Attach_16_-_ESCP_PH_2-4_ESCP_10112022_0001.pdf
PDF 23 MB Posted
- Attached to
- OR-KLAMATH FALLS FWO-PHASE 3 CONSTRUCTIO Federal contract opportunity
- Solicitation number
- 140FC323B0002
About this file
This solicitation is for the construction of a new fish sucker ponds located on Lower Klamath Lake Road in Klamath Falls, Oregon. The U.S. Fish and Wildlife Service is seeking a firm-fixed-price contract for the construction to be completed within three years of the notice to proceed, with an anticipated start of June 12, 2023 and completion by June 11, 2026. The project magnitude is estimated between $5,000,000 and $10,000,000. This procurement is set aside for small businesses with a NAICS code of 237990 and size standard of $39.5 million or less annually averaged over three years.
The scope of work includes excavation, grading, pond construction, piping installation, road construction and other civil work to construct up to twenty aquaculture ponds ranging in size from 1/12 to 1/2 acre, a detention pond, buildings and utilities to support the new fish hatchery. The solicitation includes a base bid and six options to add additional ponds and other features. The contract will be awarded to the responsive and responsible bidder providing the lowest combined total price. The point of contact for inquiries is Karl Lautzenheiser of the U.S. Fish and Wildlife Service Legacy Region 1.
View the file
Other files for this federal contract opportunity
Show all 30
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C6
C3
B4 C4
C1 C2
C5
B1
B2 B3
D7
C9 C10 C11 C12 C13 C14
D1 D2 D3 D4 D5 D6
D8
A1 A2
A4A3
A5 A6
A8A7
D12D11D10
HATCHERY
BUILDING
7,348 SF
FF 4137.0
MAINTENANCE
BUILDING
7,348 SF
FF 4137.7
CHEM
STORAGE
FEED
STORAGE
2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
KLAMATH FALLS NATIONAL FISH HATCHERY PHASE 2-4 EROSION AND
SEDIMENT CONTROL (ESCP) DRAWINGS
AutoCAD SHX Text
WETLAND D
AutoCAD SHX Text
WETLAND B
AutoCAD SHX Text
WETLAND C
AutoCAD SHX Text
LAND
AutoCAD SHX Text
WET-
AutoCAD SHX Text A
AutoCAD SHX Text
WETLAND D
AutoCAD SHX Text
WETLAND B
AutoCAD SHX Text
WETLAND C
AutoCAD SHX Text
LAND
AutoCAD SHX Text
WET-
AutoCAD SHX Text A
AutoCAD SHX Text
FISH AND WILDLIFE SERVICE
AutoCAD SHX Text
SUBMITTED BY REGIONAL ENGINEER
AutoCAD SHX Text
PROGRAMMATIC REVIEW
AutoCAD SHX Text
REVIEWED FOR ADA COMPLIANCE
AutoCAD SHX Text
REVIEWED FOR ENVIRONMENTAL COMPLIANCE
AutoCAD SHX Text
CERTIFIED 10 CFR 435 COMPLIANCE (ENERGY)
AutoCAD SHX Text
SUBMITTED BY PROJECT MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REV.
AutoCAD SHX Text
SHEET __ OF __
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SURVEYED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
PORTLAND, OREGON
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
REGION 1, OFFICE OF ENGINEERING
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVIEWED FOR SAFETY COMPLIANCE
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
THIS BAR IS
AutoCAD SHX Text
ONE INCH ON
AutoCAD SHX Text 0" 1"
AutoCAD SHX Text
ADJUST SCALES
AutoCAD SHX Text
ACCORDINGLY, IF
AutoCAD SHX Text
ON THIS SHEET
AutoCAD SHX Text
NOT ONE INCH
AutoCAD SHX Text
ORIGINAL DRAWING
AutoCAD SHX Text
KLAMATH FALLS
AutoCAD SHX Text
NATIONAL FISH HATCHERY
AutoCAD SHX Text
PHASE 2-4 EROSION AND
AutoCAD SHX Text
SEDIMENT CONTROL
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
EC1.0
AutoCAD SHX Text
KLAMATH COUNTY
AutoCAD SHX Text
OREGON
AutoCAD SHX Text
CMB
AutoCAD SHX Text
JTB
AutoCAD SHX Text
SWK
AutoCAD SHX Text 8/25/2022
AutoCAD SHX Text 1.0
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VACINITY MAP
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
ALTAMONT
AutoCAD SHX Text
MIDLAND
AutoCAD SHX Text
KLAMATH FALLS
AutoCAD SHX Text
MALIN HWY - SR 39
AutoCAD SHX Text
MATNEY RD
AutoCAD SHX Text
SOUTHSIDE EXPY
AutoCAD SHX Text
S 6TH ST
AutoCAD SHX Text
US HWY 97
AutoCAD SHX Text
KLAMATH
AutoCAD SHX Text
LAKE RD
AutoCAD SHX Text
LOWER
AutoCAD SHX Text
OREGON
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text
KLAMATH FALLS NATIONAL FISH HATCHERY
AutoCAD SHX Text
PINE GROVE
AutoCAD SHX Text
KLAMATH FALLS
AutoCAD SHX Text
SITE MAP
AutoCAD SHX Text
SCALE: 1" = 300'
AutoCAD SHX Text
LOWER KLAMATH LAKE ROAD
AutoCAD SHX Text
PROJECT LOCATION:
AutoCAD SHX Text
PROJECT LOCATION:
AutoCAD SHX Text
ATTENTION EXCAVATORS
AutoCAD SHX Text NE 1/4 OF THE NE 1/4 OF SECTION 34 AND THE SE 1/4 OF THE SE 1/4 OF SECTION 27 WITHIN TOWNSHIP 40 SOUTH, RANGE 9 EAST W.M. KLAMATH COUNTY
AutoCAD SHX Text
3875 LOWER KLAMATH LAKE ROAD, KLAMATH FALLS, OR 97603
AutoCAD SHX Text OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEASE TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699.
AutoCAD SHX Text
OWNER
AutoCAD SHX Text
CIVIL ENGINEERS
AutoCAD SHX Text
SURVEYOR
AutoCAD SHX Text U.S. FISH AND WILDLIFE SERVICE 1936 CALIFORNIA AVE KLAMATH FALLS, OR 97601 CONTACT: LYNN MORIARTY EMAIL: LYNN MORIARTY@FWS.GOV PHONE: (503) 736-4440
AutoCAD SHX Text KPFF CONSULTING ENGINEERS, INC. 2407 NORTH 31ST ST. SUITE 100 TACOMA WA, 98407 CONTACT: STEVE KINGSLEY EMAIL: STEVE.KINGSLEY@KPFF.COM PHONE: (253) 396-0150
AutoCAD SHX Text ADKINS ENGINEERING & SURVEYING, LLP 1435 ESPLANADE AVENUE KLAMATH FALLS, OR 97601 PHONE: (541) 884-4666
AutoCAD SHX Text
NARRATIVE DESCRIPTIONS
AutoCAD SHX Text EXISTING SITE CONDITIONS THE EXISTING SITE INCLUDES A PRIVATE AQUICULTURE FACILITY. THE SITE IS COMPOSTED OF TWO TAX LOTS WITH GRAVEL ACCESS DRIVEWAYS, FISH REARING PONDS, GEOTHERMAL WELL HOUSE, AND TARP COVERED WORKSHOPS. THE SITE IS SURROUNDED BY UNDEVELOPED JUNIPER AND SAGEBRUSH GRASSLAND. THERE ARE FOUR KNOWN WETLANDS TO THE SOUTH SIDE OF THE SITE. THE SITE GENERALLY SLOPES FROM THE NORTHEAST TO THE SOUTHWEST WITH LOW TO MODERATE SLOPE. WATER DRAINS OFFSITE FROM WETLAND B THROUGH A 30-INCH CORRUGATED METAL PIPE (CMP) CROSSING UNDERNEATH LOWER KLAMATH LAKE ROAD. ON THE OPPOSITE SIDE OF LOWER KLAMATH LAKE ROAD, A SMALL INTAKE STRUCTURE HAS BEEN INSTALLED THAT FEEDS INTO A BURIED PIPELINE THAT TRAVELS DOWNHILL TO AN OPEN POND LOCATED ON THE DOWNSTREAM PROPERTY. WATER FLOWS OUT OF THIS POND INTO A SMALL IRRIGATION DITCH WHICH EVENTUALLY FLOWS INTO THE IRRIGATION S CANAL THAT FEEDS THE KLAMATH BASIN IRRIGATION SYSTEM THAT ALSO HAS CONNECTIVITY TO THE KLAMATH RIVER. DEVELOPED CONDITIONS THE PROPOSED ONSITE DEVELOPMENT CONSISTS OF CONSTRUCTION OF GRAVEL ACCESS ROADS, REARING PONDS, POND DRAINAGE SYSTEM, GEOTHERMAL, HEAD POND SUPPLY, AND RE-USE DRAINAGE UTILITIES, PRE-ENGINEERED HATCHERY AND MAINTENANCE BUILDING WITH ASSOCIATED UTILITIES. ASPHALT PAVING = 29,342 SF = 0.67 ACRES GRAVEL SURFACING = 112,276 = 2.58 ACRES POND AREA = 315,807 SF = 7.25 ACRES ROOFS = 14,696 SF = 0.34 ACRES EXISTING TO REMAIN LANDSCAPING AND VEGETATION = 161,146 SF = 3.70 ACRES PROJECT TIMELINE BEGINNING DATE: NOVEMBER 2022 COMPLETION DATE: DECEMBER 2023 ESTIMATE OR TOTAL PERMITTED PROJECT AREA LEASE AREA 1 - 20.62 ACRES LEASE AREA 2 - 4.72 ACRES TOTAL DISTURBED AREA TOTAL DISTURBED AREA = 633,267 SF = 14.54 ACRES SITE SOIL CLASSIFICATION CAPONA LOAM, 5 TO 15 PERCENT SLOPES, HYDROLOGIC SOIL GROUP C. RECEIVING WATER BODIES KLAMATH RIVER RAIN GAUGE KLAMATH FALLS INTERNATIONAL AIRPORT HYPERLINK: HTTPS://WWW.WRH.NOAA.GOV/MESOWEST/TIMESERIES.PHP?SID=KLMT&NUM=168&WFO=MFR ENGINEERED SOILS THERE ARE NO ENGINEERED SOILS ASSOCIATED WITH THIS PROJECT.
AutoCAD SHX Text
PERMITTEE'S SITE INSPECTOR:
AutoCAD SHX Text
COMPANY/AGENCY: PHONE: FAX: EMAIL: DESCRIPTION OF EXPERIENCE:
AutoCAD SHX Text
INSPECTION FREQUENCY:
AutoCAD SHX Text
SITE CONDITION
AutoCAD SHX Text
MINIMUM FREQUENCY
AutoCAD SHX Text
1. ACTIVE PERIOD
AutoCAD SHX Text ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES COMMENCE. WITHIN 24 HOURS OF ANY STORM EVENT, INCLUDING RUNOFF FROM SNOW MELT, THAT RESULTS IN DISCHARGE FROM THE SITE. AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER STORMWATER RUNOFF IS OCCURRING.
AutoCAD SHX Text
2. INACTIVE PERIODS GREATER THAN FOURTEEN (14) CONSECUTIVE CALENDAR DAYS.
AutoCAD SHX Text THE INSPECTOR MAY REDUCE THE FREQUENCY OF INSPECTORS IN ANY AREA OF THE SITE WHERE THE STABILIZATION STEPS IN SECTION 2.2.20 HAVE BEEN COMPLETED TO TWICE PER MONTH FOR THE FIRST MONTH, NO LESS THAN 14 CALENDAR DAYS APART, THEN ONCE PER MONTH.
AutoCAD SHX Text
3. PERIODS DURING WHICH THE SITE IS INACCESSIBLE DUE TO INCLEMENT WEATHER.
AutoCAD SHX Text IF SAFE, ACCESSIBLE, AND PRACTICAL, INSPECTION MUST OCCUR DAILY AT A RELEVANT DISCHARGE POINT OR DOWNSTREAM LOCATION OF THE RECEIVING WATERBODY.
AutoCAD SHX Text
4. PERIODS DURING WHICH CONSTRUCTION ACTIVITIES ARE SUSPENDED AND RUNOFF IS UNLIKELY DUE TO FROZEN CONDITIONS.
AutoCAD SHX Text VISUAL MONITORING INSPECTIONS MAY BE TEMPORARILY SUSPENDED. IMMEDIATELY RESUME MONITORING UPON THAWING, OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY.
AutoCAD SHX Text
5. PERIODS DURING WHICH CONSTRUCTION ACTIVITIES ARE CONDUCTED AND RUNOFF IS UNLIKELY DURING FROZEN CONDITIONS.
AutoCAD SHX Text VISUAL MONITORING INSPECTION MAY BE REDUCED TO ONCE A MONTH. IMMEDIATELY RESUME MONITORING UPON THAWING, OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY.
AutoCAD SHX Text THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLAINCE WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSION, THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN.
AutoCAD SHX Text
SHEET INDEX
AutoCAD SHX Text
EROSION CONTROL AND SEDIMENT CONTROL PLANS
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NAME
AutoCAD SHX Text
EC1.0
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
EC1.1
AutoCAD SHX Text
ESCP STANDARD NOTES
AutoCAD SHX Text
EC2.0
AutoCAD SHX Text
EXISTING CONDITIONS - AREA 1
AutoCAD SHX Text
EC2.1
AutoCAD SHX Text
EXISTING CONDITIONS - AREA 2
AutoCAD SHX Text
EC2.2
AutoCAD SHX Text
EXISTING CONDITIONS - AREA 3
AutoCAD SHX Text
EC3.0
AutoCAD SHX Text
DEMO, CLEARING, GRADING, EXC, AND LAND DEV PLAN - AREA 1 - AREA 1
AutoCAD SHX Text
EC3.1
AutoCAD SHX Text
DEMO, CLEARING, GRADING, EXC, AND LAND DEV PLAN - AREA 2 - AREA 2
AutoCAD SHX Text
EC3.2
AutoCAD SHX Text
DEMO, CLEARING, GRADING, EXC, AND LAND DEV PLAN - AREA 3 - AREA 3
AutoCAD SHX Text
EC4.0
AutoCAD SHX Text
STREET AND UTILITIES - AREA 1
AutoCAD SHX Text
EC4.1
AutoCAD SHX Text
STREET AND UTILITIES - AREA 2
AutoCAD SHX Text
EC4.2
AutoCAD SHX Text
STREET AND UTILITIES - AREA 3
AutoCAD SHX Text
EC5.0
AutoCAD SHX Text
VERTICAL CONSTRUCTION PLAN
AutoCAD SHX Text
EC6.0
AutoCAD SHX Text
FINAL LANDSCAPING AND STABILIZATION PLAN - AREA 1
AutoCAD SHX Text
EC6.1
AutoCAD SHX Text
FINAL LANDSCAPING AND STABILIZATION PLAN - AREA 2
AutoCAD SHX Text
EC6.2
AutoCAD SHX Text
FINAL LANDSCAPING AND STABILIZATION PLAN - AREA 3
AutoCAD SHX Text
EC7.0
AutoCAD SHX Text
BMP DETAILS
AutoCAD SHX Text
EC7.1
AutoCAD SHX Text
BMP DETAILS
AutoCAD SHX Text
EC7.2
AutoCAD SHX Text
BMP DETAILS
AutoCAD SHX Text
DETAILING CONVENTION:
AutoCAD SHX Text
DETAILS:
AutoCAD SHX Text
DETAIL NUMBER
AutoCAD SHX Text
SHEET WHERE DETAIL IS TAKEN
AutoCAD SHX Text
SHEET WHERE DETAIL IS SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
KPFF CONSULTING ENGINEERS
AutoCAD SHX Text
BRIANNA NAVARRO
AutoCAD SHX Text 425-286-3477
AutoCAD SHX Text
CONSTRUCTION/PROJECT MANAGER
AutoCAD SHX Text WASHINGTON DEPT. OF ECOLOGY CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) CERTIFICATION
AutoCAD SHX Text N/A
AutoCAD SHX Text
BRIANNA.NAVARRO@KPFF.COM
AutoCAD SHX Text
ESCP PREPARER:
AutoCAD SHX Text
STEVE KINGSLEY, REGISTERED PROFESSIONAL ENGINEER
AutoCAD SHX Text
AutoCAD SHX Text 8/25/22
AutoCAD SHX Text
ODEQ REVIEW 8/10/22
AutoCAD SHX Text
JTB
2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET __ OF __
AutoCAD SHX Text
ORIGINAL DRAWING
AutoCAD SHX Text
NOT ONE INCH
AutoCAD SHX Text
ON THIS SHEET
AutoCAD SHX Text
ACCORDINGLY, IF
AutoCAD SHX Text
ADJUST SCALES
AutoCAD SHX Text 0" 1"
AutoCAD SHX Text
ONE INCH ON
AutoCAD SHX Text
THIS BAR IS
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
AutoCAD SHX Text 8/25/22
AutoCAD SHX Text
ODEQ REVIEW 8/10/22
AutoCAD SHX Text
JTB
AutoCAD SHX Text
STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES:
AutoCAD SHX Text
BMP MATRIX FOR CONSTRUCTION PHASES
AutoCAD SHX Text
CLEARING
AutoCAD SHX Text
MASS GRADING
AutoCAD SHX Text
UTILITY INSTALLATION
AutoCAD SHX Text
ROAD CONSTRUCTION
AutoCAD SHX Text
FINAL STABILIZATION
AutoCAD SHX Text
WET WEATHER (OCT. 1 - MAY 31ST)
AutoCAD SHX Text
EROSION PREVENTION
AutoCAD SHX Text
PRESERVE EXISTING VEGETATION
AutoCAD SHX Text X**
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
GROUND COVER
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
PLASTIC SHEETING
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
DUST CONTROL
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
TEMPORARY/PERMANENT SEEDING
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
BUFFER ZONE
AutoCAD SHX Text X**
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
OTHER
AutoCAD SHX Text
SEDIMENT CONTROL
AutoCAD SHX Text
SEDIMENT FENCE (PERIMETER)
AutoCAD SHX Text X**
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
SEDIMENT FENCE (INTERIOR)
AutoCAD SHX Text X**
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
FIBER ROLL/STRAW WATTLE
AutoCAD SHX Text X**
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
COMPOST SOCK
AutoCAD SHX Text X**
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
DRAINAGE SWALES
AutoCAD SHX Text X**
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
INLET PROTECTION
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
SEDIMENT TRAP
AutoCAD SHX Text X**
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
NATURAL BUFFER ENCROACHMENT
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
OTHER
AutoCAD SHX Text
RUNOFF CONTROL
AutoCAD SHX Text
CONSTRUCTION ENTRANCE
AutoCAD SHX Text X**
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
OUTLET PROTECTION
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
SURFACE ROUGHENING
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
CHECK DAMS
AutoCAD SHX Text
OTHER
AutoCAD SHX Text
POLLUTION PREVENTION
AutoCAD SHX Text
PROPER SIGNAGE
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
HAZ WASTE MGMT
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
SPILL KIT ONSITE
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
CONCRETE WASHOUT AREA
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
OTHER
AutoCAD SHX Text
* SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY
AutoCAD SHX Text
1. ONCE KNOWN, INCLUDE A LIST OF ALL CONTRACTORS THAT WILL ENGAGE IN CONSTRUCTION ACTIVITIES ONCE KNOWN, INCLUDE A LIST OF ALL CONTRACTORS THAT WILL ENGAGE IN CONSTRUCTION ACTIVITIES ON SITE, AND THE AREAS OF THE SITE WHERE THE CONTRACTOR(S) WILL ENGAGE IN CONSTRUCTION ACTIVITIES. REVISE THE LIST AS APPROPRIATE UNTIL PERMIT COVERAGE IS TERMINATED (SECTION 4.4.C.I). IN ADDITION, INCLUDE A LIST OF ALL PERSONNEL (BY NAME AND POSITION) THAT ARE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND MAINTENANCE OF STORMWATER CONTROL MEASURES (E.G. ESCP DEVELOPER, BMP INSTALLER (SEE SECTION 4.10), AS WELL AS THEIR INDIVIDUAL RESPONSIBILITIES. (SECTION 4.4.C.II) 2. VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SECTION 6.5) 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ’S 1200-C PERMIT REQUIREMENTS. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ’S 1200-C PERMIT REQUIREMENTS. S 1200-C PERMIT REQUIREMENTS. (SECTION 6.5.Q) 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. (SECTION 4.7) 5. THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SECTIONS 4 AND 4.11) 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8) THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8) 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SECTION 4.9) 8. SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SECTION 2.2.2) 9. CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO PREVENT STORMWATER FROM BYPASSING CONTROLS AND PONDING. (SECTION 2.2.3) 10. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SECTION 2.2.1) 11. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SECTION 2.2.5) 12. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE. (SECTION 2.2.4) 13. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SECTIONS 2.1.3) 14. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SECTIONS 2.1.1. AND 2.2.16) 15. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SECTIONS 2.2.6 AND 2.2.13) 16. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SECTION 2.2.14) 17. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS.(SECTIONS 2.2.20 AND 2.2.21) 18. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SECTION ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SECTION 2.3.7) 19. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE BUSINESS DAY FOR THOSE CONTAINERS THAT ARE ACTIVELY USED THROUGHOUT THE DAY. FOR WASTE CONTAINERS THAT DO NOT HAVE LIDS, PROVIDE EITHER (1) COVER (E.G., A TARP, PLASTIC SHEETING, TEMPORARY ROOF) TO PREVENT EXPOSURE OF WASTES TO PRECIPITATION, OR (2) A SIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS (E.G., SECONDARY CONTAINMENT). (SECTION 2.3.7) 20. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND- DISTURBING ACTIVITIES. (SECTION 2.2.7) 21. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SECTION 2.2.7.F) 22. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SECTIONS 1.5 AND 2.3.9) 23. ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT DISTURBED. (SECTION 2.2.10) 24. PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES ARE TO BE PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES ARE TO BE INSTALLED. (SECTION 2.2.12) 25. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SECTIONS 2.2.15 AND 2.3) 26. PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND STAMPED BY AN OREGON PROFESSIONAL ENGINEER. (SEE SECTION 2.2.17.A) 27. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED. (SEE SECTIONS 2.2.17 AND 2.2.18) 28. PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATED PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATED GROUNDWATER SEEPAGE DUE TO SHALLOW EXCAVATION ACTIVITIES. (SEE SECTION 2.4) 29. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SECTION 2.3) 30. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SECTION 2.2.9) 31. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER’S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SECTION 2.3.5) 32. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQ BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER’S SPECIFICATIONS. (SECTION 1.2.9) S SPECIFICATIONS. (SECTION 1.2.9) 33. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SECTION 2.2) 34. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SECTION 2.2.8) 35. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SECTION 2.1.5.B) 36. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL. (SECTION 2.1.5.C) 37. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SECTION 2.1.5.D) 38. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIMEFRAME. (SECTION 2.2.19.A) 39. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SECTION 2.2.19) 40. DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WILL BE TEMPORARILY INACTIVE FOR 14 OR MORE CALENDAR DAYS. (SECTION 6.5.F.) 41. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SECTION 2.2.20) 42. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS NEEDED FOR LONG TERM USE FOLLOWING TERMINATION OF PERMIT COVERAGE. (SECTION 2.2.21)
AutoCAD SHX Text
KLAMATH FALLS N.F.H.
AutoCAD SHX Text
PHASE 2-4 ESCP
AutoCAD SHX Text 8/25/2022
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EC1.1
AutoCAD SHX Text
ESCP STANDARD NOTES
AutoCAD SHX Text
CMB
AutoCAD SHX Text
JTB
AutoCAD SHX Text
SWK
AutoCAD SHX Text 2.0
AutoCAD SHX Text
SPILL PREVENTION
ALL SPILL PREVENTION PROCEDURES PER SECTION 2.3.10 OF THE GENERAL PERMIT MUST BE IMPLEMENTED BY THE CONTRACTOR. CONTRACTOR TO PROVIDE A WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURE, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURE, SPILL KITS AVAILABLE ON SITE, REGULARLY MAINTAINED VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, SIGNAGE, AND COVER STORAGE AREAS FOR WASTE AND SUPPLIES.
C3C1 C2 B1
X
X
X
X
X
X
C6 B4 C4 C5 B2 B3
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
SD
M
M
M
M
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
AutoCAD SHX Text
WETLAND C
AutoCAD SHX Text
EDGE OF CONCRETE DRAINAGE STRUCTURE
AutoCAD SHX Text
12" PVC IE 4141.12
AutoCAD SHX Text
12" PVC IE 4140.73
AutoCAD SHX Text
18" CPP IE 4133.87
AutoCAD SHX Text
12" PVC IE 4141.79
AutoCAD SHX Text
12" PVC IE 4125.92
AutoCAD SHX Text
12" PVC IE 4133.89
AutoCAD SHX Text
6" STL IE 4129.15
AutoCAD SHX Text
6" STL END IE 4138.93
AutoCAD SHX Text
18" CPP IE 4136.85
AutoCAD SHX Text
12" PVC IE 4140.74
AutoCAD SHX Text
12" PVC IE 4140.70
AutoCAD SHX Text
12" CMP IE 4148.04
AutoCAD SHX Text
EXISTING HATCHERY BUILDING
AutoCAD SHX Text
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET __ OF __
AutoCAD SHX Text
ORIGINAL DRAWING
AutoCAD SHX Text
NOT ONE INCH
AutoCAD SHX Text
ON THIS SHEET
AutoCAD SHX Text
ACCORDINGLY, IF
AutoCAD SHX Text
ADJUST SCALES
AutoCAD SHX Text 0" 1"
AutoCAD SHX Text
ONE INCH ON
AutoCAD SHX Text
THIS BAR IS
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
AutoCAD SHX Text 8/25/22
AutoCAD SHX Text
ODEQ REVIEW 8/10/22
AutoCAD SHX Text
JTB
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
USFWS LEASE BOUNDARY
AutoCAD SHX Text
MATCHLINE - SEE SHEET EC2.1EC2.1
AutoCAD SHX Text
KLAMATH FALLS N.F.H.
AutoCAD SHX Text
PHASE 2-4 ESCP
AutoCAD SHX Text 8/25/2022
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EC2.0
AutoCAD SHX Text
EXISTING CONDITIONS - AREA 1
AutoCAD SHX Text
CMB
AutoCAD SHX Text
JTB
AutoCAD SHX Text
SWK
AutoCAD SHX Text 3.0
AutoCAD SHX Text
EXISTING DRAINAGE SWALE EST IN PHASE 1
AutoCAD SHX Text
POND DRAINAGE LINE EST IN PHASE 1
AutoCAD SHX Text
POND DRAIN CB EST IN PHASE 1 RIM = 4149.25
AutoCAD SHX Text
REARING PONDS EST IN PHASE 1
AutoCAD SHX Text
POND DRAIN CB EST IN PHASE 1 RIM = 4157.0
AutoCAD SHX Text
POND DRAIN CB EST IN PHASE 1 RIM = 4157.0
AutoCAD SHX Text
POND DRAIN CB EST IN PHASE 1 RIM = 4157.0
AutoCAD SHX Text
POND DRAIN CB EST IN PHASE 1 RIM = 4148.74
AutoCAD SHX Text
DRAINAGE DITCH INLET RIM = 4144.95 EST IN PHASE 1
AutoCAD SHX Text
DRAINAGE CB RIM = 4143.0' EST IN PHASE 1
AutoCAD SHX Text
DRAINAGE CB RIM = 4141.0' EST IN PHASE 1
AutoCAD SHX Text
24" OUTFALL,IE = 4137.40' EST IN PHASE 1
AutoCAD SHX Text
CAPPED POND DRAIN STUB IE = 4134.17' EST IN PHASE 1
AutoCAD SHX Text
TEMP DRAINAGE DITCH EST IN PHASE 1
AutoCAD SHX Text
POND DRAIN CB EST IN PHASE 1 RIM = 4148.74
AutoCAD SHX Text
POND DRAINAGE PIPING FROM EX PONDS
AutoCAD SHX Text
EX TILAPIA PONDS
AutoCAD SHX Text
EX POND DRAINAGE CB, RIM = 4148.38
AutoCAD SHX Text
EX EFFLUENT POND
AutoCAD SHX Text
EX ACRE PONDS14 ACRE PONDS
AutoCAD SHX Text
EX CONC DRAINAGE STRUCTURE FOR ACRE 14 ACRE PONDS
AutoCAD SHX Text
EX 18" INLET INTOEFFLUENT POND
AutoCAD SHX Text
PHASE 1 STOCKPILE LOCATION, AREA GRADED TO ±4148 MIN AND±4153 MAX.
AutoCAD SHX Text
EX GRADE
AutoCAD SHX Text
ABOVE GRADE GEOTHERMAL MAIN, EST IN PHASE 1
AutoCAD SHX Text
BELOW GRADE GEOTHERMAL PIPE EST IN PHASE 1
AutoCAD SHX Text
CAPPED POND DRAIN STUB IE = 4133.25' EST IN PHASE 1
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INFLUENT RETENTION POND EST. IN PHASE 1
AutoCAD SHX Text
POND DRAINAGE CB, RIM = 4162.0'
AutoCAD SHX Text
MATCHLINE
AutoCAD SHX Text
MATCHLINE
AutoCAD SHX Text
50' SETBACK FROM WETLAND
AutoCAD SHX Text
POND DRAINAGE CB, RIM = 4157.0'
AutoCAD SHX Text
GEOTHERMAL SUPPLY STUB EST IN PHASE 1
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PHASE 1 MAJOR CONTOUR PHASE 1 MINOR CONTOUR EXISTING GRAVEL ROAD GRAVEL ROAD EST. IN PHASE 1 HMA ROAD EST IN PHASE 1 WETLAND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1. PROVIDE INLET PROTECTION AT ALL DISCOVERED PROVIDE INLET PROTECTION AT ALL DISCOVERED CATCH BASIN AND STORM DRAIN INLETS (TYP) PER DETAIL 2 ON SHEET EC7.1. EC7.1. . 2. CONSTRUCTION DEWATERING PER NOTES ON CONSTRUCTION DEWATERING PER NOTES ON SHEETS EC4.0-EC4.2. EC4.0-EC4.2. -EC4.2. EC4.2. . 3. COMPOST SOCK IS TO BE INSTALLED ON THE COMPOST SOCK IS TO BE INSTALLED ON THE INSIDE OF SILT FENCE AT IDENTIFIED AREAS TO PROTECT THE WETLAND BUFFER ZONE.
NOTES:
GEO
GEO
GEO
GEO
GEO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
M
SD
SD
SD
SD
SD
SD
SD
SD
X
X
X X
X X
X X
X X
X X
X X
X
2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
AutoCAD SHX Text
WETLAND C
AutoCAD SHX Text
6" STL IE 4126.90
AutoCAD SHX Text
12" PVC IE 4125.92
AutoCAD SHX Text
6" STL IE 4127.64
AutoCAD SHX Text
6" STL IE 4128.91
AutoCAD SHX Text
6" STL IE 4129.15
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET __ OF __
AutoCAD SHX Text
ORIGINAL DRAWING
AutoCAD SHX Text
NOT ONE INCH
AutoCAD SHX Text
ON THIS SHEET
AutoCAD SHX Text
ACCORDINGLY, IF
AutoCAD SHX Text
ADJUST SCALES
AutoCAD SHX Text 0" 1"
AutoCAD SHX Text
ONE INCH ON
AutoCAD SHX Text
THIS BAR IS
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
AutoCAD SHX Text 8/25/22
AutoCAD SHX Text
ODEQ REVIEW 8/10/22
AutoCAD SHX Text
JTB
AutoCAD SHX Text N
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
MATCHLINE - SEE SHEET EC2.0EC2.0
AutoCAD SHX Text
MATCHLINE - SEE SHEET EC2.2EC2.2
AutoCAD SHX Text
KLAMATH FALLS N.F.H.
AutoCAD SHX Text
PHASE 1A
AutoCAD SHX Text 1/22/2021
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EC2.1
AutoCAD SHX Text
EXISTING CONDITIONS - AREA 2
AutoCAD SHX Text
CMB
AutoCAD SHX Text
JTB
AutoCAD SHX Text
SWK
AutoCAD SHX Text 4.0
AutoCAD SHX Text
POND DRAINAGE OUTFALL, IE = 4127.55' EST IN PHASE 1
AutoCAD SHX Text
POND DRAINAGE CB RIM = 4134.95' EST IN PHASE 1
AutoCAD SHX Text
POND DRAINAGE CB RIM = 4134.95' EST IN PHASE 1
AutoCAD SHX Text
ABOVE GRADE GEOTHERMAL MAIN EST. IN PHASE 1
AutoCAD SHX Text
POND DRAINAGE CB RIM = 4135.40' EST IN PHASE 1
AutoCAD SHX Text
CAPPED POND DRAIN STUB IE = 4132.00' EST IN PHASE 1
AutoCAD SHX Text
12" OUTFALL FOR EXTILAPIA PONDS IE = 4125.92'
AutoCAD SHX Text
EX ABOVE GRADE GEOTHERMAL PIPE
AutoCAD SHX Text
POND DRAINAGE CB RIM = 4133.56' EST IN PHASE 1
AutoCAD SHX Text
50' SETBACK FROM WETLAND
AutoCAD SHX Text
POND DRAINAGE PIPING FROM EX TILAPIA PONDS
AutoCAD SHX Text
USFWS LEASE BOUNDARY
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX GEOTHERMAL SUPPLY STUB
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PHASE 1 MAJOR CONTOUR PHASE 1 MINOR CONTOUR EXISTING GRAVEL ROAD GRAVEL ROAD EST. IN PHASE 1 HMA ROAD EST IN PHASE 1 WETLAND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1. PROVIDE INLET PROTECTION AT ALL DISCOVERED PROVIDE INLET PROTECTION AT ALL DISCOVERED CATCH BASIN AND STORM DRAIN INLETS (TYP) PER DETAIL 2 ON SHEET EC7.1. EC7.1. . 2. CONSTRUCTION DEWATERING PER NOTES ON CONSTRUCTION DEWATERING PER NOTES ON SHEETS EC4.0-EC4.2. EC4.0-EC4.2. -EC4.2. EC4.2. . 3. COMPOST SOCK IS TO BE INSTALLED ON THE COMPOST SOCK IS TO BE INSTALLED ON THE INSIDE OF SILT FENCE AT IDENTIFIED AREAS TO PROTECT THE WETLAND BUFFER ZONE.
TREE 6" & 10' Drip
E(O H)
E(O H)
E(O H
GEO
GEO
GEO
GEO GEO GEO GEO GEO
GEO
W W
W
W
W
W
W W
GEO
GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO
M
M
X
XXXXXXXX
P
X X X X X X X
XX
A A A A A A A A A A A A
W
W W W W W W W W W W W W
W
AW
X X
X
XXXXXXXXXXXXX
X
X
XXXXXXXX
2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
AutoCAD SHX Text
LAND
AutoCAD SHX Text
WET-
AutoCAD SHX Text A
AutoCAD SHX Text
EXISTING HATCHERY BUILDING
AutoCAD SHX Text
12" CMP IE 4120.49
AutoCAD SHX Text
12" CMP IE 4123.18
AutoCAD SHX Text
12" CMP IE 4122.56
AutoCAD SHX Text
12" CMP IE 4123.74
AutoCAD SHX Text
12" CPP IE 4128.75
AutoCAD SHX Text
12" CMP IE 4133.09
AutoCAD SHX Text
12" CMP IE 4133.34
AutoCAD SHX Text
12" CMP IE 4140.46
AutoCAD SHX Text
12" CMP IE 4141.76
AutoCAD SHX Text
6" STL IE 4127.64
AutoCAD SHX Text
12" CPP IE 4127.55
AutoCAD SHX Text
6" STL IE 4128.91
AutoCAD SHX Text
6" STL IE 4141.21
AutoCAD SHX Text
6" STL IE 4143.83
AutoCAD SHX Text
6" STL IE 4145.29
AutoCAD SHX Text
2" WATER LINE FROM TEMPERING POND, PE DOWNSTREAM OF VALVE
AutoCAD SHX Text
2" WATER LINE FROM TEMPERING POND, PVC UPSTREAM OF VALVE
AutoCAD SHX Text
2" PVC IE 4153.23
AutoCAD SHX Text
2" PVC IE 4153.06
AutoCAD SHX Text
1" PVC IE 4153.14
AutoCAD SHX Text
1" PVC IE 4153.20
AutoCAD SHX Text
1" PVC IE 4153.37
AutoCAD SHX Text
1" PVC IE 4152.89
AutoCAD SHX Text
6" STL IE 4146.27
AutoCAD SHX Text
3" ALUM IE 4152.41
AutoCAD SHX Text
2" STL INTO 3" ALUM IE 4155.28
AutoCAD SHX Text
2" STL IE 4155.51
AutoCAD SHX Text
1" PVC W/ WIRES IE 4155.59
AutoCAD SHX Text
6" STL IE 4156.71
AutoCAD SHX Text
2" STL IE 4156.52
AutoCAD SHX Text
6" STL IE 4156.56
AutoCAD SHX Text
1" PVC W/ WIRES IE 4156.04
AutoCAD SHX Text
6" STL IE 4131.26
AutoCAD SHX Text
EXISTING ±16' DRIVEWAY
AutoCAD SHX Text
EXISTING ±13' DRIVEWAY
AutoCAD SHX Text
EXISTING PUMPHOUSE
AutoCAD SHX Text
EXISTING TEMPERING POND
AutoCAD SHX Text
6" STL IE 4135.71
AutoCAD SHX Text
2" PVC AIR HOSE
AutoCAD SHX Text
2" PVC AIR HOSE
AutoCAD SHX Text P
AutoCAD SHX Text W
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET __ OF __
AutoCAD SHX Text
ORIGINAL DRAWING
AutoCAD SHX Text
NOT ONE INCH
AutoCAD SHX Text
ON THIS SHEET
AutoCAD SHX Text
ACCORDINGLY, IF
AutoCAD SHX Text
ADJUST SCALES
AutoCAD SHX Text 0" 1"
AutoCAD SHX Text
ONE INCH ON
AutoCAD SHX Text
THIS BAR IS
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
AutoCAD SHX Text 8/25/22
AutoCAD SHX Text
ODEQ REVIEW 8/10/22
AutoCAD SHX Text
JTB
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SEE SHEET EC2.1EC2.1
AutoCAD SHX Text
EXISTING GEOTHERMAL WELL
AutoCAD SHX Text
USFWS LEASE BOUNDARY
AutoCAD SHX Text
EXISTING PONDS, TYP
AutoCAD SHX Text
EXISTING INFLUENT RETENTION PONDS
AutoCAD SHX Text
KLAMATH FALLS N.F.H.
AutoCAD SHX Text
PHASE 1A
AutoCAD SHX Text 1/22/2021
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EC2.2
AutoCAD SHX Text
EXISTING CONDITIONS - AREA 3
AutoCAD SHX Text
CMB
AutoCAD SHX Text
JTB
AutoCAD SHX Text
SWK
AutoCAD SHX Text 5.0
AutoCAD SHX Text
MATCHLINE
AutoCAD SHX Text EX ABOVE GRADE GEOTHERMAL PIPE, PIPE IN AREA 3 DEMOLISHED IN PHASE 1, SEE APPROVED DRAWINGS FOR EXTENT OF DEMOLISHED PIPE.
AutoCAD SHX Text
ABOVE GRADE GEOTHERMAL MAIN EST. IN PHASE 1
AutoCAD SHX Text
EX 12" CMP,IE = 4123.74'
AutoCAD SHX Text
EX 12" CMP,IE = 4122.56'
AutoCAD SHX Text
EX 12" CMP,IE = 4123.18'
AutoCAD SHX Text
EX 12" CMP,IE = 4120.49'
AutoCAD SHX Text
EX 12" CPP,IE = 4128.75'
AutoCAD SHX Text
EX 12" CPP,IE = 4127.55'
AutoCAD SHX Text
EXISTING DRAINAGE DITCH
AutoCAD SHX Text
EX 12" CMP,IE = 4133.34'
AutoCAD SHX Text
EX 12" CMP,IE = 4133.09'
AutoCAD SHX Text
EXISTING TEMPERING POND
AutoCAD SHX Text
EX 12" CMP,IE = 4141.76'
AutoCAD SHX Text
EX 12" CMP,IE = 4140.46'
AutoCAD SHX Text
EX HATCHERY BUILDING
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PHASE 1 MAJOR CONTOUR PHASE 1 MINOR CONTOUR EXISTING GRAVEL ROAD GRAVEL ROAD EST. IN PHASE 1 HMA ROAD EST IN PHASE 1 WETLAND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX MAINTENANCE BUILDING
AutoCAD SHX Text
1. PROVIDE INLET PROTECTION AT ALL DISCOVERED PROVIDE INLET PROTECTION AT ALL DISCOVERED CATCH BASIN AND STORM DRAIN INLETS (TYP) PER DETAIL 2 ON SHEET EC7.1. EC7.1. . 2. CONSTRUCTION DEWATERING PER NOTES ON CONSTRUCTION DEWATERING PER NOTES ON SHEETS EC4.0-EC4.2. EC4.0-EC4.2. -EC4.2. EC4.2. . 3. COMPOST SOCK IS TO BE INSTALLED ON THE COMPOST SOCK IS TO BE INSTALLED ON THE INSIDE OF SILT FENCE AT IDENTIFIED AREAS TO PROTECT THE WETLAND BUFFER ZONE.
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
SD
M
M
M
M
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
XC6 B4
C4 C5 B2 B3
X
X
X
X
X
X
C3C1 C2 B1
2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
AutoCAD SHX Text
EDGE OF CONCRETE DRAINAGE STRUCTURE
AutoCAD SHX Text
12" PVC IE 4141.12
AutoCAD SHX Text
12" PVC IE 4140.73
AutoCAD SHX Text
18" CPP IE 4133.87
AutoCAD SHX Text
12" PVC IE 4141.79
AutoCAD SHX Text
12" PVC IE 4125.92
AutoCAD SHX Text
12" PVC IE 4133.89
AutoCAD SHX Text
6" STL IE 4129.15
AutoCAD SHX Text
6" STL END IE 4138.93
AutoCAD SHX Text
18" CPP IE 4136.85
AutoCAD SHX Text
12" PVC IE 4140.74
AutoCAD SHX Text
12" PVC IE 4140.70
AutoCAD SHX Text
12" CMP IE 4148.04
AutoCAD SHX Text
EXISTING HATCHERY BUILDING
AutoCAD SHX Text
WETLAND C
AutoCAD SHX Text
WETLAND C
AutoCAD SHX Text
USFWS LEASE BOUNDARY
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text DEMOLISH ROADWAY CONSTRUCTION ENTRANCE SEE DETAIL 1 ON SHEET EC7.0 EC7.0 SILT FENCE SEE DETAIL 2 ON SHEET EC7.0 EC7.0 COMPOST SOCK, INSTALL 5' OFFSET FROM SILT FENCE TO PROTECT WETLAND BUFFER ZONE, SEE DETAIL 6 ON SHEET EC7.1 EC7.1 FIBER ROLLS, SEE DETAIL 5 ON SHEET EC7.1 CONCRETE WASHOUT AREA SEE DETAIL 4 ON SHEET EC7.1 EC7.1 DIVERSION SWALE SEE DETAIL 3 ON SHEET EC7.0 SEDIMENT TRAP SEE DETAIL 4 ON SHEET EC7.0
AutoCAD SHX Text
3250 LF SILT FENCE
AutoCAD SHX Text
TOTAL CUT: 37,330 CY. YD. TOTAL FILL: 62,927 CY. YD.
AutoCAD SHX Text
APPROXIMATE EARTHWORK
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET __ OF __
AutoCAD SHX Text
ORIGINAL DRAWING
AutoCAD SHX Text
NOT ONE INCH
AutoCAD SHX Text
ON THIS SHEET
AutoCAD SHX Text
ACCORDINGLY, IF
AutoCAD SHX Text
ADJUST SCALES
AutoCAD SHX Text 0" 1"
AutoCAD SHX Text
ONE INCH ON
AutoCAD SHX Text
THIS BAR IS
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
AutoCAD SHX Text 8/25/22
AutoCAD SHX Text
ODEQ REVIEW 8/10/22
AutoCAD SHX Text
JTB
AutoCAD SHX Text
MATCHLINE - SEE SHEET EC3.1EC3.1
AutoCAD SHX Text
KLAMATH FALLS N.F.H.
AutoCAD SHX Text
PHASE 2-4 ESCP
AutoCAD SHX Text 8/25/2022
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EC3.0
AutoCAD SHX Text
DEMO, CLEARING, GRADING, EXC, AND LAND DEV PLAN
AutoCAD SHX Text
CMB
AutoCAD SHX Text
JTB
AutoCAD SHX Text
SWK
AutoCAD SHX Text 6.0
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FIBER ROLL, 1985 LF
AutoCAD SHX Text
MATCHLINE
AutoCAD SHX Text
PROPOSED CONTOURS, TYP.
AutoCAD SHX Text
50' SETBACK FROM WETLANDS
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text EX GRADE FLOW ARROW PROPOSED GRADE FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PHASE 1 MAJOR CONTOUR PHASE 1 MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING GRAVEL ROAD GRAVEL ROAD EST. IN PHASE 1 HMA ROAD EST IN PHASE 1 WETLAND AREA OF FILL (+1.00' OR GREATER) AREA OF CUT (-1.00 OR GREATER) UNDISTURBED NATURAL BUFFER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
715LF SILT FENCE WITH COMPOST SOCK OFFSET 5' FROM SILT FENCE
AutoCAD SHX Text
CONCRETE WASHOUT
AutoCAD SHX Text
CONCRETE WASHOUT
AutoCAD SHX Text
1985 LF FIBER ROLL
AutoCAD SHX Text
CRUSHED ROCK CONSTRUCTION ACCESS
AutoCAD SHX Text
DEMO EX ACCESS ROAD
AutoCAD SHX Text
DEMO EX 14ACRE PONDS (4)
AutoCAD SHX Text
DEMO EX CONC DRAINAGE STRUCTURE
AutoCAD SHX Text
DEMO EX 18" CPP STORM DRAINAGE PIPE, 406 LF
AutoCAD SHX Text
DEMO EX 6" DRAINPIPE
AutoCAD SHX Text
TEMP DRAINAGE SWALE TO BE REMOVED
AutoCAD SHX Text
EXISTING BUILDING TO BE REMOVED BY USFWS IN COORDINATION WITH CONTRACTOR
AutoCAD SHX Text
DEMO 12" PONDDRAIN PIPING
AutoCAD SHX Text
3250 LF SILT FENCE
AutoCAD SHX Text
MATCHLINE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text STOCKPILE LOCATION, APPROX. 8,500 SF, SEE GRADING AND EROSION CONTROL NOTE 8 ON SHEET EC7.0EC7.0
AutoCAD SHX Text
SEDIMENT TRAP
AutoCAD SHX Text
DIVERSION SWALE
AutoCAD SHX Text
AREA 1
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. SEE SHEET EC3.2 FOR GRADING, STREET, FINAL SEE SHEET EC3.2 FOR GRADING, STREET, FINAL EC3.2 FOR GRADING, STREET, FINAL FOR GRADING, STREET, FINAL STABILIZATION, AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES. 2. SEE SHEET EC3.2 FOR EROSION CONTROL SEE SHEET EC3.2 FOR EROSION CONTROL EC3.2 FOR EROSION CONTROL FOR EROSION CONTROL SEQUENCING NOTES. 2. SEE SHEET EC3.2 FOR DEMO, CLEARING, SEE SHEET EC3.2 FOR DEMO, CLEARING, EC3.2 FOR DEMO, CLEARING, FOR DEMO, CLEARING, EXCAVATION, AND LAND DEVELOPMENT PLAN NOTES
AutoCAD SHX Text
DEMO EX TILAPIA PONDS (8)
AutoCAD SHX Text
SILT FENCE AT BASE OF STOCKPILE, 412 LF
AutoCAD SHX Text
CONSTRUCTION NOTES:
AutoCAD SHX Text
STOCKPILE TO BE COVERED WITH PLASTIC HELD DOWN BY SANDBAGS WHEN NOT IN USE.
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT LIMITS, TYP
AutoCAD SHX Text N
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PROPOSED GABION RET WALL.
AutoCAD SHX Text
REARING PONDS HAVE 2:1 OR 3:1 SIDE SLOPES, TYP.
AutoCAD SHX Text
PROVIDE INLET PROTECTION AT DITCH INLETS, SEE DETAILS ON SHEET EC7.1
AutoCAD SHX Text
EXISTING GABION RET WALL
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GEO
GEO
GEO
GEO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
M
SD
SD
SD
SD
SD
SD
SD
SD
X
X
X X
X X
X X
X X
X X
X X
X
2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
AutoCAD SHX Text
6" STL IE 4126.90
AutoCAD SHX Text
12" PVC IE 4125.92
AutoCAD SHX Text
6" STL IE 4127.64
AutoCAD SHX Text
6" STL IE 4128.91
AutoCAD SHX Text
6" STL IE 4129.15
AutoCAD SHX Text
WETLAND C
AutoCAD SHX Text
WETLAND C
AutoCAD SHX Text N
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET __ OF __
AutoCAD SHX Text
ORIGINAL DRAWING
AutoCAD SHX Text
NOT ONE INCH
AutoCAD SHX Text
ON THIS SHEET
AutoCAD SHX Text
ACCORDINGLY, IF
AutoCAD SHX Text
ADJUST SCALES
AutoCAD SHX Text 0" 1"
AutoCAD SHX Text
ONE INCH ON
AutoCAD SHX Text
THIS BAR IS
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
AutoCAD SHX Text 8/25/22
AutoCAD SHX Text
ODEQ REVIEW 8/10/22
AutoCAD SHX Text
JTB
AutoCAD SHX Text
MATCHLINE - SEE SHEET EC3.0EC3.0
AutoCAD SHX Text
MATCHLINE - SEE SHEET EC3.2EC3.2
AutoCAD SHX Text
50' SETBACK FROM WETLANDS
AutoCAD SHX Text
USFWS LEASE BOUNDARY
AutoCAD SHX Text
3250 LF SILT FENCE
AutoCAD SHX Text
TOTAL CUT: 37,330 CY. YD. TOTAL FILL: 62,927 CY. YD.
AutoCAD SHX Text
APPROXIMATE EARTHWORK
AutoCAD SHX Text
PROPOSED CONTOURS, TYP.
AutoCAD SHX Text
COMPOST SOCK OFFSET 5' FROM SILT FENCE
AutoCAD SHX Text
1985 LF FIBER ROLL
AutoCAD SHX Text
DEMO EX TILAPIA PONDS (16)
AutoCAD SHX Text
DEMO 12" PONDDRAIN PIPING
AutoCAD SHX Text
756 LF COMPOST SOCK
AutoCAD SHX Text
REMOVE EX ACCESS ROAD
AutoCAD SHX Text
715LF SILT FENCE
AutoCAD SHX Text
AREA 2
AutoCAD SHX Text
KLAMATH FALLS N.F.H.
AutoCAD SHX Text
PHASE 2-4 ESCP
AutoCAD SHX Text 8/25/2022
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EC3.1
AutoCAD SHX Text
DEMO, CLEARING, GRADING, EXC, AND LAND DEV PLAN
AutoCAD SHX Text
CMB
AutoCAD SHX Text
JTB
AutoCAD SHX Text
SWK
AutoCAD SHX Text 7.0
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CRUSHED ROCK CONSTRUCTION ACCESS
AutoCAD SHX Text
PORTABLE RESTROOM, IN CASE OF SPILLS FROM THE RESTROOM REFER TO THE SPILL PLAN
AutoCAD SHX Text DEMOLISH ROADWAY CONSTRUCTION ENTRANCE SEE DETAIL 1 ON SHEET EC7.0 EC7.0 SILT FENCE SEE DETAIL 2 ON SHEET EC7.0 EC7.0 COMPOST SOCK, INSTALL 5' OFFSET FROM SILT FENCE TO PROTECT WETLAND BUFFER ZONE, SEE DETAIL 6 ON SHEET EC7.1 EC7.1 FIBER ROLLS, SEE DETAIL 5 ON SHEET EC7.1 CONCRETE WASHOUT AREA SEE DETAIL 4 ON SHEET EC7.1 EC7.1 DIVERSION SWALE SEE DETAIL 3 ON SHEET EC7.0 SEDIMENT TRAP SEE DETAIL 4 ON SHEET EC7.0
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text EX GRADE FLOW ARROW PROPOSED GRADE FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PHASE 1 MAJOR CONTOUR PHASE 1 MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING GRAVEL ROAD GRAVEL ROAD EST. IN PHASE 1 HMA ROAD EST IN PHASE 1 WETLAND AREA OF FILL (+1.00' OR GREATER) AREA OF CUT (-1.00 OR GREATER) UNDISTURBED NATURAL BUFFER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES:
1. SEE SHEET EC3.2 FOR GRADING, STREET, FINAL SEE SHEET EC3.2 FOR GRADING, STREET, FINAL EC3.2 FOR GRADING, STREET, FINAL FOR GRADING, STREET, FINAL STABILIZATION, AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES. 2. SEE SHEET EC3.2 FOR EROSION CONTROL SEE SHEET EC3.2 FOR EROSION CONTROL EC3.2 FOR EROSION CONTROL FOR EROSION CONTROL SEQUENCING NOTES. 2. SEE SHEET EC3.2 FOR DEMO, CLEARING, SEE SHEET EC3.2 FOR DEMO, CLEARING, EC3.2 FOR DEMO, CLEARING, FOR DEMO, CLEARING, EXCAVATION, AND LAND DEVELOPMENT PLAN NOTES
H)
E(O H)
E(O H
GEO
GEO
GEO
GEO GEO GEO GEO GEO
GEO
W W
W
W
W
W
W W
GEO
GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO
M
M
X
XXXXXXXX
P
X X X X X X X
XX
A A A A A A A A A A A A
W
W W W W W W W W W W W W
W
AW
X X
X
XXXXXXXXXXXXX
X
XXXXXXXX
2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
AutoCAD SHX Text
EXISTING HATCHERY BUILDING
AutoCAD SHX Text
12" CMP IE 4120.49
AutoCAD SHX Text
12" CMP IE 4123.18
AutoCAD SHX Text
12" CMP IE 4122.56
AutoCAD SHX Text
12" CMP IE 4123.74
AutoCAD SHX Text
12" CPP IE 4128.75
AutoCAD SHX Text
12" CMP IE 4133.09
AutoCAD SHX Text
12" CMP IE…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .