C04f Attachment 6 Test Pits 1240LT26Q0107.pdf

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GAOA LDV Crystal Lakes Water & Septic Resuscitation, PSICC, Colorado
Solicitation number
1240LT26Q0107
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About this file

This document is a technical investigation report and photo documentation for test pits excavated at Crystal Lakes Work Center in support of a 2-inch HDPE directional drill water line installation project. The project is located within Pike-San Isabel National Forests and Cimarron and Comanche National Grasslands under the Leadville Ranger District of the United States Department of Agriculture Forest Service.

Three test pits were excavated to depths of approximately 12 feet each to investigate subsurface soil and geological conditions along the proposed directional drilling route. Test Pit #1 revealed composed earth and rocky material with mixed soil composition. Test Pit #2 exposed predominantly gravelly, rocky terrain with substantial stone and boulder content, indicating challenging drilling conditions. Test Pit #3 showed more consolidated soil with clay-like material and rock layers. The document includes site maps indicating the test pit locations in relation to existing infrastructure including water supply systems, septic tanks, electrical lines, and abandoned utilities. The investigation supports the Crystal Lakes Water and Septic Resuscitation project, which involves installing new water distribution infrastructure to connect multiple dwellings and facilities while retaining portions of the existing 2-inch PVC waterline for the bunkhouse and shop. Excavation and staging areas are identified on the site plan with specific dimensional requirements noted for contractor operations.

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Test Pits

CRYSTAL LAKES WORK CENTER INVESTIGATING FOR A 2 INCH

HDPE DIRECTIONAL DRILL INSTALATION

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BUNKHOUSE

DWELLING 1

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GARAGE

GARAGE

PROPANE

CONCRETE PAD

ABANDONED 1972

OVERFLOW LINE

LEACH

FIELD

BOILER

SNOW

FENCE

SNOW

FENCE

WATER

VAULT

METER

ELECTRIC

TRANSFORMER

CORRAL

ABANDONED

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PENS

ABANDONED

IRRIGATION

DITCH

CONCRETE

PAD

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EXISTING WATERLINE

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

ABANDONED

WATER TANK

15" CMP

ABANDONED

WATER TANK

WATER

MANHOLE

DOCK

LIVE SPRING

CLEAN OUT

GATE

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LEACHFIELD

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TELEPHONE

PEDESTAL

ABANDONED

1972 WATERINE

APPROXIMATE LOCATION

UNDERGROUND TEL COM

750 GAL

SEPTIC

TANK

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LANDSCAPING

2,000 GAL

SEPTIC

TANK

ABANDONED

OVERFLOW

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ABANDONED 2001

WATERLINE

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SEPTIC

TANK

GATE

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24" CMP

HIGHW

AY 24

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APPROXIMATE

LOCATION OF

ABANDONED 1972

WATERLINE

2" PVC

RISER

UNDERGOUND

ELECTRIC CONDUIT

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EXCAVATION AND STAGING AREAS

W NEW 2 INCH HDPE WATERLINE

NOTES:

CONNECTION TO EXISTING DWELLING,

SEE DRAWING SHEET NO. 05 FOR DETAILS

CONNECTION TO EXISTING BUNKHOUSE WATERLINE,

SEE DRAWING SHEET NO. 06 FOR DETAILS

WELL (PERMIT #117217) TO BE

ABANDONED AND DECOMMISSIONED

WATERLINE TO BE ABANDONED

2 INCH PVC WATERLINE TO BE RETAINED AND USED

AS DISTRIBUTION TO THE EXISTING BUNKHOUSE AND SHOP

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

5/2 7/2

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(R02)

ROCKY MOUNTAIN

CRYSTAL LAKES

WATER AND

SEPTIC

RESUSCITATION

PIKE-SAN ISABEL

NATIONAL FORESTS &

CINARRON AND

COMANCHE NATIONAL

GRASSLANDS

LEADVILLE RANGER DISTRICT

2 INCH HDPE WATER LINE

TEST PITS

09/23/2024

L. WIGTON

P. KRIEBLE

03 06 Feet

0 100 200

TEST PIT #1

TEST PIT #2

TEST PIT #3

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1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SITE 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. THE CONTRACTOR SHALL ACQUIRE A SPECIAL USE PERMIT FROM THE 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. 3. UTILITIES ON GOVERNMENT PROPERTY IDENTIFIED AS ABANDONED CAN BE UTILITIES ON GOVERNMENT PROPERTY IDENTIFIED AS ABANDONED CAN BE REMOVED IF ENCOUNTERED. PLUG EACH OPEN END OF ANY REMOVED SECTION. 4. MATERIAL STORAGE, STAGING, AND EXCAVATION ACTIVITIES SHALL BE 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.

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PhillipKrieble Oval

PhillipKrieble Oval

PhillipKrieble Oval

Test Pit #1 (total depth approximately 12 feet)

Test Pit #1

Test Pit #1

Test Pit #2 (total depth approximately 12 feet)

Test Pit #2 (total depth approximately 12 feet)

Test Pit #2

Test Pit #2

Test Pit #3 (total depth approximately 12 feet)

Test Pit #3

Test Pit #3 (total depth approximately 12 feet)

Test Pit Locations.pdf
Test Pits 2026.03.18.pdf
Test Pits
Slide Number 2
Slide Number 3
Slide Number 4
Slide Number 5
Slide Number 6
Test Pit #2
Slide Number 8
Test Pit #3 (total depth approximately 12 feet)
Test Pit #3
Test Pit #3 (total depth approximately 12 feet)

File details come from the government source that posted it. Updated .