NRCS+Design+Drawings.pdf
PDF 265 KB Posted
- Attached to
- 2024 Dakota Collieries AML Project
- Solicitation number
- 408.24.03.005
- Issued by
- Mercer County, North Dakota
About this file
This document contains design drawings for an aboveground fiberglass cistern detail from the Natural Resources Conservation Service (NRCS), a division of the United States Department of Agriculture. The drawings provide technical specifications for the cistern including the tank height, diameter, pipe and valve connections, overflow lines, venting, and anchor and tie-down details. The drawings are part of a larger state and local contract opportunity for the 2024 Dakota Collieries Abandoned Mine Land (AML) reclamation project located in Mercer County, North Dakota. The project involves reclaiming an abandoned underground lignite coal mine site 3 miles southeast of Zap, North Dakota. The project scope, location, and technical specifications are provided in the bid documents.
The drawings provide detailed instructions for the proper installation and anchoring of the aboveground fiberglass cistern, including the use of 2,000 lb test steel cables, turnbuckles, cable clips, and various concrete and ground anchor options. These technical specifications are likely requirements for contractors submitting bids on the 2024 Dakota Collieries AML reclamation project in order to properly install the cistern as part of the site remediation work.
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N R C S
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
SEE NEXT SHEET FOR ANCHOR AND TIE DOWN DETAIL
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*SEE NEXT SHEET FOR ADDITIONAL DETAILS
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TIE DOWN CABLE
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PLAN VIEW NOT TO SCALE
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MANHOLE W/ LADDER
AutoCAD SHX Text Ø D
AutoCAD SHX Text
3" X 4" STEEL PIPE AND ROCK FOR PROTECTION
AutoCAD SHX Text 1 " CURB STOP CONNECTED TO 12" CURB STOP CONNECTED TO THE 2 " MINIMUM OVERFLOW PIPE12" MINIMUM OVERFLOW PIPE
AutoCAD SHX Text
SCH 40 OR HDPE
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INLET
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OVERFLOW LINE 2 " MINIMUM DIAMETER12" MINIMUM DIAMETER
AutoCAD SHX Text
AIR VENT
AutoCAD SHX Text
STOP/WASTE VALVE
AutoCAD SHX Text
DELIVERY PIPE
AutoCAD SHX Text
DRILL " HOLE14" HOLE
AutoCAD SHX Text STORAGE TANK MUST BE VENTED TO ATMOSPHERE WITH NOT LESS THAN 2" VENT SCREENED W/ 90° BEND° BEND BENDBEND
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GROUND SURFACE
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STOP/WASTE VALVE
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DELIVERY PIPE
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MINIMUM 6" SAND/GRAVEL 34" MINUS CLEAN SANE/GRAVEL
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2 " OVERFLOW SCH.40 12" OVERFLOW SCH.40 OR HDPE 50' MINIMUM
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3" X 4" STEEL PIPE WITH RODENT SCREEN AND ROCK FOR PROTECTION
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MINIMUM 6" OF " MINUS 34" MINUS CLEAN SAND/GRAVEL
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2 " MINIMUM DIAMETER 12" MINIMUM DIAMETER A MINIMUM OF 50' SCH 40 OR HDPE
AutoCAD SHX Text 1 " CURB STOP ON DRAIN 12" CURB STOP ON DRAIN CONNECTED TO THE 2 " OVERFLOW PIPE12" OVERFLOW PIPE
AutoCAD SHX Text
MANHOLE WITH LADDER AND LOCKING LID
AutoCAD SHX Text NOTES: 1. PIPE BETWEEN MULTIPLE TANKS SHOULD BE FLEXIBLE TO ALLOW FOR SETTLEMENT 2. DRAIN AND FLUSH LINE SHOULD BE LOCATED AT THE BOTTOM OR AS CLOSE TO THE BOTTOM OF THE STORAGE TANK AS POSSIBLE. 3. TANK WILL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 4. FENCE TANK AFTER INSTALLATION TO PROTECT FROM LIVESTOCK AND WILDLIFE. 5. INSTALL ANCHORS AND CABLES PER DETAIL DRAWING. CABLES SHALL BE PRE-TENSIONED DURING INSTALLATION USING TURNBUCKLES OR OTHER HARDWARE.
AutoCAD SHX Text
ELEVATION VIEW NOT TO SCALE
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SEE TABLE NEXT SHEET
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TANK HEIGHT = H = ___ FT TANK DIAMETER = D = ___ FT
AutoCAD SHX Text Approved
AutoCAD SHX Text Checked
AutoCAD SHX Text Date
AutoCAD SHX Text Designed
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Date
AutoCAD SHX Text Sheet of
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ABOVEGROUND FIBERGLASS CISTERN DETAIL
AutoCAD SHX Text
OWNER:
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COUNTY:
AutoCAD SHX Text ND-DWG-100a
N R C S
N a t u r a l
R e s o u r c e s
C o n s e r v a t i o n
S e r v i c e
U n i t e d
S t a t e s
D e p a r t m e n t o f
A g r i c u l t u r e
AutoCAD SHX Text Minimum 3 cable clips per each end of steel cable
AutoCAD SHX Text Cable Clips
AutoCAD SHX Text 2000 psi. tension Cable
AutoCAD SHX Text To/from tank
AutoCAD SHX Text Min of 6 Cable Dia
AutoCAD SHX Text Cable not in tension
AutoCAD SHX Text
CABLE ATTACHMENT DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text 2000 lb TEST (Min) STEEL CABLE/WIRE ROPE --INSTALL TURNBUCKLES TO ADJUST TENSION
AutoCAD SHX Text
TANK ANCHORS DETAIL ELEVATION VIEW NOT TO SCALE
AutoCAD SHX Text CABLE ATTACHMENT TO TANK: TIE DOWNS SHALL BE ADEQUATE TO HOLD 2000 LB TENSION AND SUITABLE FOR CABLE ATTACHMENT
AutoCAD SHX Text
STAINLESS STEEL CABLE THIMBLE -ALL TANK TIES
AutoCAD SHX Text
GROUND SURFACE
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CABLE ATTACHMENT TO ANCHOR. SEE DETAIL THIS SHEET
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SEE ANCHOR DETAIL OPTIONS THIS SHEET
AutoCAD SHX Text
GROUND ANCHOR ELEVATION VIEW NOT TO SCALE
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CONCRETE ANCHOR ELEVATION VIEW NOT TO SCALE
AutoCAD SHX Text
RAIL TIE ANCHOR ELEVATION VIEW NOT TO SCALE
AutoCAD SHX Text
STANDARD RAILROAD TIE
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STEEL ANCHORAGE SHALL BE EMBEDDED IN CONCRETE
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CABLE SHALL BE ATTACHED TO ENSURE ADEQUATE CONNECTION.
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CONCRETE ANCHOR SHALL BE INSTALLED AT OR BELOW GROUND SURFACE
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COMPACTED BACKFILL
AutoCAD SHX Text Approved
AutoCAD SHX Text Checked
AutoCAD SHX Text Date
AutoCAD SHX Text Designed
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Date
AutoCAD SHX Text Sheet of
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ABOVEGROUND FIBERGLASS CISTERN ANCHORING DETAIL
AutoCAD SHX Text
OWNER:
AutoCAD SHX Text
COUNTY:
AutoCAD SHX Text ND-DWG-100b
| Sheets and Views |
| ND-100 ABOVE_GROUND_POLY_TANK-ND-100A ABOVE GROUND POLY TANK |
| ND-100 ABOVE_GROUND_POLY_TANK-ND-100B ABOVE GROUND POLY TANK |
File details come from the government source that posted it. Updated .