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DETAIL 27-1 DETAIL 27-2 DETAIL 27-3 RECORDED DEED I ,28
,9 PG PG 4,81 ° re ,Dxc ( "/ ` = 0 - _ ` E U-2579B 27
I TANDARD BASE DITCH STANDARD BASE DITCH S ; ° - _ -
LATERAL 'V' DITCH I I 9
lNono Seole) (Nol to seolel N I ° Gi I°; ° RM/ SHEET NO.
INmro seolel BPe�sc DW s I\ ROADWAY DESIGN HYDRAULICS
N.-I N.-I N.-I Ural
-�{ GroDxd 7q q? GroDxd G.oDed ?] D q? robed pa wog P o ue P esnEq s i ° _�- = ENGINEER ENGINEER
No rol I � Fill c' � a
Gro nd ?] 11 1'iFl. Slope Geotext le B Min. D- 2 Ft. Geotentile B Min. D= 1 5 Ft. / _ — D /
Min. D=1.5 Ft. Mae. d- Max. d= 1 5 H. ie 4{°
h=5.0 Ft. 'When B ie < 6.0' B= 10 Ft. 'When B 6 < b.B' B= 5 Ft. ve zs vG ° vB zG PG ee r 'I°rc
Dr46e FQ o c
Type of Liner= CLASS 'I' Rip-Rop Type of Liner= CLASS 'I' Rip -Rap
FROM STA 57+50 TO 64+00 -Y4- RT FROM STA. 64+00 TO STA. 64+65 -Y4- RT FROM STA. 56+00 TO STA. 57+27 -Y4- RT
e .nn
B=6 op 1.I ° zG PG 6° \ D ,°,°,°� " r°sP °'= ► B zG�c ° ► o
I
La °f!©i sB' 3s' o so• lqo•
_ __
I I " °DE II
°' , fS gj E .Peeee,, ry D, 6e rl x o° Isss vG osce Y4RP80
De I vc isor ` °� ° ° ° I I = I o zs a Pls Sla 33i 5.42 PI Sla 6/+524a P/s 5/a 64+5/9l
I I �_ — Bs = 5/d 0.4 I Iffy 4%fLTJ L, 0.4
D 418'Pb6 Ls= 162L
r G 260A]' L = 29565fY LT = I011l'
oe zes, a os r° n rc P n I I I F% �"o� " Sf = 8006' T = 1.330P7U'
I re zs vc Gc aB zc vc s° rFs za , — c. R = 133000'
1 uhr 1 � °I SE 0D6
se ° n ° Pi `a$i IRDve zs Pc se' I L) ° I_ �tL{ �� i Fj z o Y4RP80
oB ino PD R I $i 1 ' _ - _ - Pls St, ]S 36 PI SYc DIT
80+ w Pls Slo 84*11J9
B.ex x.ec DPepPz �I"I es=z •326 0= 9oaooarRnBs-zz 32%
Isla 0 ° -- L—� J LT = 200.0Y D = Z2P32% Ls = 133D0'
fd]i'S5 LT = 1%sff L = T/266' LT I3335'
— -- —"" v/\ss I o ST 666B" T 389�Z330 ST = 66SB'
R 233000'
I xox DEED SE =Y4R
p_ Eir —°sw� t-—-11-�+° d Y4RPA
Eo �- w. �i I I —� it l ° • 0gP Bs s/Z 59592' �= 8Z W' H(LT) Blss 5taZ50 594Z3
L-21 D-Z5v59z Le-2Xo
i t) l M am N /- LT = /3335' L = P.74Z] LT - 13335'
opo x"s © e —1 I--- El
I-oG z ¢ 'f Y ST = 6668' R = l,667.5 ST = 66.68'
Ixr°, as Z =a
u+ aru "'I,
' - SE OD6
X —
°v°P 13 826c
Pi =9
DENOTES TEMPORARY ° �
DENOTES FILL _ —
O S IN
IMPACTS.. IN SURFACE WATERxroe F F WETLAND lol I pa° .RviI ,;DP sac�M°oa' qE F°sB r=} _(
50E
�Bfifi PI Sra I/+39.44
J 1111
D-515'23.4
°4'� 901 °cz Ot r4'3k48s(R l
\ ° T T9. a
DENOTES IMPACT N'I I g _ °_�Po 'I6 I" R-'°9°°a
SURFACE WATER ° z, ° ' V°°°� 38" p° -- ag
n ° - , OCTOBER 1, 2019
4 B ° x� D r 135 I n awv ° s
} - 8 DRAWING
PERMIT RAWI
�zs�T s°I Ine I!, SHEET 5 O F 1 0
� .,m _ �s _ G, PG
Elp
°
15
. .ms
m —_ PERMIT DRAWING
_
p''DS I Ig � r = n— —— I
�DB4. ° ' `o — DB. �DI ma zs P a9 0c, cxc MODIFICA TION FOR
RPeo- cs o. e4 Da5/ r TE 24A �I/ y °I �� f p IIII $ $ ° I�YI E w� n. ° m I oe eos &c a s
• rc zY4RPBO5e 5'T rSla.86i0451= I ✓° Ip� pr`X gs 5 IIIII IL, 3 155 ro iss vG osse SITE 23 AND 28
-Y4ER- Par SIa.0+5398 f24LT) ,r? \\\ ° 9B4=eve 13 c n J I 9 I 9` 6° P JzS se - - - - - - -
� g
SITE 24 _ £ - _
SITE 28 - �e = 9 --- — —
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__ __ __ -- _ _ --__ ___ __ ____ ___ __ ___ _ _ _ _ _ _ _ _ _ _ _ _ _
---
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_________
- — ---z� _ _ _> — _ _ _ _ —_-- — - _ -------------------- _---- — — — — — — — — — — — -- --- — — — —
25 _ °z399/?on i .Kl r10PiDoe H5 ;s
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(PER MI MOB) (PERMIT MOD) -- F
P I
PERMIT DRAWING MODIFICATION LEGEND i I
DENOTES TEMPORARY DENOTES IMPACTS IN DENOTES IMPACTS IN I \ Q PAVED SHOULDER
IMPACTS IN SURFACE WATER SURFACE WATER SURFACE WATER I1 1 1 4 /
(CULVERT IMPACTS( (STREAMBANK STABILIZATION( 1 {/ '� ae1Y♦Po=
PAVEMENT TO BE OBLITERATED
DENOTES IMPACTS IN NOTE `
DENOTES IMPACTS IN FOR -Y4ER- PROFILE, SEE SHEET 5I-52
® SURFACE WATER SURFACE WATER 1 FOR --8- PR Ffl ,SEE SHEET 56-5]
75
(FILL IN STREAM) (POND) I 1 FOR-Y4HPA- FROFRE.SEE SHEE 70
FORY4RP0- PROMFILE
\ FOR -Y4 PB0- FIF E.SEE SHEET 1
-. SEE SHEET Bl
FOR -Y5- PROFILE, SEE SHEET 82
y FOR -Y50ET-,SEE SHEET 2B-7

Q`
m
03
I I / I : !/ 1 onpgT oawx y\ - _ "" =-sY-- +r-� _ _ �.��'•c _ _ p>` +s - ,,.e �.N
4 PROJECT REFERENCE NO. SHEET NO.
DETAIL 27-1 DETAIL 27-2 DETAIL 27-3 RECORDED DEED B zejo /- _ _ J a \ s' U-2579B 27
I TNDARD BASE DITCH STANDARD BASE DITCH / /I �' °" / / '� p -°- " -->t = �_ qt F< _� _ RM7 SHEET NO.
LATERAL 'V' DITCH , , �� I I 9�xl n _ y
I No, o Scale) (Not o Scolel / l �d 1 �' gjJ
INmro scolel ROADWAY DESIGN HYDRAULICS
N.—I NUN I Na —i oral
II^y Gro°xd 7q 1� G-1 Grc°"d ?J qd .o°"d I - .�,i P °a p _ _ �� ENGINEER ENGINEER
NatJral I �' Fill d ro / d D \ \' 'Jr - I I �'/-
_ Slope Geo,eaile B Min.D� 2 Ft/ Geo,en,ile B Min.D= 15 FL � I � \\ �(6
D Min. D=1.5 Ft. Max. d= Nf. Maz. d= 1 5 Ft. L—TTEI _ I 1 r - r S L�r pp {
h=5.0 Ft. 'When B ie < 6.0' B= 10 F. 'When B 6 < -1 B= 5 Ff. I ve zs vc a vB ze ve ee sEx ��` / ° \ —c see
Type of Liner= CLASS 'I' Rip-Rop Type of Liner= CLASS 'I' Rip-RaP
FROM STA 57+50 TO 64+00 -Y4- RT FROM STA. 64+00 TO STA. 64+65 -Y4- RT FROM STA. 56+00 TO STA. 57+27 -Y4- RT pB �a°<>o
D8p
i .... r"
- III J e'46�8 °( i/ I J✓;
eB zE op ce /ID 2 >a 1 III I�l�'Si
I (/` /✓ -"�\i' `�-- \ �GSI 0-
I� ` ' �' i ° I \ I` P III 4RP80
I pe wcz vc ispr °�, v n \ el
- 33+05.42 PI Sra 6/+5 24 .1 SYa 64+5/9l
e26 z1 Bs = 5/d 0.4 = I Iff 24b fLTJ Bs
- 2b6 Ls = 160DD
L = 29 UL LT = 160111'
� . _ — — LT = 160D7'
r - 2761D5' sr - aoo6'
I Y ;-��II I f` r I \` � Y. _ �- _ I - %/, E-'o'a°6Da
pB p Pp 3s, I B�EIZ° df FY " \\ �� 3 / { 1 I l \ ( Y4RPea
{ Pls Sfa T5 652o PI c 8010.76 Pls Sro 89+71J9
�� es=z '326 o=l9OaOODrRIes=zz 3zs
Boa z'a9� G D = zzr 3zc
ca \ ' ' LT = /3= L LT I3335'
°v2za \ ' 1 1 I ST = 666a" T - 3999 ST = 666
mn.#3" •"'" �'� ` (3tl .m& +e \ \ ; \\ _ - / / i F SE = OD5
I xp x pEEp I T \4—- \ �' —� \\ ` \ �1 = ��x' Y4RPA
_ it- q — =_ Pls sta 11*3335 Pl sio 26+6%56 Pls Sta 40 .43
— 6 �~ T"Bs=Z59592' =9zw4 ,(m Bs=259",
m° 2Wo D = z5v592 LS - 2Wo
z s e / sr ='a63.es T=zs641i�sc sr - ss. as
/ � ye — - \\ r- - / \ s, � x� (b� zisas ii s c / �• Y R I I0.o0'
13 sE - oD6
DENOTES TEMPORARY F F DENOTES FILL IN — — " °) a — `II
IMPACTS . IN SURFACE WATER .. WETLAND _ �� -_ - -- --o °°° �" M =F ' } a s� ; \\�F—° - - _-- -' -"' l I l YSDET
.—� o.a.x z' $ Boa° - - _ -
9 Pl5/a I/+39-
\\\`. . / - . ee a.e"P��'„o""
\\\ 0".8�� "/ \T - - _ - rm " �6•� \ \ ,�J �` _ �zal \ \ `' 1 / D s1s23.4•
CtL L`) V R \\I, \Mr _ - I-•' pr1 v / / / ` I R
\ = losoao'
P.
URI�''', �\� �,\� = . L;���° - _ ¢ _ ___ ,_ � , \ u� , \ , / � / �� OCTOBER 1 2019
35 I PERMIT DRAWING
_�L-��"\f \ \ �JI ; 111�1
/- / / II
` �I —
SHEET OF 0
\ \ \,\\ \ \ 1 11 \ \` \\\`: � /'9i"+y"IJf �°l 1, /iv / �/.. i•. _ - \ �-' \`__""__(, � �€ � �
/ \` ; \ r� r �• 1 ' _ a , o- ems` e (\� 1" 6 1
I � \ \\
PERMIT
+
DRAWING
_-_ �---�--_- -=�- ='� "1 s__�'4;R"F80-_'5—S'T'-- SIa./A6k/'1/ , 451/-�'^:•\,°\�\\�;�\c\\ \\\,;�\\ D`\• - -+-s_- --_ - e'-a/'I /•l'//itI/1;I1{',i IIIIlIIlIIi'IlI�I lIl IlIlII{';,lI),f / I ) \ \ -. \=� Ir� �j4_h�\=_\� � =� TTm-q!/l�\l!/ ;/E/'lr�/l�z'dI/:d,,; /// /\ ,i 1 I '�.'I e�>'„�,I Iu ,_ n1f-/$-..'�1,�\ - '��\tI\/\,IK\�p\ ��1. _ 1e7 yp�V�rF�/ I °9Bzv'i i�e \ �1�I\I iffii _�-�-o � -"�\\',,x 3 -w•mb � � plII r�\lp° up °" $� �I lIuIl l¢""`CZJ:J —LLiv-is° i91I1� I _a�_ Il��liljI �rg�` _ 3� �.c 't' ' f7Il8alI;.l
N-�E1> ,°4&yn
,
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MODIFICATION FOR
SITE 23 AND 28
Y4E3-s2L)
- _ _ � � _ -_=5�1-�i � � \ / / , 11I ' I / , ,� I I I I � � I� � I� 4 � � / /� �I � ���� � _ � ' - \� �B � ` \_ , \ \ \ � � M -_ ''-�/ r 1 _ ,'/ / p•�_
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/ 411
BERdAB HD&aR -E \
s\H}.roD�A�rIJ END u-2
- \•, � �^ �- � m ��- � 'll \ -r PA- PDs sd. 7 . a7�'� 1 $ 1 \ - / / / \ \ \ �- - i/ %// _ I IIII ' / _
�O\ \ \ I I I , I \ i� \ I- /,//� \ / -- II�� /rj//� II IIII ( "l•;• // � � \ \� �
�� \ .may \\, l�� ,.�_ �� �' a ..�, III\ � II _-��\.: �..,��./ I11`(\\'r j'///f,`, ,l 4T/I"f4jlllllllld«}� \1l T�•, /;j i�\�
��28C SITE 28
, \
1�I/d
- \ \ ) (PERMIT MOD) - -
\ '�` :� `I L I It -;ice
III/,. 1
PERMIT DRAWING MODIFICATION LEGEND
DENOTES TEMPORARY WATER \
DENOTES IMPACTS IN DENOTES IMPACTS INSURFACE WATER SURFACE I -� \_\v\� 1111� \ \�\\\\\\ \\� = Q PAVED SHOULDER
IMPACTS IN SURFACE WATER R (CULV T IMPACTS) (STREAMBANKSTABILIZATION(\\
®PAVEMENT TO BE OBLITERATED
11 ..e. mse `w,�___``\ \J lc \\ \ \ \`\ \\ ` _ _ _ ` ^ , - �^ NOTE
DENOTES IMPACTS IN DENOTES IMPACTS IN I S'•\\\\\�\�\:\ '���_'-�-+-- %/ { I - FOR-Y4ER- PROFILE, SEE SHEET SI-52
\ �� _�---, _ _ - / ' I / / \\ FOR --8- PROFlI ,SEE SHEET 56-57
® SURFACE WATER SURFACE WATER .r..s 1 \ \ \��\C. :� / I ' / FOR-r4RP00- PROFILESEE sHEEr 75-n
(FILL IN STREAM) (POND)^JJ� FOR -wRPA- PROFILFSEE sHEEr TD
FOR \-MPD- PROFIL ..SEE SHEET 6/ FOR -Y5- PR6f`l E,SEE SHEET 62
-Y50ET-,SEE SH£ET 2 -7

WETLAND PERMIT IMPACT 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)
Temporary
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
28+00 -Y-
ROAD FILL
0.03
<0.01
0.02
0.02
142
2
16+00 -Y1 RPD-
ROAD FILL - INTERMITTENT
0.01
109
ROAD FILL - PERENNIAL
0.02
208
STREAMBANK STABILIZATION
<0.01
<0.01
10
37
3
21+56-25+22 -Y1-
2 @ 7' x 6' RCBC
0.06
<0.01
438
33
3A
17+36-21+53 -Y1-
DETOUR - ROAD FILL
0.08
545
3B
20+55-21+32 -Y1-
DETOUR - ROAD FILL
0.03
194
4
501+51-503+21 -L-
ROAD FILL
0.03
<0.01
493
18
STREAMBANK STABILIZATION
<0.01
<0.01
9
31
5
503+85-507+80 -L-
ROAD FILL
0.05
<0.01
740
22
5A
507+39-509+64 -L-
ROAD FILL
0.01
306
6
523+00 -L-
ROAD FILL
0.03
<0.01
0.02
<0.01
312
42
7
527+00 -L-
ROAD FILL
0.52
0.01
ROAD FILL - POND
0.59
8
559-75 -L-
2 @ 10' x 6' RCBC
0.06
<0.01
442
53
STREAMBANK STABILIZATION
<0.01
<0.01
58
44
9
560+75 -L-
ROAD FILL
0.03
0.01
10
560+50-568+74 -L-
ROAD FILL
0.01
0.07
<0.01
783
22
10A
566+84-572+75 -L-
ROAD FILL
0.05
684
11
615+00 -L-
3 @ 10' x 9' RCBC
0.43
0.02
808
57
11A
19+76-21+44-Y4RPBD-
CHANNEL CHANGE
0.08
0.01
223
41
12
15+84-18+86-Y4RPBD-
CHANNEL CHANGE
0.01
0.02
88
205
TOTALS:
0.62
0.00
<0.01
0.05
1.53
0.19
5,853
1,344

WETLAND PERMIT IMPACT 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)
Temporary
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
13
20+00-21+40-Y4RPBD-
ROAD FILL
0.33
14
629+95-635+90 -L-
ROAD FILL
0.04
0.05
688
15
636+32-641+55 -L-
ROAD FILL
0.18
0.04
332
ROAD FILL -POND
2.38
15A
644+00-645+00 -L-
ROAD FILL
<0.01
108
16
643+56-644+61 -L-
ROAD FILL
<0.01
104
ROAD FILL -POND
0.16
17
663+65-667+00 -L-
ROAD FILL
0.09
<0.01
0.06
928
18
667+15 -L-
3 @ 12' x 10' RCBC
0.06
0.02
377
67
STREAMBANK STABILIZATION
0.02
0.01
80
59
19
668+50 -L-
ROAD FILL
0.47
0.01
20
687+80-691+59 -L-
ROAD FILL
0.03
163
ROAD FILL -POND
0.85
450
21
22+50 -Y1-
ROAD FILL
0.02
22
40+50 -Y4-
OUTLET PAD
0.01
23
45*65 V&
CULVERT VCOT EXTENSIGN
0.06
400
-32�
0.02
/�/^�.�cF
G-."
54
OO
23A
44+95-45+18 -Y4-
ROAD FILL
<0.01
57
23B
45+07-46+34 -Y4-
ROAD FILL
0.01
135
24
80+73-81+57-Y4RPBD-
ROAD FILL
0.02
202
24A
80+50-81+51-Y4RPBD-
ROAD FILL
0.06
25
37+31-Y4RPA-
30" RCP
<0.01
73
STREAMBANK STABILIZATION
<0.01
<0.01
21
16
TOTALS:
1 1.20
1
1
1 0.02
1
1 3.67
1 0.03
1 3,268
1 142
450
11/19/2018 Revisions shown in red text.

Site Station
No. (From/To)
26
29+16-31 +12
-Y4RPC-
27A
104+63 - 107+53 -Y4-
27B
107+60
-Y4-
27C
107+58 - 108+44 -Y4-
50+50 _ 56+00
_vet
29
145+62
-Y4-
30
64+34 -Y4-
31
557+28
-L-
Structure
Size / Type
ROAD FILL -POND
ROAD FILL
42" WELDED STEEL
30" RCP
ROAD FILL
STREAMBANK STABILIZATION
STREAMBANK STABILIZATION
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS
Permanent
Fill In
Wetlands
(ac)
0.05
Temp
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
<0.01
Hand
Clearing
in
wetlands
(ac)
Permanent
SW
impacts
(ac)
<0.01
<0.01
SURFACE WATER IMPACTS
Temporary
SW
impacts
(ac)
<0.01
0.115
Existing
Channel
I m pacts
Permanent
(ft)
205
130
116
3"
28
21
Existing
Channel
I m pacts
Temp.
(ft)
14
Natural
Stream
Design
(ft)
2018 Permit Modifications
23 44+10 to 47+96 -Y4- 3 @ 8' x 9' RCBC Extension 0.06 151
STREAMBANK STABILIZATION 0.02 0.01 55 30
28 47+96 to 56+85 -Y4- 2 @ 10' x 10' RCBC and 0.51 2309 427 2127
1 @ 10 x 8 RCBC
STREAMBANK STABILIZATION 0.02 120
I 28A 1 48+16 to 48+65 Y4 I UT to Smith Creek Relocation I I I I I 1 0.01 1 1 80 1 1 344 1
I 28B 1 48+84 to 53+86 Y4 I UT to Smith Creek Relocation I I I I 1 1 1.62 1 1 1 1 1
28C
54+20 to 67+00 Y4
2019 Permit Modifications
Drain Pond
6.20
I I I STREAM RELOCATION I I I I I I 1 1 144 1 4r I
SUBTOTALS, THIS PAGE:
0.05
<0.01
8.86
0.01
39359
84
2471
SUBTOTALS, PAGE 1
0.62
<0.01
0.05
1.53
0.19
59853
19344
SUBTOTALS, PAGE 2
1.20
0.02
3.67
0.03
39268
142
450
TOTALS:
1.87
<0.01
0.08
14.06
0.23
129480
19570
29921
11/19/2018 Revisions shown in red text.
10/10/2019 Revisions shown in green text.
9/18/2019 Revisions shown in blue text