20201194 Ver 2_U-5713_R-5777AB Individual CAMA Consistency Modification Craven October 19 2023_20231019

Submitted 10/19/23
DETAIL 10-1 DETAIL 10-3tDATI: 09-08-2023 �� PROJECT REFERENCE 7A SHEET NO.
MEDIAN V DITCH �F'""' MEDIAN V DITCH 550' 25' 0 5j0' 100, U-57/3/R-5777A8 10
1 Norm sal.) (Nano s.el.) (N.-Stele) _MNjROADWAY DESIGN HYDRAULICS
should.,- - -lder i Bnoulder- b e'ENGINEER ENGINEER
H SCALE: 1"=100'
� D �.� � slope
E Min. D=1.5 Ft,
ICJ B-] F r'
b=5 D. m
FROM STA. 298+00 -L- TO STA. 301+00 -L- LT FROM STA. OS+50 -L- TO STA. 309+50 A_ MED
FROM STA. 306+50 -L- TO STA. 309+50 -L- LT FROM STA. 51+50 -SRY21A- STA. 5 +22 -S RY21 A- LT "x
DETAIL 10-5 DETAIL 10 6 DETAIL 10-7 DETAIL 10-8 DETAIL 10-9
TOE PROTECTION LATERAL BASE DITCH TOE PROTECTION LATERAL BASE DITCH CULVERT INLET CHANNEL W/RIP RAP 20
(Nana stole) (Novo scale) (Harm scel.) IN.I Io Scolel IN Ire Seale) ��
sec b b N. calms STREAM SJ
P° a Natural -- P° ° Natural �- feO" D 3'
�,Fs. Gre nd d D 3 =ape Gre nd D �> �r HB he a Balfour Beatty STUB J�1c
slope - G2E
Ground b Fx Icxalc N-w-;;,-.r,, r MIn.D-1.5 Ft. M D 30 F. -e- -Gco �.�-.,�
Ld d GForfxnLe B �7 d --- w CULVERT ClTLET CHANNEL W/WP �CFC DOCUMENT NOT CONSIDERED FINAL
Ft. - B 6=3 Ft. M d 3.0 Fr.
d=L5 Ft. d=1.5 Fr.
-Geo,ex,ile Max. d=2 Ft. b=].0 Ft. Geo,exiile b=5 Ft. B J.0 F. (VARIABLE AT CHANNEL TIE) BANK STAB ATION
'wh.. B Is - b.o B 4 F,. TY °f Liner- CL 'I' RIPRAP (BANKS ONLYI EST. 30 TONS RAP UNLESS ALL SIGNATURES COMPLETED
Type °f Lm- CL B RIPRAP b=5 FH X Type °f liner= CL B RIPRAP * R M STA. 52+66-SRY21A- TO ESI. 35 TONS, Esr. 60 Sr GF EST. 50 SY GEDTEXTIL
Type °f Liner= CL B RIPRAP STA. 53+68-SRY21A- LT PERMIT D RAW I N G
FRO TO FROM STA. 16 �27 -V22 RPG TO STA'.-1-7- -Y22 RPC- RT OM ST . 16-15 -Y22 RPC- TO STA. 16+35 -V22 RPG R SEE DETAIL 10.10
STA. 14+60 -Y22 RP FR 50 -Y22 C-T ,.
STA. 16+15 Yt22RPC T 1;; SITE 19
DENOTES EXCAVATION SHEET 31 OFJJ
IN WETLAND WETLAND WT RI APA EM NKMP
LATERAL 3 BASE DI CH
SE DE L 1 1 w ROCK CHECK D.�4\t'1S \
GARY A CAHOON " LATERAL TEASE LIT l
it DENOTES IMPACTS IN SEE DETAIL 10-4 SEE DETAIL 10.8 & I AI 10.15
GARY A CAHOON x .-x- L L 1 CL 6 RI RAP(
SURFACE WATER SITE 18 RIPR P EST.1 T NSIF
I� ST. S : EST. 14 G -
IG} iT L ST.1 S UE
CARLSON a WILLIAMS SEASONAL HIGH'' �� ,, Ij (1: � DENOTES TEMPORARY
E HOMES, LLC DUE GROIUNDWATER TABLE \ 21 \l ,- I Y 2 APB- PT Sto. /2+89,/9 =
a ELEY=,9.1 1 \ x IMPACTS IN SURFACE WATER 2/A- PT Sto.50+0/.97
R G _ Y22RPB- PC Sto.10�QO.00CD
\ / CL B RIPRAP -L- POT Sta. 303+15.66' 47.00eLT Q uRY VERT l.o' e F I LLo
d BASIN �,1 71 IN I-'-`'° °" °n EST.2e,TONi-SRY21A- PC Sto. 47+/ 95 - _
DRr' DETE TIO
/ 1 EST. 7 SY GF PUE P PUE > F _ FT SI = m +
G BO'TTOM E 2 0' seus \
,.; F _/ J, L + PUE O "�:.: n R N)
_ � SEE DETA 8 L / I - ----- PUE \ LED
LSi
C B RIPRAP / PUE ` , - t r� PUE PAi E PUE PU i�C C / CB 2a" RCP -I
ES . 2 To
! _ i - �1 p -- ---- -F F S I �"-
O EST.7 SY GF r5� j _ " - -� /� C _ _ -
0 RCP -I �F 1 F C p �l 'j Ary
- - _ -
+ CB CB 18"�O M
CIJ\-SRI`2FA- MDCB 1 °ore �a•Acv _ - _ Ed -- 2GI5°"-1'v' RC m +
N -I B 15" RCP F L UMP ti
It Q 15" RCP IV - 'j \ 1 � } MDCB f� 15" RCTI
F SE I- AIL 10.12 2GI 15" CPS SEE TA LIO-12 LL r
GI1-D MO E - - - �- - - - - - -5 _ - - - _ _ 3EE DETA - - - _-RI3a ss - __ __ _ __ _--_ �_ } CA
-
__- ________ME�DI_AN 'V'_DI H_ -- -- O
-1. - ________ ____ _ _______-__--________ -- / ___ _______ ---- _____„"-- ___ - MEDIAN 'V'D- W LCJ _ _ _ _ _ _ _ - _ _ _ _ ------ --------3EE-0ETAiEt0.Y------
W O _.,o------------- _ -_-- - - - ------------ - - - - -- -- -
- -- - - - - - -- --- - -- a „^ „o t�E y-sEEBETAtL�6--3- Z + w
„o __
z O ----------- ------ 3 J15 7Q - -- _ _� _- J O W
a _
------- (_------- E DETAIL 10.32GIO 18" RCP II 2GI 18" RCP III
-- a BEfWO 5 P
= Co T LIJ
---------- --------- FALSE SUMP
N 7---------°� _ �r,ry�- ADDITIONAL TS IMPACTS
3 es,
--------------- --- 20RLF ONST. PHASING � � IW
U) W - -- - - - - -- - - - - - - - - --- - - - -- - s i,a _ �° - - -.001 AC ---- -- en
- -- - - - - - - -- - -- - - -T 2GI
42"
---- '
- -
RCP -III 2G -A
1
CD
RCP SEE FIFIALL� U Q
- - -
,..,_..w...+...-....,_.,......,>w.w,..-.,.,~ti.h.,-...-.. 30" RCP -IV N
30" RCP -IV 2GI-A C4 00
0 Lo C 2GI-A 24" RCP4II 2GHA Ln o= N Q
+-SRY21D- c - - _ _ $ F r
Ny M C / A C A 7FTSIL Z- 612 Hw
It Q SPEC. CUT 4' BASE DITCH C , }
SITE 18
(n SEE DETAIL 10-13 POT Sto. 43+53.92 \ TOE PROTECTION FBURY INVERT 1.0'F C
(I) \ ON FILL SLOPE ONLY
() EST. 41 TONS CL B RIPRAP 1R �' " °
v ENVIRONMENTALLY SENSITIVE EST.193 SY GEOTEXTILE WETLAND WU C
VTY JUNIOR SEE DETAIL 10-5 �~ T, PUE P
u MMERCE, INC AREA SHALL NOT BE IMPACTED. A
CONTRACTOR TO PLACE-Y22RP�- PT Slo. I 00.00 = DENOTES FILL IN " ' P(,
FENCING AT SITE PRIOR -L- POT Sto.302+44. 2,47.00'RT F F WETLAND ATERAL4'B DITCH• °
4 = 04'0 '00" _CC B PRAP
TO CLEARING & GRUBBING EST. 41 1pr s Sys PRAP
1ti EST146 IGEOT ILE
DETAIL 10-15
* * DENOTES MECHANIZED ,,''sEE DETAIL o b i T E P O EGFIoda'
\ Li TRAPEZOIDAL GRASSED SWALE CLEARING EST.ESOT. 809 S LXTILIE
M ME CULVERT INLET ANNEL W/RIP RAP
WROCK CHECK DAM \18 K STABILIZATION
\ (NeI Ie EST. 35 TONS CL I RIPRAP SEE ETAIL� 7
WATER QUALITY 6" OF FREEBOARD / PC Sto. 14+45.38I ?�
\a� EST.
SY GEOTEXTILE
\ ROCK CHECK -NATURAL GROUND LINE SEE DETAIL 14 /
\ FLM'" _ IE-YR. STORM DETAIL 10-10 DETAIL 10-13 BANK STABILIZATION
\JLa ELEVATION CULVERT OUTLET CHANNEL W/RIP RAP SPECIAL CUT BASE DITCH EST. 30 TONS CL I RIPRAP
\ \ - ,N,m HAN (Novo scale) EST. 60 5Y GEOTEXTILE
\ \ -BASE OF sWALE Gaon^�_ _ _r T"aou^a SITE 20 SEE DETAIL 10-14
1 -CLASS BRIP-RAP \ Fill Etisl. � D 3.� d Ga _ -Front
\ I'of m5y STONE- 6• C'=I + Gmund 3�2 D A.• e< oven ALCOKE HOLDINGS, ILL STREAM SJ
\ PROFILE
\ Min.D_3.o FI, ��J F,
E\° slope
\ Max.d=3.0 Fr. L�Mi.. H. DETAIL 10-12
/ \ FREEBOARD -CLASS B RIP -RAP S=T0 H, (VARIABLE AT CHANNEL TIE) B=4 FL FALSE SUMP
/ 10.YR STORM EVENT Typc °f Lincr= CL 'I' RIPRAP (BANKS ONLY? Not to SCDI
i \ NATURAL GROUND Esr. 30 TONS, Est. 50 SY GF FROM STA. 298+00 -L- TO STA. 299+00 -L- RT ( e)
DETAIL 10-14 MediaD Ditch
\ - r Ek STA.52+36-SRY21A- LT (58 LT TO 94 LT( 9^
OR FAR DETAIL 10-11 2
RIPRAP ( BANK 5T�'BILIZATION I
RIP RAP AT EMBANKMENT 1 (s.. chop B.I-) 2E' � GI
\ \ Fy TYPICAL SECTION IN.tt.Scelcl G,oe^a d :x F\N.1 _S_ etc.
\ \ l0'min. S=Ditch Slope CL Proposed Ditch
\ \ NOTES, Dimn Gee,eaile _ F Ditch Grade L Ditch Grade L
I) DO NOT USE INSIDE CLEAR RECOVERY AREA. 1.0'min. 1.5'
\ ]) NOT PRACTICAL TO USE ON SLOPES > 5%. G,ad. Me..a=2 F,. o.o% F.
2.0% 20' over 4.0% T. 6.0% 40, FOR -L- PROFILE SEE SHEETS 26 & 27
\ 3) FOR PERMANENT STRUCTURES IN GRASS SWALE. Le 11 = 50 P. Over 2.U% TO 4.0% 30' Over 6.0% 50' FOR -Y22RPB- PROFILE SEE SHEETS 49
\ \ 4) CHECK DAMS SHOULD BE SPACED SUCH THAT - CL 'I'Rip-Rap
THE BASE OF THE UPSTREAM CHECK IS AT THE GeorExruE - "e' STA. 299+13 -L- LT FOR-Y22RPC- PROFILE SEE SHEETS 50
SAME ELEVATION AS THE TOP OF THE
\ \ \ DOWNSTREAM CHECK. ON5'E STA.11+58 -Y RPB- LT FOR-SRY2/A- PROFILE SEE SHEET 65
1 \ \ Type ofH.- 9 TONS
Ce.filePJPRAP
sv STA.160 11 V2 RPBEDLT SEE SHEET 3A-I TO 3A-3 FOR CURVE DATA
FROM STA_ 52+66-SRY21A- TO _STA. 53+68-SRY21A- LT FROM STA. 52+18-SRY21A- TO STA. 4+28 -SRY21A- LT / I STA. 310+32 -I,,- RT

Submitted 10/19/23zj
_
�] �] ^B ` L �_ -�� PROJECT REFERENCE NO. SHEET NO.
DETAIL 10-1 f �zz- r DETAIL 10-3 DATE: 09-08-LOL3 s( zj� �� OJ �D Ham , U-5713IR-5777AB 10
MEDIAN V DITCH MEDIAN V DITCH !/
�� �� � � � 72 �( �- ROADWAY DESIGN HYDRAULICS
sn°older- -sn°°leer J sn°ulcer--sn°�Ider b / U 1 �� ENGINEER ENGINEER
Poirn Poim y I / Poinr Point N Imo_ \ \ ` \ \ \
D 9
e Min. D=1.5 F.
ti ICJ B=2 H. I l/ r•' \ \- �10-\
\ m 2. 6=5 F. II
1 S . 29'+00 -L- TO STA. 301+00 .{ ``� RO S A. 05+50 -timed SY-/c304+50�� D \
r 30 +50 -L- TO S 09+50 GL FROM STA. 51+50-SRY21A- ST 8 22
DETAIL 10-5 DETAIL 10-6 DETAIL 10-7 DETAIL 10-8 DETAIL 0-9-�
TOE PROTECTION N LATERAL BASE DITCH TOE PROTECTION LATERAL BASE DITCH CULVERT INLET CHANNEL W/RIP RAP
(Nat to Sc°le) b (N°„° Scalel (Notb Scnle)b d (Nm,° 5rolel N. rl STREAM
a
r , D ° n _�=- s) Balfour Beatty STUB�,100
Natural \°ws\°P Ground :y 1"F1. FII Natural ,..\°SS\aQ Ground ,;:. 3\ I"F,_ FII Fill E.izt. I 61
�' \\ ❑ 3� Slope \\ rope \ Channel 1 i �!7 6g17 G229�
Ground F d Ground b Fs 1 \
�d GEOTEXTILE- g Z e Min. D=1.5 Ft. Min. D=3.0 Ft. 8-GcotcAilc I \\
Min. D=2 H. 2 1,=-� B=3 Ft. Ma.. d=a.o Ft ` CULVE TLET CHANNEIiW/ DOCUMENT NOT CONSIDERED FINAL
d=1.5 Ft. ))) d=1.5 Ft. b=5 Ft. 8=J.0 Ff. VARIABLE AT CHANNEL TIE 9 ` l/
-Ge°t-1. Ma.. d=2 Fc / b=p.0 F,. Ge°teens I I \ ` �� BANK ST TION UNLESS ALL SIGNATURES COMPLETED
`When B I, 6.0 B=A Ft. 1 Type °f Liner= CL 'I'RIPRAP (BANKS ONLY 1g\ �/ EST. 3D �0 $
Type °f Hner- CL B RIPRAP b=5 F,, Type °f liner= CL B RIPRAP / R M STA. 52+ ¢ SR 21A- TQ Est. 35 TONS Est. 60 SY GF 9 \ �^r
Type °f4�Rr- CLB RIPRAP50-Y2 ��-I£'(A 3+68 SRY2I�LT I ��� \\\J \�� PERMIT DRAWING
RO STA+ -Y 2 - TO ROM STA. 16 -V22 RPG TO STA'.-1-7- -Y22 RPC- RT � � ` / O 3-�Y2�27F2[" 6+35 -V22 RP R SE 1
STA. 14+60 -Y22 \\\\ SITE 19
fi STA.,6+,5 Y2
V SHEET 32 OF 55
�� '� � �� DENOTES EXCAVATION � � °������ � ��, e� ���� �� '� �,
-�J(�\��®� /� IN WETLAND , �C WETLAND WT RA ��y
��� n�✓ \� O 1 �\\\ / O E DIL £ 1� \- 1Li / / LA ERA�3G'HBEC
O �N N\� L67AL 'BASE DIT >� ) f�` S ROC T/�FL 0.� A G
cAR� gAHooN \ n �� L ��, DENOTES IMPACTS IN \ �
e CI SE DETAIL
GnF A CAHOON
SURFACE WATER �� ��� SITE 18 \J R p E �� EST
T. 23
���IIti �6 A -e �� e�� sT.1 s z UE -Js E `A��� �z
f"CAR�oN & WILLIAM SEAS HIGM'' Vn�Nl� /� 1 I N N„, `''g, / DENOTES TEMPORARY
OMES, LLC GRS NDWA ER ]ABLE Z�\\� i- ( ❑ \ \ /
E z5 �ELEV=.,/1°n �� �� IMPACTS IN SURFACE WATER
Y22RPB,�'PC Ste.l0# .00
' L sc r� IR_P-R�-L- POT Ste. 303+15.66 47.00' LT
V TEt TIO �' ,;I -,,� \\\ s _mil e
�-� G n p EST. 2e,TONs l
VBA51N a -� '° aN n �- SRY21A- PC Sto. 47+/ .95 �� a� sl. ;
�B TOAS
S .0' sreus L �� ti I L N. L Ys EST. 7 SY GF O / �� \� ti y\ f %�
,1 PUE N
c B RIPRAP / PU�E� / p 1PUE PU PUE PUE n - �� ce 2a'). Lf)
P�E op - -- 5/ P � Q
FS . SY?AF yse en N - --� c z c F �� _ U? F-
O °
9
QO ---- - - - RCP -I F '° \ 1 F c o ��r`' - ----- - _ �-' yl - � '- � _ C -- - - ---- - - -- -e - _- - -- �
Lo
N a Rl`2FA- MDCB ,pore I_ - -
-\, Cj
GI-
LL Q - 1 RCp-IV "\ MDCB
Cj
I B AIL 10=1Z
- U)
-za
-23- -23 --Z3-- �r ace-r -' _- _ --- -- _ - r
EZ _ -�_ --------__- �-_T- .,o-�`- - - -- __ __ _ _�1?�.° ___EDI_AN 'V'_DITqH__ �- ---- O
�Z-�"_� vs'_ _ _ _ _ M -SEE-0E tDr-1- - -- -; _ -Mffl i N 'V' DITCH LCJ
O o
_ _ _ _ _ gE€A1L-1_ _ _ _ _ _ _ _ _ _ _ _ _ _-- - - _ --- ----- - - -
W O - - - - - - - - _, ra- - - - - - - - ------,.mom - --- ---------- - - - - -- -- - -- - -
-c�------'`\- 4 '` �-
��- � _ _ y� 67�_ � _` � -SEE-DETAk�O-� Z L.0
ULI
J 00 W -- Eaaau --
_ �----�---_----__ _25� �- -,.2s� � � �-SEE �DETAIL- _ - __ ADDITIONAL TS IMPACTS
----- -zap _
U - z� - ---- - OR CONAL PHASING
_ -- ° -e---1F�R Q H LU
���� _ 2GI CP III ��
�26 -9z -5Z -- -
2GI 8-RCP
1„
_ 61 a el{-p{.$E-$Uivl
r Q re;r -- _ ------ --- -
_ 20 LF LJ,J
71 U) LU- ---- -\ - -� i - -- 0 001 AC
- - -- ro »e „Bn --- J
w _2s z z __6
1 25_ 26 -25- - 2 2 �79-78` 12_ _ ___ �T�I'�- _ �r'�__ j2 -11 1 CD4
(jO
00
Lo _C�
N + c /-SRY21D
A HW
LL Q SpEC. CUT 4' BAS
SiE DETAIL 1D_13
U) POT Sto. 43+53.92 9`e�R� i z j Fez suev IN r 10' �/\
2y / 2 Jb� /DES . 4 'CL-B�RIP P e & 3k
ENVIRONMENTALLY SENSITIVE �� �mz S sIIMY E�TIFT WETLAND WU i L
`/ ! VTY JUNIOR - - S€E-
v AREA SHALL NOT BE IMPACTED. n v�
-.MMERCE,
CONTRACTOR TO PLACE _ 2RP� - PT 500 .06 =i az DENOTES FILL IN
FENCING AT SITE PRIOR + 4. 2,f.60" F F WETLAND �T �isL � s� � �a � ��
TO CLEARING & GRUBBING - O40 Esv tee �9��r s ��
DETAIL 10-15 DENOTES MECHANIZED �� z_, �� E� E6FIOtl7� -
\ / \ TRAPEZOIDAL GRASSED SWALE
CLEARING �ceevET AR�e R+P s sT.lsF� ° zT-+�
W/ROCK CHECK DAM i81 ��I ST BILIZATSON S ETAI 7
i RR °t t° Svelel / ES EST 6T S17�EOTE)SNLE
�.\ \ WATER QUALITY 6" OF FREEBOARD PC Sto. 14+45.38I
�\ \\ FLOW ROCK CHICK SEE DETAIL 14 <�`( `` (� /
NATURAL GROUND LINE \
_ 10-YR. STORM DETAIL 10-10 DETAIL 10-13 -nN T BILIZATION
\ - L�JJFFLa ELEVATION CULVERT OUT CHANNEL W/RIP RAP SPECIAL CUT BASE DITCH EST. 30 TOCL I RIPR.9P�
L INoim srelH (N°tt° scale) EST. 60 SY GEOTEXTILE
S \ \ -BASE OF swALE N°tu.°I Nawr I SITE 20 SEE DETAIL 10-14
a Natpml
\ \ -CLASS BRIP-RAP F'll Eest./ D 3.� d P o<( Front
0 I'of !1'SJ BTOHE 6' Ch°noel Gound 3�A D A 5ye DiI ALCOKE HOLDINGS, LIT STREAM S.1
PROFILE F�° Pe
Min. D 3 D Ft, B Ge°1eM le
r0 I Max d 30 Ft. B Min D-2 Ft
\ DETAIL 10-12
l\ \\ , 6" OF -CLASS 6 RIPJ<AP 6=].0 F. (VARIABLE AT CHANNEL TIED 8-4 Ft
s \ FREEBOARD 10-VR STORM EVENT Typc °1 Lncr- CL 'I' RIPRAP (BANKS ONLY? FALSE SUMP
NATURAL GROUND Est. 30 TONS Est. 50 SY GF FROM STA. 298+00 -L- TO STA. 299+00 -L- RT ( Not to Scale)
Median Ditch - \ -�A STA.52+36SRY21A- LT (58 LT TO 94 LT) DETAIL 10-14
- 9„ 2,
FNREk DETAIL 10-11 RIP RAP (NII II.
LIZATION I
RIP RAP AT EMBANKMENT ,,,QI < Isee chop Bel°w) 2o'� GI
(Nana Scnla) G�e�a :> s�° ° �-S- etc.
TYPICAL SECTION 10mn d°S=Ditch Slope 4 Proposed Ditch
NOTES, Dimn ceo�e,nile Ditch Grade L Ditch Grade L
1) DO NOT USE INSIDE CLEAR RECOVERY AREA. 1.0'min. 1.5'
r \ F 2) NOT PRACTICAL TO USE ON SLOPES > 5%. Gr°a° F 0.0/ To 2.0% 20' over a 0% To 6.0% 40' FOR -L- PROFILE SEE SHEETS 26 & 27
r \ 3) FOR PERMANENT STRUCTURES IN GRASS SWALETHAT Length 50 P. M°x. d' 9 Ft Over 2.U% to 4.0% 30' Over 6 0% 50' FOR-Y22RPB- PROFILE SEE SHEETS 49
\ \\\� d) CHECK DAMS SHOULD BE SPACED SUCH THAT
UD \ \ .N THE BASE of THE UPSTREAM CHECK IS AT THE GEOTEXTILE - °a'sy �RFP STA. 299+13 -L- LT FOR-Y22RPC- PROFILE SEE SHEETS 50
\ )\\ SAME ELEVATION AS THE TOP OF THE ONS E
1 \ O4 NN DOWNSTREAM CHECK. STA. 11+$8 -Y RPB- LT FOR-SRY2/A- PROFILE SEE SHEET 65
1 \ \ J \ Type °T°her= 9 T°GeOe..B RIPR s sv STA. 16� 358 V2 RPBES ADLT SEE SHEET 3A-1 TO 3A-3 FOR CURVE DATA
\ \ ` FROM STA. 52+66-SRY21A- TO A. 53+68-SRY21A- LT FROM STA. 52+18-SRY21A- TO STA. +28 -SRY21A- LT / STA. 310+32 -- RT

Submitted 10/19/23
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
11
13+25 to 14+69-SRY21 D-
ROADWAY FILL
0.26
0.03
12
13+57 To 13+85-SRY21A-RT
42" RCP
< 0.01
< 0.01
13
27+60 to 28+56-SRY21 D-
ROADWAY FILL
< 0.01
123
29+88 to 3011-SRY21A-
1 at 6'x6' RCBC
0.03
< 0.01
107
22
OUTLET CHANNEL
< 0.01
34
14
27+04 to 27+60-SRY21 D-
1 at 6'x6' RCBC
< 0.01
100
15
26+88 to 27+07-SRY21 D-RT
ROADWAY FILL/ 6' BASE DITCH
< 0.01
< 0.01
< 0.01
16
37+88 to 38+86-SRY21A-
ROADWAY FILL
0.08
< 0.01
17
40+43 to 41 +0 1 -SRY21 A-
42" RCP
0.01
< 0.01
18
15+58 to 16+45-Y22RPC-
1 at 7'x7' RCBC
< 0.01
< 0.01
78
10
16+08 to 16+34-Y22RPC-RT
INLET BANK STABILIZATION
35
52+15 to 52+41-SRY21A-
1 at 7'x7' RCBC
0.02
< 0.01
116
16
52+30 to 52+38-SRY21A-LT
OUTLET BANK STABILIZATION
29
16+67 to 16+87 -Y22RPC- RT
CONST. PHASING
< 0.01
20
19
52+45 to 53+60-SRY21A-LT
ROADWAY FILL/3' BASE DITCH
0.02
0.03
0.01
TOTALS*:
1 0.36
1
1 0.03
1 0.05
1
1 0.09
1 0.01
1 621
1 68
0
*Rounded totals are sum of actual impacts
NOTES:
Site 12: JS Non-Mit
Site 15-There will be an additional 0.010 ac of wetland impacts considered as a "total take".
Site 17: JS Non-Mit
Site 18: In -field permit modification for construction phasing, 20LF & 0.001 ac Temp. Surface Water Impacts
2018 Feb

Submitted 10/19/23
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
20
15+58 to 16+10-Y22RPC-RT
DITCH
< 0.01
0.01
21
14+56 to 15+95-SRY22A-
72" RCP
0.12
0.03
16+37 to 16+90-SRY22A-RT
ROADWAY FILL
< 0.01
16+00 to 16+21-Y22RPA-RT
ROADWAY FILL
< 0.01
< 0.01
18+73 to 20+28-Y22RPA-RT
ROADWAY FILL/6' BASE DITCH
0.11
0.02
0.02
22
14+36 to 14+62-SR1-LT
48" RCP
< 0.01
< 0.01
14
10
14+40 to 14+56-R1-LT
OUTLET BANK STABILIZATION
25
23
14+74 to 16+76-SRY21C2-RT
ROADWAY FILL
0.06
0.08
24
19+15 to 19+78-SRY21C2-RT
ROADWAY FILL
< 0.01
SHEET 55 OF 55
0.29
0.03
0.16
< 0.01
< 0.01
39
10
SHEET 52 OF 55
1.62
0.07
0.39
0.09
< 0.01
624
51
SHEET 53 OF 55
0.31
0.06
0.12
0.04
< 0.01
281
28
SHEET 54 OF 55
0.36
0.03
0.05
0.09
0.01
621
68
TOTALS*:
2.57
0.19
1 0.72
1
1 0.22
1 0.03
1 1565
1 157
0
*Rounded totals are sum of actual impacts
NOTES:
There will be an additional 0.010 acres of permanent wetland impact due to total take of wetlands at Site 15.
2018 Feb