUNDWATER MONITORING WELL (APPROX LOCATION)
<br />GP -P I, ____;____= LEACHATE AND GAS HEADER MAINS
<br />SGP- 0— , — -- - —LEGAL PROPERTY BOUNDARY FOR FACILITY
<br />60 — ••— PERIMETER SURFACE WATER DITCH
<br />70
<br />f y,/ 80 -< FINAL CLOSURE SURFACE WATER DITCH
<br />.Y� 90 I�
<br />100 -X--X FENCE
<br />10
<br />EXISTING UTILITY POLE
<br />120 SECTION CORNER QROF /9 ,�
<br />LANDFILL ACCESS ROAD
<br />a yo.,45977 /, A y 11=11'!)
<br />:^ EE
<br />31761
<br />�T9lF
<br />'
<br />Or CAL
<br />............. N 503000
<br />-- PERIMETER ACCESS/ 1EXPIRES.. 10-21-97
<br />MAINTENANCE ROAD
<br />SURFACE YfATER DITCH ON BENCH, TYP
<br />EXISTING RESIDENCE, REMOVED FOR PHASE IV
<br />EXISTING RESIDENCE
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<br />ess
<br />.,.:... GP— op—
<br />INK .S3
<br />°' _. ........ ...... _......:. .__,.... A•PN ten-,.
<br />LANDFILL ACCESS ROAD, TYP`”
<br />Pa 20' EASEMENT
<br />30' FENCE
<br />OFFSET FROM EXISTING FORWARD LANDFILL OFFICE
<br />GRAPHIC SCALE: PROPERTY BOUNDARY SAN JOAQUIN COUNTY
<br />......... BRASS CAP IN MON. BOX ...... N 502000
<br />200 0 200 400
<br />1 " - 200'
<br />a�
<br />ISSUED FOR AUSTIN ROAD LANDFILL EXPANSION
<br />REPORT OF DISPOSAL SITE INFORMATION
<br />NOVEMBER, 1996 - NOT FOR CONSTRUCTION
<br />NOTES: SAR01019
<br />1. MINIMUM FLOOD PLAIN EASEMENT EACH SIDE
<br />OF CREEK PER SAN JOAQUIN COUNTY FLOOD
<br />w w
<br />CONTROL REQUIREMENTS.
<br />2. LITTLE JOHNS CREEK REALIGNMENT BASED
<br />ON CONCEPTUAL DESIGN FROM "WETLAND
<br />t A
<br />MITIGATION AND MONITORING PLAN FOR THE
<br />N 500000
<br />AUSTIN ROAD LANDFILL EXPANSION"; (U.S.
<br />ARMY CORPS OF ENGINEERS FILE 199400974),
<br />FIGURE 3-2, MITIGATION CONCEPT PLAN.
<br />3. FOR SITE DIMENSIONS SEE RECORD
<br />SURVEY, DATED JANUARY, 1992, FILED
<br />ps
<br />22ND MAY, 1992, IN BOOK 32 OF SURVEYS,
<br />AT PAGE 69, BY THE COUNTY RECORDER OF
<br />SAN JOAQUIN.
<br />so 'iI
<br />- SAN JOAQUIN COUNTY
<br />. BENCH MARK
<br />MON. NO. 1049,
<br />ELEV 44.256
<br />(APPROX LOC)
<br />— FACILITIES LEGEND
<br />\ PERIMETER
<br />FENCE \ I \' :,` PROPOSED FLOOD PLAIN AREA FOR CREEK ALIGNMENT
<br />EXISTING FLOOD PLAIN
<br />a \P FACILITY AREAS
<br />CYA ACCESS ROAD (PAVED) \ `
<br />C
<br />\ DETAIL 10, P7 a ! BORROW AREA
<br />N 50500D
<br />FLOOD CONTROL SOUTH AUSTIN ROAD
<br />GATE EASEMENTX.
<br />`:
<br />SEE NOTE 1
<br />,.y
<br />GATE ENTRANCE GATE
<br />BRIDGE RIPRAP
<br />- - — N, `
<br />v zOR
<br />110 —
<br />pC co
<br />PS 100 -
<br />xFL`A1JDFILLyF "�
<br />70
<br />URFACE
<br />—90
<br />80
<br />—60
<br />50
<br />Y
<br />1n
<br />BOUNDARY
<br />FOR FACILITY
<br />N 502000
<br />o - o
<br />W o:
<br />P n'
<br />aaaaaaa:aass:znznnzzn_aasazaaH
<br />PERIMETER ACCESS ROAD
<br />SEE DETAIL 6, DWG P7
<br />GROUNDWATER TREATMENT FACILITY
<br />-EXISTING LITTLE JOHNS CREEK ALIGNMENT
<br />�,• .\ \
<br />TO BE RELOCATED AS SHOWN)
<br />\� `\171
<br />35
<br />�. .+ EXISTING` _: ��,• { ^
<br />-NEW SCALE FACILITY
<br />._.,, SCALE„w.
<br />SGP -12 FACILITY LEGAL PROPERTY BOUNDARY FOR FACILITY
<br />,.,..., r' �� � /� °
<br />(TO BE LEGEND
<br />REMOVED)
<br />` ^ I B-1 TWINING LABORATORIES, INC. SOILS REPORT
<br />1 I BORING HOLE (10/24/91)
<br />M O 1 EXISTING MONITORING WELL
<br />1Y d
<br />EW-1
<br />® N SD&XISTING EXTRACTION WELL
<br />WI°LOLIFE;
<br />SGP -1T EXISTING GAS PROBE
<br />PRESERVE r= P -P/6\ PROPOSED GAS MONITORING PROBE (APPROX LOCATION)
<br />It
<br />G
<br />o
<br />-w...,
<br />MW -P PROPOSED GROUNDWATER MONITORING WELL (APPROX LOCATION)
<br />GP -P I, ____;____= LEACHATE AND GAS HEADER MAINS
<br />SGP- 0— , — -- - —LEGAL PROPERTY BOUNDARY FOR FACILITY
<br />60 — ••— PERIMETER SURFACE WATER DITCH
<br />70
<br />f y,/ 80 -< FINAL CLOSURE SURFACE WATER DITCH
<br />.Y� 90 I�
<br />100 -X--X FENCE
<br />10
<br />EXISTING UTILITY POLE
<br />120 SECTION CORNER QROF /9 ,�
<br />LANDFILL ACCESS ROAD
<br />a yo.,45977 /, A y 11=11'!)
<br />:^ EE
<br />31761
<br />�T9lF
<br />'
<br />Or CAL
<br />............. N 503000
<br />-- PERIMETER ACCESS/ 1EXPIRES.. 10-21-97
<br />MAINTENANCE ROAD
<br />SURFACE YfATER DITCH ON BENCH, TYP
<br />EXISTING RESIDENCE, REMOVED FOR PHASE IV
<br />EXISTING RESIDENCE
<br />j npa saszznzezzzsauaaaaua.afaasnz-�zzzasfaaaaaassascsase_n__---a s acnznaaa:aaaasaaaura affszzzzzzzzzzassaaaazaaaaazzzzzzzzzaas:araaoaaus szzzzzzzzzzzzzzz-z
<br />ess
<br />.,.:... GP— op—
<br />INK .S3
<br />°' _. ........ ...... _......:. .__,.... A•PN ten-,.
<br />LANDFILL ACCESS ROAD, TYP`”
<br />Pa 20' EASEMENT
<br />30' FENCE
<br />OFFSET FROM EXISTING FORWARD LANDFILL OFFICE
<br />GRAPHIC SCALE: PROPERTY BOUNDARY SAN JOAQUIN COUNTY
<br />......... BRASS CAP IN MON. BOX ...... N 502000
<br />200 0 200 400
<br />1 " - 200'
<br />a�
<br />ISSUED FOR AUSTIN ROAD LANDFILL EXPANSION
<br />REPORT OF DISPOSAL SITE INFORMATION
<br />NOVEMBER, 1996 - NOT FOR CONSTRUCTION
<br />
|