20051216 Ver 4_Request to ReIssue 401_20190604

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#*
20051216
Version* 4
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Andrew Moore:eads\awmoore3
Select Reviewing Office:* Asheville Regional Office - [phone]
Submittal Type:*
401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
*
owed? r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Jacob Gray
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20051216 3
20170001 (no dashes)
Project Name: East Yancey Water and Sewer District - Sewer System Improvements
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Yancey
Please upload all files that need to be submited.

Click the upload button or drag and drop files here to attach docurnant
401 - Remaining Impacts.pdf
256.18KB
DWR Response 6-3.pdf
60.9KB
USACE-USFWS Response 5-3.pdf
1.44MB
East Yancy Design Drawings- Remaining Work.pdf
8.46MB
20051216 Ver 3 - EYWSD Impacts Location Map on
3.67MB
Quad - 6252014.pdf
Only pdf or lore files are accepted.
Describe the attachments:
Andrew,
Per our discussion, please find attached documents concerning the East Yancey Water and Sewer District
Sewer System Improvements project. We are seeking a re -issued 401 water quality certification for the
previously designed and approved project. If you have any questions about the attached documents, do not
hesitate to give me a call. We understand that the Corps has reissued their permit, but we have not seen a
copy as of yet. Based on our coordination with them, I don't anticipate this, but if any conditions within the
permit changes the project scope/design, we will let you know immediately. FYI - most of the comments in the
USACE correspondence cover previously completed portions of the project; only comment #1 will apply to the
remaining balance of the work.
Thanks,
Jacob Gray, PE
WithersRavenel
V By checking the box and signing box below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
"XVf "l
Submittal Date: 06/04/2019
Is filled in automatically.

-4■ WithersRavenel
■ ■ Our People. Your Success.
June 3, 2019
Mr. Andrew Moore
Asheville Regional Office
NCDEQ-Water Quality Regional Operations Section
2090 US Highway 70
Swannanoa, North Carolina 28778
RE: East Yancey Water and Sewer District - Sewer System Improvements
Dear Mr. Moore,
As previously discussed, WithersRavenel is working with the East Yancey Water and Sewer District to
complete the unfinished Sewer System Improvements project. This project was previously permitted
through DWR (first applied for in 2005 under project number 1216) and construction of a majority of the
improvements associated with this project have been completed. However, a funding shortfall has resulted
in portions of the sewer collection system remaining incomplete. Approximately 4,800 LF of 12 -inch gravity
sewer remains to be installed. We have recently secured additional funding which will allow for the
completion of this project. However, given the duration of this process, we understand that the permit
issued by DWR for this work has expired. Our goal is to utilize the existing drawings (developed by others)
to complete the balance of the work without change. Therefore, there are no changes in construction
techniques or proposed impacts.
The USACE Nationwide 12 permit has also expired since the completion of the last phase. Through
coordination with the Corps and the US Fish and Wildlife Service, we have identified the scope of the
remaining work, responded to their comments, and they have indicated that they will reissue the permit. I
hope that a similar process can be used to reissue the approval of the 401 Water Quality Certification. To
that end, I've attached the following documents for your review:
• Project Plans
• Impacts to the South Toe River and Its Tributaries
• Creek Crossings Location Map
■ Correspondence with USACE and USFWS
We look forward to continuing our work with the Water Quality Section to finish this important project.
Please contact me with any questions, comments, or concerns.
Sincerely
WithersRavenel
....... ;45
Randy Hintz
Senior Project Manager, Utilities
84 Coxe Avenue, Suite 260 1 Asheville, NC 28801
t: 828.255.0313 1 f: 828.348.5354 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

A0 WithersRavenel
10 Our People. Your Success.
May 3, 2019
Ms. Amanda Fuemmeler
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
RE: East Yancey Water and Sewer District - Sewer System Improvements
Dear Ms. Fuemmeler,
As part of our effort to renew/reissue the previously issued Nationwide Permit No. 12 for the East Yancey
Water and Sewer District Sewer System Improvements project, US Fish and Wildlife Service was contacted
for comment. On April 12, 2019, USFWS responded, requesting additional information and documentation
regarding compliance to the original Biological Opinion.
WithersRavenel's primary role in the project going forward is to provide construction observation services
for the remaining sewer segments installation to finish the project and will require the contractor to adhere
to the measures in the Biological Opinion when the Corps reissues the permit.
Below is a comment -for -comment response.
1) Seeding and mulching shall be performed on the areas disturbed by construction within 24 hours following
final grade establishment. A native seed mix will be used for revegetation of cleared areas. Nearly all
disturbed areas we have observed have been planted with non-native fescue mixes. Please provide
information to correct our observations or ensure that only native seed mixes are used in stabilizing
activities.
Response: The original project specifications, dated August 2015 (prepared by others), called for Johnson
Grass, Nutgrass, Sandbur, Wild Onion, Wild Garlic, and Burmuda Grass. However, it appears that during
construction, fescue mixes were used. We will issue an amended "Turf and Grasses" specification that allows
for a Right -of -Way Native Woods Mix with Annual Ryegrass. Our role as construction observers will be to
ensure that the items specified are used for all improvements going forward.
2) Boulders will be placed at the outfall area of the culvert located at the intersection of Wyatt Town Road
and the WWTP access road. The culvert discharges flow directly onto the streambank of the South Toe
River. The boulders will be used to create a splash pad and plunge pool to minimize the potential for
erosion of the streambank. The boulder splash pad has not been created at the discharge site. If this
measure has not been implemented, we request information explaining that decision.
Response: No records were available to explain deviations from the design. The following pictures show
the current state of the culvert and discharge area:
84 Coxe Avenue, Suite 260 1 Asheville, NC 28801
t: 828.255.0313 f: 828.348.5354 1 www.withersravenel.com License No. C-0832
Asheville Cary I Greensboro I Pittsboro I Raleigh Wilmington

;fir. y,�-,� ,.�. yi-3�•�- -,iq+ -
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::WithersRavenel
Our People. Your Success.
Cascade of water through rocks from culvert to stream
A rock face was constructed at the culvert discharge leading down the streambank to the South Toe River
which appears to continue to dissipate the energy of the flowing water and prevent the erosion of the
streambank.
3) Any existing private septic systems that are identified as failing within reasonable proximity to the
proposed project will be required to connect to the public sewer as a matter of public health and safety.
No new permits will be issued for on-site systems for any development within reasonable proximity to the
proposed system. We are aware of permits being issued in the recent past for private septic systems that
are in close proximity to the EYWSD system. We request information regarding the issuance of any
permits for private septic systems when public sewer is available. During consultation, we were informed
that there was a high number of failing septic systems within the EYWSD and that those septic systems
were contributing to the E.coli levels in Little Crabtree Creek. For this reason, we were told, the primary
Need of the system was to get failing septic systems onto public sewer to eliminate discharges to streams.
Have those failing septic systems continued to discharge since the project has been constructed? Have
any of those failing systems been required to connect to the public sewer service as agreed upon and
included in the BO? Given the seriousness of that situation, and need for this public service, we hope that
EYWSD has taken the proper steps to eliminate those failing septic systems from the watershed. Any
information as to issuance of septic permits and elimination of failing septic systems within the service
area is requested.
Response: The primary objective for the project was and is to provide sewer service to areas with failing
septic systems. The project has started and stopped several times since the beginning of construction as a
result of budgetary shortfalls, resulting in a disjointed sewer system with independent, unconnected
segments. Because the system is not connected, it is not functional and the septic systems continue to
operate. Yancey County has recently secured additional funding to allow for the completion of the project
as originally designed and permitted. The completion of this work will complete the sewer system and allow
Page 3 of 6

::WithersRavenel
Our People. Your Success.
it to function as originally intended, which is to allow for the elimination of the failing septic systems by
providing an alternate source of wastewater disposal.
4) Monitor and photo -document the stream channel, 50 feet upstream to 150 feet downstream of the
outfall location for any stream -channel destabilization, such as bed scour, head -cut, pipe exposure, etc.
Additional monitoring will consist of conducting a longitudinal profile of the reach specified above and a
minimum of three monumented cross sections. Cross sections should be set at the outfall location, and
at areas >50 feet above and below the outfall location. This monitoring program should be conducted
prior to construction of the outfall (for baseline data) and 1, 3, and 7 years after construction. Data
gathered from each monitoring event will be compiled and provided to the Corps and the Service. If
stream channel destabilization occurs, the applicant will contact the Corps and the Service immediately.
Because the destabilization of the stream channel could adversely modify occupied critical habitat for the
Appalachian elktoe, the reinitiation of section 7 consultation will be required. We are not aware of any
information that has been provided regarding this measure. Please provide information demonstrating
that this measure is being implemented.
Response: The County informed WithersRavenel that there has not been any documented monitoring of
the stream channel nor have any cross sections been measured. Upon realization of this situation the County
has asked WithersRavenel to assess the current stability of the stream to observe if there are any signs of
stream bank or bed instability that may have been caused by the construction or existence of the outfall.
WithersRavenel conducted a site visit on April 29, 2019 to examine the outfall and the surrounding stream
channel. The following pictures show the current state of the stream channel.
Photo looking upstream along path of WWTP discharge piping
Page 4 of 6

::WithersRavenel
Our People. Your Success.
Photo looki
downstream from WWTP discharge
QTS�Is" Tom- —Q2kgVV
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Photo looking immediately upstream from the WWTP discharge
Page 5 of 6

-%0 WithersRaven
NoOur People. Your Success.
The discharge point and diffuser are covered within the stream, and the precise location of the outfall pipe
could not be located. However, a visual assessment of the bed and banks several hundred feet both up and
downstream of the of the general outfall location did not indicate any of the typical signs of erosion resulting
in downstream sedimentation. The outfall location is on a point bar on the inside of a meander bend. The
point bar appears to be depositional and the associated pool at the outside of the bend appear to be typical
for the stream and valley type. In other words, there are no indications observed to suggest the stream
profile is changing significantly. Additionally, there were no visible signs of bank erosion including actively
eroding banks or leaning trees, except for one in an aggrading area of the point bar. Finally, no indications
were observed to suggest that the stream is significantly incised or was in the process of incising. However,
fine sedimentation was observed within the stream bed and on the point bar. No significant onsite sources
of fine sediments were observed in the immediate vicinity such as eroding stream bank or land features, and
the conditions seemed to be the same up and downstream of the construction suggesting other sources
within the watershed.
We look forward to continuing our work with USACE and USFWS to finish this important project. Please
contact me with any questions, comments, or concerns.
Sincerely,
WithersRclven t
Randy Hint , .E.
Senior Project Manager, U 'li
Page 6 of 6

5g
BOXED IMPACTS ARE REMAINING, ALL
OTHERS HAVE BEEN COMPLETED
Table 5.1- Impacts to the South Toe River and Its Tributaries
Page 38 Biological Assessment
East Yancey Water and Sewer District
January 17, 2014
i
Distance
Average
Length of
Length of
Stream
Station Number
Plan Sheet
Latitude
Longitude Type of Impact *
from
Stream
Temporary
Permanent
Name **
Line Segment
Critical
Width
Impact
Impact
Habitat
(feet)
(feet)
(feet)
Culvert
UT to South 1
C17
Sta. 16+58
N 35.916360
W 82.211313 replacement &
70 feet
3
30
10
Toe River
(WWTP)
Force Main
extension
UT to South
C18
Sta. 23+56915891
N 35.
W 82.211990
Culvert
85 feet
3
20
0
Toe River
(WWTP)
Force Main
re lacement
Culvert
UT to South
C18
Sta. 31+22
N 35.915127
W 82.213347
replacement &
20 feet
2
27
7
Toe River
(WWTP)
Force Main
extension
UT to South
C19
Sta. 36+00
N 35.913907
W 82.212901
Sub aqueous
feet
2
]0
0
Toe River
(WWTP)
Force Main
pipeline crossing50
UT Little
C20
Sta. 54+50
N 35.910450
W 82.212693
Sub aqueous
0.35
2
10
6
Crabtree
(WWTP)
Force Main
pipeline crossing
miles
Sub aqueous
0.79 3 10 0
UT Little
C2
Sta 79+52
N 35.908030
W 82.219105
Crabtree
(Collection)
Line 1
i eline crossing
Sub aqueous
pipeline crossingmiles
Underground
miles
0.97 20 10 0
__ _
1.01
Little Crabtree
C3
Collection
Sta. 87+40
Line 1
N 35.908273
W 82.221303
C3
Sta. 87+55 to
N/A
Sta. 91+50
N 35.908831
W 82.221869
wetland pipeline
N/A 960 Sq Ft 0
(Collection)
Line 1
Sta. 94+40
N 35.909084
crossing
miles
UT Little
C4
W 82.223298
Culvert
1.11
2
18
0
Crabtree
(Collection)
Line 1
re lacement
miles .
UT Little
C4
Sta. 98+25
1'19
2
18
0
N 35.909767
W 82.224285
Culvert Removal
Crabtree
(Collection)
Line 1
miles
UT Little
C4
Sta. 106+25
N35.910130
W 82.226880
Ditch Stabilization
1.40
2
120
36
Crabtree
Collection
Line 1
miles
UT Little
C6
Sta. 122+25
N 35.910316
W 82.231636
Sub aqueous
1.67
2
10
0
Crabtree
Collection
Line 1
pipeline crossing
miles
UT Little
C6
Sta 127+46
N 35.910959
W 82.233282
Sub aqueous
1.77
2
10
0
n c
it
Little Crabtree
C9
Sta 174+77
N 35.915690
W 82.246872
Sub aqueous
ipeline
2.67
miles
22 ] 0 , 0
(Collection)_Line
]
crossin
Page 38 Biological Assessment
East Yancey Water and Sewer District
January 17, 2014

5,
.5 10
5 It
'511.
513
514
615
Slb
Page 39 Biological Assessment
East Yancey Water and Sewer District
January 17, 2014
Distance
Average
Length of
Length of
Stream Plan Sheet
Station Number
Latitude
Longitude
g
T of Impact*
Type p
from
Stream
Temporary
Permanent
Name"
Line Segment
Critical
Width
Impact
Impact
I+
Habitat
(feet)
(feet)
(feet)
Shoal Creek C10
Sta 179+47
N 35.915729 W 82248543
Sub aqueous
2.77
12
10
0 !
(Collection)
Line 1
pipeline crossing
miles
C10
Sta. 183+72
Sub aqueous
2.84
20
10
0
Little Crabtree
Collection
Line 1
N 35.915529 W 82.249806
pipeline crossing
miles
Little Crabtree
C10
Sta. 190+05
N 35.916180
W 82.250911
Sub aqueous
2.92
24
10
0
Collection
Line 1
i eline crossin
miles
UT Little
Cl 1
Sta. 204+47
N 35.918231
W 82.255097
Sub aqueous
3.22
2
10
0
Crabtree
(Collection)
Line 1
i eline crossin
miles
UT Little
C12
Sta. 212+40
N 35918484
W 82.257718
Sub aqueous
3.38
2
10
0
Crabtree
(Collection)
Line 1
.
pipeline crossing
miles
UT Little
C14
Sta. 237+83
N 35915144
W 82.262973
Sub aqueous
3.85
2
l0
0
Crabtree
(Collection
Line 1
.
^pipeline crossing_miles
Sub aqueous
UT Little
C15
Sta. 258+32
N 35.915105
W 82.269209
4.25
2
10
0
Crabtree
(Collection)
Line 1
i eline crossing
miles
4.43
UT Little
C16
Sta. 267+45
N 35915976
W 82.272000
Sub aqueous
8
10
0
Crabtree
(Collection)
Line 1
.
pipeline crossing
miles
Little Crabtree
C18
(Collection)
Sta. 10+48
Line 2
N 35.907864
W 82.216586
Sub aqueous
i line crossing
0.64
miles
21
10
0
Ayles
C19
Sta. 26+00
N 35.904283
W 82.214910
Sub aqueous
0.87
17
10
0
(Collection)
Line.2
-_pipeline
W 82.213537
crossin
_miles
1.00
miles
UT Ayles
C19
(Collection)
Sta. 33+75
Line 2
N 35.902877
Culvert
replacement _
2
20
0
Ayles
C19
Sta. 35+85
N 35.902265
W 82.213570 Aerial pipeline
1.05 ! 30
8
8
(Collection)
Line 2
crossing
miles
1.07 20
Ayles
C19
Sta. 37+15
.
N 35901982
W 82213567 Aerial pipeline
.
8
8
Collection
Line 2
crossingmiles
Ayles
C20
Sta. 41+00
. N 35.900846
W 82.213831
Aerial pipeline
1.17
13
8
8
(Collection)
Line 2
crossing
miles
_
Sta. 55+90 to
Underground 1.55
N/A
Sta. 60+74 N 35.897289
W 82.215618
wetland pipeline
n/a
4840 Sq Ft 0
(Collection)
Line 2
miles
crossing
i
UT Ayles
� C21
Sta. 61+20
N 35.896797
2
W 82.2 ] 5828
Sub aqueous 1.59
5
crossingmiles
10 i 0
i (Collection)
Line
pipeline
Page 39 Biological Assessment
East Yancey Water and Sewer District
January 17, 2014

Page 40 Biological Assessment
East Yancey Water and Sewer District
January 17, 2014
Distance
Average j
Length of
Length of
Stream
Plan Sheet
Station Number
Latitude
Longitude
Lona
Type of Impact*
from
Stream
Temporary
Permanent
Name**
Line Segment
Critical
Width
Impact
Impact
Habitat
(feet)
(feet)
(feet)
Ayles
C24
Sta. 95+60
N 35.888499
W 82.216667
Sub aqueous
2.18
21
10
0
(Collection)
Line 2
ipeline crossing
` miles
UT Ayles
C24
(Collection)
Sta. 101+50
Line 2
N 35.886425
W 82.216820
Sub aqueous
i eline crossingmiles
2.35
6
10
—
0
0
Ayles
C25
Sta; 111+00
Sub aqueous
N 35.884118 W 82.217926
2.55
18
10
(Collection)
Line 2
pipeline crossing
miles
_
u
South Toe
C2 & C11
75
20
6
WWTP Outfall
N 35.917508
W 82.207933
Effluent diffuser
0 feet
River
(WV
Line
installation
Page 40 Biological Assessment
East Yancey Water and Sewer District
January 17, 2014

0%0%'m mEmm" ULE OF DRAWINGS
H U
G1 ... COVER SHEET C12.. PROPOSED GRAVITY SANITARY SEWER LINE 1
PLAN AND PROFILE STA. 206+00 - STA. 220+00
G2 ... PROJECT LOCATION MAP, LEGEND AND NOTES
C13.. PROPOSED GRAVITY SANITARY SEWER LINE 1
G3 ... SHEET INDEX MAP PLAN AND PROFILE STA. 220+00 - STA. 233+00
C1A .. PROPOSED OUTFALL LINE PLAN AND PROFILE C14.. PROPOSED GRAVITY SANITARY SEWER LINE 1
PLAN AND PROFILE STA. 233+00 - STA. 246+00
Cl ... PROPOSED GRAVITY SANITARY SEWER LINE 1
PLAN AND PROFILE STA. 59+13.12 - STA. 66+00 C15.. PROPOSED GRAVITY SANITARY SEWER LINE 1
PLAN AND PROFILE STA. 246+00 - STA. 260+00
- C2 ... PROPOSED GRAVITY SANITARY SEWER LINE 1
PLAN AND PROFILE STA. 66+00 - STA. 80+00 C16.. PROPOSED GRAVITY SANITARY SEWER LINE 1
PLAN AND PROFILE STA. 260+00 - STA. 274+00
C3A. PROPOSED GRAVITY SANITARY SEWER LINE 1
vPLAN AND PROFILE STA. 80+00 - STA. 89+05 C17.. PROPOSED GRAVITY SANITARY SEWER LINE 1
�v PLAN AND PROFILE STA. 274+00 - STA. 286+35
c� C313.. PROPOSED GRAVITY SANITARY SEWER LINE 1
PLAN AND PROFILE STA. 87+00 - STA. 87+57 C18.. PROPOSED GRAVITY SANITARY SEWER LINE 2
PLAN AND PROFILE STA. 10+00 - STA. 24+00
o C4 ... PROPOSED GRAVITY SANITARY SEWER LINE 1
N
i PLAN AND PROFILE STA. 94+00 - STA. 106+50 C19.. PROPOSED GRAVITY SANITARY SEWER LINE 2
PLAN AND PROFILE STA. 24+00 -STA. 38+00
C5 ... PROPOSED GRAVITY SANITARY SEWER LINE 1
O PLAN AND PROFILE STA. 106+50 - STA. 122+00 C20.. PROPOSED GRAVITY SANITARY SEWER LINE 2
`j PLAN AND PROFILE STA. 38+00 - STA. 52+00
C6 . PROPOSED GRAVITY SANITARY SEWER LINE 1
PLAN AND PROFILE STA. 122+00 - STA. 136+00 C21 .. PROPOSED GRAVITY SANITARY SEWER LINE 2
0
PLAN AND PROFILE STA. 52+00 - STA. 66+00
o C7 ... PROPOSED GRAVITY SANITARY SEWER LINE 1
o PLAN AND PROFILE STA. 136+00 - STA. 150+00 D1 ... MISCELLANEOUS DETAILS
C8... PROPOSED GRAVITY SANITARY SEWER LINE 1 D2 ... MISCELLANEOUS DETAILS
PLAN AND PROFILE STA. 150+00 -STA. 164+00
00 oa` D3 ... MISCELLANEOUS DETAILS
C9 ... PROPOSED GRAVITY SANITARY SEWER LINE 1
PLAN AND PROFILE STA. 164+00 -STA. 178+00 D4 ... MISCELLANEOUS DETAILS
C10 .. PROPOSED GRAVITY SANITARY SEWER LINE 1 D5 ... MISCELLANEOUS DETAILS
PLAN AND PROFILE STA. 178+00 -STA. 192+00
� a
D6 ... MISCELLANEOUS DETAILS
ani {�c
I � � �; k � C11. PROPOSED GRAVITY SANITARY SEWER LINE 1
b�YP1� PLAN AND PROFILE STA. 192+00 - STA. 206+00
c A S S D� A E2
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083004935575000 SE BOULDER INFRONT YARD
JOE PATE
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1 PERMANENTEASE T-7 55SHALL NOT BE DISTURBED
CONTRACTOR NOTE: FIELDVERIFY ==-_
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TROUT BUFFER( ) _ - MARKER — — — — — — _ _ = _ _ �—_— — _ — _ - — —_ y;_ _ _ _ _— — — — - LITTLE CRA TREE — — — — — i //��i'%; % ` `'S13
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TBM: DOT BL -96 U.S. 1 _ a` _ _2-= _ — _ = �= — — — — = _ = = _ _ = = _ _ =— \\ �i // si _ _ — \\
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PROPOSED 6® Ferrous Metal Spike II FRE C D E EC IC POA Y \ z-1 ;903.689 — — — — — _` ` �\ _ CONTRACTOR 1036710°2649
IP PCH CK CONNECTED TO YA80 69668 H L O UTILI POLE IL SE - - _ _ _--__COO IaX=1039647.27, _ P SE _ — �\— ` E V L F G 6 6/14- VW REVISE SEINER LINE AT TIRE STORE AND ADD NOTE ABOUT WATER SERVICE
ILT FEC 0 RVALS ( )° z=2520.99 NGVD 29 I I E I INSTALLS U GUY I - _ _ _ - _- - - _ -
T P A Y SILT - - _- \\ L T I PROPER 5 4/13 VW REVISIONS FOR AS-BUILTS ND REBIDDING
SEE TILS® OL O O EAN NECSSA Y ® \CON ACTOR NO a MEASURES TO PREVENT SOIL CONTATO INSTALL SE RLI HE E GUY F C P TAIL TBM: DOT BL -95 \\ WNE -IN TALL 6 9/10 VWV ADD REVISED TROUT BU FER NOTE
O EXISTING GRA L O PA OPER SHALL UTILE IS LOCA AT O D ITIO L W Ferrous Met®, Spike EL=2522.45 AT SAME LOCATION. 5 6/15/10 VW ADDITIONAL REVISIONS ON TE PROPERTY
ALL DISTURBED GRAVEL DRIVEWAY AREAS SHALL RECEIVE " F NAD83/86
COST TO ®TIS IS FULL Y=8033978.970.
430 4 5/24/10 VIN ADDITIONAL REVISIONS ON TE PROPERTY
X=1036990.235 PROPOSED MANHOLE
CA6C PER DETAILS. MAINTAIN OWNERS ACCESS TO PROPER RESPONSIEILI O CONTRACTOR. z=2520.01 NGVD 29 STANDARD LID 3 2/05/10 VW REVISIONS ON PATE OPERTY
COORDINATE T PROPERTY OWNER BEFORE TEMPORARY— WITH
CLOSURE O DRIVEWAY. ST 172+88.78 3927.3241 2 2/02/06 VW ADDED 100 YEAR FLOOD LEVATIONS
NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. 1 7/1/05 VW REVISIONS TO AVOID FUTURE NC OT IMPROVEMENTS
EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. °5292 r1ATC ION
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ani/ri // ® °� PROPOSED
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2 UT /- ,,,, /, J� l3CAN0 - �� ITING. �� TEMPORARY SILT
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ITEM: 3 x25 x.5 = 211 T
1038260.51 0 '� = _ %'!� '/�'/%' ® °„Z ° MB IPS GPS STS - - _ �� 00L �o�®\ \ s�` , \ ,®3a9°� 2 3 ' l / P OPOSED MANHULE
/// �i �/ j / j / / / N: 8040 / 12" VALVES\\
_ _ % - % \\ ,' ----- Sd- E.A9 < \ \\ STA 189+59.82 LINE 1 BACK®
PROPOSE 20 \\ \
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_ - / / SIGH, - _ _ _ - .� _navE �:, - , = = - \\ \ 5 04172.9150 083004744118000
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PROPOSED L IT STA LI - =�� \ �\\�\�\ V 362
PER TAIL - -- - _'_ 'L �/ ,` , ' - - _ \\\ , 1037533.8836 230
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lev�EL=2520.64
25
TROUT
CONTRACTOR To COORDINATE ITH FRENCH
RKER' / A ELECTRIC C P A Y HOLD UTILITY
UFFER
r 1 '
`GPOLE SEWER LI INSTALLATION O NV
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THISTHE FULL
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/ E: 1038350.70 / I / / / i
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PROPOSED MANHOLE N 804292.7325 ` \
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--•-----•-- ----.®-•- i j�j�,�/ // /// i // ' i d� /�/ // I ® IR RELIEF V �rr 1 ��
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ITEM: 3 x25 x.5 = 211 T
1038260.51 0 '� = _ %'!� '/�'/%' ® °„Z ° MB IPS GPS STS - - _ �� 00L �o�®\ \ s�` , \ ,®3a9°� 2 3 ' l / P OPOSED MANHULE
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PROPOSED L IT STA LI - =�� \ �\\�\�\ V 362
PER TAIL - -- - _'_ 'L �/ ,` , ' - - _ \\\ , 1037533.8836 230
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lev�EL=2520.64
25
TROUT
CONTRACTOR To COORDINATE ITH FRENCH
RKER' / A ELECTRIC C P A Y HOLD UTILITY
UFFER
r 1 '
`GPOLE SEWER LI INSTALLATION O NV
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THISTHE FULL
\�\ AIOL CST TO . O�, A-
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PROPOSED MANHOLE N 804292.7325 ` \
STA 178+95 LINE 1 E 10 27.9541 A�Z
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083003144284000 v I �I \ \ \\ / ®,
120 PVC IN I.E.:2583.97' BLACK, TYRONE D. & BARBARA E. I:I I\ \ / \ \ \ \ \ / " \ \
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120 PVC OUT LE.:2583.82' 456
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NOTE: CREEK CROSSING
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PSMALL CREEK i CATALANO FAMILY LIMITED
IMITED PARTNERSHI083003141568000
CROSSING TAIL
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/ EXISTING MANHOLE �
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08 003149015000 _
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RAY, MARK /A. &ROGER F. PENLAND
484
682 EXISTING MANHOLE
—•--•--•--•--
6 4/13 VW REVISIONS FOR AS-BUILTS AND REBIDDING
5 10/12 VW REVISION FOR NEW WALL CONFLICT
4 9/10 VW ADD REVISED TROUT BUFFER NOTE
3 4/09 VW REVISIONS ON MELTON PROPERTY
2 2/02/06 VW ADDED 100 YEAR FLOOD ELEVATIONS
NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. 1 6/27/05 VW GRADE REVISIONS
EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. NO. DATE I BY I REVISION DESCRIPTION
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