C04c Attachment 3 Drawings 1240LT26Q0107.pdf
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- Solicitation number
- 1240LT26Q0107
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a comprehensive set of construction design drawings for the Crystal Lakes Water and Septic Resuscitation Project located at 10553 Highway 24 S, Leadville, Colorado 80461, on Pike-San Isabel National Forests & Cimarron and Comanche National Grasslands property managed by the U.S. Forest Service Rocky Mountain Region.
The project encompasses water system and septic system improvements for the Crystal Lakes Work Center and associated dwellings. Water system work includes installation of approximately 917 feet of new 2-inch HDPE waterline from station 0+00 to 9+17, with directional drilling and sleeving under Highway 24 from stations 3+75 to 5+25. The waterline will supply two dwellings, a bunkhouse, and a shop, with a dual-stage boost pump system (Grundfos Hydros MPC-E 2 CRE 3-11) providing 1-30 gallons per minute flow capacity. Water treatment includes baffle tanks, pre-filtering, chlorine injection, and dual 230-gallon storage tanks. Septic system improvements involve installation of multiple septic tanks: a 1,500-gallon three-compartment pump tank for Dwelling 1 & 2, a 1,000-gallon two-compartment tank for the shop and bunkhouse, and associated sand filters with graveless chambers. The project includes demolition of abandoned wells and waterlines, electrical upgrades to 200-amp service for Dwelling 1, new driveway aggregate surfacing with three new gate posts, and utility line relocation and coordination with Colorado Department of Transportation (CDOT). The drawings were approved by multiple Forest Service personnel and are dated May 2026, consisting of 19 sheets with detailed site plans, profiles, specifications, and construction details.
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DATE
RECOMMENDED BY:
FOREST ENGINEER
PROJECT MANAGER
REGIONAL ENGINEER
FOREST SUPERVISOR
ENGINEERING/REGIONAL SPECIALIST
I HAVE REVIEWED THE TECHNICAL ASPECTS OF THESE DRAWINGS:
APPROVED BY:
THESE DRAWINGS COMPLY WITH THE FOREST PLAN AND PROJECT
SPECIFIC NEPA DOCUMENTATION:
DATE
DATE
DATE
DATE
PROJECT LOCATION
TITLE SHEET
EXISTING SITE SURVEY
SITE PLAN: CRYSTAL LAKES WORK CENTER WATERLINE
PIPE PROFILE
PROCESS FLOW (DWELLING 1)
WELL AND PLUMBING DETAIL
BOOST PUMP DETAIL
SITE DEMOLITION PLAN
DWELLING 1 ELECTRICAL
SITE PLAN: CRYSTAL LAKES WORK CENTER SEPTIC
SITE PLAN: DWELLING 1 & 2 SEPTIC
SITE PLAN: SHOP AND BUNKHOUSE SEPTIC
SECTION VIEW: DWELLING 1 AND 2 SEWER
DETAILS: SEPTIC TANKS
DETAILS: SAND FILTER
DETAILS: CLEANOUT AND TRENCH
DRIVEWAY AND ASPHALT REMOVAL
T1.0 C1.0 C1.1 C1.2 C1.
D1.1 D1.2
CD1.0
E1.1 C2.1 C2.2 C2.3 C2.4 D2.1 D2.2 D2.3 C3.1
D3.1 DRIVEWAY AND GATE DETAILS AND NOTES
INDEX
SHEET SHEET
SUB
TITLE OF SHEET
PIKE-SAN ISABEL NATIONAL FORESTS &
CIMARRON AND COMANCHE NATIONAL GRASSLAND
LAKE COUNTY, COLORADO
CRYSTAL LAKES WATER AND
SEPTIC RESUSCITATION
PROJECT
LOCATION
PROJECT
LOCATION
PROJECT ADDRESS:
10553 HWY 24 S
LEADVILLE CO, 80461
LATITUDE: 39.1937
LONGITUDE: -106.3368
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
(R02)
ROCKY MOUNTAIN
Crystal Lakes Water and Septic
Systems Resuscitation
Pike-San Isabel National Forests & Cimarron and
Comanche National Grasslands
LEADVILLE RANGER DISTRICT
C. HOGENAUER
C. HOGENAUER
P. KRIEBLE
TITLE SHEET
01 18
T1.0
LANDON WIGTON Digitally signed by LANDON WIGTON Date: 2026.05.18 12:37:37 -06'00'
PHILLIP KRIEBLE Digitally signed by PHILLIP KRIEBLE Date: 2026.05.18 12:16:32 -06'00'
GERARDO CHAVARRIA Digitally signed by GERARDO CHAVARRIA Date: 2026.05.21 11:35:53 -06'00'
RYAN NEHL Digitally signed by RYAN NEHL Date: 2026.05.18 16:23:42 -06'00'
CORRINE KEGEL Digitally signed by CORRINE KEGEL Date: 2026.05.21 16:08:33 -06'00'
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35 9440
45 94
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SHOP
PROPANE
CONCRETE PAD
ABANDONED 1972
OVERFLOW LINE
LEACH
FIELD
BOILER
SNOW
FENCE
SNOW
FENCE
WATER
VAULT
ELECTRIC
METER
BREAKER BOX
PANEL
ELECTRIC
TRANSFORMER
CORRAL
ABANDONED
LIVESTOCK
PENS
ABANDONED
IRRIGATION
DITCH
ABANDONED
WATER TANK WATER
MANHOLE
DOCK
LIVE SPRING
CLEAN OUT
GATE
W W
W
W
W
W
W
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TELEPHONE
PEDESTAL
ABANDONED
1972 WATERINE
750 GAL
SEPTIC
TANK
RAILROAD TIE
LANDSCAPING
2,000 GAL
SEPTIC
TANK
ABANDONED
OVERFLOW
DRAIN LINE
ABANDONED
IRRIGATION DITCH
ABANDONED 2001
WATERLINE
WETLAND
LEACH
FIELD
GATE
GATE
T
T
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T
T
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T
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24" CMP
HIGHW
AY 24
W
W
ABANDONED 1972
WATERLINE
2" PVC
RISER
UNDERGOUND
ELECTRIC CONDUIT
ABANDONED
WATER TANK
DWELLING 1
DWELLING 2
GARAGE
GARAGE
LEACH FIELD
1250 GALLON
SEPTIC TANK
BUNK HOUSE
STORAGE
PROPANE
APPROX.
LOCATION OF
1972 WATERLINE
APPROXIMATE LOCATION
UNDERGROUND TEL COM
CONCRETE
PAD
15" CMP
ABANDONED 2001
WATERLINE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/2 3/2
6 1 3:
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(R02)
ROCKY MOUNTAIN
CRYSTAL LAKE
WATER WATER
AND SEPTIC
SYSTEMS
RESUSCITATION
Pike-San Isable National
Forests and Cimarron and Comanche National
Grasslands
LEADVILLE RANGER DISTRICT
EXISTING SITE SURVEY
05/18/2026
L. WIGTON
S.CRAIG
P. KRIEBLE
C1.0 02 19
SURVEY CONTROL
POINT # NORTHING EASTING ELEVATION DESCRIPTION
1 1496825.64 2763635.01 9460.41 CP1 SPIKE
2 1496694.61 2763537.47 9455.27 CP2 SPIKE
3 1496874.77 2763500.04 9454.71 CP3 SPIKE
4 1496933.94 2763755.56 9467.16 CP4 SPIKE
CDOT CONTROL
POINT # NORTHING EASTING ELEVATION DESCRIPTION
7021 1496455.36 2763413.84 9448.64 CDOT ROW MON
7049 1496456.22 2763293.93 9442.66 CDOT ROW MON
7209 1496671.09 2763157.64 9433.50 COT CONTROL MP182.2
NOTE: THIS TOPOGRAPHIC SURVEY WAS CONDUCTED AT THE CRYSTAL LAKES WORK
CENTER IN SECTION 9, T. 10 S., R. 80 W., OF THE SIXTH PRINCIPAL MERIDIAN BY SCOTT
CRAIG, FOREST SURVEY CREW CHIEF, ON SEPTEMBER 24TH, 2024. DATA WAS
COLLECTED USING A TRIMBLE R12i RTK SURVEY GRADE GPS SYSTEM IN NAD '83, COLORADO STATE PLANE CENTRAL. THE SURVEY WAS REQUESTED BY PHIL KRIEBLE, FOREST ENGINEER, TO IDENTIFY A BORED WATERLINE CROSSING UNDER STATE
HIGHWAY 24 AND CREATE A PLAN AND PROFILE DRAWING FOR CDOT PERMITTING.
SOME OF THE UTILITIES WERE NOT LOCATED IN THE FIELD AND ARE DRAWN BASED ON
FIELD EVIDENCE AND THE 1972, 2001 AND 2006 CRYSTAL LAKES ENGINEERING PLAN
SETS. THERE IS A DISCREPANCY OF THE LEACH FIELD LOCATION SOUTHWEST OF
HOUSE #2 BETWEEN THE 1972 AND 2006 PLAN SETS. THE LEACH FIELD LOCATION WAS
DRAWN PER THE 1972 PLAN SET.
THE TERMINUS OF THE ABANDONED 2001 WATERLINE THAT CROSSES HIGHWAY 24 IS
UNKNOWN BUT COULD HAVE CONNECTED TO THE NEARBY WATER METER THAT WAS
INSTALLED IN 1972.
W W
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E E
G G
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OE
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WATER
SEWER
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGOUND TELECOM
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
BARB WIRE FENCE
WOOD FENCE
CHAIN LINK FENCE
WELL
POWER POLE
GUY POLE
SEWER MANHOLE
WATER SPIGOT
LEGEND
WATER VALVE
WATER METER
T T
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45 94
E
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LEACHFIELD
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APPROX. 100 FEET C-DOT ROW
0+00 BEGIN WATERLINE INSTALL
N: 1496422.7' E: 2762847.8'
3+75 BEGIN DIRECTION DRILL W/
SLEEVE
N: 1496578.5' E: 2763190.7'
5+25 END DIRECTIONAL DRILLING
W/ SLEEVE
N: 1496644.2' E: 2763323.4'
9+17 END WATERLINE INSTALL
N: 1496817.4' E: 2763674.7'
0+00 1+00
2+00 3+00
4+00
5+00
6+00
7+00
8+00
9+009+17
10.0' DWELLING 1
DWELLING 2
HIGHWAY 24
BUNKHOUSE
SHOP
CONNECTION TO EXISTING
BUNKHOUSE WATERLINE,
SEE DRAWING SHEET D1.1
EXISTING 2 INCH PVC
WATERLINE
E E
E
NEW UNDERGROUND
ELECTRICAL SERVICE
LINES
PROPANE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 1 2:
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C1.1
(R02)
ROCKY MOUNTAIN
CRYSTAL LAKES
WATER AND
SEPTIC SYSTEMS
RESUSCITATION
PIKE-SAN ISABEL
NATIONAL FORESTS &
CINARRON AND
COMANCHE NATIONAL
GRASSLANDS
LEADVILLE RANGER DISTRICT
CRYSTAL LAKES WORK
CENTER WATERLINE
05/18/2026
L. WIGTON
L. WIGTON
P. KRIEBLE
03 19
W
S
E
T
OE
X
EXISTING WATERLINE
SEWER
UNDERGROUND ELECTRIC
UNDERGOUND TELECOM
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
BARB WIRE FENCE
WOOD FENCE
CHAIN LINK FENCE
WELL
POWER POLE
GUY POLE
SEWER MANHOLE
WATER SPIGOT
LEGEND
WATER VALVE
WATER METER
T
EXCAVATION AND STAGING AREAS
W NEW 2 INCH HDPE WATERLINE
Feet
A SITE PLAN: WATERLINE INSTALL
C-1.1 SCALE 1"=100' (PLOTTED 11"X17")
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1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SITE CONDITIONS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SITE CONDITIONS PRIOR TO CONSTRUCTION, INCLUDING ELEVATIONS AT CROSSING LOCATIONS WITH PROPOSED UTILITIES OR IMPROVEMENTS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCY OR CONFLICT. 2. DRINKING WATER LINE SHALL BE AT LEAST 25 FEET FROM ANY LEACH FIELD DRINKING WATER LINE SHALL BE AT LEAST 25 FEET FROM ANY LEACH FIELD 3. THE CONTRACTOR SHALL ACQUIRE A SPECIAL USE PERMIT FROM THE COLORADO DEPARTMENT OF TRANSPORTATION THE CONTRACTOR SHALL ACQUIRE A SPECIAL USE PERMIT FROM THE COLORADO DEPARTMENT OF TRANSPORTATION FOR THE WATER LINE CROSSING OF HIGHWAY 24. THE CONTRACTOR SHALL PROVIDE A SUBSURFACE UTILITY ENGINEERING (SUE) PLAN, INCLUDING ANY NECESSARY SURVEYING, UTILITY LOCATING, AND UTILITY POTHOLING, AS A PART OF THE PERMIT APPLICATION IN ACCORDANCE WITH CDOT AND STATE OF COLORADO REQUIREMENTS TO ACCURATELY IDENTIFY ALL EXISTING UTILITIES WITHIN THE HIGHWAY 24 RIGHT OF WAY RELEVANT TO THE PROPOSED UTILITY CROSSING. 4. UTILITIES ON GOVERNMENT PROPERTY IDENTIFIED AS ABANDONED CAN BE REMOVED IF ENCOUNTERED. PLUG EACH UTILITIES ON GOVERNMENT PROPERTY IDENTIFIED AS ABANDONED CAN BE REMOVED IF ENCOUNTERED. PLUG EACH OPEN END OF ANY REMOVED SECTION. 5. WATERLINE INSTALLATION METHODS SHALL BE AS FOLLOWS: WATERLINE INSTALLATION METHODS SHALL BE AS FOLLOWS: 5.1. 0+00 to 3+75 -INSTALL BY TRENCHING OR DIRECTIONAL DRILLING ON FOREST SERVICE PROPERTY 0+00 to 3+75 -INSTALL BY TRENCHING OR DIRECTIONAL DRILLING ON FOREST SERVICE PROPERTY 5.2. 3+75 to 5+25 -INSTALL BY DIRECTIONAL DRILLING ACROSS CDOT RIGHT OF WAY 3+75 to 5+25 -INSTALL BY DIRECTIONAL DRILLING ACROSS CDOT RIGHT OF WAY 5.3. 5+25 to 9+13 -INSTALL BY TRENCHING OR DIRECTIONAL DRILLING ON FOREST SERVICE PROPERTY 5+25 to 9+13 -INSTALL BY TRENCHING OR DIRECTIONAL DRILLING ON FOREST SERVICE PROPERTY 6. ALL WORK FOR DIRECTIONAL DRILLING ACROSS HIGHWAY 24 ROW SHALL BE ACCOMPLISHED FROM OUTSIDE THE ALL WORK FOR DIRECTIONAL DRILLING ACROSS HIGHWAY 24 ROW SHALL BE ACCOMPLISHED FROM OUTSIDE THE EXISTING FENCES. ALL OTHER UTILITY INSTALLATIONS ON FOREST SERVICE PROPERTY MAY BE ACCOMPLISHED BY TRENCHING OR DIRECTIONAL DRILLING AT THE CONTRACTOR'S DISCRETION. 7. MATERIAL STORAGE, STAGING, AND EXCAVATION ACTIVITIES SHALL BE LIMITED TO EXISTING DRIVEWAY AND PARKING MATERIAL STORAGE, STAGING, AND EXCAVATION ACTIVITIES SHALL BE LIMITED TO EXISTING DRIVEWAY AND PARKING AREAS AS WELL AS AREAS IDENTIFIED HEREON. NO GROUND DISTURBANCE SHALL BE ALLOWED OUTSIDE THESE AREAS WITHOUT WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. 8. TEST PIT EXCAVATIONS WERE CONDUCTED ON MARCH 18TH, 2026. REFER TO ATTACHMENT 03 FOR LOCATIONS AND TEST PIT EXCAVATIONS WERE CONDUCTED ON MARCH 18TH, 2026. REFER TO ATTACHMENT 03 FOR LOCATIONS AND PHOTOS OF SOIL CONDITIONS. 9. ALL WORK FOR DIRECTIONAL DRILLING ACROSS THE HIGHWAY 24 ROW SHALL BE ACCOMPLISHED FROM OUTSIDE THE ALL WORK FOR DIRECTIONAL DRILLING ACROSS THE HIGHWAY 24 ROW SHALL BE ACCOMPLISHED FROM OUTSIDE THE EXISTING FENCES. ALL OTHER UTILITY INSTALLATIONS ON FOREST SERVICE PROPERTY MAY BE ACCOMPLISHED BY TRENCHING OR DIRECTIONAL DRILLING AT THE CONTRACTOR'S DISCRETION.
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STATION (FEET)
2 INCH HDPE WATERLINE PROFILE
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
2 INCH HDPE WATERLINE PROFILE
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+009+17
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 1 2:
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C1.2
(R02)
ROCKY MOUNTAIN
CRYSTAL LAKES
WATER AND
SEPTIC SYSTEMS
RESUSCITATION
PIKE-SAN ISABEL
NATIONAL FORESTS &
CINARRON AND
COMANCHE NATIONAL
GRASSLANDS
LEADVILLE DISTRICT
PIPE PROFILE
05/18/2026
L. WIGTON
L. WIGTON
P. KRIEBLE
04 19
NOTES:
1. THE 2 INCH HDPE PIPE MUST BE SLEEVED UNDER CO HIGHWAY 24 CROSSING. A 4 INCH
HDPE PIPE SHALL BE USED TO SLEEVE THE 2 INCH WATERLINE FROM STATION 3+75 TO
STATION 5+25. THE CONSTRUCTION PLAN MUST BE APPROVED BY C-DOT AND THE CO/COR.
2. MINIMUM COVER OVER WATERLINE SHALL BE 10 FEET UNLESS NOTED OTHERWISE.
ELEVATION TABLE
STATION
ELEVATION-
GROUND
(FT)
ELEVATION-
PIPE (FT) PIPE DEPTH (FT)
0+00 9428.5 9418.5 10.0
1+00 9428.5 9418.5 10.0 2+00 9430.1 9420.1 10.0 3+00 9431.2 9421.2 10.0 3+75 9436.9 9424.9 12.0 4+00 9438.7 9426.3 12.4 5+00 9446.5 9432.1 14.5 5+25 9447.5 9434.0 13.5 6+00 9449.9 9439.9 10.0 7+00 9454.2 9442.0 12.2 8+00 9457.9 9447.8 10.1 9+00 9461.8 9451.8 10.0
9+17 9462.8 TBD
EXISTING
PIPE
TBD EXISTING
PIPE
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BAFFLE
TANK
(Model
BF120)
119 gallons
BAFFLE
TANK
(Model
BF120)
119 gallons
1-1/4 INCH
SCH 80 PVC
2 INCH SCH
80 PVC
2 INCH SCH
80 PVC
BALL
VALVE
BALL
VALVE
BALL
VALVE
VACUUM
BREAKER
VALVE
VACUUM
BREAKER
VALVE
CHECK
VALVE
CHECK
VALVE
PRE-
FILTER
TO FLOOR
DRAIN
TO FLOOR
DRAIN
TO FLOOR
DRAIN
FILTERED
WATER
SAMPLE PORT
CHLORINE
INJECTION
PUMP
STENNER
45MJH2
SOLUTION
TANK
WATERMETER
DOUBLE
CHECK
VALVE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
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C1.3
(R02)
ROCKY MOUNTAIN
CRYSTAL LAKES
WATER AND
SEPTIC SYSTEMS
RESUSCITATION
PIKE-SAN ISABEL
NATIONAL FORESTS &
CINARRON AND
COMANCHE NATIONAL
GRASSLANDS
LEADVILLE DISTRICT
PROCESS FLOW
(DWELLING 1)
05/18/2026
L. WIGTON
L. WIGTON
P. KRIEBLE
04 19
AutoCAD SHX Text WATER TANK 230VTFWB 230 gallons
AutoCAD SHX Text WATER TANK 230VTFWB 230 gallons
AutoCAD SHX Text
2" SCH 80 PVC
AutoCAD SHX Text
DUEL STAGE BOOST PUMP (30 GPM)
AutoCAD SHX Text PRESSURE TANK Amtrol WELLXTROL WX-350 119 gallons
AutoCAD SHX Text
BALL VALVE
AutoCAD SHX Text
ADAPTER (2" SCH80 PVC TO 2" HDPE)
AutoCAD SHX Text
2 INCH HDPE TO BUNKHOUSE & SHOP
AutoCAD SHX Text
1-1/2 INCH HDPE TO OTHER DWELLING (AKA BLUE HOUSE)
AutoCAD SHX Text
34 INCH COPPER PIPE TO THE INTERIOR OF DWELLING 1 (AKA BROWN HOUSE)
AutoCAD SHX Text
REDUCING ADAPTER (2" SCH80 PVC TO 1-1/2" HDPE)
AutoCAD SHX Text
REDUCING ADAPTER (2"SCH80 PVC TO 34"COPPER)
AutoCAD SHX Text
2" SCH 80 PVC
AutoCAD SHX Text
2" SCH 80 PVC
AutoCAD SHX Text
2" SCH 80 PVC
AutoCAD SHX Text
2" SCH 80 PVC
AutoCAD SHX Text GRUNDFOS MODEL Hydro MPC-E 2 CRE 3-11
AutoCAD SHX Text
1. EXISTING TREATMENT SHOWN IN GRAYSCALE (PLUMBED IN 1-1/4, 1-1/2 AND 2 INCH EXISTING TREATMENT SHOWN IN GRAYSCALE (PLUMBED IN 1-1/4, 1-1/2 AND 2 INCH SCHEDULE 80 PVC). 2. WATER STORAGE TANKS (230VTFWB) MUST BE PLUMBED IN PARALLEL USING 2 INCH WATER STORAGE TANKS (230VTFWB) MUST BE PLUMBED IN PARALLEL USING 2 INCH SCHEDULE 80 PVC. 3. FLOATS INSIDE ONE OF THE STORAGE TANKS WILL CONTROL THE WELL PUMP. WELL FLOATS INSIDE ONE OF THE STORAGE TANKS WILL CONTROL THE WELL PUMP. WELL PUMP MUST BE ENERGIZED WHEN THE TANKS ARE FULL AND DEENERGIZE WHEN 23 FULL AND DEENERGIZE WHEN FULL. 4. DUEL STAGE BOOST PUMP WILL BE PLUMBED AFTER THE STORAGE TANKS (IN DUEL STAGE BOOST PUMP WILL BE PLUMBED AFTER THE STORAGE TANKS (IN PARALLEL) TO ATTAIN 15 GPM NORMAL OPERATION AND 30 GPM DURING PEAK OPERATION 5. PRESSURE TANK (WX-350) INSTALLED AT THE END OF THE PROCESS FLOW AND PRESSURE TANK (WX-350) INSTALLED AT THE END OF THE PROCESS FLOW AND DISTRIBUTION WILL SEPARATE AS SHOWN 6. INSTALL PRESSURE RELIEF VALVE (PRV) SET TO 100 PSI (ASME COMPLIANT FAST INSTALL PRESSURE RELIEF VALVE (PRV) SET TO 100 PSI (ASME COMPLIANT FAST ACTING PART # 6270T261) AFTER WELL PUMP. THE PRV INLET OF 1-1/2" AND RELIEF DISCHARGE OF 2". OUTLET MUST BE PLUMBED TO THE EXTERIOR OF THE BUILDING USING 2" SCHEDULE 80 PVC. 7. INSTALL PRESSURE RELIEF VALVE (PRV) SET TO 125 PSI (ASME COMPLIANT FAST INSTALL PRESSURE RELIEF VALVE (PRV) SET TO 125 PSI (ASME COMPLIANT FAST ACTING PART # 6270T261) AFTER BOOST PUMP. THE PRV INLET OF 1-1/2" AND RELIEF DISCHARGE OF 2". OUTLET MUST BE PLUMBED TO THE EXTERIOR OF THE BUILDING USING 2" SCHEDULE 80 PVC
AutoCAD SHX Text
PRESSURE GAUGE
AutoCAD SHX Text
CHECK VALVE
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
FLOW LIMITER
AutoCAD SHX Text
DISCHARGE PORT
AutoCAD SHX Text
BALL VALVE
AutoCAD SHX Text
RELIEF VALVE
AutoCAD SHX Text
PUMP
AutoCAD SHX Text
SOLENOID VALVE
AutoCAD SHX Text
VACUUM BREAKER
AutoCAD SHX Text
BALL VALVE
AutoCAD SHX Text
BALL VALVE
AutoCAD SHX Text
1-1/2" SCH 80 PVC
AutoCAD SHX Text
1.5 INCH HDPE SUPPLY FROM WELL
AutoCAD SHX Text
RAW WATER SAMPLE PORT
AutoCAD SHX Text
FLOW LIMITER 15GPM
AutoCAD SHX Text
TREATED WATER SAMPLE PORT
AutoCAD SHX Text
TREATED WATER SAMPLE PORT
AutoCAD SHX Text
PLUMB TO FLOOR DRAIN
AutoCAD SHX Text
2 INCH SCH 80 PVC
AutoCAD SHX Text
ADAPTER 1.5 INCH HDPE TO 1.5 INCH SCH 80 PVC
AutoCAD SHX Text
PRV SET TO 100PSI
AutoCAD SHX Text
PRV SET TO 125PSI
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18"x18"x4" THICK CONCRETE PAD.
SCRIBE THE WORD "OPEN" IN
CONCRETE W/ DIRECTION ARROW
5.0'
THREADED PIPE CAP
2" G.S.P. 12" LONG
2" SCH 40 PVC
5.0'
UNION - INSTALL 3" FROM
VALVE (TYP. BOTH SIDES)
(OMIT IF VALVE FLANGED)
CURB STOP VALVE W/
MINNEAPOLIS PATTERN
22.5 DEGREE
ELBOW
2 INCH
ADAPTER
FEMALE HDPE X
FEMALE PVC
SOCKET
2 INCH SCH 80 UNION
FEMALE PVC SOCKET
2 INCH SCH 80 PVC TEE
EXISTING 2 INCH
SCH 40 PVC TO
BUNKHOUSE (UP TO
30 GPM)
EXISTING 2 INCH
SCH 40 PVC
TO SHOP
2 INCH PVC CURB STOP
(MINNEAPOLIS STYLE)
2 INCH PVC CURB
STOP (MINNEAPOLIS
STYLE)
2 INCH SCH 80 UNION
FEMALE PVC SOCKET
5.0'2 INCH SCH 80 UNION
FEMALE PVC SOCKET
2 INCH PVC
CURB
STOP
(MINNEAPOLIS
STYLE)
2 INCH HDPE WATERLINE FROM
TREATMENT SYSTEM
VENTED SANITARY WELL CAP
JUNCTION BOX
1" RGC CONDUIT
PUMP INTAKE
SET PUMP 100 FEET
BELOW EXISTING
CASING
CHECK VALVE
MINIMUM 5"Ø PVC INNER CASING IN
CONSOLIDATED SOILS.
6"Ø STEEL CASING IN
UNCONSOLIDATED SOILS.
5.0' FT MIN
PITLESS ADAPTER
2" HDPE
G.S.P. TO PVC CONNECTOR
2'-0" FROM TOP
OF WELL CASING
TO CONCRETE
SLAB
WATER STOP
GROUND
SURFACE
ELECTRICAL CABLE. LEAVE
ENOUGH SLACK TO
ADJUST PUMP TO FULL
DEPTH OF WELL
NEW GALVANIZED
STEEL PIPE WITH CAP
1-1/4" PVC DROP PIPE
TO
EXISTING
WATER
TREATMENT
BUILDING
5'-0" x 5'-0" x 5" THICK CONCRETE SLAB.
SLOPE TO DRAIN AWAY FROM CASING
STEEL SURFACE CASING (MINIMUM
20 LONG) 6"Ø IN UNCONSOLIDATED
SOILS 8"Ø IN CONSOLIDATED SOILS
MINIMUM 10'-0"
SURFACE CASING
AND INNER
CASING OVERLAP
IF CASING
DIAMETER IS NOT
A CONSTANT
DIAMETER
STATIC
WATER
LEVEL
50 FEET
BELOW TOP
OF CASING
NOTES:
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 1 2:
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W G
D1.1
(R02)
ROCKY MOUNTAIN
CRYSTAL LAKES
WATER AND
SEPTIC SYSTEMS
RESUSCITATION
PIKE-SAN ISABEL
NATIONAL FORESTS &
CINARRON AND
COMANCHE NATIONAL
GRASSLANDS
LEADVILLE DISTRICT
WELL AND PLUMBING
DETAIL
05/18/2026
L. WIGTON
L. WIGTON
P. KRIEBLE
05 19
C WATERLINE CONNECTION
D-1.1 NO SCALE
B CURB STOP VALVE
D-1.1 NO SCALE
A EXISTING WELLHEAD
D-1.1 NO SCALE
AutoCAD SHX Text NOTE: 1. CONTRACTOR SHALL VERIFY THE SIZE OF THE EXISTING WATERLINE CONNECTING THE SHOP TO THE BUNKHOUSE PRIOR TO COMPLETING THE CONNECTION TO THE NEW WATERLINE. IT IS ASSUMED TO BE 2 INCH SCHEDULE 40 PVC. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCY.
AutoCAD SHX Text
1. PUMP INSTALLATION TO BE PERFORMED BY A CONTRACTOR HOLDING A VALID LICENSE ISSUED BY THE COLORADO STATE BOARD OF EXAMINERS OF WATER WELL INSTALLATION CONTRACTORS 2. REMOVE EXISTING GOULDS SUBMERSIBLE WELL PUMP MODEL 5GS05412 3. INSTALL NEW GOULDS SUBMERSIBLE WELL PUMP MODEL 13GS10412C (WITH NEW (WITH NEW CONTROLS) TO PRODUCE 15 GPM 4. TOTAL DEPTH SHOWN IS BASED ON EXISTING WELL DEPTH OF APPROXIMATELY 200 FEET.
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1. GRUNDFOS HYDROS MPC 2 CRE 3-11 DUEL STAGE BOOST PUMP MUST SUPPLY A
WIDE RANGE OF FLOW RATES (RANGE FROM 1-30 GALLONS PER MINUTE)
2. THE BOOST SYSTEM MUST MAINTAIN CONSTANT PRESSURE THROUGH
CONTINUOUS ADJUSTMENT OF THE SPEED AND NUMBER OF PUMPS. PUMP SPEED
AND CHANGEOVER WILL DEPEND ON LOAD, TIME AND FAULT.
3. THE GRUNDFOS HYDROS MPC-E R CRE 3-11 BOOST SYSTEM CONSISTS OF 2 PUMPS
COUPLED IN PARALLEL ON A COMMON BASE FRAME. THE BASE FRAME MUST BE
SECURED TO THE CONCRETE FLOOR FOLLOWING THE MANUFACTURES
INSTRUCTIONS.
4. A PILOT PUMP MUST BE INSTALLED FOLLOWING ALL GUIDANCE AND
INSTRUCTION FROM THE MANUFACTURE .
5. A DIAGRAM PRESSURE TANK MUST BE INSTALLED FOLLOWING ALL GUIDANCE
AND INSTRUCTION FROM THE MANUFACTURE .
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 1 2:
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W G
D1.2
(R02)
ROCKY MOUNTAIN
CRYSTAL LAKES
WATER AND
SEPTIC SYSTEMS
RESUSCITATION
PIKE-SAN ISABEL
NATIONAL FORESTS &
CINARRON AND
COMANCHE NATIONAL
GRASSLANDS
LEADVILLE DISTRICT
BOOST PUMP DETAIL
05/18/2026
L. WIGTON
L. WIGTON
P. KRIEBLE
06 19
UNITS ARE IN INCHES
AutoCAD SHX Text
NOTES:
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W
W
W
G
W
X X
X X
X X
X X
45 94
W
E
E
E
E
E
E
ES
S
W
W W
W W
W W
W
SHOPST
O
R
AG
E
SNOW
FENCE
ELECTRIC
METER
BREAKER BOX
PANEL
ABANDONED
WATER TANK
WATER
MANHOLE
DOCK
CLEAN OUT
S
S
LEACHFIELD
W
W
W
W
W
W
W
W
W
W
APPROXIMATE LOCATION
UNDERGROUND TEL COM
750 GAL
SEPTIC
TANK
ABANDONED
OVERFLOW
DRAIN LINE
1250 GAL
SEPTIC
GATE
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
W
W
W
W
W
W
2" PVC
RISER
UNDERGOUND
ELECTRIC CONDUIT
W
W
W
9+17 END WATERLINE INSTALL
N: 1496817.4' E: 2763674.7'
8+00
9+00 9+17
SHOP
CONNECTION TO EXISTING
BUNKHOUSE WATERLINE,
SEE DRAWING SHEET D1.1
EXISTING 2 INCH PVC
WATERLINE
PROPANE
WELL (PERMIT #117214) TO BE
ABANDONED AND DECOMMISSIONED
WATERLINE TO BE ABANDONED
ABANDONED 2001
WATERLINE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
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CD1.1
(R02)
ROCKY MOUNTAIN
CRYSTAL LAKES
WATER AND
SEPTIC SYSTEMS
RESUSCITATION
PIKE-SAN ISABEL
NATIONAL FORESTS &
CINARRON AND
COMANCHE NATIONAL
GRASSLANDS
LEADVILLE RANGER DISTRICT
WATER & WELL
DEMOLISHON PLAN
05/18/2026
L. WIGTON
P. KRIEBLE
07 19
NOTES
1. WELL (PERMIT #117217) SHALL BE
DECOMMISSIONED ACCORDING TO THE
RULES AND REGULATION OF CDPHE
2. REMOVE ANY UNNECESSARY WATER
SYSTEM COMPONENTS IN SHOP
INCLUDING PRESSURE TANK
3. ABANDON WATERLINE RUNNING FROM
WELL (PERMIT #117217) TO SHOP
Feet
A WATER & WELL DEMOLITION PLAN
CD1.1 SCALE: 1"=40' (PLOTTED 11"X17")
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EXISTING 2 INCH
SCH 40 PVC
TO SHOP
5.0'
2 INCH PVC
CURB
STOP
(MINNEAPOLIS
STYLE)
GROUND (BURY DEPTH
AT LEAST 2 FEET)
DWELLING 1
EXTERIOR WALL
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 1 2:
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E1.1
(R02)
ROCKY MOUNTAIN
CRYSTAL LAKES
WATER AND
SEPTIC SYSTEMS
RESUSCITATION
PIKE-SAN ISABEL
NATIONAL FORESTS &
CINARRON AND
COMANCHE NATIONAL
GRASSLANDS
LEADVILLE DISTRICT
DWELLING 1
ELECTRICAL
04/14/2026
L. WIGTON
L. WIGTON
P. KRIEBLE
08 18
AutoCAD SHX Text NOTES: 1. ELECTRIC SERVICE TO DWELLING 1 MUST BE UPGRADED TO 200-AMP SERVICE ELECTRIC SERVICE TO DWELLING 1 MUST BE UPGRADED TO 200-AMP SERVICE THROUGH COORDINATION WITH THE SANGRE DE CRISTO ELECTRIC ASSOCIATION 1.1. MOVE ELECTRIC METER AND TO POLE (UTILITY COMPANY) MOVE ELECTRIC METER AND TO POLE (UTILITY COMPANY) 1.2. REMOVE OVER HEAD ELECTRICAL SERVICE LINES (UTILITY COMPANY) REMOVE OVER HEAD ELECTRICAL SERVICE LINES (UTILITY COMPANY) 1.3. INSTALL UNDERGROUND ELECTRICAL LINE TO DWELLING 1 INSTALL UNDERGROUND ELECTRICAL LINE TO DWELLING 1 1.4. INSTALL SHUTOFF SWITCH PROVIDED FROM UTILITY COMPANY INSTALL SHUTOFF SWITCH PROVIDED FROM UTILITY COMPANY 2. INSTALL NEW 250-250-250 UNDERGROUND ELECTRICAL LINE FROM METER INSTALL NEW 250-250-250 UNDERGROUND ELECTRICAL LINE FROM METER 40 UNDERGROUND ELECTRICAL LINE FROM METER INSTALLED ON POLE TO DISCONNECT LOCATED ON DWELLING 1 3. UNDERGROUND ELECTRICAL LINE MUST BE INSTALLED IN 2 INCH SCH 80 PVC AND UNDERGROUND ELECTRICAL LINE MUST BE INSTALLED IN 2 INCH SCH 80 PVC AND BURIED AT LEAST 2 FEET DEEP 4. REMOVE EXISTING 100-AMP FUSE BOX AND FUSES REMOVE EXISTING 100-AMP FUSE BOX AND FUSES 5. INSTALL NEW 200-AMP CIRCUIT BREAKER PANEL IN THE SAME LOCATION AS INSTALL NEW 200-AMP CIRCUIT BREAKER PANEL IN THE SAME LOCATION AS EXISTING FUSE BOX 6. INSTALL 100-AMP SUB PANEL IN BASEMENT OF DWELLING 1 INSTALL 100-AMP SUB PANEL IN BASEMENT OF DWELLING 1 7. INSTALL ALL NECESSARY ELECTRICAL COMPONENTS TO CONNECT BOOST PUMP TO INSTALL ALL NECESSARY ELECTRICAL COMPONENTS TO CONNECT BOOST PUMP TO SUB PANEL TO MAIN PANEL. 8. ALL INTERIOR AND EXTERIOR WIRING MUST BE RUN IN SCH 80 PVC CONDUIT ALL INTERIOR AND EXTERIOR WIRING MUST BE RUN IN SCH 80 PVC CONDUIT 9. ALL CIRCUITS NEED TO BE PROTECTED WITH GROUND FAULT CIRCUIT INTERRUPTER ALL CIRCUITS NEED TO BE PROTECTED WITH GROUND FAULT CIRCUIT INTERRUPTER 10. BOOST PUMPED MUST BE WIRED ACCORDING TO MANUFACTURE'S DIRECTION BOOST PUMPED MUST BE WIRED ACCORDING TO MANUFACTURE'S DIRECTION 11. SANGRE DE CRISTO ELECTRIC ASSOCIATION (UTILITY COMPANY) TO RELOCATE SANGRE DE CRISTO ELECTRIC ASSOCIATION (UTILITY COMPANY) TO RELOCATE EXISTING METERS FOR DWELLING 1 AND DWELLING 2 TO NEW LOCATION AT UTILITY POLE AND REMOVE EXISTING OVERHEAD SERVICE LINES CONTRACTOR TO PAY SANGRE DE CRISTO $5,200 DIRECTLY FOR THIS WORK. AMOUNT IS ESTIMATE AND IS TO BE HELD BY THE CONTRACTOR AS AN ALLOWANCE. CONTRACTOR SHALL CONFIRM FINAL COSTS FROM UTILITY COMPANY AFTER AWARD. ANY MONEY IN EXCESS OF THAT ALLOWANCE OR REFUNDED BY UTILITY COMPANY SHALL BE RETURNED TO THE GOVERNMENT.
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NEW 100-AMP INTERIOR CIRCUIT BREAKER PANEL
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DUEL STAGE BOOST PUMP (30 GPM)
AutoCAD SHX Text GRUNDFOS PUMP MODEL Hydro MPC-E 2 CRE 3-11
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EXISTING 100-AMP INTERIOR CIRCUIT BREAKER PANEL
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NEW 200-AMP EXTERIOR CIRCUIT BREAKER PANEL
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NEW ELECTRIC METER
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
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(R02)
ROCKY MOUNTAIN
Crystal Lakes Water and Septic
Systems Resuscitation
Pike-San Isabel National Forests & Cimarron and
Comanche National Grasslands
LEADVILLE RANGER DISTRICT
05/18/2026
C. HOGENAUER
C. HOGENAUER
P. KRIEBLE
SITE PLAN: CRYSTAL
LAKES WORK CENTER
SEPTIC
10 19
C2.1
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EXISTING SEWER
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGOUND TELECOM
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
BARB WIRE FENCE
WOOD FENCE
CHAIN LINK FENCE
WELL
POWER POLE
GUY POLE
SEWER MANHOLE
WATER SPIGOT
LEGEND
WATER VALVE
WATER METER
T
S REPLACEMENT SEWER LINE
AVOIDANCE AREA
A SITE PLAN: CRYSTAL LAKES WORKCENTER
C-2.1 SCALE 1"=100' (PLOTTED ON 11" X17")
BUNKHOUSE
SHOP
ABANDONED WATERLINEABAN-W
Feet
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UTILIZE EXISTING
MANHOLE
3 ROWS OF CHAMBERS ON
2FT IMPORTED SAND
MEDIA
NEW UNDERGROUND
ELECTRICAL
CONNECTION
DWELLING 1
GARAGE
REMOVE EXISTING MANHOLE
MOVE FENCE
NORTH/WEST IF NEEDED
FOR CONSTRUCTION
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BOILER
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EXISTING 2,000 GAL
SEPTIC; REMOVE
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WATER TANK
12.5'
71.4'
REMOVE AND REPLACE
EXISTING SEWER LINES
REMOVE AND REPLACE EXISTING SEWER LINES
5' 25'
.7
26.7'
74'
70'
5'
CLEANOUT 2
N: 1496453.6' E: 2762718.3'
CLEANOUT 3
N: 1496511.9' E: 2762672.9'
CLEANOUT 4
N: 1496621.1' E: 2762654.2'
CLEANOUT 1
REPLACEMENT 1500 GAL. 3 COMPARTMENT PUMP TANK
N: 1496567.0' E: 2762630.0'
FIELD START
N: 1496607.7' E: 2762628.8'
FIELD END
N: 1496674.0' E: 2762658.4'
10.3'
GARAGE
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NEW ELECTRICAL METER LOCATION
ABANDONED 1972
OVERFLOW LINE
UTILIZE EXISTING MANHOLE
DWELLING 2
CLEANOUT 5
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 0 9:
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3.
DW
G
(R02)
ROCKY MOUNTAIN
Crystal Lakes Water and Septic
Systems Resuscitation
Pike-San Isabel National Forests & Cimarron and
Comanche National Grasslands
LEADVILLE RANGER DISTRICT
05/18/2026
C. HOGENAUER
C. HOGENAUER
P. KRIEBLE
SITE PLAN: DWELLING 1 & 2
SEPTIC
11 19
C2.2
A SITE PLAN: DWELLING 1 & 2 SEPTIC
C-2.2 SCALE 1"=40' (PLOTTED ON 11"X17")
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EXISTING SEWER
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGOUND TELECOM
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
BARB WIRE FENCE
WOOD FENCE
CHAIN LINK FENCE
WELL
POWER POLE
GUY POLE
SEWER MANHOLE
WATER SPIGOT
LEGEND
WATER VALVE
WATER METER
T
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AVOIDANCE AREA
ABANDONED WATERLINEABAN-W
NOTES:
1. NEW UNDERGROUND
ELECTRICAL SERVICE
LINES INSTALLED IN 2"
SCHEDULE 80 PVC
CONDUIT
2. SERVICE LINE FOR
DWELLING 2-
350-350-350- 4/0 WIRE
SYSTEM (APPROVED BY
CO)
3. SERVICE LINE FOR
DWELLING 1-
250-250-250-4/0 WIRE
SYSTEM (APPROVED BY
CO)
Feet
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REMOVE EXISTING SEPTIC
TANK; REPLACE WITH 1500
GALLON 2 COMPARTMENT TANK
REMOVE EXISTING SEPTIC TANK
REPLACE WITH 1000 GALLON 2
COMPARTMENT TANK
LEACH FIELD
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TELEPHONE
PEDESTAL
APPROXIMATE LOCATION
UNDERGROUND TEL COM
S
RAILROAD TIE
LANDSCAPING
LEACH
FIELD
GATE
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RISER
UNDERGOUND
ELECTRIC CONDUIT
BUNKHOUSE
PROPANE
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C-2.3 SCALE 1"=40' (PLOTTED ON 11X17")
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 0 9:
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3.
DW
G
(R02)
ROCKY MOUNTAIN
Crystal Lakes Water and Septic
Systems Resuscitation
Pike-San Isabel National Forests & Cimarron and
Comanche National Grasslands
LEADVILLE RANGER DISTRICT
05/18/2026
C. HOGENAUER
C. HOGENAUER
P. KRIEBLE
SITE PLAN: SHOP AND
BUNKHOUSE SEPTIC
12 19
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EXISTING SEWER
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGOUND TELECOM
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
BARB WIRE FENCE
WOOD FENCE
CHAIN LINK FENCE
WELL
POWER POLE
GUY POLE
SEWER MANHOLE
WATER SPIGOT
LEGEND
WATER VALVE
WATER METER
T
S REPLACEMENT SEWER LINE
AVOIDANCE AREA
ABANDONED WATERLINEABAN-W
Feet
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OUTLET INVERT 88.4'
2% MIN SLOPE BACK TO TANK
TOP STEP ELEV. 100' (BM)
GROUND ELEV. 96.3'
INLET INVERT ELEV. 88.5'
GROUND ELEV. 94.0' GROUND ELEVATION 93.5'
30'
MAX 5 LF
26.7' 55.7' 55.3'
SANITARY T CLEANOUT
4 & 5
EXISTING
MANHOLE
INVERT
ELEV.90.7'
3 COMPARTMENT 1500
GALLON PUMP TANK
4' TYP. CHAMBER
1'
4" INSPECTION
PORT
16" OF COVER
STANDARD GRAVELESS
CHAMBER, H10 LOADING
OR APPROVED EQUAL
2FT IMPORTED TREATMENT SAND
DWELLING
CONNECT TO EXIT OF HOUSE USING SHIELDED FLEXIBLE COUPLING
SDR 35
PIPE,
2%
SLOPE
GROUND ELEV. 99.6' INVERT ELEV. 88.5' GROUND ELEV. 94.0'
DWELLING 1
MAX 5 LF 25'
71.4' 74' 70'
SANITARY T CLEANOUT
1, 2 & 3
EXISTING MANHOLE
INVERT ELEV. 92.4'
3 COMPARTMENT 1500
GALLON PUMP TANK
CONNECT TO EXIT OF HOUSE USING SHIELDED FLEXIBLE COUPLING
SDR 35
PIPE, 2 %
SLOPE
A SECTION VIEW: DWELLING 1 SEWER
C-2.4 NO SCALE
B SECTION VIEW: DWELLING 2 SEWER
C-2.4 NO SCALE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 0 9:
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3.
DW
G
(R02)
ROCKY MOUNTAIN
Crystal Lakes Water and Septic
Systems Resuscitation
Pike-San Isabel National Forests & Cimarron and
Comanche National Grasslands
LEADVILLE RANGER DISTRICT
05/18/2026
C. HOGENAUER
C. HOGENAUER
P. KRIEBLE
SECTION VIEW:
DWELLING 1 & 2 SEWER
13 19
C2.4
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RISERS 3"
ABOVE GRADE
MIN. BURY
DEPTH 1'
FLEXIBLE
BOOT
4"
5"
BALL
VALVE
EFFLUENT FILTER
1/8" SCREEN
QUICK
DISCONNECT
STAINLESS
STEEL CHAIN
1' -7
4'-8"
4'-2"
13'-1" 3'
-3
4' -2
4' -6
WIRES TO
CONTROL
BOX
2 DRAIN
HOLES
(LOWEST
POINT)
3' -0
4"X4" POST
18" CONCRETE
24" DEEP
SIMPLEX
CONTROL BOX
WITH AUDIO AND
VISUAL ALARMS 3 FLOATS, ON,
OFF AND ALARM
LEVEL
RISERS 3" ABOVE GRADE
MIN BURY DEPTH 1'
10'-9"
4' -8
4' -5
Flexible Boot
4"
5"
4' -1
1' -7
1' -7
1' -7
13'-6"
20" CLEAR ACCESS
6' -6
2 INLETS
11'-0"
5' -8
20" CLEAR ACCESS
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 0 9:
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3.
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(R02)
ROCKY MOUNTAIN
Crystal Lakes Water and Septic
Systems Resuscitation
Pike-San Isabel National Forests & Cimarron and
Comanche National Grasslands
LEADVILLE RANGER DISTRICT
05/18/2026
C. HOGENAUER
C. HOGENAUER
P. KRIEBLE
DETAILS: SEPTIC TANKS
14 19
D2.1
A SECTION VIEW: 1500 GAL 3 COMPARTMENT PUMP TANK
D-2.1 SCALE 1"=3' (PLOTTED ON 11" X17")
B TOP VIEW: 1500 GAL 3 COMPARTMENT PUMP TANK
D-2.1 SCALE 1"=3' (PLOTTED ON 11"X17")
C SECTION VIEW; 1500 GAL 2 COMPARTMENT SEPTIC TANK
D-2.1 SCALE 1"=2' (PLOTTED ON 11"X17")
D TOP VIEW: 1500 GAL 2 COMPARTMENT SEPTIC TANK
D-2.1 SCALE 1"=2' (PLOTTED ON 11"X17")
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MIN BURY
DEPTH 1'
5"
8'-10"
4' -5
4' -8
4"
5' -8
4' -1
1' -7
1' -7
1' -7
RISERS 3" ABOVE GRADE
FLEXIBLE BOOT
2' -0
M
IN
STANDARD GRAVELESS
CHAMBER (TYP.)
NATIVE BACKFILL, MAX 1.5" DIA.INITIAL
6", 6" LIFTS COMPACTED
BY TRACKED MACHINERY
MIN. 1 FT COVER
MOUND 16" FOR DRAINAGE
IMPORTED
TREATMENT
SAND
EXISTING
GRADE
12.5'
2' 2'
NATIVE MATERIAL
MOUND SAND TO
COVER LOUVERS
9'-3"
5' -0
20" CLEAR ACCESS
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 1 1:
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3.
DW
G
(R02)
ROCKY MOUNTAIN
Crystal Lakes Water and Septic
Systems Resuscitation
Pike-San Isabel National Forests & Cimarron and
Comanche National Grasslands
LEADVILLE RANGER DISTRICT
05/18/2026
C. HOGENAUER
C. HOGENAUER
P. KRIEBLE
DETAILS: SAND FILTER
15 19
D2.2
A SECTION VIEW: 1000 GAL 2 COMPARTMENT SEPTIC TANK
D-2.2 SCALE 1"=2' (PLOTTED ON 11"X17")
B TOP VIEW: 1000 GAL 2 COMPARTMENT SEPTIC TANK
D-2.2 SCALE 1"=2' (PLOTTED ON 11"x17")
C SECTION VIEW: SAND FILTER
D-2.2 SCALE 1"=3' (PLOTTED ON 11"X17")
D SYSTEM CURVE: BLUE AND BROWN HOUSE
D-2.2 NO SCALE
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2' 1'
CONCRETE CLEANOUT BOX
WITH 'SEWER' CAST IN LID
4" SDR-35 RISER
4" SDR-35 CONNECT
TO BUILDING
PIPING WITH
COUPLING
SANITARY T CLEANOUT
WITH CONCRETE COLLAR
4'X2'X4" THICK
CONCRETE PAD
THREADED PLUG, TYP
4" SDR-35 SEWER
LINE 2% MIN SLOPE
TO SEPTIC TANK
1'
6"
6"
IMPORTED
TREATMENT
SAND
COUPLING
(SOLVENT WELD)
THREADED CLEANOUT
ASSEMBLY
LOCATE COVER OPENING
1" ABOVE GRADE
GRAVELESS
CHAMBER
1.5" PERFORATED SCHEDULE 40 PVC
IN HANGER; HOLES DRILLED AT 2, 6 &
10 O' CLOCK
PRESSURIZED DISTRIBUTION
DETAIL
COMPONENT
DIAMETER OF PIPE 1.5 INCHES
DIAMETER OF PERORATIONS 1/8 INCH
SPACING OF PERFORATIONS 2.5 FEET OC
PERFORATION PER LATERAL 29
CHAMBERS PER LATERAL 17
REQUIRED FLOW FROM PUMP 36 GPM
REQUIRED HEAD FROM PUMP 19.1FT
DOSING VOLUME 40 GAL
VA
R
IE
S
D
D
1' -0
3'-0" MIN. COVER OVER SEWER LINE
2'-0" MIN. COVER OVER ELECTRICAL
10'-0" MIN COVER OVER WATERLINE
UTILITY LINE DEPTHS
D + 2'-0"
MAX.
6" MIN. BEDDING, SEE
SPECIFICATIONS
INITIAL BACKFILL
TRACER WIRE INSTALLED
ABOVE WATER, SEWER,
AND GAS LINES
WIDEN TRENCH AS
NEEDED AND SHORE
ABOVE
PIPE FOR WORKER
SAFETY
SUBSEQUENT BACKFILL
6" TOPSOIL
DETECTABLE WARNING
TAPE, 12" ABOVE TOP OF
UTILITY PIPE OR CONDUIT
UTILITY
CHAMBERS
CONTINUE
THREADED
CLEANOUT
INSPECTION PORT
IMPORTED
TREATMENT SAND
1.5"
PRESSURIZED
PIPE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 9/2
6 0 9:
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SH
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AU
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\C
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3.
DW
G
(R02)
ROCKY MOUNTAIN
Crystal Lakes Water and Septic
Systems Resuscitation
Pike-San Isabel National Forests & Cimarron and
Comanche National Grasslands
LEADVILLE RANGER DISTRICT
05/18/2026
C. HOGENAUER
C. HOGENAUER
P. KRIEBLE
DETAILS: CLEANOUT &
TRENCH
16 19
D2.3
A SECTION VIEW: SANITARY T CLEANOUT
D-2.3 NO SCALE
B SECTION VIEW: TRENCH
D-2.3 NO SCALE
C DETAIL: CHAMBERS
D-2.3 NO SCALE
D SECTION VIEW: CLEANOUT
D-2.3 NO SCALE
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----�--------_,--0- ,_/
NEW GAT�-POST
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/ (3 PL�C '-S ---- --__
IDANCE AREA
-- DWELLING 2
-- T -- R T f'>i::AG� ? <
----- -'----- NEV\k, - URFAC�-----
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:✓;jJ/,,?A/ A TE � ...,....- / �·� .✓. ......... � Ewrv
,.L_ _ \ DWELLING 1
\ i\
1.....--___ ____.I AVOIDANCE AREA
@ WELL
® WATER METER
N WATER VALVE
M WATER SPIGOT
� POWER POLE
-o GUY POLE
)ID SEWER MANHOLE
--w--- WATER -- s -- REPLACEMENT SEWER LINE
--,---,-- EXISTING SEWER
- - E - -- UNDERGROUND ELECTRIC
- - G- -- UNDERGROUND GAS
- - - r - - - UNDERGOUND TELECOM
-- OE - OVERHEAD ELECTRIC
- - r - -- OVERHEAD TELEPHONE
- - - x - - - BARB WIRE FENCE
-0---0-----CJ- WOOD FENCE
SITE PLAN: DRIVEW�� IMPROV ENTS
-0--------0---- CH Al N LINK FENCE
-- ABAN-W-- ABANDONED WATERLINE
SCALE 1 "=50' (PLOTTED ON 11" X 7")
'.. \ \ f,;;✓?�}10/0 )! NEW AGGREGATE SURFACE
United States Department of Agriculture Forest Service
(R02)
ROCKY MOUNTAIN
STM'PS, LOGOS, AND S:AL.S
A
NO. REVISION I ISSUE DATE
PROJECT NAr.ti::
Crystal Lakes Water and Septic
Systems Resuscitation
Pike-San Isabel National
Forests & Cimarron and
Comanche National
Grasslands
LEADVILLE RANGER DISTRICT
DRA'I//ING TITLE
DRIVEWAY AND ASPHALT
REMOVAL
DATE
05/18/2026
ARCHIVE NO.
OESIGNER DRAWING SHEET NO
A.KEENER
CRAWN C3.1 A.KEENER
CHECKED
P. KRIEBLE
PROJECT NO. SHEET 17 OF 19
-----12' TYP. FINISHED SURFACE-----i
3" THICK MIN.
AGGREGATE SURFACE
2% SLOPE
i i
2% SLOPE
NATIVE SUBGRADE
TYPICAL CROWNED AGGREGATE PLACEMENT
NOTE:
COOT CLASS 5 AGGREGATE TO BE PLACED ON FINISHED
NATIVE SURFACE AT EITHER 2% CROWN OR 2% OUTSLOPE
ALONG EXISTING ROADWAY GRADE. OUTSLOPED SECTIONS
SHALL BE PROVIDED FOR ALL CURVES EXCEEDING 20
DEGREES OF CURVATURE, AND SLOPE TOWARD THE INSIDE
OF THE CURVE. TRANSITIONS BETWEEN OUTSLOPE AND
CROWNED SECTIONS SHALL BE GRADUAL, 200 FT
LONGITUDINAL, MINIMUM.
DRAWINGS NOT TO SCALE
i-----12' TYP. FINISHED SURFACE------i
3" THICK MIN.
ASPHALT SURFACE
2% SLOPE
NATIVE SUBGRADE
TYPICAL OUTSLOPED AGGREGATE PLACEMENT
GENERAL DRIVEWAY NOTES:
1. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL ASPHALT PAVEMENTS AND ASPHALTIC
MATERIALS FROM THE SITE, AND THESE SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
2. PRIOR TO REMOVAL OF ASPHALT FROM THE DRIVEWAY NEAR THE HIGHWAY, THE CONTRACTOR SHALL
CUT VERTICALLY THROUGH THE FULL THICKNESS OF EXISTING ASPHALT, AND PROTECT THE EDGE OF
THE PAVEMENTS TO REMAIN. NO DRIVEWAY WORK SHALL TAKE PLACE WITHIN THE HIGHWAY RIGHT
OF WAY.
3. THE CONTRACTOR SHALL SELECTIVELY REMOVE FENCES WHERE SHOWN TO FACILITATE
INSTALLATION OF THE NEW DRIVEWAY…
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