1240LU224Q0046 Attachment 5 Plans Septic Tank Design Buffalo Gap CG and Septic DPG.pdf

PDF 3 MB Posted Aug 4, 2024

Attached to: GAOA Buffalo Gap Campground Septic System Dakota Prairie Grasslands
Solicitation number: 1240LU24Q0046
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Aug 4, 2024

This document contains engineering design drawings and details for a septic system upgrade project at the Buffalo Gap Campground located in the Dakota Prairie Grasslands. The key details include:

The project involves installing a new 2,000-gallon, H20 traffic-rated septic tank, replacing existing asphalt, and tying into the existing sewer line and lift station. The new tank will include access risers, a slide-in baffle wall, and an effluent filter. Detailed design drawings provide the tank dimensions, pipe connections, and asphalt repair specifications.

This project is associated with the federal contract opportunity 1240LU24Q0046 for the "GAOA Buffalo Gap Campground Septic System Dakota Prairie Grasslands", issued by the U.S. Department of Agriculture Forest Service. The contract opportunity provides the overall scope and requirements for the campground septic system upgrade.

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Other files

File	Type	Posted
1240LU24Q0046 Attachment 7 WD 20240045 Golden Valley ND.pdf	PDF	Aug 4, 2024
1240LU24Q0046 Attachment 3 Specifications Lift station Buffalo Gap CG and Septic DPG.pdf	PDF	Aug 4, 2024
1240LU24Q0046 Attachment 1 SOI Buffalo Gap Campground Sewer DPG.docx	DOCX document	Aug 4, 2024
1240LU24Q0046 Attachment 4 Specifications Septic Tank Buffalo Gap CG Septic DPG.docx	DOCX document	Aug 4, 2024
1240LU24Q0046 RFQ Buffalo Gap Campground Septic System DPG Final.pdf	PDF	Aug 4, 2024
1240LU24Q0046 Attachment 6 Project Map - Buffalo Gap Campgrond Sewer DPG.pdf	PDF	Aug 4, 2024
1240LU24Q0046 Attachment 2 SOW Buffalo Gap Campground Sewer DPG.docx	DOCX document	Aug 4, 2024

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F G

WWW

W W W

W W

S S

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SERV I CE

DEP AR TMENT OF AGR I CU LT

United States Department of Agriculture Forest Service

7/1 1/2

3 1 1:

:\U

.D W

R-01 Northern Region

BUFFALO GAP

CAMPGROUND

WASTEWATER

SYSTEM

UPGRADE

Dakota Prairie Grasslands

Medora Ranger District

OVERALL SITEPLAN

06/13/2023

D. Davis

P. Borgesen

C-1 2 5

SEE DETAIL

SHEET C-2

LEGEND:

EXISTING ELECTRIC LINE

EXISTING WATER LINE

EXISTING SEWERLINE

EXISTING SEWER MANHOLE

EXISTING CURBSTOP VALVE

BUFFALO GAP CAMPGROUND

WW SYSTEM UPGRADE

AutoCAD SHX Text E

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

DRAINFIELD

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text c

AutoCAD SHX Text

DRAINFIELD

AutoCAD SHX Text c

AutoCAD SHX Text

COMFORT STATION

AutoCAD SHX Text

SHOWER BLDG.

AutoCAD SHX Text

SEPTIC TANK

AutoCAD SHX Text

ABANDONED SEWER LINE

AutoCAD SHX Text

1" PE

AutoCAD SHX Text

3" PVC MAIN

AutoCAD SHX Text

3" PVC MAIN

AutoCAD SHX Text

1" PE

AutoCAD SHX Text

1" PE

AutoCAD SHX Text

1 1/2" PVC

AutoCAD SHX Text

1" PE

AutoCAD SHX Text

EXISTING DRAIN TO DAYLIGHT, 1-1/2" PVC.

AutoCAD SHX Text

SEPTIC TANK

AutoCAD SHX Text

LIFT STATION

AutoCAD SHX Text E

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text C

AutoCAD SHX Text S

W W

S S

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SERV I CE

DEP AR TMENT OF AGR I CU LT

United States Department of Agriculture Forest Service

7/1 1/2

3 1 1:

:\U

.D W

R-01 Northern Region

BUFFALO GAP

CAMPGROUND

WASTEWATER

SYSTEM

UPGRADE

Dakota Prairie Grasslands

Medora Ranger District

DETAILED SITELAN

06/13/2023

D. Davis

P. BORGESEN

C-2 3 5

LEGEND:

EXISTING ELECTRIC LINE

EXISTING WATER LINE

EXISTING SEWERLINE

EXISTING SEWER MANHOLE

EXISTING CURBSTOP VALVE

INSTALL NEW 2000 GAL

TRAFFIC RATED SEPTIC TANK

EXISTING VAULT TOILET

INSTALL APPROX 15' NEW 4"

SCH 40 PVC PIPE. TIE INTO

TO EXISTING DUMP STATION

TIE IN TO EXISTING SEWERLINE

EXISTING LIFT STATION

BUFFALO GAP CAMPGROUND

WW SYSTEM UPGRADE

SAWCUT EXISTING ASPHALT TO ALLOW

INSTALLATION OF NEW TANK. REPLACE WITH

NEW ASPHALT ONCE SEPTIC TANK AND LINES

HAVE BEEN INSTALLED. SEE DETAIL SHEET D-2.

NOTES:

1. TANK SHALL BE A 2,000 GALLON TWO

PIECE SEPTIC TANK, H20 TRAFFIC RATED

DESIGN

2. CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATING EXISTING UTILITIES IN

AFFECTED AREA. ANY UTILITES

DAMAGED DURING CONSTRUCTION

SHALL BE REPLACED AT CONTRACTORS

EXPENSE.

3. REMOVE EXISTING ASPHALT AS

NECESSARY TO INSTALL TANK. DISPOSE

OF WASTE ASPHALT LEGALLY OFFSITE.

4. ASPHALT TO BE REPLACED UPON

COMPLETION OF TANK AND PIPELINE

INSTALLATION.

AutoCAD SHX Text E

AutoCAD SHX Text c

AutoCAD SHX Text

1" PE

AutoCAD SHX Text

LIFT STATION

AutoCAD SHX Text E

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text C

7' 6'-2"

5'-2"

24"

SLIDE IN BAFFLE WALL

OUTLET

24" RCP RISER

(HEIGHT VARIES)

4' PIPE SEAL

CONSEAL CS-102

BUTYL JOINT SEALANT

CONSEAL CS-102

BUTYL JOINT SEALANT

OUT

PEA GRAVEL OR OTHER

NON-COMPACTABLE

GRANULAR BEDDING

MATERIAL

4" SCH 40 PVC

INLET, FROM

TRAILER DUMP

STATION

4" SCH 40 PVC DISCHARGE,

TIE INTO EIXISTING LINE TO LIFT STATION

H20 RATED CAST IRON

RING AND COVER, TYP.

24" RCP RISER AND PRECAST

CONCRETE ADJUSTING RINGS

EFFLUENT FILTER MEETING

REQUIREMENTS BELOW,

OSI FT0854-36 OR EQUAL

EFFLUENT FILTER:

1. 8" FILTER DIAMETER.

2. EFFECTIVE OPENING NO GREATER THAN 18".

3. MIN CLEAR WATER FLOWRATE OF 4.2 GPM

4. ALL EFFLUENT MUST GO THROUGH THE

FILTER.

5. FILTER HANDLE TO EXTEND TO GROUND

SURFACE

6. MUST HAVE PROCESS CONTROLLED FILTER

OPENINGS.

7. FILTER MATERIAL MUST BE CORROSION

RESISTANT.

8. FILTER MUST MEET ANSI/NSF STANDARD 46

LIQUID

LEVEL

REPLACE

ASPHALT

SURFACE

19"

2000 GAL,

H20 TRAFFIC

RATED TANK

H20 RATED CAST IRON

RING AND COVER

SLIDE IN BAFFLE WALL

H20 RATED CAST IRON

RING AND COVER

13'

4'-3" 4'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SERVI CE

DEPAR TMENT OF AGR I CU LT

United States Department of Agriculture Forest Service

7/1 1/2

3 1 1:

:\U

.D W

R-01 Northern Region

BUFFALO GAP

CAMPGROUND

WASTEWATER

SYSTEM

UPGRADE

Dakota Prairie Grasslands

Medora Ranger District

SEPTIC TANK DETAILS

06/13/2023

D. Davis

P. BORGESEN

D-1 4 5

NOTES:

1. TANK SHALL BE A 2,000 GALLON TWO PIECE SEPTIC TANK.

2. TANK SHALL BE AN H20 TRAFFIC RATED DESIGN, AS MANUFACTURED BY

BILLINGS PRECAST OR EQUAL.

3. TANK SHALL INCLUDE TWO 24" DIAMETER ACCESS HOLES IN TOP

4. TANK SHALL INCLUDE TWO PRESS-SEAL CAST-A-SEAL 402 RUBBER BOOT PIPE

CONNECTORS WITH #88 SS PIPE CLAMP FOR 4" SCH 40 PVC INLET AND OUTLET

PIPES PENETRATIONS.

5. TANK SHALL INCLUDE A 3" THICK SLIDE-IN STYLE BAFFLE WALL WITH A 6" X 36"

LIQUID TRANSFER OPENING.

6. APPURTENANCES SHALL INCLUDE TWO CAST IRON RING AND COVERS, STAMPED

WITH "SEWER".

7. RISERS SHALL BE 24" DIAMETER, RCP ACCESS RISERS WITH 24" X 2" PRECAST

CONCRETE ADJUSTING RIGNS PER ACCESS TO BRING TO FINAL GRADE.

8. CONSEAL CS-102 BUTYL MASTIC JOINT SEALANT SHALL BE USED TO SEAL

CENTER TANK JOINT AND ACCESS RISERS.

SECTION A-A SECTION B-B

TOP VIEW

2000 GALLON SEPTIC TANK H20

TRAFFIC RATED DESIGN

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

3" BITUMINOUS SURFACE

6" COMPACTED CRUSHED

AGGREGATE

CUT EDGE OF EXISTING

BITUMINOUS SURFACE STRAIGHT

& PROVIDE TACK COAT

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SERVI CE

DEPAR TMENT OF AGR I CU LT

United States Department of Agriculture Forest Service

7/1 1/2

3 1 1:

:\U

.D W

R-01 Northern Region

BUFFALO GAP

CAMPGROUND

WASTEWATER

SYSTEM

UPGRADE

Dakota Prairie Grasslands

Medora Ranger District

ASPHALT REPAIR

DETAILS

06/13/2023

D. Davis

P. BORGESEN

D-2 5 5

ASPHALT REPAIR DETAIL

NOTES:

1. TANK SHALL BE A 2,000 GALLON TWO PIECE SEPTIC TANK, H20 TRAFFIC RATED

DESIGN

2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES IN

AFFECTED AREA. ANY UTILITES DAMAGED DURING CONSTRUCTION SHALL BE

REPLACED AT CONTRACTORS EXPENSE.

3. REMOVE EXISTING ASPHALT AS NECESSARY TO INSTALL TANK. DISPOSE OF

WASTE ASPHALT LEGALLY OFFSITE.

4. ASPHALT TO BE REPLACED UPON COMPLETION OF TANK AND PIPELINE

INSTALLATION.

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details (2)

OLE1

Buf_23-details.pdf

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details

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Buf_23-SITEPLAN (2).pdf

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um J BigHoV:
D2Row1:
ASPHALT REPAIR DETAILSRow1:
D2Row2:
ASPHALT REPAIR DETAILSRow2:
EAST ZONE ENVIRONMENTAL ENGINEER:
MEDORA DISTRICT RANGER:
GRASSLANDS ENGINEER:
GRASSLANDS SUPERVISOR:
DIRECTOR OF ENGINEERING:
DATE:
DATE_2:
DATE_3:
DATE_4:
DATE_5:
NO REVISION DESCRIPTION BY DATE SET NO:
SHEET NO:
	2023-07-12T11:31:17-0600
DEBORAH DAVIS

	2023-07-13T13:25:46-0600
MISTY HAYS

	2023-07-12T11:36:27-0600
CURTIS GRUDNIEWSKI

	2024-02-08T17:56:04-0600
BETHANY IHLE

	2024-03-22T12:22:43-0600
CORRINE KEGEL

File details come from the government source that posted it. Updated Aug 4, 2024.