20120142 Ver 5_Design/Maps/Site Plans Revised_20190807

Carpenter, Kristi
From: Dilday, Jason L
Sent: Wednesday, August 07, 2019 10:55 AM
To: Matthews, Monte K SAW ([e-mail]); Norton, April R
Cc: Sullivan, Roscoe L III CIV (US); Rivenbark, Chris
Subject: R-3421 B Revisions to Permit Drawings
Monte and April,
I hope all is going well with you. I wanted to touch base with you over some minor changes to the plan drawings for R-
3421B. Hydraulics, while looking over the drawings more thoroughly, have tweaked the design on a handful of
sheets. The changes will not effect the reported impacts at any of the sites. Below is a summary of the changes that
have occurred:
Permit Site 3 4 Upsized proposed 48" RCP -CD to 54" RCP -CD 4 Sheets 10, 11, 12, 13 and 71 (summary sheet).
Permit Site 4, 8 4 Showing rip rap in ditches per details (L, 4 Sheet 17, 18, 19, 20, 39, 40,
Permit Sheets 4 No change at permit site but to plan sheet. Showing rip rap in ditch along 4+14 — 5+79 -RPD- LT and
Sta 344+25 — 346+50 -L- RT 4 42, 43, 47, 48, 54, 55,
The website will be updated to reflect the new drawings. With these changes, will a modification of the just issued
permit mod. be required? Please let me know what I need to supply to you guys.
Jason
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

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PIPE OUTLET CHANNEL
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Est = __Lfl___ Tons of Class _1_ RipRap
STA. 167+43 -L- (LT)
DETAIL F
LATERAL BASE DITCH
( Not to Scale)
FIII
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b = 10 Ft.
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STA. 163+00 -L- (RT)
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STA. 163+00 -L- (CU STA. 172+00�-L- (CU
I STA. 167+00 -L- (CU STA. 174+50 -L- (CU
STA. 169+50 -L- (CU
DETAIL RA
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STA. 164�25 -L- (LT) FROM STA. 165+90 -L- TO STA. 167+40 -L- LT. L(�
I STA. 174 ,50 -L- (LT) (Esf.Qy. 40 Tons; 115 SY GEOTE)CTILE)
FROM STA. 169+90 -L- TO STA. 171+00 -L- RT.
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2GI FS
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(SEE
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DENOTES IMPACTS IN
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—Y4— PT 24+609/
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Pl Sta 15+78J7
Pl Sta 20+34.72
Pl Sta 24+34.78
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DENOTES TEMPORARY
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0 = /2'43'32.4' (LT)
A _ l3'20'02.5' (RT)
0 = l'34'045" (LT)
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A = IO4'OI'S2.6" (RT)
D = 7'l0'00.0"
L = 177.57
D = 4'lO'OO.(J'
L = 32OA2
D = 3'00'00.0'
L = 52.26
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D = 0'45'00.0'
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DENOTES FILL IN
L = 13.870.84
WETLAND
T = 89J5
T = 160.73
T = 26J3
T = 9,783.54
R = 799.48
R = 1.375J0
R = 1'909.86
=
R 7,639.44
so' o'
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SE = NA
SE = NA
SE = NA
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SE = 0.03
D.S.= NA
D.S. = NA
D.S. = NA
I —Y4— POT 25+65.88
D.S. = 70 mph
GRAPHIC SCALE

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PROJECT REFERENCE NO. I SHEET NO.
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RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE
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DO NOT USE FOR
/W ACOUISCCION
PRELIMIN
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SHEET 12 OF 71
SITE 3
ENLARGEMENT
®DENOTES IMPACTS IN
SURFACE WATER
DENOTES FILL IN
WETLAND
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IMPACTS IN SURFACE WATER
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