Location Map N.T.S.

SITE

PEPPERTREE

ESTATES S/D

PRELIMINARY PLAT

(NOT TO BE RECORDED)

KNIGHT HOMES, INC.9497 Thornton Blvd.Jonesboro, GA 30236

Contact Person: Jay Knight

E: jayknight@knighthomes.com

P: (770) 527-0323

PROJECT INFORMATION:

NOTES:

System installation should not occur under saturated soil conditions

Absorption fields should not be installed on concave slopes.

Surface drainage should be diverted away from absorption field lines.

Gutter downspouts should be discharged away from the vicinity of the on

site wastewater system.

Estimated percolation rates are based on full-sized system performance.

However, no guarantee is given or implied as to the performance of any

particular system installed.

PE

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PROFESSIONAL

No. 29411

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org

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O1

C1

SOIL SUITABILITY LEGEND

A1Soils are typically suitable for conventional absorption field with proper design, installation and maintenance.

Soils consist of local alluvium or wash over wash over natural soils. Residual soil is suitable for conventional absorption field installation at

recommended trench depth. Storm water runoff must be diverted from this area if it is used for absorption field.

Soils are typically suitable for conventional absorption field with proper design, installation and maintenance. The Bt horizon shows some

evidence of slow percolation, subsoil is well drained. Trenches installed at the recommended depth should function effectively.

Soils are unsuitable for conventional absorption fields due to perched water table conditions. Soils are generally suitable for alternative

absorption fields with treatment system producing Class 1 effluent.

Soils are unsuitable for conventional absorption fields due to seasonal-high water table conditions. Soils are generally suitable for alternative

absorption fields with treatment system producing Class 1 effluent.

Soils are unsuitable for on-site wastewater disposal due to seasonal high water table.

Soils are located in a landscape position that renders them unsuitable for on-site wastewater disposal due to flooding and/ or storm water

drainage patterns.

Soils consist of a mixture of filled and cut soils. Further investigation of test pits dug with a backhoe should be conducted in this area to

determine the suitability of soils for septic system construction..

Soils contain somewhat shallow parent material and weathered rock. Hand auger borings have been advanced to a depth of 5 feet and

parent material is generally suitable for conventional absorption field installation. Estimated perc rate accounts for presence of seams of

weathered rock.

Soils show evidence of a somewhat restrictive layer in the upper part of the profile. Brief perching of water may cause problems for

absorption fields installed in the upper part of the soil profile. Soil below somewhat restrictive layer appear to be well drained with texture and

structure that should provide a suitable percolation rate. Conventional absorption field installed below restrictive layer should function

effectively. Environmental Health Department may require further inspection utilizing backhoe test pits prior to permitting.

Soils are typically suitable for conventional absorption field with proper design, installation and maintenance. Absorption trenches must be

installed at least 24 inches above seasonal high water table to function effectively. Seasonal high water table indicators were observed

between 54 and 60 inches. Installations deeper than 30 inches may require a treatment system producing Class 1 effluent.

C2

P1

A5

F4

F2

Estimated Perc Rate

(min/in)

Slope

Gradient

(percent)

Soil

Suit.

Code

Depth to Seasonal

High

Water Table (in)

Depth to

Bedrock

(in)

Soil Units

SOIL INTERPRETIVE DATA

Recommended

Trench

Depth (in)

>72

24-30

(PWT)

12 C12-10 Cataula II

>72 >72 30-48 A12-10 Cecil60

>72 36 18-24 C22-10 Hard Labor II75

>72 >72 36-48 A21-5

Wash Over

Cecil

60

>72 16-24 F46-15 Abell

75

----

Recommended

Hydraulic

Loading Rate

(gal/day/sq.ft.)

0.10

0.15

*INDICATES DEPTH TO TOP AND BOTTOM OF RESTRICTIVE LAYER THAT IS CAUSING BRIEF PERCHING OF WATER TABLE. SOIL APPEARS TO BE WELL

DRAINED BELOW RESTRICTIVE LAYER.

PWT = Perched Water Table

P14-8

Cecil

Wet Variant

54-60>72

24-30

>72

24-42*

(PWT)

54-72 O12-10 Cataula III70

----

----

----

----

------------

>72 24 12 C22-10 Hard Labor I90

0.10

>72 >72 ---- F42-6 Starr----

----

>72 >72 30-48 A12-12 Pacolet45

----

>72 >72 40-60 A52-10

Cecil

Variant

60----

A2

>72 >72 ---- F5C1-5 Udorthents----

----

>60 >60 N36-15 Bethlehem ----7024-36

F5C

N3

44,618 SF.1.02 AC.

45,751 SF.1.05 AC.

44,867 SF.1.03 AC.

44,739 SF.1.03 AC.

44,611 SF.1.02 AC.

44,484 SF.1.02 AC.

84,767 SF.1.95 AC.

48,424 SF.1.11 AC.

47,110 SF.1.08 AC.

47,310 SF.1.09 AC.

47,291 SF.1.09 AC.

N88°56'17"W

1331.64'

S14°23'13"W 1345.26'

S26°53'38"E149.96'

S27°40'35"E

260.38'

375' 130' 130' 130' 130' 132' 67' 75'

342'

343'

344'

345'

346'

343'

89'

364'

130'

315'

244'

357'

130' 130' 130' 130' 133'

222'

12'

42'

89'

100'

269'

106'

97'

PEPPERTREE DR. (50' R/W)

1234567

9

10

11

15

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OPEN SPACE #1

0.57 Ac.

47,301 SF.1.09 AC.

70,057 SF.1.61 AC.

8

844.64'

377.00'

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PROP.DET. POND

12

13

OPEN SPACE #218.11 Ac.

16

17

18

19

20 21 22 2324 25

26

OPEN

SPA

CE #

30.

97 A

c.

110.00'

47,287 SF.1.09 AC.

85,387 SF.1.96 AC. 57,078 SF.

1.31 AC.

62,008 SF.1.42 AC.

130'130' 130' 130'

130' 130'130'130'

364'

364'

364'

364'

384'

399'

412'167'

96'

93'

214'

304'

45,795 SF.1.05 AC.

44,480 SF.1.02 AC.

53,742 SF.1.23 AC.

47,068 SF.1.08 AC.

48,624 SF.1.12 AC. 46,625 SF.

1.07 AC.

43,869 SF.1.01 AC.

43,680 SF.1.00 AC.

130'

130'

130'

130'

130'

39'

72'

130'

130'

130'

130'

239'

285'

14'

347'

337'

367'

403'

429'

326'

336'

336'

336'

318'

307'

305'

309' 134'

132'

130'

130'

172'

38'61'

16'

75'

12'

12'

46' 38'

41'

50' UNDISTURBED STREAM BUFFER

75' IMPERVIOUS SETBACKCREEK

N 03°31'44"E

999.13'

S26°35'09"E399.97'

6

1

2

3

4

5

8

7

10

9

125'

292'

177'46'

25' STATE WATERS BUFFER

43,680 SF.1.00 AC.

1

0

0

' F

t B

u

ffe

r

OWNER/DEVELOPER:

24 HOUR CONTACT

PRIMARY PERMITTEE

KNIGHT HOMES, INC.

JAY KNIGHT

9497 Thornton Rd.

Jonesboro, Ga. 30236

PH: 770-527-0323

BASED ON THE INFORMATION SHOWN ON THE FLOOD HAZARD BOUNDARY MAPS

FURNISHED BY THE DEPT. OF HUD THROUGH THE FEMA IT IS MY OPINION THAT THE

PROPERTY SHOWN HEREON IS OUTSIDE OF ANY SPECIAL FLOOD HAZARD AREA.

COMMUNITY PANEL #13077C 0160D DATED: FEBRUARY 6, 2013

8.60 AC.

OFF-SITE

DRAINAGE

2.63 AC.

OFF-SITE

DRAINAGE

4.62 AC.

OFF-SITE

DRAINAGE

PROJECT INFORMATION:

PE

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No. 29411

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1

2

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2

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1

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8

1

2

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1

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P

1

0

3

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2

1

2

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P

1

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3

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1

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1

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1

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N88°56'17"W

1331.64'

S14°23'13"W 1345.26'

S26°53'38"E149.96'

S27°40'35"E

260.38'

PEPPERTREE DR. (50' R/W)

1234567

9

10

11

15

14

1

OPEN SPACE #1

0.57 Ac.

8

844.64'

377.00'

P

A

L

M

E

T

T

O

-

T

Y

R

O

N

E

R

D

.

(

5

0

'

R

/

W

)

PROP.DET. POND

12

13

OPEN SPACE #218.11 Ac.

16

17

18

19

20 21 22 2324 25

26

OPEN

SPA

CE #

30.

97 A

c.

110.00'

N 03°31'44"E

999.13'

S26°35'09"E399.97'

6

1

2

3

4

5

8

7

10

9

A

1

A

2

A

3

A

4

A

5

A

6

A

7

A

8

A

9

A

1

0

A

1

1

A

1

A

2

A

3

A

4

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5

A

6

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7

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8

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8

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3

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3

7

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3

8

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3

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4

0

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4

2

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4

3

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4

5

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4

6

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4

7

Z

4

8

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4

9

Z

5

0

Z

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1

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5

2

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3

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5

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6

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8

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6

0

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6

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6

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6

5

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6

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6

7

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6

8

Z

6

9

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7

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Z

7

1

Z

7

2

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7

3

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7

4

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7

5

Z

7

6

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7

7

Z

7

8

Z

7

9

Z

8

0

Z

8

1

Z

8

2

Z

8

3

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8

4

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8

5

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8

6

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8

7

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8

8

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8

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9

0

Z

9

1

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9

3

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9

4

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9

5

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9

6

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1

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2

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3

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4

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5X

6

X

7

X

8

X

9

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1

0

X

1

1

X

1

2

X

1

3

X

1

4

X

1

5

X

1

6

X

1

7

X

1

8X

1

9

X

2

0

X

2

1

X

2

2

X

2

3

X

2

4

X

2

5

X

2

6

X

2

7

X

2

8

X

2

9

X

3

0

X

3

1

X

3

2

X

3

3

X

3

4

X

3

5

X

3

6

X

3

7

X

3

8

X

3

9

X

4

0

X

4

1

X

4

2

X

4

3

X

4

4

X

4

5

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4

6

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4

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4

8

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4

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5

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OWNER/DEVELOPER:

24 HOUR CONTACT

PRIMARY PERMITTEE

KNIGHT HOMES, INC.

JAY KNIGHT

9497 Thornton Rd.

Jonesboro, Ga. 30236

PH: 770-527-0323

Hand Auger Boring

MAP LEGEND

Soil Boundary

B1

Gully

PE

PP

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E

ST

AT

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PROFESSIONAL

No. 29411

D

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NOTES:

System installation should not occur under saturated soil conditions

Absorption fields should not be installed on concave slopes.

Surface drainage should be diverted away from absorption field lines.

Gutter downspouts should be discharged away from the vicinity of the on

site wastewater system.

Estimated percolation rates are based on full-sized system performance.

However, no guarantee is given or implied as to the performance of any

particular system installed.

O1

C1

SOIL SUITABILITY LEGEND

A1Soils are typically suitable for conventional absorption field with proper design, installation and maintenance.

Soils consist of local alluvium or wash over wash over natural soils. Residual soil is suitable for conventional absorption field installation at

recommended trench depth. Storm water runoff must be diverted from this area if it is used for absorption field.

Soils are typically suitable for conventional absorption field with proper design, installation and maintenance. The Bt horizon shows some

evidence of slow percolation, subsoil is well drained. Trenches installed at the recommended depth should function effectively.

Soils are unsuitable for conventional absorption fields due to perched water table conditions. Soils are generally suitable for alternative

absorption fields with treatment system producing Class 1 effluent.

Soils are unsuitable for conventional absorption fields due to seasonal-high water table conditions. Soils are generally suitable for alternative

absorption fields with treatment system producing Class 1 effluent.

Soils are unsuitable for on-site wastewater disposal due to seasonal high water table.

Soils are located in a landscape position that renders them unsuitable for on-site wastewater disposal due to flooding and/ or storm water

drainage patterns.

Soils consist of a mixture of filled and cut soils. Further investigation of test pits dug with a backhoe should be conducted in this area to

determine the suitability of soils for septic system construction..

Soils contain somewhat shallow parent material and weathered rock. Hand auger borings have been advanced to a depth of 5 feet and

parent material is generally suitable for conventional absorption field installation. Estimated perc rate accounts for presence of seams of

weathered rock.

Soils show evidence of a somewhat restrictive layer in the upper part of the profile. Brief perching of water may cause problems for

absorption fields installed in the upper part of the soil profile. Soil below somewhat restrictive layer appear to be well drained with texture and

structure that should provide a suitable percolation rate. Conventional absorption field installed below restrictive layer should function

effectively. Environmental Health Department may require further inspection utilizing backhoe test pits prior to permitting.

Soils are typically suitable for conventional absorption field with proper design, installation and maintenance. Absorption trenches must be

installed at least 24 inches above seasonal high water table to function effectively. Seasonal high water table indicators were observed

between 54 and 60 inches. Installations deeper than 30 inches may require a treatment system producing Class 1 effluent.

C2

P1

A5

F4

F2

Estimated Perc Rate

(min/in)

Slope

Gradient

(percent)

Soil

Suit.

Code

Depth to Seasonal

High

Water Table (in)

Depth to

Bedrock

(in)

Soil Units

SOIL INTERPRETIVE DATA

Recommended

Trench

Depth (in)

>72

24-30

(PWT)

12 C12-10 Cataula II

>72 >72 30-48 A12-10 Cecil60

>72 36 18-24 C22-10 Hard Labor II75

>72 >72 36-48 A21-5

Wash Over

Cecil

60

>72 16-24 F46-15 Abell

75

----

Recommended

Hydraulic

Loading Rate

(gal/day/sq.ft.)

0.10

0.15

*INDICATES DEPTH TO TOP AND BOTTOM OF RESTRICTIVE LAYER THAT IS CAUSING BRIEF PERCHING OF WATER TABLE. SOIL APPEARS TO BE WELL

DRAINED BELOW RESTRICTIVE LAYER.

PWT = Perched Water Table

P14-8

Cecil

Wet Variant

54-60>72

24-30

>72

24-42*

(PWT)

54-72 O12-10 Cataula III70

----

----

----

----

------------

>72 24 12 C22-10 Hard Labor I90

0.10

>72 >72 ---- F42-6 Starr----

----

>72 >72 30-48 A12-12 Pacolet45

----

>72 >72 40-60 A52-10

Cecil

Variant

60----

A2

>72 >72 ---- F5C1-5 Udorthents----

----

>60 >60 N36-15 Bethlehem ----7024-36

F5C

N3