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I N ~ LIMITS OF PERMANENT IMPACT 149 FT. LIMEYS OF TEMPORARY IMPACT
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~ ~C ` I LIMIT OF TEMPORARY. IMPACT m ~
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~ j Jul .JUNCTION BOX ~ A ~ M M
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TAR BRANCH INVESTORS LLC
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I A TEMPORARY PUMP HOS 81 .5 0 - b~' N O
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PACT. B LIMIT OF PERMANENT IM
149 FT FROM EX, HEADWALL, ~ ~ ( ~ ~ ~ .x
•D tr -4 9~ 2~,T, o a .4 4NtZE0 STEEL CMP 136,5' Al' 2;146 PROPOSED 96 ALUM 06 ~IYfSPlIIAtl
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Q ~ 80 15 x -~'1 N PROPOSED 96 IN,,10 GA. ~ Q ~
~ ALUMINIZED STEEL CMP t~ N ~ D ~ 790-
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~ ~ ~ a N ~ OA o ~ N APPROX. EXTENT OF ` \ ~ ~ Q ON V01N aMO~;
BANK EROSION . ~ $0 12 x 63 OOOA O 01 a,,, W N ~ c0.07 - ~ h' N,} ti r. I~ ti
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J 0 80.3 x
32 009K a 50 100 150
82 C ~ ~ TANN S PARK TOWNHOMES
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~6 PROPOSED POURED-IN-PLACE H f CONCRETE JUNCTION BOX
~ 4. APPROX. ALIGNMENT OF EXISTING INCI5ED BANKS
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APPROX, UPPER LIMIT OF BANK EROSION
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SPOT ELEVATION BY A ~ n
•A MAX RRAI]Y_ pl S (1Yp.1
CONTOUR LINES FROM FORSYTH COUNTY GAS "
m C/L STREAM PER FORSYTH CO. GIS
Q 0 20 40 60 80 100 FT ~9
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828.94 x .A 828.94 x SPOT ELEVATION PER MAX BRADY, PLS Q
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~ Z w ~ FORSYTH CO GIS
810 c? ~ 810 L17 H :1 ~ o ~ a A~A~~ ~
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800 800 AREA 335 SF ; ~ o
S CTION A-A E
Scale 1" ,10'-0" ~ Scale 1" :10'-0"
APPROX. LOC, OF o ~ U
INCISED BANKS TYP:)
~ 790 . 790
840 840 _ ~ o ~
- ESTIMATED VOLUMES ~
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J~ ~ p, i ~ CQ ' ~ REMOVE CY ~ W

\ V1 830 ~ ' 830 c!1
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820 ~ o ago 2 a l ` 1
~ APPROX ELEVATION OF
HEADWALL 805.0 SWALE .
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810 810 ~ SWALE
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--AREA 347 SF - ,
800 800 MP ~ 96 10 GA. C ~ - ~ ~ C O
AREA182 SF~~ i ~ CTS ION g.g 4182 SF ~ SECTION F-F ~
i i ~ „ Scale 1 .10.0 ' Scale 1 " :10'-0~~ ~j 0 ~ ~
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AM
.'790 790.
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840 840 ~ Z~
APPROX. SLOPE PER ~ FORSYTH CO GI a o I
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830 ~ ' 830 ~ ~

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820 ~ ~ 820 g ~ ~ ~ ouiaasapie ~r I
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~ ~ Q4 0 Q a a SEAL
X-section area approx 70 sf
' APPROX ELEV. JUNCTION BOX a ~ 924fi87
810 810 ~ ~
APPROX. CURRENT -SWALE nAI S~ ,,~I~ged S~Y~O~~g9y~~
..ERODED SLOPE, ~ ~ 1.15 H:1 V ~ ~
~ , . ~ -
Sao soo
AREA 213 SF Z13 SF ~ o
~ SECI'1O I~C-C AREA 528 SF Scale 1" :10'-0" - _ ~ ~ o Scale 1" :10'-0"
- 790 790
o.
840 p
840
APPROX. SLOPE PER FORSYTH CO GIS 830
830 1.1H,1V

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~a ~ PROP,96 IN. PIPE
20 ti 820 8 ~
-APPARENT INTERMEDIATE TERM ANGLE ~ ~ ~ ,
_OF REPOSE, VEGETATED SLOPE, EX. 96" PIPE
PROTECTED TOE L1 H .1 V. ~ ~ o ~ \ U ~,-.._.I_._ PRO ~ , PROP, COVER,. WITH
~ ` ~ DOUBLE GRAT TOP OF EX. HEADWALL ' EX 5S MH RIM 80$.10
810 ~ _ 810 ~ _ J O
\ ~ Q u. ~ SWAL
AREA 558 SF \ N a
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APPROX. CURRENT \ W
80o ERODED SLOPE, 800 a o
- 0.76 H: 1 V - SECTION D-D
SECTION H-H m Scale 1" 10'-0"
Scale 1" 10,.0"
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790 790
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Scale 1" 10,,0, njqjq= ~u
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