20150958 Ver 1_More Info Received_20150921 (2)

Strickland, Bev
From: Todd Love <toddm|@ rg>
Sent: Monday, September Zl'ZUl5lU:34AK4
To: Strickland, Bev
Subject: RE: Cedar GreenvvayTrail DVVR#l5U508
Attachments: E[4.pdf
Beverly,
This erosion control sheet also should be with the full size plans.
Thanks,
Todd
From: Strickland, Bev [mai|to:[e-mail]
Sent: Monday, September Z1,ZU1S1U:Z6AM
To: Todd Love
Subject: RE: Cedar GreenvxayTrail DVVR#1SUS9O
Uffin
Beveidy Stilddand, LaserfldheAdmmhn�strator
N[DENR Division of Water Resources
Physical: Suite 1229,512N Salisbury, N[
Mailing: Mail Service Center 1617, Raleigh, N[ 27699'1617
Phone#919'7O7f8789
Email Address: Bev.Strick|[e-mail]
From: Todd Love [nlai Ito: toddnd(acitvmfws.onol
Sent: Monday, September 21, 2015 10:23 AM
To: Strickland, Bev
Subject: RE: Cedar GreenwayTrai| - OVVR# 150598
EM
Fromn:3thck|and,Bev[mai|to:[e-mail]
Sent: Monday, September Z1,ZU1S9:1ZAM
To: Todd Love
Subject: Cedar GreenvxayTrail DVVR#1SUS9O
Mr. Love,
1

Could you please send me a pdf copy of the full size site plans for the above listed project?
Below is a link to the 401 project file for Cedar Greenway Trail.
http:// its .enr.state.nc.us /Weblink8 /0 /fo1/309785 /Rowl.asox
Thanks
Bev
ic3wv4 I sHa"
B v iHy Stu ^iiclldand, tri o ^did Adnihnu strator
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland @ncdenr.gov

PROP. 40'
GREENWAY EASEMENT
�F PROP. 42" RCP E E E E E E
E E E f E k WITH HEADWALL AND FES E E E E k
E E F E k F IMPERVIOUS
E DIKE
DEWATERING DEVICE
SPECIAL STILLING /� BASIN
_
IMPERVIOUS
DIKE
CLASS I RIP RAP
ENERGY DISSIPATION
\YI
A S t E e E E E E F EEE SEE `EF Y Y V v� `J
'\ 10 0 D k k E E / E E Ek Ek EE
JE E E E E k E k F k Ek EE EEFE EF EEE
f E E E E FEk E W
F`N
CONSTRUCTION SEQUENCE
1. PREPARE BY -PASS PUMP OUTLET STABILIZATION.
2. INSTALL UPSTREAM PUMP AND NECESSARY PIPING.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN BY -PASS PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING SYSTEM AND
DEWATER WORK AREA.
5. INSTALL PIPE, FLARED END SECTION AND HEADWALL ACCORDING TO
PLAN.
6. REMOVE ANY ACCUMULATED SILT AND WATER FROM WORK AREA
BEFORE REMOVAL OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES,
PUMPS AND PIPING. (DOWNSTREAM IMPERVIOUS DIKE REMOVED
FIRST.)
7. REMOVE BY -PASS PUMP OUTLET STABILIZATION AND RE- ESTABLISH
AREA.
NOTES:
1) ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
AREAS OF THE WORK ZONE.
2) IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM
STREAM FLOW WHEN NECESSARY.
3) MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL
TO THE WORK. THIS INCLUDES POLYETHYLENE SHEETING, DIVERSION
PIPES, PUMPS AND HOSES.
4) PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER
THE WORK AREA.
STREAM CROSSING CONSTRUCTION PLANS
TEMPORARY
CONSTRUCTION
EASEMENT
E�
- r--\ \NIQ�
CITY OF WINSTON-SALEM, N. C.
PROJECT NUMBER SHEET NUMBER
200840 EC -4
SCALE PROJECT DESIGN ENGINEER
HORIZ. 1 " =20'
REVISIONS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
�� I• F E � f E E E
CL
PROPOSED CONCRETE
E k `EFE PREFABRICATED BRIDGE
BEGIN BRIDGE /� E E E /CJ� PROP. 40'
STA: 36 +86.34 E Ek E E
/ E F E f
GREENWAY EASEMENT /-
//'/'_ ����.����``` / E k F EE EE FF Fk p E ✓ ' "//
DEWATERING DEVICE
SPECIAL STILLING BASIN
36 +Op '� -� _ \\ // / �� / \ \ \\ E E E E E E ND
O \\ E STA. 37+1
37+ 11 •
k E F E F
Er
/1'
--- - - - - -- / ' \
E E E k E E E k E E E E
fE E E E E
E \ �
PERVIOUS
f /✓ \\ E f \� E f DIKES F EE FF Ekk FEk k ' "/ O� I E F E k E k F k
_ E k E k E ✓O F E k E E
TEMPORARY E E E F E F F F E k E `} E F E E F F E
CONSTRUCTION
EASEMENT
E k ti E Ek E Fk E kE E E E
E�� k k EEk E E F E k E E
Lr E
<`
E
E E k E F E E k E k t k E f E k E E k E
E w E k E F F E
E E E E f E E E E E E E F F E E E F
F
E
E k
EF\ 'NFEk INSTALL STRE E EFCRES(zING AS `NEEDED / �(
FW
AN K_
F,4
k
k F E E E E E E E
E
. /
.7 /
4...USE 1 -36" PIPE." ETAIL SHEET EC-2. �0
E E E F E E E E E F E E E
E E
1-
, E E E F E E E E E E E F E E
E f /
E E E E E E E E E
E E E E E E F E
_ CREEK BANK W--- r-A IR E 1�
- F W
CONSTRUCTION SEQUENCE
INSTALLATION OF TEMPORARY STREAM CROSSING:
1) WORK SHALL BE COMPLETED IN THE DRY. DAMMING OF STREAM IS LIMITED
TO NO MORE THAN ONE DAY.
2) PLACE IMPERVIOUS DIKES AND BEGIN PUMPING TO DEWATER WORK AREA.
3) INSTALL BEDDING, TEMPORARY STREAM CROSSING PIPES AND BACKFILL
ACCORDING TO PLAN.
4) REMOVE ANY ACCUMULATED SILT AND WATER FROM WORK AREA BEFORE
REMOVAL OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS
AND PIPING. (DOWNSTREAM IMPERVIOUS DIKE REMOVED FIRST.)
REMOVAL OF TEMPORARY STREAM CROSSING:
1) WORK SHALL BE COMPLETED IN THE DRY. DAMMING OF STREAM IS LIMITED
TO NO MORE THAN ONE DAY.
2) PLACE IMPERVIOUS DIKES AND BEGIN PUMPING TO DEWATER WORK AREA.
3) REMOVE BACKFILL, TEMPORARY STREAM CROSSING PIPES AND BEDDING.
BACKFILL STREAM BED WITH NATURAL MATERIAL TO MATCH NATURAL
STREAM BED PROFILE.
4) INSTALL EROSION CONTROL MATTING ON DISTURBED STREAM BANKS PER
DETAIL BELOW.
5) REMOVE ANY ACCUMULATED SILT AND WATER FROM WORK AREA BEFORE
REMOVAL OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS
AND PIPING. (DOWNSTREAM IMPERVIOUS DIKE REMOVED FIRST.)
ARFF R
i 2'7 F
Mq,�, RFO
2' HEIGHT
MIN. 1' TUCK -
p NORMAL FLOW
CREEK BOTTOM
,V
1 PRA F�P.�
MATTING FOR
EROSION
CONTROL