2025_02_27 McIntosh Campsite Civil.pdf

PDF 12 MB Posted Mar 6, 2025

Attached to: Ft. Barrington Campsite
Solicitation number: PE-77896-NONST-2025-000000005
Issued by: Miller County, Georgia

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Written by GovTribe AI · Mar 10, 2025

This is a comprehensive site construction plan for the Barrington Campsite project prepared by Roberts Civil Engineering for McIntosh County, Georgia, located in Townsend, GA. The project involves developing a campground with multiple pull-through sites, including a 25-foot boat ramp extension, a 30'x40' pavilion, a 30'x50' playground, proposed restroom/shower facilities, and associated infrastructure. The site plan details 11 camping sites ranging from 25' x 80' to 25' x 120' pull-through sites, with specific provisions for electrical, water, and sewer connections. The project includes relocating power poles, installing landscape timbers, and developing traffic patterns with signage.

The site plan incorporates extensive utility infrastructure, including a septic system designed to handle approximately 3,150 gallons per day, with separate septic tanks for a dump station and bath house. The system utilizes 179 Eljen modules across two drainage fields, with water supplied through multiple 2" PVC water lines totaling approximately 2,500 linear feet. The project includes two water wells (primary and secondary), underground power distribution, and electrical connections for individual campsites. The site is located in a flood zone (Zone A and Zone X) and was surveyed in November 2023, with the construction documents dated February 27, 2025. The project appears to be funded by McIntosh County and is designed to enhance recreational infrastructure in the Townsend area.

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SITE

CONSTRUCTION

PLANS

BARRINGTON CAMPSITE

TOWNSEND, GA

CONTENTS

02/27/25: ORIGINAL ISSUE DATE

VICINITY MAP NTS

02/21/25

Know what's below.

before you dig.Call

REVISIONS

COVER

RCE PROJECT NUMBER: 19110

WWW.ROBERTSCIVILENGINEERING.COM

301 SEA ISLAND ROAD, SUITE 10

ST. SIMONS ISLAND, GA 31522

912-638-9681

6001 CHATHAM CENTER DRIVE, SUITE 255

SAVANNAH, GA 31405

912-298-7006

14600 WHIRLWIND AVENUE, SUITE 119A

JACKSONVILLE, FL 32218

904-741-0099

4000 FABER PLACE DRIVE, SUITE 300

NORTH CHARLESTON, SC 29405

843-323-4224

PREPARED FOR:

MCINTOSH COUNTY, GEORGIA

OWNER

MCINTOSH COUNTY

CONTACT

STEVE MELLINGER

STEVE.MELLINGER@MCINTOSHCOUNTY-GA.GOV

ENGINEER

ROBERTS CIVIL ENGINEERING

CONTACT

JEFF BORS

JBORS@ROBERTSCIVILENGINEERING.COM

TOWNSEND, GA

BARRINGTON CAMPSITE

COVER

STAKING PLAN

EXISTING CONDITIONS

GRADING PLAN

No. 034205

PROFESSIONAL

SITE

LAT: 31.472401

LONG:-81.606434

UTILITY PLAN

GENERAL NOTES

SEPTIC SYSTEM DETAILS7-9

DRY UTILITY PLAN10

WELL DETAILS11-12

02/27/25

SHEET:

N O

N S

. S

N S

N D

N W

W W

.R O

N G.

No. 034205

PROFESSIONAL

N B

N U

F O

N C

N D

, G A

ADA NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL CURRENT ADA REQUIREMENTS.

2. THE EXTERIOR ACCESSIBLE ROUTE SHALL HAVE A MINIMUM WIDTH OF 3 FEET. IF THE ACCESSIBLE ROUTE CLEAR WIDTH IS LESS THAN 5 FEET, THEN 5'X5' PASSING SPACES SHALL BE PROVIDED EVERY 200' OR LESS.

INTERSECTING SIDEWALKS MEET THIS REQUIREMENT.

3. THE FINISHED SURFACE HEIGHT DIFFERENCE REQUIREMENTS SHALL MEET THE FOLLOWING:

0 - 14" NO REQUIREMENTS

4"- 12"BEVEL WITH 1:2 SLOPE

GREATER THAN 12" CONFORM TO RAMP REQUIREMENTS

4. RAMPS SHALL MEET THE FOLLOWING CONSTRAINTS:

MAX SLOPE 1:12

MAX RAMP RISE IS 30"

MAX RAMP LENGTH IS 30'

MAX CROSS SLOPE IS 2.00%

5. RAMP LANDINGS SHALL MEET THE FOLLOWING CONSTRAINTS:

A MINIMUM 5' LONG LEVEL LANDING AT LEAST AS WIDE AS THE RAMP SHALL BE PLACED AT THE TOP AND BOTTOM

OF THE RAMP.

LANDING SHALL BE MINIMUM 5'X5' WHERE RAMP CHANGES DIRECTION.

LANDINGS SHALL NOT EXCEED A 2.00% SLOPE

6. HANDRAILS SHALL MEET THE FOLLOWING CONSTRAINTS:

IF RAMP RISE IS GREATER THAN 6", THEN HANDRAILS ARE REQUIRED ON BOTH SIDES OF RAMP.MINIMUM OF 12"

LONG HANDRAIL EXTENSIONS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF LANDINGS.

GRADING & DRAINAGE NOTES:

1. STORM PIPES SHALL BE JOINED PER DOT SPECIFICATIONS.

2 ALL PIPE SHALL BE INSTALLED IN NEW CONDITION.

3. A RIGHT OF WAY WORK PERMIT MAY BE REQUIRED BEFORE ANY WORK CAN BE DONE IN THE RIGHT OF WAY.

4. ALL STORM DRAINAGE PIPING SHALL BE CONSTRUCTED PER DOT SPECS.

5. ALL STORM DRAINAGE PIPING JOINTS SHALL BE WRAPPED IN FILTER FABRIC.

6. CONTRACTOR TO REQUEST CONFIRMATION OF LATEST PLAN REVISION DATE FROM ENGINEER IN WRITING

PRIOR TO ORDERING MATERIALS,

7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO

ORDERING MATERIALS.

EARTHWORK AND PAVING

1. CONTRACTOR TO REMOVE ALL UNSUITABLE MATERIAL BENEATH PROPOSED PAVEMENT AND BUILDINGS TO A DEPTH OF 3 FEET AND REPLACE WITH SUITABLE FILL. THIS ONLY APPLIES TO AREAS WHERE UNSUITABLE

MATERIAL IS PRESENT.

2. THE UPPER 12 INCHES OF SUBGRADE BELOW THE PAVEMENT AND BUILDINGS SHALL BE SCARIFIED AND RECOMPACTED TO 100% STANDARD PROCTOR MAX DRY WEIGHT DENSITY WITH A MOISTURE CONTENT WITHIN

2% OF THE OPTIMUM MOISTURE CONTENT.

3. IN AREAS WHERE STRUCTURAL FILL IS REQUIRED, THE FILL SHALL BE PLACED IN LIFTS OF 6 INCHES AND COMPACTED TO 100% STANDARD PROCTOR MAX DRY WEIGHT DENSITY. STRUCTURAL FILL SHALL CONSIST OF

GRANULAR SOIL CONTAINING LESS THAN 10% MATERIAL PASSING THE NO 200 SIEVE.

4. ALL FILLING AND EXCAVATION SHALL BE COMPLETED PRIOR TO THE INSTALLATION OF ANY UTILITIES.

5. CONTRACTOR TO PROVIDE TEST RESULTS OF SUBGRADE AND BASE COURSE COMPACTION TO ENGINEER.

GENERAL WATER NOTES:

1. PVC PIPE SHALL BE BLUE IN COLOR. PIPE 4" TO 12" SHALL CONFORM TO REQUIREMENTS OF AWWA C-900, DR

18 PRESSURE CLASS 235 PSI AND SHALL HAVE FOLLOWING MINIMUM WALL THICKNESS:

4" DIA - 0.267"

6" DIA - 0.383"

8" DIA - 0.503"

10" DIA - 0.617"

12" DIA - 0.733"

PIPE LESS THAN 4" IN DIAMETER SHALL CONFORM TO ASTM D-1784 AND D-2241 (SDR 21). PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI. PVC PIPE SHALL BEAR NATIONAL SANITATION FOUNDATION SEAL

OF APPROVAL.

2. FITTINGS FOR PVC SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI A-21.53 (AWWA C-153). FITTINGS SHALL BE CEMENT LINED IN ACCORDANCE WITH ANSI A-21,4 (AWWA C-104). FITTINGS LESS THAN 4" SHALL BE

PVC WITH RING TITE RUBBER JOINTS CONFORMING TO ASTM D-3139.

3. VALVES SHALL BE INSTALLED IN APPROVED UNDERGROUND VALVE BOXES OF DUCTILE IRON WITH A

SUITABLE CRUSHING STRENGTH FOR LOCATION INSTALLED.

4. MAINTAIN A 10' HORIZONTAL SEPARATION BETWEEN ANY EXISTING OR PROPOSED WATER MAIN AND

SANITARY SEWER, STORM SEWER, OR SEWER MANHOLE.

5. WHEN A 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED, WATER MAIN MAY BE LAID CLOSER TO SEWER PROVIDED THAT WATER MAIN IS LAID IN A SEPARATE TRENCH AT LEAST 18" ABOVE TOP OF SEWER.

6. WATER CROSSING A SEWER SHALL BE AT LEAST 18" ABOVE TOP OF SEWER. A FULL LENGTH (SECTION) OF WATER PIPE SHALL BE USED AT THESE CROSSINGS WITH ENDS OF WATER PIPE SECTION AS FAR AWAY

FROM SEWER AS POSSIBLE.

7. VERIFY SIZE AND LOCATION OF WATER SERVICES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY

DISCREPANCIES PRIOR TO ORDERING MATERIALS.

8. IF UTILITY CONFLICT IS ENCOUNTERED IN FIELD, SEE UTILITY CONFLICT DETAIL.

GENERAL SEWER NOTES:

1. PVC PIPE SHALL BE POLYVINYL CHLORIDE PLASTIC (PVC) AND SHALL MEET REQUIREMENTS OF ASTM D 3034 SDR 26. DEPTHS LESS THAN 3' SHALL BE DUCTILE IRON PIPE. ASTM D 2321 MUST BE FOLLOWED FOR INSTALLATION OF PVC PIPE. RUBBER RINGS SHALL BE USED FOR CONTRACTION AND EXPANSION AT EACH JOINT. FITTINGS SHALL MEET SAME SPECIFICATION REQUIREMENTS AS PIPE. TESTS ON PVC PIPE SHALL BE DESIGNED TO PASS TESTS AT 73° F. PIPE STANDARD LENGTHS SHALL BE 12.5' (PLUS OR MINUS 1"). PIPE

SIZES AND DIMENSIONS SHALL BE AS SHOWN IN THE TABLE BELOW:

NOM SIZE: OUTSIDE DIA: MIN WALL THICKNESS:

4" 4.215" 0.162" 6" 6.275" 0.241" 8" 8.400" 0.323" 10" 10.500" 0.404" 12" 12.500" 0.481"

2. JOINTS FOR PVC PIPE - SHALL BE INTEGRAL WALL BELL AND SPIGOT WITH A RUBBER RING GASKET. THE

JOINTS SHALL CONFORM TO ASTM D 3212 AND GASKETS SHALL CONFORM TO ASTM F 477.

3. PRECAST CONCRETE MANHOLES - SHALL BE REINFORCED CONCRETE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 AND DETAILS SHOWN ON PLANS. JOINTS SHALL BE TONGUE AND GROOVE SEALED WITH FLEXIBLE GASKETS OR MASTIC SEALANT. GASKETS SHALL BE O-RING OR EQUIVALENT TO TYPE A OR B "TYLOX" CONFORMING TO ASTM C 443. MASTIC SHALL BE EQUIVALENT TO "RAM-NEK" WITH PRIMER.

CONTACT SURFACES OF MANHOLE JOINT SHALL HAVE PRIMER IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS.

4. FRAMES AND COVERS - SHALL BE EQUIVALENT OF NEENAH FOUNDRY CO. R-1668 TYPE "C" LID

5. MANHOLE STEPS - SHALL BE EQUIVALENT TO M.A. INDUSTRIES, TYPE PS-1 OF PS-2 OR IMCO REINFORCED PLASTICS, INC. MODEL FRP. STEPS SHALL BE INSTALLED AT MANHOLE FACTORY AND IN ACCORDANCE WITH

RECOMMENDATIONS OF STEP MANUFACTURER.

6. PIPE CONNECTIONS - SHALL HAVE FLEXIBLE WATERTIGHT JOINTS AT POINT OF ENTRY OF ANY SEWER MAIN INTO MANHOLE. JOINT SHALL BE WEDGED RUBBER SHAPE EQUIVALENT TO "PRESS WEDGE II," OR A RUBBER

SLEEVE EQUIVALENT TO "KOR-N-SEAL" OR 'LOCK JOINT."

7. #12 GAUGE SINGLE STRAND COPPER TRACING WIRE SHALL BE USED OVER ALL FORCE MAIN, SANITARY

SEWER, AND SERVICE LATERAL LINES.

8. SEWER EXCAVATIONS SHALL BE TO DESIRED DEPTHS SHOWN ON PLANS WITH ADHERENCE TO

OCCUPATIONAL AND SAFETY HEALTH ADMINISTRATION'S (OSHA) REGULATIONS. IN AREAS OF UNSUITABLE SOIL CONDITIONS, TRENCH MAY REQUIRE ADDITIONAL EXCAVATION AND BACKFILL WITH SAND, GRAVEL, OR

CONCRETE.

9. SEWER PIPES SHALL BE LAID UPGRADE WITH SPIGOTS POINTING DOWNGRADE. ASSEMBLY OF JOINTS SHALL COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. SEAL OPEN ENDS OF PIPES IF INSTALLATION IS INTERRUPTED. MANHOLE CONNECTIONS SHALL BE WATER TIGHT WITH USE OF FLEXIBLE WATER STOPS AND

RESILIENT CONNECTORS.

10. MANHOLES SHALL HAVE A NON-SHRINK GROUT CHANNEL IN BOTTOM THAT IS SMOOTH, ROUNDED, AND SHAPED TO FACILITATE GRAVITY SEWER FLOW TOWARDS OUTGOING PIPE. CHANNEL WIDTH SHALL MATCH PIPING SIZE. INVERT OF CHANNEL SHALL BE UNIFORMLY SLOPED BETWEEN INCOMING AND OUTGOING PIPES. TOP OF BENCH SHALL MATCH TOP OF LARGEST PIPE. SLOPE TOP OF BENCH 1" PER FOOT TOWARDS

CHANNEL

11. MANHOLE TOP ELEVATIONS SHALL BE GREATER THAN OR EQUAL TO FIFTY (50) YEAR FLOOD ELEVATION, UNLESS WATERTIGHT COVERS ARE PROVIDED. OUTSIDE OF PAVED AREAS, MANHOLE TOP ELEVATION SHALL BE 1" ABOVE GROUND SURFACE IN DEVELOPED AREAS AND 6" ABOVE GROUND SURFACE IN UNDEVELOPED AREAS UNLESS SHOWN OTHERWISE ON PLANS. MANHOLES IN PAVED AREAS SHALL BE BUILT

AS DESIGNATED BY ENGINEER. NO LEAKS IN MANHOLES ARE ACCEPTABLE.

GENERAL NOTES:

1. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO APPLICABLE FEDERAL, STATE, AND LOCAL

LAWS.

2. PERMITS NECESSARY FOR CONSTRUCTION SHALL BE OBTAINED BY CONTRACTOR.

3. DEVIATIONS FROM PLANS ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

4. CONTRACTOR IS TO IMMEDIATELY CONTACT ENGINEER IF ANY UNFORESEEN CONDITIONS OR

DISCREPANCIES OCCUR.

5. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF UTILITIES ON SITE WITH APPROPRIATE PROVIDER

(I.E., POWER, PHONE, CABLE, ETC.).

6. ENGINEER IS NOT RESPONSIBLE FOR PHYSICAL CONSTRUCTION OF SITE.

7. CONTRACTOR SHALL MAINTAIN A SAFE SITE AND MEET APPROPRIATE REGULATIONS CONCERNING SAFETY.

8. SURVEY DATA PROVIDED BY SHUPE SURVEYING COMPANY, PC.

A. DATE OF SURVEY 2023-11-29

B. SURVEYOR PROJECT OR FILE NO. 23542

9. EXISTING SURVEY INFORMATION TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.

CONTRACTOR TO NOTIFY ENGINEER OF DISCREPANCIES IN FIELD OBSERVATIONS VERSUS SURVEY DATA.

10. CONTRACTOR TO LOCATE UTILITIES PRIOR TO CONSTRUCTION BY CALLING "CALL BEFORE YOU DIG"

HOTLINE: 811.

11. ACCORDING TO FEMA FLOOD INSURANCE RATEMAPS 13299C0234D DATED 09/25/2009. SITE IS LOCATED IN 100

YEAR FLOODPLAIN IN ZONE X.

12. HORIZONTAL DATUM BASED ON GEORGIA STATE PLANE COORDINATE SYSTEM, EAST ZONE NAD83.

PROJECT NOTES:

1. OWNER / DEVELOPER:

A. NAME: MCINTOSH COUNTY

B. CONTACT: STEVE MELLINGER

2. COUNTY NAME AND PARCEL / TAX MAP NUMBER(S): MCINTOSH / 0007 0002

3. ZONING CLASSIFICATION: (R-75MH) RESIDENTIAL MANUFACTURED HOMES

02/21/25

N:535,644.57 E:830,230.92

ZONE A

ZONE X

APPROXIMATE LOCATION OF

FLOOD HAZARD LINE

EDGE OF WATER

TOP OF BANK

N:535,950.24 E:830,867.29

S 79°32'19" E

773.05'

N 74°47'24" W 504.72'

S 48°3 7'56" W

94.60'

N 88°25'34" W

204.80'

N 09°03'54" W

107.01'

N 4 3°

'19

" E

345.61'

52.71'

374.73'

3°

'0 6"

S 70°56'05" W

166.05'130.97'

35.08'

PROPERTY BOUNDARY

EXISTING RESTROOM TO BE REMOVED

' (F O

" P

SHEET:

Know what's below.

before you dig.Call

N B

LEGEND

EXISTING CONCRETE

EXISTING SPOT ELEVATION

EXISTING OVERHEAD UTILITY

EXISTING CONTOUR

N U

F O

G C

O N

N S

. S

N S

N D

N W

W W

.R O

N G.

GRAPHIC SCALE

1" = 40'

80'0' 40'

No. 034205

PROFESSIONAL

N C

N D

, G A

FLOOD LINE

PROPERTY BOUNDARY

ZONE A

ZONE X

APPROXIMATE LOCATION OF

FLOOD HAZARD LINE

EDGE OF WATER

TOP OF BANK

N:535,950.24 E:830,867.29

S 79°32'19" E

773.05'

N 74°47'24" W 504.72'

S 48°3 7'56" W

94.60'

N 88°25'34" W

204.80'

N 09°03'54" W

107.01'

N 4 3°

'19

" E

345.61'

52.71'

374.73'

3°

'0 6"

S 70°56'05" W

166.05'130.97'

35.08'

S 70°56'05" W

S 48°37'56" W

94.60'

R 5'

R15'

R 5'

R15'

R75'

R10'

R15'

R2'

R10'

R15'

R35'

R20'

R5'

R10'

R41' R23'

R34'

R55'

R102'

R58'

R43' R63'

R10'

R10

R 43'

R 63'

R10

R1 0'

R50'

R 10'

R6 5'

R89'

R17'

R70'

R 1'

R10'R 156'

R 171'

R131'

R116'

R5'

PROPOSED 30'X40' PAVILLION

PROPOSED 30'X50' PLAYGROUND

ARROW USED FOR TRAFFIC PATTERN.

NO STRIPING REQUIRED. (TYP)

POWER POLE

TO BE RELOCATED

POWER POLE

TO BE RELOCATED

POWER POLE

TO BE RELOCATED

BOAT AND TRAILER

PARKING

VEHICLE PARKING ONLY

TRAFFIC SIGN (TYP.)

PROPOSED RESTROOM/SHOWER

LANDSCAPE TIMBER (TYP.)

PROPOSED 15'X15' PAVILLION

TO BE INSTALLED BY OTHERS

25' x 100' Pull - Thru Site

(HO

ST SITE)

25' x 100' Pull - Thru Site

25' x 80' Pull - Thru Site

25' x 120' Pull - Thru Site

25' x 100' Pull - Thru Site

25' x 80' Pull - Thru Site

25' x 120' Pull - Thru Site 25' x 120' Pull - Thru Site

25' BOAT RAMP EXTENSION

PROPERTY BOUNDARY

' (F O

" P

SHEET:

Know what's below.

before you dig.Call

N S

. S

N S

N D

N W

W W

.R O

N G.

GRAPHIC SCALE

1" = 40'

80'0' 40'

LEGEND

PROPOSED GRAVEL DRIVEWAY

EXISTING CONCRETE

No. 034205

PROFESSIONAL

N B

N U

F O

N C

N D

, G A

EXISTING SPOT ELEVATION

EXISTING OVERHEAD UTILITY

EXISTING CONTOUR

FLOOD LINE

PROPERTY BOUNDARY

ZONE A

ZONE X

APPROXIMATE LOCATION OF

FLOOD HAZARD LINE

EDGE OF WATER

TOP OF BANK

N:535,950.24 E:830,867.29

S 79°32'19" E

773.05'

N 74°47'24" W 504.72'

S 48°3 7'56" W

94.60'

N 88°25'34" W

204.80'

N 09°03'54" W

107.01'

N 4 3°

'19

" E

345.61'

52.71'

374.73'

3°

'0 6"

S 70°56'05" W

166.05'130.97'

35.08'

W W

19.00

19.00 19.00

19.00

16.50

16.00

15.50

15.00

14.00

25' x 100' Pull - Thru Site

(HO

ST SITE)

25' x 100' Pull - Thru Site

25' x 80' Pull - Thru Site

25' x 120' Pull - Thru Site

25' x 100' Pull - Thru Site

25' x 80' Pull - Thru Site

25' x 120' Pull - Thru Site 25' x 120' Pull - Thru Site

25' BOAT RAMP EXTENSION

PROPERTY BOUNDARY

SHEET:

Know what's below.

before you dig.Call

G R

D R

N S

. S

N S

N D

N W

W W

.R O

N G.

GRAPHIC SCALE

1" = 40'

80'0' 40'

No. 034205

PROFESSIONAL

' (F O

" P

N B

N U

F O

N C

N D

, G A

LEGEND

PROPOSED GRAVEL DRIVEWAY

EXISTING CONCRETE

X.XX PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION8.1

EXISTING OVERHEAD UTILITY

EXISTING CONTOUR7

OHU OHU OHU

PROPERTY BOUNDARY

ZONE A

ZONE X

APPROXIMATE LOCATION OF

FLOOD HAZARD LINE

EDGE OF WATER

TOP OF BANK

N:535,950.24 E:830,867.29

S 79°32'19" E

773.05'

N 74°47'24" W 504.72'

S 48°3 7'56" W

94.60'

N 88°25'34" W

204.80'

N 09°03'54" W

107.01'

N 4 3°

'19

" E

345.61'

52.71'

374.73'

3°

'0 6"

S 70°56'05" W

166.05'130.97'

35.08'

W W

UGP

U G

P U

G P U

G P

U G

P U

G P

U G

UGP UGP UGP UGP

UGP

W W

1,000 GALLON (750 MINIMUM) DOSING TANK

SET FLOATS TO DELIVER NO MORE

THAN 175 GALLONS PER DOSE

127 LF 1.5" SCH 40

PVC FORCEMAIN

CLEAN OUT TYPICAL FOR

EACH LATERAL RUN

4" SCH 40 PVC (TYP)

1.25" PRESSURE LATERAL

REFER TO DETAILS AND ELJEN

INSTALLATION MANUAL

ELJEN DRAIN FIELD

(180)-A42 UNITS

60 UNITS FOR DUMP STATION

(MIN 59)

120 UNITS FOR BATH HOUSE

(MIN 117)

IM 1530 PRE AERATION TANK

W/ (2) PURAACE PA-68 POD

163 LF 1.5" SCH40 PVC FORCE MAIN

177 LF 4" SDR26 @

2.3% (MIN.)

10 LF 4" SDR26 @

1.0% (MIN.)

(1)1,000 GALLON

SEPTIC TANK

TOP: (±) 26.00

INV IN: (±) 24.00

INV OUT: (±) 23.84

CONTRACTOR TO VERIFY

FIELD ELEVATIONS

IM 1060 PRE AERATION TANK

W/ (1) PURAACE PA-68 POD

IM 1060 CLARIFIER

W/ SIM-TECH PLEATED FILTER

S 70°56'05" W

S 48°37'56" W

94.60'

1,000 GALLON (750 MINIMUM) DOSING TANK

SET FLOATS TO DELIVER NO MORE

THAN 175 GALLONS PER DOSE

WL SIM-TECH "NOVA" NO VAULT FILTER

(2) 1,000 GALLON

SEPTIC TANKS (2,100 MIN.)

TOP: (±) 32.00

INV IN: (±) 29.00

INV OUT: (±) 28.84

CONTRACTOR TO VERIFY

FIELD ELEVATIONS

DUMP STATION

TOP: 30.00

INV 28.00

25 LF 4" SDR26 @

1.0% (MIN.)

90 LF 1.5" SCH40 PVC FORCE MAIN

1,000 GALLON (750 MINIMUM) DOSING TANK

SET FLOATS TO DELIVER NO MORE

THAN 175 GALLONS PER DOSE

1,000 GALLON

SEPTIC TANK (1,000 MIN.)

TOP: (±) 25.50

INV IN: (±) 22.50

INV OUT: (±) 22.34

CONTRACTOR TO VERIFY

FIELD ELEVATIONS

UGP

UGP UGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

25' x 100' Pull - Thru Site

(HO

ST SITE)

25' x 100' Pull - Thru Site

25' x 80' Pull - Thru Site

25' x 120' Pull - Thru Site

25' x 100' Pull - Thru Site

25' x 80' Pull - Thru Site

25' x 120' Pull - Thru Site 25' x 120' Pull - Thru Site

1" GV IN BOX WITH RV WATER

CONNECTION ASSEMBLY, TYP.

118 LF 2" PVC SCH 40

WATER LINE

78 LF 2" PVC SCH 40

WATER LINE

FENCE W/ GATE

5,000 GAL TANK

4" PRIMARY WELL

6" SECONDARY WELL

EXISTING WATER WELL

61 LF 2" PVC SCH 40 WATER LINE

38 LF 2" PVC SCH 40 WATER LINE

27 LF 2" PVC SCH 40 WATER

LINE

83 LF 2" PVC SCH 40

WATER LINE

42 LF 2" PVC SCH 40

WATER LINE

60 LF 2" PVC SCH 40 WATER

LINE

75 LF 2" PVC SCH 40 WATER

LINE

51 LF 2" PVC SCH 40

WATER LINE

53 LF 2" PVC SCH 40

WATER LINE

112 LF 2" PVC SCH 40

WATER LINE

39 LF 2" PVC SCH 40 WATER LINE

107 LF 2" PVC SCH 40

WATER LINE

122 LF 2" PVC SCH 40

WATER LINE

49 LF 2" PVC SCH 40

WATER LINE

50 LF 2" PVC SCH 40

WATER LINE

02 LF 2" PVC SCH 40

WATER LINE

12 LF 2" PVC SCH 40

WATER LINE

42 LF 2" PVC SCH 40

WATER LINE

16 LF 2" PVC SCH 40

WATER LINE

383 LF 2" PVC SCH 40

WATER LINE

248 LF 2" PVC SCH 40

WATER LINE

40 LF 2" PVC SCH 40

WATER LINE

110 LF 2" PVC SCH 40

WATER LINE

11 LF 2" PVC SCH 40

WATER LINE

139 LF 2" PVC SCH 40

WATER LINE

90 LF 2" PVC SCH 40

WATER LINE

47 LF 2" PVC SCH 40

WATER LINE

52 LF 2" PVC SCH 40

WATER LINE

26 LF 2" PVC SCH 40

WATER LINE

19 LF 2" PVC SCH 40

WATER LINE

110 LF 2" PVC SCH 40

WATER LINE

106 LF 2" PVC SCH 40

WATER LINE

100 LF 2" PVC SCH 40

WATER LINE

100 LF 2" PVC SCH 40

WATER LINE

47 LF 2" PVC SCH 40

WATER LINE

8 LF 2" PVC SCH 40

WATER LINE

67 LF 2" PVC SCH 40

WATER LINE

63 LF 2" PVC SCH 40

WATER LINE

68 LF 2" PVC SCH 40

WATER LINE

60 LF 2" PVC SCH 40

WATER LINE

25' BOAT RAMP EXTENSION

PROPERTY BOUNDARY

' (F O

" P

SHEET:

Know what's below.

before you dig.Call

N S

. S

N S

N D

N W

W W

.R O

N G.

GRAPHIC SCALE

1" = 40'

80'0' 40'

No. 034205

PROFESSIONAL

PROPOSED SEWER LINE

PROPOSED WATER LINEW W W

EXISTING SPOT ELEVATION8.1

EXISTING OVERHEAD UTILITY

EXISTING CONTOUR7

OHU OHU OHU

N B

N U

F O

N C

N D

, G A

LEGEND

PROPOSED GRAVEL DRIVEWAY

EXISTING CONCRETE

NOTES:

1. SITES 1 THROUGH 8 WILL HAVE DIRECT WIRING TO EACH SITE ON AN INDIVIDUAL BREAKER.

2. SITES 9 THROUGH 11 WILL HAVE A SECONDARY PANEL FED FROM A MASTER POWER POINT AND FROM THE

2ND PANEL TO EACH SITE.

ELJEN CALCULATION NOTES:

APPLICATION RATE: 1.42 GPD/SQ FT

ELJEN SEPARATION FROM WATER TABLE: 2'

SEWAGE USE:

DUMP STATION FOR TRAVEL TRAILERS - 50 GPD/VEHICLE X 21 = 1,050 GPD

BATH HOUSE FOR CAMPGROUND WITHOUT INDEPENDENT SEWER CONNECTIONS: (100 GPD/SPACE X 21) = 2,100 GPD

1,050 GPD + 2,100 GPD = 3,150 GPD

MODULES REQUIRED: 1,050 GPD / 18 GPD PER MODULE = 58.3 = 59 MODULES

2,100 GPD / 18 GPD PER MODULE = 116.7 = 117 MODULES

SAND BED SIZE:

SAND BED AREA = 3,150 GPD / 1.42 GPD/SQ FT = 2,219 SQ FT

PROPOSED SAND BED AREA: 2,250 SQ FT

SEPTIC CALCULATION NOTES:

USE (1) 1,000 GAL SEPTIC TANK FOR DUMP STATION AND (2) 1,000 GAL SEPTIC TANKS FOR BATH HOUSE

USE 1,000 GAL DOSING TANK FOR BOTH DUMP STATION AND BATH HOUSE

USE 60 ELJEN MODULES FOR DUMP STATION

USE 120 ELJEN MODULES FOR BATH HOUSE

PROPERTY BOUNDARY

SHEET:

M D

N S

. S

N S

N D

N W

W W

.R O

N G.

No. 034205

PROFESSIONAL

N B

N U

F O

N C

N D

, G A

0.58'

0.5'

SANDBED DETAIL A-A

NTS

EXISTING GRADE EXISTING GRADE

PROPOSED GRADE EL = 9.50 PROPOSED GRADE EL = 34.0

GEOTEXTILE FABRIC

4" EFFLUENT PIPE

(SCH 40)

ELJEN GSF MODULE

0.92'

1.08'

0.33'

0.58'

COMPONENT SPACING DETAIL

NTS

4' M

O D

2' MODULE WIDTH

1' SPACING

DUMP STATION MODULESBATH HOUSE MODULES

PIPE BREAK

SHEET:

M D

N S

. S

N S

N D

N W

W W

.R O

N G.

No. 034205

PROFESSIONAL

N B

N U

F O

N C

N D

, G A

PUMP OFF: 20% DEPTH

PUMP ON: 20% DEPTH + 175 GALLONS

ALARM ON: 50% DEPTH

ZOELLER 4/10 HP PUMP

MODEL 152 OR EQUIVALENT

LENGTH VARIES

APPRX.

HEIGHT

NOTES:

1) CONTRACTOR IS RESPONSIBLE FOR

LOCATING AND IDENTIFYING ANY EXISTING

WELLS WITHIN 100FT OF THE PROPOSED DRAIN FIELD.

2) A DIG OUT INSPECTION WILL BE REQUIRED PRIOR TO PLACEMENT OF ELJEN UNITS

3) SEE SOIL REPORT FOR DIG OUT SPECS.

FINISHED GRADE

LATERAL ENDS AT LAST

ORIFICE WHERE VARIABLE

LENGTH CLEANOUT BEGINS

4" PERFORATED PIPE

4" END

CAP

CLEAN OUT

DISTRIBUTION LATERAL LATERAL CLEANOUT

4" DIAMETER

PERFORATED PIPE

PRESSURE CLEAN OUT

1.5" LOW PRESSURE PIPE

(LPP)

4" END CAP WITH

HOLE DRILLED

PRESSURE PIPE CROSS SECTION FOR ALL APPLICATIONS

4" DIAMETER PERFORATED PIPE

LOW PRESSURE PIPE

PRESSURE CLEAN OUT

NTS

PRESSURE PIPE PLACEMENT DETAIL

NTS

SEPTIC TANK DETAIL

NTS

ELJEN A-42 UNITS

1/4" HOLES SPACED 30" APART

PUMP OFF: 20% DEPTH

PUMP ON: 20% DEPTH + 175 GALLONS

ALARM ON: 50% DEPTH

ZOELLER 4/10 HP PUMP

MODEL 152 OR EQUIVALENT

LENGTH VARIES

APPRX.

HEIGHT

NOTES:

1) CONTRACTOR IS RESPONSIBLE FOR

LOCATING AND IDENTIFYING ANY EXISTING

WELLS WITHIN 100FT OF THE PROPOSED DRAIN FIELD.

2) A DIG OUT INSPECTION WILL BE REQUIRED PRIOR TO PLACEMENT OF ELJEN UNITS

3) SEE SOIL REPORT FOR DIG OUT SPECS.

FINISHED GRADE

LATERAL ENDS AT LAST

ORIFICE WHERE VARIABLE

LENGTH CLEANOUT BEGINS

4" PERFORATED PIPE

4" END

CAP

CLEAN OUT

DISTRIBUTION LATERAL LATERAL CLEANOUT

4" DIAMETER

PERFORATED PIPE

PRESSURE CLEAN OUT

1.5" LOW PRESSURE PIPE

(LPP)

4" END CAP WITH

HOLE DRILLED

PRESSURE PIPE CROSS SECTION FOR ALL APPLICATIONS

4" DIAMETER PERFORATED PIPE

LOW PRESSURE PIPE

PRESSURE CLEAN OUT

NTS

PRESSURE PIPE PLACEMENT DETAIL

NTS

SEPTIC TANK DETAIL

NTS

ELJEN A-42 UNITS

1/4" HOLES SPACED 30" APART

SHEET:

N S

. S

N S

N D

N W

W W

.R O

N G.

No. 034205

PROFESSIONAL

N B

N U

F O

N C

N D

, G A

M D

ZONE A

ZONE X

APPROXIMATE LOCATION OF

FLOOD HAZARD LINE

EDGE OF WATER

TOP OF BANK

N:535,950.24 E:830,867.29

S 79°32'19" E

773.05'

N 74°47'24" W 504.72'

S 48°3 7'56" W

94.60'

N 88°25'34" W

204.80'

N 09°03'54" W

107.01'

N 4 3°

'19

" E

345.61'

52.71'

374.73'

3°

'0 6"

S 70°56'05" W

166.05'130.97'

35.08'

W W

UGP

U G

P U

G P U

G P

U G

P U

G P

U G

UGP UGP UGP UGP

UGP

W W

UGP

UGP UGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

25' x 100' Pull - Thru Site

(HO

ST SITE)

25' x 100' Pull - Thru Site

25' x 80' Pull - Thru Site

25' x 120' Pull - Thru Site

25' x 100' Pull - Thru Site

25' x 80' Pull - Thru Site

25' x 120' Pull - Thru Site 25' x 120' Pull - Thru Site

25' BOAT RAMP EXTENSION

PROPERTY BOUNDARY

214 LF 2"-2.5"

CONDUIT

PROPOSED

LIGHT

PROPOSED

LIGHT

PROPOSED

TRANSFORMER

PROPOSED CABINET

EXISTING

POLE

PROPOSED

LIGHT

PROPOSED

TRANSFORMER

PROPOSED

LIGHT

PROPOSED

LIGHT

PROPOSED

LIGHT

PROPOSED

LIGHT

153 LF 1"-1.5"

CONDUIT

18 LF 1"-1.5"

CONDUIT

76 LF 1"-1.5"

CONDUIT

130 LF 2"-2.5"

CONDUIT

138 LF 1"-1.5"

CONDUIT

183 LF 1"-1.5"

CONDUIT

214 LF 1"-1.5" CONDUIT

225 LF 1"-1.5" CONDUIT

305 LF 2"-2.5" CONDUIT

207 LF 1"-1.5" CONDUIT

' (F O

" P

SHEET:

Know what's below.

before you dig.Call

D R

Y U

N S

. S

N S

N D

N W

W W

.R O

N G.

GRAPHIC SCALE

1" = 40'

80'0' 40'

No. 034205

PROFESSIONAL

PROPOSED SEWER LINE

PROPOSED WATER LINEW W W

EXISTING SPOT ELEVATION8.1

EXISTING OVERHEAD UTILITY

EXISTING CONTOUR7

OHU OHU OHU

N B

N U

F O

N C

N D

, G A

LEGEND

PROPOSED GRAVEL DRIVEWAY

EXISTING CONCRETE

NOTES:

1. SITES 1 THROUGH 8 WILL HAVE DIRECT WIRING TO EACH SITE ON AN INDIVIDUAL BREAKER.

2. SITES 9 THROUGH 11 WILL HAVE A SECONDARY PANEL FED FROM A MASTER POWER POINT AND FROM THE

2ND PANEL TO EACH SITE.

PROPERTY BOUNDARY

PROPOSED LIGHT

PROPOSED UNDERGROUND POWERUGP UGP

PROPOSED CABINET

PROPOSED TRANSFORMER

SHEET:

L D

N S

. S

N S

N D

N W

W W

.R O

N G.

No. 034205

PROFESSIONAL

N B

N U

F O

N C

N D

, G A

SHEET:

L D

N S

. S

N S

N D

N W

W W

.R O

N G.

No. 034205

PROFESSIONAL

N B

N U

F O

N C

N D

, G A

SECONDARY WELL DETAIL

FENCE DETAIL GATE DETAIL

PRIMARY WELL DETAIL

Sheets and Views

COVER

Sheets and Views

GENERAL NOTES

Sheets and Views

EXISTING CONDITIONS

Sheets and Views

STAKING PLAN

Sheets and Views

GRADING & DRAINAGE PLAN

Sheets and Views

UTILITY PLAN

Sheets and Views

SEPTIC DETAIL1

Sheets and Views

SEPTIC DETAIL2

Sheets and Views

SEPTIC DETAIL3

Sheets and Views

DRY UTILITY PLAN

Sheets and Views

WELL DETAILS

Sheets and Views

WELL DETAILS2

File details come from the government source that posted it. Updated Mar 10, 2025.