HomeMy WebLinkAbout19970207 Ver 1_Complete File_19970320State of North Carolina
Department of Environment, A'kT'19;WA
Health and Natural Resources / • •
Division of Water Quality
James Hunt, Governor p E H N�
Jonathan B. Howes, s, Secretary
A. Preston Howard, Jr., P.E., Director
March 20, 1997
Buncombe County
WQC 401 Project #970207
APPROVAL of 401 Water Quality Certification
Metropolitan Sewage District of Buncombe Co.
P.O. Box 8969
Asheville, NC 28814
Dear Sirs:
You have our approval, in accordance with the attached conditions, to place fill material in 0.60 acres of
wetlands or waters for the purpose of constructing a sewer line along Gashes Creek and US 74, as you
described in your application dated 25 February 1997. After reviewing your application, we have decided that
this fill is covered by General Water Quality Certification Number 3101. This Certification allows you to
use Nationwide Permit Number 12 or General Permit 049 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non - Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorsey at 919- 733 -1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
Michael Calhoun; Vaughn & Melton
Sincerely,
P1,
ton How , Jr. P.E
970207.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919 -733 -1786 FAX # 733 -9959
An Equal Opportunity Aff irmative Action Employer • 50% recycled /10% post consumer paper
v A - 4 IT]
vang6n & Melton
Consulting Engineers
1419 Patton Avenue
Asheville, North Carolina 28806
Tel. (704) 253 -2796
FAX. (704) 253 -4864
email:vandmavill@circle.net
February 25, 1997
Mr. John Dorney
Division of Environmental Management
NC Department of Environment, Health,
and Natural Resources
PO Box 29535
Raleigh, North Carolina 27626 -0535
Subject: U.S. 74 Sanitary Sewer Interceptor
Buncombe County, North Carolina,
Metropolitan Sewerage District of
Buncombe County.
Dear Mr. Dorney:
4011 I &SUZ;
Please find enclosed seven copies of the joint form for C.O.E. and 401 certification for the
referenced project.
The drawings have been copied from plan sets to 8 '/2 " x 1 l " sheets and are numbered to
reference the attached list of crossings and the quadrangle map copies.
This project will be included in an NCDOT roadway contract for widening U.S. 74 in
Buncombe County (R- 2306A).
A finding of No Significant Impact was issued for the roadway corridor, which is the same
corridor as this sanitary sewer project.
If you have any questions please give me a call at 253 -2796.
Sincerely,
VAUGHN & MELTON CONSULTING ENGINEERS
rri
Michael A. Calhoun, P.E. c a
MAC /ms
AA 1993139301 -0 1 Womcy.cor
Middlesboro, KY • Greeneville, TN • Asheville, NC
DEM M: ' ACTION m-
Nationwide Permit Requested (Provide Nationwide Permit ft General Permit No. 198100049
JOINT FORM FOR
"l.~ Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402 -1890 P.O. Box 29535
ATTN: CESAW -CO-E Raleigh, NC 27626 -0535
Telephone (919) 251 -4511 ATI'N: MR. JOHN DORNEY
Telephone (919) 733 -5083
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DMSION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
I. Owners Name: Metmml i tAn cpwaranA ni ctri rt of w inrrni� rry in+v
2. Owners Address: Pnct Winn Rnv A%9 - Achavi 110 Nnrth rarni i na 2Rg1 R
3. Owners Phone Number (Home): _N /A (Work): (704) 254 -%46
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
N/A
5. Location of work (MUST ATTACH MAP). County: Buncombe
Nearest Town or City: —Asheville
Specific Location (Include road numbers, landmarks, etc.): See attached copi es of U. S. -G. S Quadrangl e maps
6. Name of Closest Stream/River. Gashes Creek
7. River Basin: Swannanoa River
8. Is this project located in a watershed classified -as Trout, SA, HQW, ORW, WS I, or WS 11? YES [ Xj NO [ ]
9. Have any Section 404 permits been previously 'requested for* use on this property? YES [ ] NO [X]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 0.6 acres
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled:_ N/A
Drained: N/A
Flooded: N/A
Excavated: 0.6 ac. (Temporary trench for line work)
Total Impacted: 0.6 k.
12. Description of proposed work (Attach PLANS -8 1/2" X 11" drawings only): Subaqueous Creek Crossing for
gravity sewer lines
13. Purpose of proposed work: Replacement of badly deteriorated existing sewer lines
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts. See bel ow
15. You are required to contact the U.S. Fish and Wildlife Service ( USFWS) and/or National Marined.sFissheeries Service
(NMFS) regarding the presence or any Federally listed orproposed for listing endangered orthreatenedS p[ J o NOti'eal
habitat in the permit area that may be affected by the proposed project. Have you dono so?
RESPONSES FROM THE USFWS AND /OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [ ] NO [ ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? CanTnrrial RPtidenti'al
F. If applicable, what is proposed method of sewage disposal? No new sewage flows are _generated by thi s pro
N
Owner's Signature
Date
14. This project consists of replacement of approximately 10,000 l.f. of existing sewer interceptor. Existing
site restrictions necessitate the river crossings. This project will be incorporated into an NCDOT roadway projec
within the same corridor. Only the creek crossings that occur outside of the normal NCDOT road work are shown
in this permit application.
� >i - x, - Ili- -•- .Hemphill,
40 Knob LEGEND
'Cem; O - STREAM /TRIBUTARY CROSSING
ashes ek o
� • •, ,. -EDGE OF STREAM ENCROACHMENT
OW�nby • "'Little Cedar Mouni
�r�' Cove
II
Q•
it
•a • ,/� z• - -� -'. /ice
Y 1 m 12
� r 31171 � . • L. � _' �-�J• '
MS'&P ,4. Trailer
•� ,�2 /Ao.•
2" �• ii Park
.o• o�.
• c; : `0 8 9 14 13
PROPOSED SANITARY 10 12 1z 12
w I
0 SEWER IN '
I TERCEPTOR
PROJECT NO. 39301 -01 A G Reynolds •�% z;
l \ f�l h Schoo
( l ►4
r � I
III
\\
Rd so HiYI Ch
' � f
O -
\ . 3074 U •� '
N KEY PLAN \ � EX TE o _ J
TAKEN FROM QUAD MAP: /VS/ iv
)TEEN, N.C.
\ . ,
35082 -E4 -TF -024 '
1962 • r\ '
PHOTOREVISED 1990 \ 3 Vaughn&Helton
DMA 4555 III SW— SERIES V842 ; Consulting Engineers
NOT TO SCALE
1419 Patton Avenue
Q� Asheville, NC 28806
US74 SANITARY SEWER INTERCEPTOR
STREAM CROSSINGS
PROJECT NO. 39301 -01
18 "DIP
n{
115 +80 - 116 +70
GASHES CREEK
r77�
119 +20 - 120 +40
18 "DIP
UNNAMED TRIBUTARY TO GASHES CREEK
153 +15 - 154 +25
12 "DIP
GASHES CREEK
161 +45- 164 +54
12 "DIP
GASHES CREEK
164 +58 - 165 +30
12 "DIP
GASHES CREEK
6
U -39
166 +75 - 167 +15
12 "DIP
GASHES CREEK
7
U -39
168 +40 - 169 +10
12 "DIP
GASHES CREEK
8
U -39
5 +15 -5 +60 "D"
8 "DIP
UNNAMED TRIBUTARY TO GASHES CREEK
9
U -41
176 +70 - 177 +10
12 "DIP
GASHES CREEK
10
U -43
181+15-181+75
12 "DIP
GASHES CREEK
11
U -45
192 +25 - 192 +85
12 "DIP
GASHES CREEK
12
U -45
193 +95 - 194 +30
12 "DIP
GASHES CREEK
13
U -45
198 +50 - 199 +10
12 "DIP
GASHES CREEK
14
U -47
200+70-201+30
12 "DIP
GASHES CREEK
0
LJ
+ M:co Xo
T_
K" or
100,
.END GUARDR4
600' UNIFORM T
Ln
+
37.5'
IF T A PP7R T___TJ*
.,.,--BURY IN
CUT SLOF
IBAN _2GI
F4CE
RIER REMOVE CB 0
12C)'-151 RCF
-.POSTS--& -RUSTIO_GUARDRAIL
�T WAD —
vJ
NATIONAL PARK SERVICE
DEPT. OF THE INTERIOR
DB 901 PG 118
PS 55 PG 70
'10
2071.29
-----------
Dp
CLASS I RIPRAP
SLOPE PROTECTION
':REMOVE
PROP. R/W
...........
10
R ..
18" DIP (CLASS 250)
411.07 L. F.1 O 0.50x
0
co .
�y • . • 1 �.
t
TREAM CROSSING Oo. 1
LUMP SUM BID
9. 0 ELF CLASS 250 JDIP�
ENCASED-JINF-CONC. --
I RIP RAP
0
co
EX. 8"
SAN. SEWE -
'o
,t
V
J
C
k,
cc
R
�Y
uO
U
. co
• :.gal
- Jf
r�
�I•
u
OI
U t
G_
Ll
�.i
I
L 1
n �
W
II
i �
aN -1 Si
ON3
T
I � ilk
Y
� J L •�
' 11
W.
% ix
02
4J 7,-
�o ,Q W f
SPA
Y�
oz� ? 1 N' was 3N II '
WO
cc
v
%p tr1 Q I v�
` w I� �•
_L W i.
Z o C
4' Q_'
W �1 -
I✓: W • �.
m r2. t W a ■ W
• xacx
W W W
w M O ' M W N W Z F- _.
C) �, !� V_V
�' J` J y' O Q W W
y, U J 2
x G �� `fi x ti Z m CL Q Z
�.
J
LLj
Z4 I' U N rl-
r
t'7
APPROX. PROPOSED
I
ROADWAY GRADE'
CLASS I F
IP RAP •
SLOPE PR
3TECTION N
20d2
is"
. ........... . e ASS 2501
DIP (CL O 2.44%
I
g" DII
2
.53 L.F.
74! OF 36 "
MENT
..,.
� ,• �
333•,
ENC
2073.95
067.87
O
0
O
r-
N
a
STREAM CROSSING
No: 2
LUMP
70 LF CIASS
SUM SO
250 DIP
ENCASED
IN CONC.
' 1
j \1
\
GAYLE C. & HARVEY L. HUNTLEY
i �. ►+
w - s_
c ?2) -k
VACANT
Fco
RETAIN 1 N '89 1 •`'r 1
I �i'•1
R
'�,�. .f.✓ , i--- +1 = JB W/ ti9H '3' -35" RCP OE'
I LP 1. to
80
r = _ RL I �,
C: � 20' - D PEMdVE•
REMOVd I r B
1�t. --.I- 136,
( REMOVE
•
F -
-= xiST�.* i _ - - _
Lu-
c_
OVE REAN W_ SERVICE REMOVE
MOVE _ RV ._
a
� a
Yi RE +
TO EXIST. � '' _ _.....__._._. -- —
- -
-_ M1EL.T -.. �„ _'•_ 100' - -
T . ��
FDA —L� LAN_ -
-EASE � ,��. -.:, ,,j; .. _ - _ _ •�. --,- _..;:.,,'
-6 _ `J ( -ice. -.h `ir • =,;:,; ♦, .x--•. .Y• :C Y.�•(tFti,;,, �� _.
ST. t66
PIN N SERV�CE>! w _,
,Z
r 1/5 E / \
+ T
71 \--,— t
... --' pro
GERALD E. PEART \ \ REV _
D8 1205 PG 372
\ PS 34 PG 6 -y - ,`,jr\ F
L. HUNTLEY \ t ?`�� \Fri T ;!��1'� J•OG +30 -y8_
32 \ \ \ - - 105'
\ \ +50.00 BEGIN
\ G \LE C. & HARVEY L. HUNTLYY
I
1 r
M
r
CL
—1- --~--
---_o
2 .60 (S. W.) � 1
UI ED
LO
2122.00
n
LO
H
V SHEET
1 2.20(N.E.)
PeOPo EO / CKA�1/v6L
X144 [.E /tilcOoT
120^ W7Y PROSE
O 4.04
2127.11
r- a
y�
L I ,
s'
2122.2
L
_Ca UMP SUM BID
110 F CLASS 350 IDIP
ENICASED IN CON C.
2127.3
Ui
I LAJ
44j
c
- 4LI.-
--j
40'*
CL
40P
II
:7.
r-4 ,Ss
i 1
JJ
X zy
(Ool) I n I .
C)
` REV ., \,,. b� // ,� / �.
Al
REV
01 87.39'
+77
- - - -- .. -AREV
Skt;
Q)
+5 CIO
.00
Iv,
1p
.y •/ /n 7I nIIQ by I
gqa . vv L
I z O
W < t
�O
_a.
N W
N
'1'M di+* HYVd
'8 840 +�9� :VIS
�D
04 /
1
I
•: M
La.
r-
0
CO
M
N
.
ro
O.
Zo z
Z m O
U
MAN
O W
U a W
Z
cn .W
I.9 t 'b!
M-EL
STRAIGHT
E
E a; / J4
rn E Si
Lp
-L' REV. S.T-73+75.5�� / sot o �c4 1p
REAP
0
FIL R F IC-
EXIST- MWER
K
��f-
'E EXIST MH
CLASS
I RIPRAP
QPE PROTECTION
IE Ex
40 CLAY
NE V's EWER SERV
223.W
. -ss /
PMH 45
6
40
pl=
69+35.3
1 TQ�j
-E D=
"43' -0011 LT.
010 5.92'
L=
56 • 31
R=
3.008.9
.L
"82.19-'
EX. 8"
SAN. SEWER -
• • �. .
2140.40
r
J W
Z
1 '
i
3
�(L
2148
EX. 8
OSAN. SEWER
•. .
2140.60
vi
OR STREAM C
V-
CLASS I RIP RAP
SLOPE PR TECTI(
N-6 ►.10, 5
V--
EXIS'
12" DIP (CLAS 350
206 Lo F. o 11-11X
+ '
r�
' ----- - - - - -- -------- - - - - -- E
J --
dd
_ +15 -L- REV PROP. RAW _
i 50.00
� C SWALE -
- - �--- - - - --- - - - - -- - -------- - -r- -. - -- - - -- - ?- -.-
• r
t =, PROP. 2' -6.• C &G 2-'
REMOVE --
` REV 564 03 02. E 7 •
ig c s
37• -s
..PROP. 2" -6" C &C J
- --- --
.._ ....__.. .. _... _. _ .._.. - - . _._. -..._
- - - - -
.....�..���
S PM �.. 50.08 •
14 I m E -SOS � a EX
'--T; T DBE `�S /! ; •, i,,.' • _ • • _ `
8206.28'
or. ..p _ , _ • a, xl, .
(4 �1TOt6)AP `� / CLASS I P�Ah' —' —• •
jj ! ,�► SLOPE PROTECTION "� P:
/ 7�1+ _ i
AYLE C. HUNTLEY PM
HARVEY L. HUNTLEY
D8 1160 PC 415
DB 1223 PG 649
�! / �yaS�' ►. �2
ffD, EW A'Y'S TO EE PR/W
/ REMOVE & OBLITER-
-L -RE V -L-REV
-L1-
Fl= 7 ^ �+ 55.8J I- i 9+ ,
�T = 13 ° 39'39.27" L T. L. 5 °C6'25.
P1= 69 +35.3 D= 04 °00'00.00" D= 01'3G'(DO.�,,
T� _ °43' .00" LT, L= 41.52' L= 340.4 T
E D= 010 5.92" R= 1432.39' R= 3819.72'
L= 562. 3' SA= 6 °00'00.00" T= 17p.35'
R= 3008.9 r I L�= 300.00' e= - - 0.0 4 r
"' non tr%i - .
co
t0 U
t
c0
N
- APPRQX. EXIST. GRADE
I
CLASS I RIP
SLOPE PRO1
i
01 Anl 011 AA0^
8* DIP (SS 1 `0)
FrO=,
595.65
12" DIP (CL
SS 350)
P (CLASS
350
... , ..:.:..
.:.:.
158.21 L.
O 1.07?i
0 L.F. O
1.117r
214
.80 --
2142.90
2143.1
+
(0
7 r-
P11- N
c0
c0
V—
•
V— " W
J
STREAM CROS
ING No. 6 3 W
LUMP SU
BID
40 LF CLAS
�
350 DIP go.
oo CLASS I RI
RAP
ENCASED I
CONC.
_ SLOPE PRO
CTIOI
C4 .
$
a
.2160
co
cn cn
JR
01 Anl 011 AA0^
8* DIP (SS 1 `0)
FrO=,
595.65
C 4
�- • _ -- - - - - - -- r ..._ — E � ODE �-
_ A
•------------- - - - - -- -
i. REPLACE EXIST. MH
-L - v o PMH
W - 226air540 R1� -
AVANUUN EXIST,
r: o /
-
- STREAK( G�2cSShIG I�ja. 9 - ; -F _G�__A s 6 = •�?�'[i�•�i'"�Vr• .1
-.
_
'STONE ,PG
A : Tom" -
{,
PLUG L
Ao
co
SS EXI T. .
(TO BE AM
A� "' • � . .... � - , .tip � - ..
TION _- "� `' TIE EXIST. 6' PVC
TO NEW SEWER SERVICE _E c. HUN T LEY 7 + PMH 46B
& 98.
=Y L. HUNTI-EY
1160 PG 415 I
1223 Pr,
1
` v f
- T. ,
_ -.�.
g]
U, W
O�
O
a.
03
X94 HINd
'09 Z �A313 L6'L1 +6 t :V1S
i
i
I
�
N
N
�
•
r
o
�
r.
a
o
00
00
O0
:
_ N
M
co
LO
d-
N
S'£S LZ
HWd
00'6Z +991 :d,
0
00
IN
iW i
w 0
0
Z V:
0 � 0
o L+ 9 L
'd1S o
7
r.
Z
U
Z
Wj ``+�X
M
•_
a.
RO
IZ
1A
-
w
0 d
I
cl
v
_n
••
N
La.
d d
v VI
`
o
O*+Q9 Ll -VIS
S'£S LZ
HWd
00'6Z +991 :d,
0
00
IN
iW i
w 0
0
Z V:
0 � 0
E '� SUE
-� — - -
--------------------- -
-z
._. ...._._..rte .....---- - - - -.- ---- --<- �-- - -._.. i'n�,;..•�
REPLACE EXIST. MH
t. -l. y G _ rtMn E.:.
PMH 46 _
226'rr540 R, 5,
J i
f": -: 50
2154.78 - - STO
PL L
ti
EXIST.
a 28' J ss ss PTO BE
'ION -'- ,�• TIE EXIST •
.6 PVC
TO NEW SEWER SERVICE
T CONST-
. HU►vTLcY ' V PMH 46B 1
Y L. HUNT;.EY ( '
160 PG 4!F
ie
•
.rte
0167 _
aJ
00
00
acs
a�
Zo
U
oz
• 03
co
Z m
O
U
ap
u�
�
N z
�OC
N
so
Hw 30Vld32I
N
w
U
U
O°
-*A313 i►9066 +9 :V1S
z
(p
LLJ
a N
rn
p
(�
z
00:i
w 0) W
r.
it
LO
N Q
+5 'V1S
N
��
''
:..
U-
TC.-nj
U
a
'.
IR
Z
p
+
O
5
'V1S
Hwd
O
�AM A. 3NIl 00'00
:V1S
= IINIVw 00'62 +9 I
NIS
LO
co
Tcc
a
°
1
CO
Le
z° o Z
4
N
_
N
o N
cr- a
a-
C-)
_a._
12-0
. -,--�A. ! --->
lzo
CL I
co M
a0 1
J
CO
o�
LLJ
M
ui
C)
Z
+ CL,
Lj
uj
:o
CL
LJ LLI
- -<t' —4
A.0 Q
iT tr�
LLJ
►LI
! / - O
U- LO
C)
br 7L 0 cam, LL-
0 U,
Lo co
LLJ u
`' ri -' X , x �� co
0
0
C)
C). cr
(.0'.
as
+ uj it
uj —j to
;o cc
LIJ
I ig
LAJ
La L
Cf
oz tn
Z
rt
CL cr-
co
0-4 pl
L)
LU
CO W CL-
Cr- LLJ
LAA
V) w U- LLJ
•
0
CO
LU a-- CO
0 Ul
00
V) UJ
J LU
il�
0
0
UJ :z 0
7-
n�
LLJ
La
ol
lzo
CL I
co M
a0 1
J
CO
o�
LLJ
M
ui
C)
Z
+ CL,
Lj
uj
:o
CL
LJ LLI
- -<t' —4
A.0 Q
iT tr�
LLJ
►LI
! / - O
U- LO
C)
br 7L 0 cam, LL-
0 U,
Lo co
LLJ u
`' ri -' X , x �� co
0
0
C)
C). cr
(.0'.
as
+ uj it
uj —j to
;o cc
LIJ
I ig
LAJ
La L
Cf
oz tn
Z
rt
CL cr-
co
0-4 pl
L)
LU
CO W CL-
Cr- LLJ
C113 cc,
O
cl,
Q::
LAA
V) w U- LLJ
•
0
CO
LU a-- CO
0 Ul
V) UJ
J LU
LLJ
:z
0
0
UJ :z 0
7-
C\j
LLJ
La
C113 cc,
O
cl,
Q::
1
'
180
I
CL
S I RIP RAP
2168
SL E PROTECTION
APPROX.
EXIST.
EX. 8"
350)
SAN. SEY
'2160
*
,2
pIP JCL, SS
----
...
26 15.02
L,F.
2162
O
O
co
I�
Q
�
N
.2140
STREAM CROS
ING No. 9
LUMP SU
BID
40 LF CLASS
350 DIP
ENCASED IN
CONC.
_ j
.yam • :; • i I �- 1- r L C`'J
W
-.j y _2
Ln
4 5" ON
CD
T-r r. F', Z O / �-
X w' c"i
!/ C
02 -
CL ZE I. J�� •��.Q
LA1 a /qi7 �i I p nl W i _ c%� I
o rr
CL
_
C`J D
& I Lf) z
_.f I a CT-)
30 ' 1 ! 1 U.
�. J �,, 17 • W C\,J
z CL
I L 1' w'- o� r\j1
C= tom_ i
cr-
LC
r� n
VI
t.:.l
\J
W
t0
A
Go
r
W
Wm
I RIP RAP
PROTECTION
12" D1 (CLASS 350)
24.7 L.F. 02-12%
Lol
I iLO
.-
r.
00
00
V-
T-
o
Q
STREAM CROS ING No. 10
LUMP S M BID
60 LF' CLAS 350 DIP
ENCASED I CONC.
169.95
2169.75
1
T
!2.1
181+00 1 184+00 1 181+OC
w
CONST—EASEM
mom
-- _,mom mum
GLASS I RIPRAP •�
�• ; ' SLOPE PROTECTION N R /
i• - LASS I RIPRAP SLOP
SLOPE PROTECTI .........r . _ .
ice:\ j
EASEMEN �WIW Opp
M.0 mm Wm am-
L_
-EASEMENT
EASEMENT
0
O
J. L. SALES
DB 766 PG 119
tt0
0 _u
C\i
+ � 7�' TYPICAL...
E E ... .._.E. _.. _ � E
..
i Ln
• - - -- ..._.N -t —.asp Zt��J � O ! � . _ . ,
w - .
CLASS I
RIP RA
SLOPE P
OTECT
zz
DO
2" DIP (CL.4Ss 3
0)
..
36o.83 L.F� 0
.02%
. 58
N
co
80
N
N
01
�
STREAM CROSSING
LUMP
No. 11
SUM BID
60 LF C
S 350 DIP
ENCASE
IN CONC.
�0
�f
CONST- EASEMENT
-
- .,■. ... w..w .w iw -
Ono
- - - - - 1ShAH 55 -
PERM-EASEMENT: ' ' 1"*50'34'
0-aft. We
C •�
J ■ftft
SEWER `
I RIPRAP SLOPE PROTECTION
PROTECTlQ� '—'
w ■ w ■ s■ . _ . _ .■� . w . w ■ w ■ w ■ w ■ w ■ w ■ w ■ w • w ■ l�.
.,.m OTT.0 N.TRA 7M __'IaAu DRAIN AN, POP..AF .EARLY STAGE 11W ST NST- EASEMENT ss
O
i
4 G �
FILL POND
E E
------------------------------ - - - - -- _ —_
+35 -L- REV
PROP. 2' -6" C &C 50'00
W I
a
�
co
CLASS I
IP RAP
c~n
SLOPE PF
OTECTION
P CCI-p`ss 3
0)
... -
•.
L..F• O
.02%
.83
q-9
2196.0
88
0
O
LO
' Q
Q
STREAM CROSSING
No. 1
LUM 3
SUM BID
35 LF
LASS 350 DIP
ENCASED
IN CONC.
766 ~ PG 119 SLOPE PROTE�JJQjy _.
42
i - GLASS I RIPRAP
J _ aft. CONS t- EgSMENT
,.
ANENT \SS
149J -L - V
GE EASEMENT ss --
_V ss
E In .19`,
_ ----------- - - - -0_ EXIST. SEWER E `- �
- - - - - - tt� �E _!►BAI�OOPEDI
---------------------------
.0 - 2212.51 E��-
=L
P 2205.86 • - -
�i
F— S08' -12' RCP
�
PROP _R_ / ce _
±95.. --- REV - -'` - --
O
7
Go
0
r
N
2220
LASS I RIP RAP
LOPE PROTEC71O
EX. 8"
SAN. SEWER --o I
12»
IP (CLASS 3
3 0)
• = :, :: : •:.:..
31
.85 L.F. O 1
"
2200
N
2203.92
.
O
2203.72 .�.
_O
.�
ao
0)
0)
o�
Q
Q
cn
STR
o. 13
CROSSING
UMP SUM BI
60.
r6LF CLASS 3
0 DIP
2� 80
ASED IN CO
C.
j C
N ti
/ ry16 PT 11+00.00 L.B.=
`Y` .RE,� POC 11+ 00 STRUCTION
s .,BEGIN `CO
C F- PT 11 +38.07
/ °+� / + _ Ylb Rc,V
/ CL "A' STONE �\ PEGGY ANN SALES ` EDWAI
DB 1340 PG 278...
- �\ :r`
nL
Y �E` �t�`r. `�\ PC 12 +25.72
P _ "�. �' �.;. ,260 ,r, • -�- REY
•�•�•1.�• c)
�...., . CL S` A q
O
P Ot, ,lo °p
LWF
ER T
OR J
CL I RIP RAP :ter `� r �•,;
EST 335 TONS -BO ERS AYi5o
TO 100 E,1A6 CL9M 6' BA S'�° HA S..
US
REV..
_ -- PDE `� -
n42 75 Yl6- RE
F
.. _-- - - - - -�
-
PROP. %W ^ j °- 6? 2• Rev oCK
c�� �'
O Q +;5 -L�;W CAT -1
p c I? - REMOVt • +50 - REV
O _
. _.
p O r,1 O ET:; ;�j
C.� _ ...
—5 REMOVE
c �
W
F— U' Cis
Q LiJ (n'
4 _ , MELT CAI
c�• 37'5 s 40' -5'x5' R::BC ,
P R /ui 20 -12 CSF
CLASS I RIP
SLOPE PROT
STREAM ROS5ING No." 1
Et SUM BID
60 LF LASS 350 DIP
ENC ED IN CONC.
ION
0
N
H
CLAss
x
12" P .a9
2208.
EXI
317.85
F. 0 1.50%
V
220869
W
J
+
M
O
O
N
Q
N
Q
L
STREAM ROS5ING No." 1
Et SUM BID
60 LF LASS 350 DIP
ENC ED IN CONC.
ION
0
N
H
CLAss
x
12" P .a9
2208.
EXI