Lake Laurel sewage management plans.pdf
PDF 10 MB Posted
- Attached to
- Sewage Management Improvements at Lake Laurel
- Solicitation number
- PE-53600-RFQ-2026-000000049
- Issued by
- Barrow County, Georgia
About this file
Lake Laurel Sewage Management Plans Summary
This document is an onsite sewage management plan prepared by Carter Engineering Consultants, Inc. for Georgia College and State University for property located at 361 Lake Laurel Road, Milledgeville, Georgia 31061, within Baldwin County, Georgia. The project involves the design and installation of a new sewage management system to reroute sanitary sewer lines from an existing septic tank and sand filters to a proposed system. The system is designed to serve nine bedrooms across three structures: a lodge (first floor with two bedrooms, second floor with four bedrooms) and a cottage (three bedrooms), with a calculated sewage flow of 450 gallons per day based on 50 gallons per day per bedroom. The proposed system includes a 1,500-gallon traffic-rated septic tank, a 1,500-gallon grease trap, a lift station with two MP3069 pumps, a 4-foot diameter traffic-rated valve vault, and four absorption lines at 80 linear feet each (320 linear feet total) with 2-foot depth. The plan also addresses abandonment of the existing septic tank and sand filters. The project is dated January 16, 2026, and reflects client review status (Issue 1).
The Georgia Department of Public Health Manual for Onsite Sewage Management Systems Section J standards govern the design, with calculations based on a percolation rate of 90 minutes per inch for Vance soil series, resulting in 854 square feet of required drainage field area. The property encompasses 88.0 acres total with a 0.5-acre disturbed area. The plan set includes five sheets covering cover information, onsite sewage management plans, aerial overview, lift station standard details, valve vault standard details, and drain field standard details. Carter Engineering Consultants, Inc. holds GSWCC Level II Certification No. 000000000083. The project consultant contact is Jeff Carter, P.E. (770.725.1200; jeff@carterengineering.com), with the owner/developer contact as Ranee Parker at Georgia College and State University (478.445.5063; ranee.parker@gcsu.edu).
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| File | Type | Posted |
|---|---|---|
| Project Manual _ Sewage Management Improvemen.pdf |
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Text version
GSWCC Level II Certification
No. 000000000083
PROJECT CONSULTANTS AND CONTACT INFORMATION
C I V
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ON SITE SEWAGE
MANAGEMENT PLANS
FOR
PROJECT LOCATION
361 LAKE LAUREL ROAD
MILLEDGEVILLE, GA 31061
CONSTRUCTION ENTRANCE
33.120117 NORTH
83.184600 WEST
PARCEL ID NUMBER
106 409
SITE DESIGN & ENGINEERING SHEET INDEX
SHEET
NUMBER SHEET TITLE
C 1.0 COVER SHEET
C 2.0 ONSITE SEWAGE MANAGEMENT PLAN
C 2.1 AERIAL OVERVIEW
C 3.0 LIFT STATION STANDARD DETAILS
C 4.0 VALVE VAULT STANDARD DETAILS
C 5.0 DRAIN FIELD STANDARD DETAILS
REVISION BLOCK
REVISION
NUMBER REVISION DATE & DESCRIPTION
ISSUE 1 01/16/2026 CLIENT REVIEW
ISSUE 2 ----
ISSUE 3 ----
ISSUE 4 ----
ISSUE 5 ----
ISSUE 6 ----
ISSUE 7 ----
ISSUE 8 ----
ISSUE 9 ----
ISSUE 10 ----
CARTER ENGINEERING CONSULTANTS, INC.
1010 COMMERCE DRIVE
BOGART, GA 30622
CONTACT: 770.725.1200
JEFF CARTER, P.E.
JEFF@CARTERENGINEERING.COM
GEORGIA COLLEGE AND STATE UNIVERSITY
320 NORTH WAYNE STREET
MILLEDGEVILLE, GA
24-HOUR CONTACT: RANEE PARKER
PHONE: 478.445.5063
RANEE.PARKER@GCSU.EDU
25005GCSU
PROJECT NUMBER:
SHEET NUMBER:
DATE:
SHEET TITLE:
CARTER ENGINEERING
1010 COMMERCE DRIVE
BOGART, GA 30622
P: 770.725.1200 F: 770.725.1204 www.carterengineering.com
01/16/2026
COPYRIGHT NOTICE 2026 CARTER ENGINEERING
ALL RIGHTS RESERVED
C
THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS THE PROPERTY OF CARTER ENGINEERING CONSULTANTS, INC. AND IS TO BE RETAINED IN CONFIDENCE. WITHOUT WRITTEN PERMISSION OF AN OFFICER OF CARTER ENGINEERING CONSULTANTS, INC. THIS PLAN IS NOT TO BE DUPLICATED, SENT, SHOWN OR USED FOR ANY OTHER PURPOSE THAN TO DISCLOSE TO THE RECIPIENT A DESIGN CONCEPT SPECIFIC TO THE PROJECT SHOWN HEREIN. THIS PLAN SET, INCLUDING ALL HARD COPIES AND ELECTRONIC FILES, IS TO BE RETURNED TO CARTER ENGINEERING CONSULTANTS, INC. UPON DEMAND.
1. THE ENGINEER IS NOT RESPONSIBLE FOR COST CHANGES DURING CONCEPTUAL, PRELIMINARY, OR DESIGN PHASE.
2. BIDS & QUOTES SHALL BE BASED ON PLAN SETS LABELED "ISSUE FOR BID" ON THE REVISION BLOCK.
3. BIDS & QUOTES SHALL BE REVISED BASED ON PLANS LABELED "ISSUE FOR CONSTRUCTION" ON THE REVISION BLOCK.
4. IF DISCREPANCIES ARE ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE DEVIATION FROM THIS PLAN SET, THE
ENGINEER SHOULD BE NOTIFIED FOR UPDATED PLANS AND/ OR FIELD CHANGES.
5. THE ENGINEER IS NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION COST ASSOCIATED WITH FIELD CHANGES OR
DEVIATION FROM THIS PLAN SET DUE TO UNFORESEEN SITE CONDITIONS, CLIENT MODIFICATION REQUEST AND/ OR
CONTRACTOR CHANGES.
6. THE ENGINEER IS NOT RESPONSIBLE FOR THE EFFICACY OF FIELD CHANGES OR DEVIATION FROM THIS PLAN SET IN
ANYWAY, UNLESS CHANGES ARE DIRECTED BY THE ENGINEER.
GENERAL PLAN SET NOTES
SITE LOCATION MAP
NOT TO SCALE
C 1.0
PROJECT TRACT 88.0 ACRES DISTURBED AREA 0.5 ACRES
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CONTACT: 770.725.1200
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MIKE@CARTERENGINEERING.COM
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INTERMITTENTLY
FLOWING
STREAM
IE 6" DIP: 274.79
(UNKNOWN
TERMINUS)
POSSIBLE
WATER VAULT
THE REGENTS OF THE
UNIVERSITY SYSTEM OF GEORGIA
TAX PARCEL: 106 049
LAKE LAUREL
REROUTE COTTAGE AND LODGE
SANITARY SEWER FROM EXISTING
SEPTIC TANK AND SAND FILTERS
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LAKE
LAUREL
LODGE
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CARETAKERS
COTTAGE
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ex. 24" cmp
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Approx.
Ex. Ropes Course
Approx.
Ex. Ropes Course
Ex. Gravel Drive
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Ex. Yurt
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Vance 2-12%
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Enon 6-12%
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Enon 6-12%
Wilkes 2-12%
Mecklenburg Shallow 6-12%
Mecklenburg Shallow 6-12%
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Not Surveyed Slopes>25%
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Property Boundary per Baldwin Co. Tax Maps (Approximate)
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FEMA FLOOD LINE
FEMA FLOOD LINE
FEM
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2"Ø DIP FORCE MAIN
4" SDR 26 PVC GRAVITY
DRAIN TO PROPOSED
SEPTIC TANK (TYP.)
2"Ø DIP FORCE MAIN
4 EACH, 80 LINEAR FEET
ABSORPTION LINES
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10'
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GSWCC Level II Certification
No. 000000000083
25005GCSU
01/16/2026
CARTER ENGINEERING
1010 COMMERCE DRIVE
BOGART, GA 30622
P: 770.725.1200 F: 770.725.1204 www.carterengineering.com
SHEET TITLE:
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PROJECT NUMBER:
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ONSITE SEWAGE
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Know what's below Call before you dig
Utilities Protection Center, Inc.
PROJECT INFORMATION
DRAWING SET PREPARED BY: OWNER/DEVELOPER:
CARTER ENGINEERING CONSULTANTS,
INC. GEORGIA COLLEGE AND STATE UNIVERSITY
1010 COMMERCE DRIVE 320 NORTH WAYNE STREET
BOGART, GA 30622 MILLEDGEVILLE, GA 31061
CONTACT: JEFF CARTER, P.E. CONTACT: RANEE PARKER
PHONE: 770.725.1200 478.445.5063
JEFF@CARTERENGINEERING.COM RANEE.PARKER@GCSU.EDU
SITE INFORMATION
JURISDICTION BALDWIN COUNTY, GA
PROPERTY LOCATION
361 LAKE LAUREL ROAD
MILLEDGEVILLE, GA 31061
PARCEL NUMBER 106 409
ZONING R2-AG UNRESTRICTED AGRICULTURAL RESIDENTIAL
REQUIRED BUILDING SETBACKS
FRONT: 35 FEET
SIDE: 15 FEET
REAR: 15 FEET
MAXIMUM BUILDING HEIGHT 25 FEET
SANITARY SEWER SERVICE ON SITE SEPTIC
WATER SERVICE BALDWIN COUNTY
FEMA FLOOD INSURANCE RATE MAP 13009C0175D
FEMA FIRM DATE 12/16/2010
FEMA SFHA ZONE ZONES X, A, AE
UNDERGROUND UTILITY DISCLAIMER:
THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD
INFORMATION AND/OR EXISTING DRAWINGS. CARTER ENGINEERING DOES NOT WARRANT
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. CARTER ENGINEERING DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE OWNER,
HIS/HER EMPLOYEES, CONSULTANTS AND CONTRACTORS SHALL HEREBY DISTINCTLY
UNDERSTAND THAT THE CARTER ENGINEERING IS NOT RESPONSIBLE FOR THE CORRECTNESS
OR SUFFICIENCY OF THIS INFORMATION REGARDING THE UNDERGROUND UTILITIES AND
STRUCTURES RELATED TO UNDERGROUND UTILITIES SHOWN HEREON. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE ALL UTILITIES PRIOR TO
COMMENCING WORK AND NOTIFY ENGINEER IF A DISCREPANCY IS FOUND. SPECIFICALLY,
THE CONTRACTOR SHALL VERIFY THE INVERT ELEVATIONS OF ALL EXISTING STORM AND
SANITARY SEWER STRUCTURES PRIOR TO COMMENCEMENT OF STORM AND SANITARY
SEWER CONSTRUCTION.
LOCATION MAP
SCALE: N.T.S.
SITE
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LAKE
LAUREL
LA
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LAUREL
RO
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RD NE
SPRINGSBLACK
CSX
RAILRO
AD
GRID NORTH
40'
GRAPHIC SCALE
SCALE: 1" = 40'
20' 40' 80' 120'
PER GEORGIA DEPARTMENT OF PUBLIC HEALTH MANUAL FOR ONSITE
SEWAGE MANAGEMENT SYSTEMS SECTION J - SEWAGE FLOW SCHEDULE
GIVEN: 50 GPD/BED BEDS GPD
LODGE 1ST FLOOR: 2 100
LODGE 2ND FLOOR: *4 200
COTTAGE: 3 150
TOTAL 9 450
GIVEN PERC RATE = 90 MIN/IN (VANCE SOIL SERIES)
5/ 90 = 0.527 GAL/SF/DAY
450 GPD / 0.527 GAL/SF/DAY = 854 SF
USE 3' WIDE TRENCH
854 SF / 3 FT = 285 LF OF TRENCH DESIGN REQUIRED
*USE (4 LINES)(80 FT) = 320 LF OF TRENCH PROPOSED
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25' SWB
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INTERMITTENTLY
FLOWING
STREAM
IE 6" DIP: 274.79
(UNKNOWN
TERMINUS)
POSSIBLE
WATER VAULT
THE REGENTS OF THE
UNIVERSITY SYSTEM OF GEORGIA
TAX PARCEL: 106 049
LAKE LAUREL
REROUTE COTTAGE AND LODGE
SANITARY SEWER FROM EXISTING
SEPTIC TANK AND SAND FILTERS
TO PROPOSED SEPTIC TANK.
LAKE
LAUREL
LODGE
EXISTING
CARETAKERS
COTTAGE
Approx.
location of
ex. 24" cmp
Approx. Ex.
Ropes Course
Approx.
Ex. Ropes Course
Approx.
Ex. Ropes Course
Ex. Gravel Drive
Approx.
Ex. Yurt
Not Surveyed Slopes>25%
Not Surveyed Slopes>25%
Approx. Ex.
Stream
50' Stream
Septic Setback
E x.
D it ch
' D it ch
S ep ti c
S et ba ck
Property Boundary per Baldwin Co. Tax Maps (Approximate)
FEMA FLOOD LINE
FEMA FLOOD LINE
FEM
A FLO
O
D LINE
2"Ø DIP FORCE MAIN
4" SDR 26 PVC GRAVITY
DRAIN TO PROPOSED
SEPTIC TANK (TYP.)
2"Ø DIP FORCE MAIN
4 EACH, 80 LINEAR FEET
ABSORPTION LINES
2 FT DEEP
10'
CO 4''SS
4' 'S
S
CO
IEIN =
297.00
IEout = 296.67
1,500 GALLON
TRAFFIC RATED
SEPTIC TANK
LIFT STATION
TRAFFIC RATED
CO
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S 4'
'S S
4''SS CO 1.500 GALLON
GREASE TRAP
10'
RESERVE
AREA
DISTRIBUTION
BOX
E X I S T I N G S E P T I C T A N K A N D S A N D F I L T E R T O B E A B A N D O N E D
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GSWCC Level II Certification
No. 000000000083
25005GCSU
01/16/2026
CARTER ENGINEERING
1010 COMMERCE DRIVE
BOGART, GA 30622
P: 770.725.1200 F: 770.725.1204 www.carterengineering.com
SHEET TITLE:
PROJECT NAME:
DATE:
PROJECT NUMBER:
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AERIAL OVERVIEW
Know what's below Call before you dig
Utilities Protection Center, Inc.
PROJECT INFORMATION
DRAWING SET PREPARED BY: OWNER/DEVELOPER:
CARTER ENGINEERING CONSULTANTS,
INC. GEORGIA COLLEGE AND STATE UNIVERSITY
1010 COMMERCE DRIVE 320 NORTH WAYNE STREET
BOGART, GA 30622 MILLEDGEVILLE, GA 31061
CONTACT: JEFF CARTER, P.E. CONTACT: RANEE PARKER
PHONE: 770.725.1200 478.445.5063
JEFF@CARTERENGINEERING.COM RANEE.PARKER@GCSU.EDU
SITE INFORMATION
JURISDICTION BALDWIN COUNTY, GA
PROPERTY LOCATION
361 LAKE LAUREL ROAD
MILLEDGEVILLE, GA 31061
PARCEL NUMBER 106 409
ZONING R2-AG UNRESTRICTED AGRICULTURAL RESIDENTIAL
REQUIRED BUILDING SETBACKS
FRONT: 35 FEET
SIDE: 15 FEET
REAR: 15 FEET
MAXIMUM BUILDING HEIGHT 25 FEET
SANITARY SEWER SERVICE ON SITE SEPTIC
WATER SERVICE BALDWIN COUNTY
FEMA FLOOD INSURANCE RATE MAP 13009C0175D
FEMA FIRM DATE 12/16/2010
FEMA SFHA ZONE ZONES X, A, AE
UNDERGROUND UTILITY DISCLAIMER:
THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD
INFORMATION AND/OR EXISTING DRAWINGS. CARTER ENGINEERING DOES NOT WARRANT
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. CARTER ENGINEERING DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE OWNER,
HIS/HER EMPLOYEES, CONSULTANTS AND CONTRACTORS SHALL HEREBY DISTINCTLY
UNDERSTAND THAT THE CARTER ENGINEERING IS NOT RESPONSIBLE FOR THE CORRECTNESS
OR SUFFICIENCY OF THIS INFORMATION REGARDING THE UNDERGROUND UTILITIES AND
STRUCTURES RELATED TO UNDERGROUND UTILITIES SHOWN HEREON. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE ALL UTILITIES PRIOR TO
COMMENCING WORK AND NOTIFY ENGINEER IF A DISCREPANCY IS FOUND. SPECIFICALLY,
THE CONTRACTOR SHALL VERIFY THE INVERT ELEVATIONS OF ALL EXISTING STORM AND
SANITARY SEWER STRUCTURES PRIOR TO COMMENCEMENT OF STORM AND SANITARY
SEWER CONSTRUCTION.
LOCATION MAP
SCALE: N.T.S.
SITE
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LAKE
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RD NE
SPRINGSBLACK
CSX
RAILRO
AD
GRID NORTH
40'
GRAPHIC SCALE
SCALE: 1" = 40'
20' 40' 80' 120'
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~ASPHALT~
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12" BRICK WALL
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12" BRICK WALL
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25' SWB
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25' SWB
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GSWCC Level II Certification
No. 000000000083
25005GCSU
01/16/2026
CARTER ENGINEERING
1010 COMMERCE DRIVE
BOGART, GA 30622
P: 770.725.1200 F: 770.725.1204 www.carterengineering.com
SHEET TITLE:
PROJECT NAME:
DATE:
PROJECT NUMBER:
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C I V I L E N G I N E E R I N G | L A N D S C A P E A R C H I T E C T U R E | L A N D P L A N N I N G | L A N D S U R V E Y I N G | M U N I C I P A L S E R V I C E S
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LIFT STATION
STANDARD DETAILS
UPPER GUIDE
BAR KIT, 3/4"
GUIDE BAR,
3/4", 316 SST
BRACING, DISCHARGE PIPE.
ALL BOLT PENETRATIONS
THRU WALLS MUST BE
SEALED WITH SILICONE
SEALANT.
DISCHARGE
CONNECTION, 2"
WASHER, 13
16 ID, 11
2 OD,
GENERAL PURPOSE, 316 SST.
NUT, 34-10, 316 SST
HUB
PIPING KIT, 2"
U-BOLT 38-16 OD 2-1
2, 2" PIPE
ANTI-FLOTATION
FLANGE
BASIN/CYLINDER
ASSEMBLY, 4'.
STATION DEPTH, 6'.
PIPE, 2" SCH 40 PVC
PIPING KIT, JOG
OVER FOR 2"
SEAL, CABLE
WALL, PUMP
SEAL, CABLE WALL,
LEVEL SENSOR
PIPING KIT, 2"
0 0
7 ol 11 C C
11 11
VIEW B-B VIEW A-A
A
B B
A VIEW C-C
Flygt FRP Wet Well Design Form F~ a xylem brand
Project Name: GCSU Lake Lodge
Location: Milledgeville GA
Sales Rep: N.C. Veamoi
Wet Well Diameter:
@ 4ft (TOP)
Q 5ft (TOP)
Q 6ft (TOP)
Q Other (Custom)
Wet Well Length:
Discharge Piping:
Material: 316 SST
Size: 2"
Inlet 1
Material: c900
1.0.:
O.D.**:
Install: Field
Angle***: 180
NOTES:
ALL FIELDS ARE REQUIRED
Inlet 2
N/A
N/A
N/A
Field
N/A
Pump Selection: MP3069
Discharge Size: 2in
Qty: 2
-'---+--o Inlet 2 Depth;, Inlet 1 Depth*L
5ft
TOP4 -44""
TOPS =46" MIN.****
TOP6 -48"
• GIVE DISTANCE FROM TOP OF BASIN TO CENTERLINE.
** INLET PIPE 0.0. MUST BE PROVIDED EVEN IF INLET SEAL IS TO BE FIELD INSTALLED.
... SPECIFY ANGLE IN ACCORDANCE WITH THE DIAGRAM ABOVE (DISCHARGE IS 0°).
r Discharge Depth*:
l
Internal Valves:
Yes: Q No:@
Field
... , MINIMUM DIMENSION TO INLET PIPE INVERT (DIMENSION IS APPROX.). IF LOWER ELEVATION OF
INSTALLATION IS REQUIRED, PLEASE CHECK WITH YOUR LOCAL APPLICATIONS ENGINEER.
xylem Let's Sol·,e Wa:er
MP 3069 HT 3~ 254 I Duty Ana lysis
Cable Wall Penetrations
Installation: Factory
Size: 2"
Qty: 3
Angle***: 90
Size:
Qty: 0
Angle***: N/A
I CERTIFY THE INFORMATION PROVIDED IS ACCURATE
AND ACKNOWLEDGE THE INFORMATION WILL BE
USED TO MANUFACTURE.
Name:
Signature:
Date:
---- -- ~- . -. , - . "O
"' '" --~---q:-:---- ------------------ --- 1134 1962 kWh/mGal I 60
0 20 40 60 80
Flow (USgpm) c~rve: ISO 990'5
Nominal !mean) data shown. Under- and over-perfo rmance from this data shou ld be expected due to st andard monufacturing tolerances . Please consult you r local Fl\'~t representative fo r ~dd itiona l performance guarnntees.
Name
DP@ lx
Project:
Q(b) (USgpm]
41.53
Milledgeville GA GCSU Lake Lodl!e
H (b:)
!ft]
98.13
Created By:
P2 (lK} !Hp]
3.05
Q (USgpm]
41.53
H [ft]
98.13
Created On:
P2 (Hp]
3.05
'lP SE NPSHr [%] [kWh/mG<1I] (ft]
33.75 1,087.54 0
Last Update:
12/11/25
CARTER
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GSWCC Level II Certification
No. 000000000083
25005GCSU
01/16/2026
CARTER ENGINEERING
1010 COMMERCE DRIVE
BOGART, GA 30622
P: 770.725.1200 F: 770.725.1204 www.carterengineering.com
SHEET TITLE:
PROJECT NAME:
DATE:
PROJECT NUMBER:
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C I V I L E N G I N E E R I N G | L A N D S C A P E A R C H I T E C T U R E | L A N D P L A N N I N G | L A N D S U R V E Y I N G | M U N I C I P A L S E R V I C E S
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VALVE VAULT
STANDARD DETAILS
NOTES
1. VAULT DEPTH AS ORDERED.
2. DISCHARGE C/L MUST BE AT LEAST 18" FROM BOTTOM OF VAULT.
3. DISCHARGE C/L OF VAULT MUST EQUAL DISCHARGE C/L OF ORDERED
STATION UNLESS OTHERWISE SPECIFIED.
4. INLET AND OUTLET PIPES SHALL PROTRUDE 12" OUTSIDE BASIN.
5. PIPING BETWEEN VALVE VAULT DRAIN AND STATION SUPPLIED BY OTHERS.
6. TWO DRESSER COUPLINGS, STYLE 38, WILL BE PROVIDED WITH VALVE VAULT
FOR CONNECTION WITH STATION.
7. OPTIONAL ALUMINUM COVER W/O SAFE HATCH OPTION IS AVAILABLE
UPON REQUEST. PLEASE SPECIFY WHEN ORDER IS PLACED.
17 38"
2" NPT DRAIN
18"
48" FWB TO
LENGTH W/
ANTI FLOAT
2" FLEXIBLE
ENTRY BOOT
SS HANDLE
EXTENSION
48" ALUMINUM
SAFE HATCH
COVER
2" PARALLEL
COUPLING
FLANGE
2" SS316 PIPE
NIPPLE TO
LENGTH
2" SS316
THREADED
UNION
2" PARALLEL
COUPLING
FLANGE
PIPE SUPPORT
BRACKET
2" THREADED
SS316 TEE
2" THREADED
PLUG VALVE
2" THREADED
SS 316 90° EL
2" THREADED
CAST IRON BALL
CHECK VALVE
VERTICAL PIPE
SUPPORT
l'.ID <::][7
Flygt FRP Valve Vault Design Form
Vavle Vault Diameter:
Valve Vault Length:
Discharge Piping:
Material :
Size:
Check Valve:
Swing check
Isolation Valve:
Other
Other:
NOTES:
ALL FIELDS ARE REQUIRED
18" MIN
I I
L ____ ___
F~ a xylem brand
Project Name: GCSU Lake Lodge Location: MilledQeville GA
Sales Rep: N.C. Veamoi
Pressure Gauge: Yes @ No (std) Q
Air Release Valve: Yes @ No (std) Q
Bypass Connection: Yes Q No (std)@
{includes plug valve)
Valve Operator Extension Handle: YesO No (std) @
Ladder: YesQ No (std) @
Length:N/A
Integral Valve Vault*: YesQ No (std) @ (Valve vault attached to wet well structure)
Additional Comments:
(Provide additional details to any selections made on this page or information not covered .)
2in SS piping , Check Valve and Isolation valve for each pump Air release/vacuum valve for anti siphon.
no bypass connection due to small diameter
FM
No ladder due to small diameter valve vault
I CERTIFY THE INFORMATION PROVIDED IS ACCURATE
AND ACKNOWLEDGE THE INFORMATION WILL BE
USED TO MANUFACTURE.
Name:
*VALVE VAULT WILL BE A SEPERATE CHAMBER INTEGRALLY ATTACHED TO WET WELL
STRUCTURE. FOR THIS SELECTION PLEASE CONTACT FLYGT REP/APPLICATIONS ENGINEER
FOR FURTHER STATION CONFIGURATION DETAI LS.
Signature:
Date:
CARTER
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GSWCC Level II Certification
No. 000000000083
25005GCSU
01/16/2026
CARTER ENGINEERING
1010 COMMERCE DRIVE
BOGART, GA 30622
P: 770.725.1200 F: 770.725.1204 www.carterengineering.com
SHEET TITLE:
PROJECT NAME:
DATE:
PROJECT NUMBER:
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C I V I L E N G I N E E R I N G | L A N D S C A P E A R C H I T E C T U R E | L A N D P L A N N I N G | L A N D S U R V E Y I N G | M U N I C I P A L S E R V I C E S
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DRAIN FIELD
STANDARD DETAILS
-----:-P~Tl.Q.:i-·~
-('- ,:.,:,,:,,~CP)
A
ENlRY II EXIT PIPES J TO BE SUPPi.JED BY
CONTRACTOR HOLES
TO BE Fl1ED W11H GROUT AT JOB SllE
(1YP ALL HOLES)
AD.AJST MANHOLE TO GRADE
Wl1H BRICK II MORTAR COURSES
(TIP EACH MANHOI.E)
INLET IN\'ERT
2"MOVF.
UQUIDI..E'fa
SCH40 PVC 1EE
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FINISHm GRADE
OUTI.ET INVERT
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LIQUID lE'fa
KAC<, ".= /- 0'" OFPROVEOOY
... ,.. J' J.,, ·w
BAFFLE
WALL
2 - ZABEL A-100-12X2&-VC
FIL 1ER OR APPROVED EQUAL
-LIQUID-
1HRU HOLE
1----'2"--"-3-"0'-F-"TAoeN~K--I, 1 3 OF TANK
SECTION A-A
1,500 GALLON SEPTIC TANK (WITH BAFFLE)
N.T.S.
NOTES:
1) CONSTRUCTION or 11£ TANK SHALL
ADHERE TO 1HE "MANUAL FOR ON-SllE
SEWAGE MANAGEMENT SYS'IBI"
FOR 1HE STAlE or GEORGIA, CURRENT ml'IION.
2) CAST IN P.LACE TANK REQUIRES ENGINEER'S APPROVAL.
12" O.D. 12"
(MAX.) (MAX.
' ' ' ' I I 0 .----T---+'c+'+-c--y---J-: -.---.--+: ~----'4 z w m
SUITABLE MATERIAL COMPACTED
WITH HAND-OPERATED MECHANICAL-~°"'
TAMPERS.
CRUSHED STONE BEDDING MATERIAL
COMPACTED WITH HAND-OPERATED
MECHANICAL TAMPERS.
1H,eo rn _ J;J.O:QK __ p.£.AN , Lo DG,i=.;.
:~ LA:t:e . LL'i-U..f1:...E . .L_
OIIAWINO W'JmE~ f ! ,v:c Ci
1 2" O.D. 1 2"
(MAX. MAX.)
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.:',,.._,,.u:..: Y.,,-:-"" .1io"
COLLE.Gf~
·::· .z:No fl/l('.21;', PLAN - LGDG:~
BACKFILL
/2 O.D.
J..6~:'.E-. LA\JR-,E'.L-,-
GRADE
LINE
MOUND TO ALLOW
FOR SHRINKAGE
-11 i' I I-I I -11 i' I I-I I -11 i' I I-I I -11 i' II I 111 111 111 111
111-1 1-111-1 1-111-1 1-111-1 -11 i' I I-I I -11 i' I I-I I -11 i' I I-I I -11 i' II I
111 111 111 111 111-1 1-111-1 1-111-1 1-111-1
II- -Ill- -Ill- -Ill VJ z __J n.
w []_ '- ;:,:~~lc'l,f€{j'.f;~}{~~c-Jl __ .! 1 / 4 O.D.
;~~~ ':'"1 -4" MIN. EARTH
11 11 1' I 111 11 1' I 111 11 1' I 111 11 1'
U~J~L~~~D----s.</< ,1---111-1 1-111-1 1-111-1 1-111-1 w w
VJ
[]_ '-----'-----nc•¥-&+,-,-~
CLASS C
SHAPE BEDDING SURFACE TO
CONFORM TO BOTTOM ONE-FOURTH
OF THE PIPE BARREL.
--..__ UNDISTURBED MATERIAL
PIPE BEDDING DETAILS
N. T. S.
CLASS B
NOTE: 1. BEDDING TYPE SHALL BE CLASS C BEDDING EXCEPT IN AREAS WHERE ROCK,
UNSTABLE BEDDING SURFACE, WATER, OR UNSUITABLE MATERIAL ARE ENCOUNTERED, IN
WHICH CASE BEDDING TYPE SHALL BE CLASS B.
NOTE: 2. BEDDING TYPE SHALL CONFORM TO ASTM D2321-89
6" MIN. ROCK PAPER -11 i' 11-1 I -11 i' 11-1 I -11 i' 11-1 I -11 i' II I
1 /2" - 2" STONE 111 111 111 111
GRADE
BOARD
WIDTH 36"
6" MIN.
CROSS SECTION THRU TRENCH
N. T.S.
CARTER
ENGi NEERING
>I- V) o:'.
w z ::::, w I I V) z w t9 w __J __J u t9 o:'.
w t9
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
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AutoCAD SHX Text 27418
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PROFESSIONAL
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AutoCAD SHX Text E
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ADJUST MANHOLE TO GRADE
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WITH BRICK & MORTAR COURSES
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2) CAST IN PLACE TANK REQUIRES ENGINEER'S APPROVAL.
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FOR THE STATE OF GEORGIA, CURRENT EDITION.
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1/3 OF TANK
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SEWAGE MANAGEMENT SYSTEM"
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ADHERE TO THE "MANUAL FOR ON-SITE
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1) CONSTRUCTION OF THE TANK SHALL
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%%U NOTES:
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%%U SECTION A-A
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2/3 OF TANK
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SCH40 PVC TEE
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LIQUID LEVEL
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2" ABOVE
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INLET INVERT
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(TYP EACH MANHOLE)
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WALL
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BAFFLE
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THRU HOLE
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VENT HOLE
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LIQUID
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AIR
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& COVER
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24" %%C RING
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LIQUID LEVEL
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2" BELOW
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OUTLET INVERT
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FINISHED GRADE
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(TYP ALL HOLES)
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GROUT AT JOB SITE
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TO BE FILLED WITH
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CONTRACTOR HOLES
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TO BE SUPPLIED BY
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ENTRY & EXIT PIPES
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24" %%C CLEAR
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%%U PLAN VIEW
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OPENING
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2 - ZABEL A-100-12X28-VC
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FILTER OR APPROVED EQUAL
AutoCAD SHX Text N.T.S.
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%%U 1,500 GALLON SEPTIC TANK (WITH BAFFLE)
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LINE
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GRADE
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MOUND TO ALLOW
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FOR SHRINKAGE
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SEE PLANS
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WIDTH 36"
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BOARD
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STAKE
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%%U CROSS SECTION THRU TRENCH
AutoCAD SHX Text O.D.
AutoCAD SHX Text 12"
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PIPE BEDDING
AutoCAD SHX Text 12"
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(MAX.)
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(MAX.)
AutoCAD SHX Text 12"
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(MAX.)
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(MAX.)
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AutoCAD SHX Text 1/2 O.D.
AutoCAD SHX Text 1/4 O.D.
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4" MIN. EARTH
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6" MIN. ROCK
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SUITABLE MATERIAL COMPACTED
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WITH HAND-OPERATED MECHANICAL
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TAMPERS.
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CRUSHED STONE BEDDING MATERIAL
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COMPACTED WITH HAND-OPERATED
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MECHANICAL TAMPERS.
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SHAPE BEDDING SURFACE TO
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CONFORM TO BOTTOM ONE-FOURTH
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OF THE PIPE BARREL.
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UNDISTURBED MATERIAL
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%%U CLASS C %%U
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%%U CLASS B %%U
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%%U PIPE BEDDING DETAILS %%U
AutoCAD SHX Text N.T.S.
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NOTE: 1. BEDDING TYPE SHALL BE CLASS C BEDDING EXCEPT IN AREAS WHERE ROCK,
AutoCAD SHX Text
UNSTABLE BEDDING SURFACE, WATER, OR UNSUITABLE MATERIAL ARE ENCOUNTERED, IN
AutoCAD SHX Text
WHICH CASE BEDDING TYPE SHALL BE CLASS B.
AutoCAD SHX Text
NOTE: 2. BEDDING TYPE SHALL CONFORM TO ASTM D2321-89
AutoCAD SHX Text
1/2" - 2" STONE
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4" %%C PERFORATED
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P.E. PIPE (ASTM F405
AutoCAD SHX Text
& AASHTO M-252)
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UNTREATED
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BUILDING
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PAPER
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BACKFILL
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GRADE
AutoCAD SHX Text 2"
6" MIN.
| Sheets and Views |
| 25005GCSU.DESIGN-C 1.0 |
| 25005GCSU.DESIGN-C 2.0 |
| 25005GCSU.DESIGN-C 2.1 |
| 25005GCSU.DESIGN-C 3.0 |
| 25005GCSU.DESIGN-C 4.0 |
| 25005GCSU.DESIGN-C 5.0 |
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