20161246 Ver 1_More Info Received_20170206

Homewood, Sue
From:Tori Small <[e-mail]>
Sent:Monday, February 06, 2017 8:49 AM
To:Homewood, Sue; Bailey, David E CIV USARMY CESAW (US)
Subject:Re: Pleasant Ridge Rd sewer extension, Greensboro, Guilford Co.; SAW-2016-00855
Attachments:Pleasant Ridge Rd Impact Maps.pdf; Pleasant Ridge Rd Sewer Plans.pdf; pleasant ridge rd
sewer rev pcn.pdf
Sue and David- I attached revised plans, impact maps and PCN. Please see responses to your comments
below. Thanks, Tori

Victoria Waldron Small, PE

Westcott, Small & Associates, PLLC

125 S. Elm Street, Suite 606

Greensboro, NC 27401

Phone: 336.310.WSAA

Direct: 336.310.1481

On Mon, Jan 9, 2017 at 11:48 AM, Homewood, Sue <[e-mail]> wrote:
Tori,

In addition to the requested information/changes noted by David, would you please address the following for me:

1.Impact area 1 is divided into 2 buffer impacts, 1A and 1B. Your notes indicate that 1A falls under the

category of impacts between 40-150 feet in width with maintenance corridor >10', but impact area 1B you note
as having a maintenance corridor <10'. Why the difference? The City of Greensboro typically removes all
trees within their easement. Due to the depth of sewer that is 40' on this project. However they agreed to only
remove trees in a 10' width over the bore and jack.
2.It doesn’t look like the impact to the buffer along UT2 meets the perpendicular crossing

definition? Where buffers from UT2 and the Deep River overlap you can consider the impact to be part of the
perpendicular crossing of the Deep River. All impact maps and the PCN have been revised to account for this
change.
3.We spoke last week about a revision to the buffer impacts at Impact area 2. The Randleman Rules do not

require mitigation for impacts to Zone 2 when the impacts are from “other than perpendicular
crossings”. Please revise page 9 of the PCN form accordingly. All impact maps and the PCN have been
revised to account for this change.
4.Once all these changes are made, if there are still areas of buffer impacts that require mitigation then

please provide a mitigation acceptance letter from an approved mitigation bank or the Division of Mitigation
Services. I know you will need to put the project on hold pending receipt of payment to the EEP, but please let
me know if you approve of the changes, so I can have the City pay for the correct amount.

1

We prefer if you address all the USACE and DWR comments in one revision and send a copy to both of us.

Thanks,

Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality

336 776 9693 office
336 813 1863 mobile
[e-mail]

450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

-----Original Message-----
From: Bailey, David E CIV USARMY CESAW (US) \[mailto:[e-mail]\]
Sent: Friday, January 06, 2017 3:09 PM
To: Tori Small <[e-mail]>
Cc: Homewood, Sue <[e-mail]>
Subject: Pleasant Ridge Rd sewer extension, Greensboro, Guilford Co.; SAW-2016-00855

Tori,

2

Thank you for your PCN and attached information, dated 12/5/2016 (received 12/19/2016), for the above referenced
project. I have reviewed the information and need clarification before proceeding with verifying the use of Nationwide
Permit 12 http://www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/NWP2012/NWP12_3-23.pdf. Please
submit the requested information below (via e-mail is fine) within 30 days of receipt of this Notification, otherwise we
may deny verification of the use of the Nationwide Permit or consider your application withdrawn and close the file:

1) In section D.1b of the PCN, please describe the on-site measures that will be used during construction to avoid and
minimize impacts. A typical example would be sediment and erosion control measures. Revised PCN attached.

2) Please complete section F.5, F.6., and F.7 on the PCN. Revised PCN attached.

3) Please confirm that, in wetlands, the top 6 to 12 inches of the trench will be backfilled with topsoil from the trench,
as required in the Nationwide Permit 12 description. See note added to plan and profile sheets.

4) Sheet No 1. Included in the application attachments appears to chow a temporary stream crossing. If this is
proposed, please include these temporary impacts in section C.3 of the PCN and the itemized impact table on Sheet
No. 1. This detail should not have been included on the impact maps. The sewer line will be installed under the creek
by bore and jack, so there will not be a temporary creek crossing.

5) The graphic scale on Sheet Nos. 2 and 3 appears to be incorrect. Revised impact maps attached.

6) Please hatch of shade wetland impact areas differently than buffer impact areas on Sheet Nos. 1-3 for
clarity. Revised impact maps attached.

7) Please explain the reason for Wetland Impacts 2 and 3, if these areas are within the footprint of the bore and
jack. Although the City of Greensboro has agreed to reduce the maintenance corridor over the bore and jack to 10',
they will still be removing the trees from the corridor.

8) Please submit the full PCN and attached plans as pdfs, as this is an electronic file and we cannot accept plan sheets
greater than 11x17" in size. Revised documents attached

Please let me know if you have any questions.

3

Sincerely,

Dave Bailey

---
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.

4

NOTES:
1. APPROXIMATE LOCATION OF TREE LINE IS
INDICATED ON PLANS. CONTRACTOR SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASH AND DEBRIS FROM THE ENTIRE WIDTH
OF THE EASEMENT (EXCEPT AS INDICATED
BY REDUCED DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT DISTURB AREA OR
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT AND SHALL UTILIZE METHODS
NECESSARY TO CONSTRUCT THE SEWER AS
NECESSARY TO REMAIN WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAYBACK.
3. CONTRACTOR SHALL HAVE A
PRE -INSTALLATION CONFERENCE AND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, THE CITY OF
GREENSBORO (HENRY CARROLL), AT&T AND
THE FAA TO ENSURE NO INTERRUPTION OF
THEIR SERVICES. TEMPORARY POWER &
COMMUNICATIONS SERVICES TO THE FAA
TOWER WILL PROVIDED BY THE CONTRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TOWER/ANTENNA WILL BE ALLOWED.
COORDINATE WITH FAA CONTACT: STEVE
PIEROTTI, FAA, SSC MANAGER, 336.358.3401
,9L
80
0
ti� J
' mJ 8g6gg� I I
/� \\ UNIT. TATES POST L '902
1219 . f
1 0l TATES RIDGE RD P \_/1J JI I
PARCE # 0097769 ^ _
(�Y1jy� g 02_ Tn �y n 5\1 r
EX SAN �T\ARSEWERTGPM 8 1oL -`� r/rL/ \-�J r -E L
MH 0
OUT a z s M f -I
40' SWTAgY SEWER EASE NL=—��i�2
a
00
�� LIBERT R�IMITED
00 \ /^
�� R gA ENS 00 0 DO` 1150 PLEASANT RIDGE RD
SSM v /
40' SANaTARY `� ,� � P PARCEL# 0097767
C C D's,651PG. 3081
f 1� ' O�,TJ�e �d(h��.0 �O P.B. 173 PG. 78
00'
N ..
VL[ L IO. V4063OTIVOS IKS3 SS 9NI1SIX3
�I
0
Ln
ino
m
O
F -
936
S H
938 93S/ — \
— -109 SSMH-102 — —�571 � 815.58 —
-
nn _ ion inn
SHEET 4
946
1 NITED STA S POSTAL SE CE
_ 1101 PLEASANT RIDGE RD
P0971957 ��
inn—_ten
LIBERTY PROPERTY LIMITED
PARTNERSHIP
1150 PLEASANT RIDGE RD
PARCEL# OD97767
D.B. 6569 PG. 3081
P.B. 173 PG. 78
O
^SAD
Q� > )O
SITE 00
m o
4 m �
Z
ST cr
m
VICINITY MAP (N.T.S)
SHEET 2 OF 6
-------------- l
--------
-- - - H 167
g3 -T
;4 1
4f)
coil /
— N81, �=07"W
33.331 �\
I �
I
N. BRICK BUILDING /
N � (RESIDENCE)
N �
a)
O N
LY— AND IT HG ELL _ \
JEAN C. MITCHEL V
1738 PLEASANT 0097770 RD Ll — —
D.B. 727 PG. 323 E .gti
1 TORY RICK BUILDING
1x 1
ASEMENT � S_ O4
\\ Q0
0-)
O STAGING A EA
BOXES
UTILITY
O
o
A-0 z
Z
o� ��pamp
Qa
2 �hamo
/
/ SMH-106
IT
/ g42a
O M Q m O
-956 x
i
/ o
H-105
"`livery,rt
CAPO•
Z �•ANO&ESS/p�q••
)2442
y '•:�NGiKE`�P • cj
•,��� P-0576
REVISIONS
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB N0. P - 5537 & 5537A CITY OF GREENSBORO "K"
ENGINEERING COMMENTS ROADWAY DESIGNED BY MBW ENGINEERING DIVISION
SEWER DETAILED BY MBW PLEASANT RIDGE ROAD SEWER LINE EXTENSION, SHEET NO.
WATER CHECKED BY VWS LIMITS: EXISTING EAST FORK DEEP RIVER OUTFALL, 2 OF 6
SIDEWALK SCALE: 1"=80' 2,173 LF TO 1138 PLEASANT RIDGE ROAD

SSMH 99 NOTES:
1. MANHOLE SHALL BE PROVIDED WITH A
WATERTIGHT FRAME AND COVER WITH
GASKET.
2. ALL MANHOLE SEAMS SHALL BE
EXTERNALLY TAPED/SEALED.
3. MANHOLE SHALL BE PROVIDED WITH A FULL
WATERPROOF INTERIOR COATING/LINING.
4. WATERTIGHT PIPE CONNECTIONS SHALL BE
PROVIDED CONSISTING OF A FLEXIBLE
RUBBER BOOT OR COMPRESSION TYPE
CONNECTOR.
5. MANHOLE SHALL BE TESTED IN
ACCORDANCE WITH ASTM C1244 "STANDARD
TEST METHOD FOR CONCRETE SEWER
MANHOLES BY THE NEGATIVE AIR
PRESSURE (VACUUM) TEST PRIOR TO
BACKFILL".
NOTES:
1. APPROXIMATE LOCATION OF TREE LINE IS
INDICATED ON PLANS. CONTRACTOR SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASH AND DEBRIS FROM THE ENTIRE WIDTH
OF THE EASEMENT (EXCEPT AS INDICATED
BY REDUCED DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT DISTURB AREA OR
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT AND SHALL UTILIZE METHODS
NECESSARY TO CONSTRUCT THE SEWER AS
NECESSARY TO REMAIN WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAYBACK.
3. CONTRACTOR SHALL HAVE A
PRE—INSTALLATION CONFERENCE AND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, AT&T AND THE FAA TO
ENSURE NO INTERRUPTION OF THEIR
SERVICES. TEMPORARY POWER &
COMMUNICATIONS SERVICES TO THE FAA
TOWER WILL PROVIDED BY THE CONTRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TOWER/ANTENNA WILL BE ALLOWED.
COORDINATE WITH FAA CONTACT: STEVE
PIEROTTI, FAA, SSC MANAGER, 336.358.3401
I-:-:-:•....-.. �:: • :'•��'-':'ALL:.:.:..:........ o
149 LF 16" STEEL ENCASEMENT
PIPE (0.25" MIN WALL
THICKNESS) INSTALLED BY
BORE & JACK METHOD
SSMH-100
-�-' �.-. •. -,• � • � �-,..:� / 2+32.14
COG STD #200
COV
C' 891
rn
INV 1": 87425
ANITARY SEWER MAN OLE INV OT (E :874. 7
TOP :8 1.43' ,... —
OUT 8 2.18 :..; — A
• -g •.-,..� • ..•
�co
20'X30' B RE PIT
I ) O
ccCIO cc — I
SMH 99 0 0 SS , .: ENT G CIO00 CIOCc
+0 00 �,. AS. p �� co
COG STD #2F6—SA ITARY
RIM: 881.43
40'
�?:•:::::...' �i v� ����
INV IN (872.44 �X�
INV IN (W):872.54
INV OU (N): 872.44 N �¢,.:....•-.., .�..-.• ...•' � i'"
NPDES St-ater Discharge Permit for Construction Act dties (NCGOI )
NCDENRIDI on of Water Oualily
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HOW) Zones
T days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
Installation of perimeter erosion and control measures
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, exceptfor perimeters and HOW Zones.
�\ 14,
O
GJ.
OAF �T°
F9JTJ
4'f/�09��U �
SELF -'INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
--......_
i
'/+UU
. ---...._
,,.•1ve1 ,
CAP.•'��`�.•••••••.®<�'`•. REVISIONS TYPE
ase of Approved Erosion and Sedimentation Control Plan: Date
Signature (Landowner, Financially
AS -BUILT
AUTH. DATE
(sediment
JOB NO. P — 5537
Responsible Party or Agent)
Installation of perimeter erosion and control measures
Clearing and grubbing of existing round cover I{
Completion of any phase of grading or slopes for fills
Installation of storm drainage facilities
ENGINEERING DIVISION
Completion of construction or development
Establishment of permanent ground cover sufficient to restrain erosion
WETLANDS NOTES:
IN ANY WETLANDS DISTURBED AS PART OF THIS
PROJECT THE TOP 12 INCHES OF THE
DISTURBED AREA WILL BE BACKFILLED WITH
TOPSOIL FROM THE DISTURBED AREA.
UNIT rATES POSTAL -SERVICE
1101 PLEASAN-T-RIDGE RDx O
�\ PAReL# 0097769 —900-
�B. 4834 PG. 1957 N$
6-k00
-
0
�S
01
030'
L— IP ® — = 912
0k30' MNG PIT i ' S,AL�lITAAY SEWER EASMI
RT OPERTY LIMITED
PARTNERSHIP
150 PLEASANT RIDGE RD
/ PARCEL# 0097767
VWOCOC��
0 / / D P.B6 173 PG. 78569 PG. 81
R A
1 OT' � I I
EROSION CONTROL LEGEND
LIMIT OF DISTURBANCE
SILT FENCE SF
ROCK OUTLET FOR SILT FENCE
92 �
7+00
`5558. J "W 808.84
1
R OCATE E LIGHT POLE
SSMH-101
7+46.97
COG STD #20 /
RIM: 932,21
INV IN (W): 16.50
INV OUT (E): 16.42
liiiiiill Ila
I W1160 _�'
EX TELEPHONE
00
O
co O
7v >_ O�
Cj
SITE 00
M
!y m
X
co
w
S�. (D
m
/I
i
— -A ON
77ARKING LU I
CURBING
ANY DAMAGE TO PARKING LOT,
CURB, GUTTER, PIPING,
SIGNAGE, ETC. SHALL BE
REPAIRED BY THE CONTRACTOR
PER COG STANDARD.
CONTRACTOR SHALL BLOCK
OFF PARKING LOT DURING
CONSTRUCTION & INSTALL
TEMP. FENCING AT EDGE OF
EASEMENT.
VICINITY MAP (N.T.Sj
938
— MH -102
COG STD #200
7.43
INV IN NO'9216
:926.
10+00 1 11±00
aZ�
�n ]on ��Ofl 936_dun
CONTRACTOR SHALL
COORDINATE RELOCATION OF
AT&T PEDESTAL OUTSIDE OF
EASEMENT AND TO LOCATION
AGREED UPON BY PROPERTY
OWNER.
SHEET 3 OF 6
CID
LL
O
9g d -
w
_
\ 1 co
W
_]Sri _ �J1� =
U
Q
AT&T PEDESTAL
SCALE
HORIZONTAL: 1"=40'
VERTICAL: 1" = 4'
U+UU I+UU 2+UU 3+UU 4+UU S+UU
i
'/+UU
8+UU 9+UU IU+UU 11+UU 12+UU
,,.•1ve1 ,
CAP.•'��`�.•••••••.®<�'`•. REVISIONS TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DATE
BENCH MARKS
JOB NO. P — 5537
CITY OF GREENSBORO "K"
_ : 4°��ssroti9••'y�
ENGINEERING COMMENTS ROADWAY
DESIGNED BY MBW
ENGINEERING DIVISION
02442 : ,�;
•� 2X5, SEWER
DETAILED BY MBW
PLEASANT RIDGE ROAD SEWER LINE EXTENSION, SHEET NO.
Cj
WATER
*+*5$'4
�r
CHECKED BY VWS
LIMITS: EXISTING EAST FORK DEEP RIVER OUTFALL,
OF
3 6
i�ai P 0576 SIDEWALK
SCALE: AS NOTED
2,173 LF TO 1138 PLEASANT RIDGE ROAD

NPDES St -ter Discharge Permit for Construction Activities (NCGOt )
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
Installation of storm drainage facilities
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
I� All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
co /
LL
O
Lq
LLJ
4 Z7"W 54
co
1 xl o
w
z
i
815.
—xi
WETLANDS NOTES:
IN ANY WETLANDS DISTURBED AS PART OF THIS
PROJECT THE TOP 12 INCHES OF THE
DISTURBED AREA WILL BE BACKFILLED WITH
TOPSOIL FROM THE DISTURBED AREA.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
13+UU
19+UU
2U+UU 21+UU 22+UU `23+UU 24+UU
°°,.N
,•`°a��.•••••••.o1.11 4*, REVISIONS TYPE
Phase of Approved Erosion and Sedimentation Control Plan: Date Signature (Landowner, Financially -
Responsible Party or Agent)
(sediment
Installation of perimeter erosion and control measures
AS—BUILT
Clearing and grubbing of existing round cover
BENCH MARKS
Completion of any phase of grading or slopes for fills
CITY OF GREENSBORO "K"
Installation of storm drainage facilities
DESIGNED BY MBw
Completion of construction or development
Establishment of permanent ground cover sufficient to restrain erosion
SANITARY SEWER SERVICE
14+38
COG STD #101
If
SSMH-103\
_ COG STD #200
RIM: 943.60 UNITED STATES POSTAL SE ICE
934.62 110 _PLEASANT RIDGE RD
MW V OUT E :934 Cl 1957
P RCEL# 0097769 \
( ) 4834 PG.
�Sdoi o—
n 1 -f
n
Z_
25' RADIUS FROM WELL
�n r
OL
n�
- 3" ��n�
LIBERTY PROPERTY LIMITED n
PARTNERSHIP
1150 PLEASANT RIDGE RD
PARCEL# 0097767
D.B. 6569 PG. 3081
P.B. 173 PG. 78
'I
NOTES:
1. APPROXIMATE LOCATION OF TREE LINE IS
INDICATED ON PLANS. CONTRACTOR SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASH AND DEBRIS FROM THE ENTIRE WIDTH
OF THE EASEMENT (EXCEPT AS INDICATED
BY REDUCED DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT DISTURB AREA OR
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT AND SHALL UTILIZE METHODS
NECESSARY TO CONSTRUCT THE SEWER AS
NECESSARY TO REMAIN WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAYBACK.
3. CONTRACTOR SHALL HAVE A
PRE -INSTALLATION CONFERENCE AND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, AT&T AND THE FAA TO
ENSURE NO INTERRUPTION OF THEIR
SERVICES. TEMPORARY POWER &
COMMUNICATIONS SERVICES TO THE FAA
TOWER WILL PROVIDED BY THE CONTRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TOWER/ANTENNA WILL BE ALLOWED.
COORDINATE WITH FAA CONTACT: STEVE
PIEROTTI, FAA, SSC MANAGER, 336.358.3401
100' RADIUS FROM WELL
BRICK BUILDING
(RESIDENCE)
0 APPROXIMATE LOCATION ON DE RIS PILES
LYNDON HtIITCHEL�
MITCHELL
A \ Y
JEAN C. LEASANT RIDGRD V
C 0097770
D,B. 12 PG. 323
1 STORY RICK BUILDING(
M OF 25 FROM
261.21
POWER LINE 15.8'
A-RO-VE -EX- GRADE
L 9E
---0 -'�T
Al
EXISTINGEGRAVREPLACE
E�.
SSP -1\o4 79.65 LF20+00, \
@ 1.33
0APPRO�C MATE day z
TILITY BOXES °4�0' LOCATION OF >- o
DEBRIS PILES Q
d� 01--
, z
No
iX�' 21 -. 11
+ 0
w l°
0
STAGING A EA H-10
3.8
C S
M. 96 .
INV IN Y94 .
QwW.V..0UT (E :X94 1
- M Mq T Cy�INF
� � SyEET S
OF 6
o/
/ LF) /oil
I
%��0
SHEET 4 OF 6
LIMIT OF DISTURBANCE
SILT FENCE SF
ROCK OUTLET FOR SILT FENCE 40
SCALE
HORIZONTAL: 1"=40'
VERTICAL: 1"=4'
SANITARY SEWER SERVICE
VEED 24+02
wA" COG STD #101 j
SSP-�06 398.29 LF 8" DIP ® 0.50%
o a �
Qm �� / _ 1 EX ABOVE OR
HT
LOSURE
3O
OEXWATER RC METERS
40 LF 16" STEEL
ENCASEMENT PIPE (0.25" MIN
qy y WALL THICKNESS) INSTALLED
BY BORE -& JACK METHOD
QyII
SSMH-105 �.
22+26.68 25' RADIUS FROM WELL
COG STD #200
RIM: 961.95
INV IN (SW): 942. 8 ��3M
INV OUT (E):942.83
20'X30' RECEIVING PI
N67°30'41.23"W 62.84'
100' RADIUS FROM WELL
SSP -105 62.84 LF 8" DIP Com? 0.70%
12+UU 13+UU 14+UU A .,,, 15+UU lU+UU 1'I+UU
13+UU
19+UU
2U+UU 21+UU 22+UU `23+UU 24+UU
°°,.N
,•`°a��.•••••••.o1.11 4*, REVISIONS TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB NO. P - 5537 & 5537A
CITY OF GREENSBORO "K"
_ a c°�`�ssioti9••' a
_--E ENGINEERING COMMENTS ROADWAY
ik
DESIGNED BY MBw
ENGINEERING DIVISION
024 a2 : �= SEWER
:n ;•� iS�,�P; ®�
DETAILED BY MBW
PLEASANT RIDGE ROAD SEWER LINE EXTENSION, SHEET NO.
•.,.� `,. WATER
�,'•4
CHECKED BY vws
LIMITS: EXISTING EAST FORK DEEP RIVER OUTFALL, 4 of 6
B W�*`° SIDEWALK
rrrrrr+° P 0576
SCALE: AS NOTED
2,173 LF TO 1138 PLEASANT RIDGE ROAD

V
s6,
OH P
0
INC
X 18" RCP
UNI ED STATES POSTAL SERVICE
101 PLEASANT RIDGE RD
PC PEDESTAL PARCEL# 0097769
CONC�PAD GAS METER D.B 4 34—PG. X57
OH/P OHxP
II
WETLANDS NOTES:
IN ANY WETLANDS DISTURBED AS PART OF THIS
PROJECT THE TOP 12 INCHES OF THE
DISTURBED AREA WILL BE BACKFILLED WITH
TOPSOIL FROM THE DISTURBED AREA.
,kT&-T­P ED\ TAL
g52 �
--956-
_SIGN
I
D�� 0 9s�
OH/P
SSMH-106
26+24.96 ^ ^ ^
I
/P off/P
1P \
`SO
TES AL SER IC
9S \
101 PL ArAN RI
10 LE0097769
D.B. 4834 P 7
OH/POH/P _-&HP
SSMH-107
29+71.61
COG STD #200
RIM: 957.44 _
IKI\/ nl IT (NP-)• QAR FR
�
RY SEWER SERVICE
/
2 �8+ 128+14 / l
COG STD #101
I
� I
90,2. I_
_ 1
I
EROSION CONTROL LEGEND
LIMIT OF DISTURBANCE
SILT FENCE
ROCK OUTLET FOR SILT FENCEMD
— SF
NPDES St-ater Discharge Permit for Construction Activities (NCG01)
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
Completion of any phaseof_gLadingor slopes for fills
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
—..
_
_.._
h
--
-
Phase of Approved Erosion and Sedimentation Control Plan: Date Signature (Landowner, Financially
Responsible Party or Agent)
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of existing round cover
Completion of any phaseof_gLadingor slopes for fills
Installation of storm drainage facilities
Completion of construction or development
Establishment of permanent ground cover sufficient to restrain erosion
0
Q
CD
X
M
II
6
W
ca
SHEET rj OF 6
NOTES:
1. APPROXIMATE LOCATION OF TREE LINE IS
INDICATED ON PLANS. CONTRACTOR SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASH AND DEBRIS FROM THE ENTIRE WIDTH
OF THE EASEMENT (EXCEPT AS INDICATED
BY REDUCED DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT DISTURB AREA OR
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT AND SHALL UTILIZE METHODS
NECESSARY TO CONSTRUCT THE SEWER AS
NECESSARY TO REMAIN WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAYBACK.
3. CONTRACTOR SHALL HAVE A
PRE—INSTALLATION CONFERENCE AND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, AT&T AND THE FAA TO
ENSURE NO INTERRUPTION OF THEIR
SERVICES. TEMPORARY POWER &
COMMUNICATIONS SERVICES TO THE FAA
TOWER WILL PROVIDED BY THE CONTRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TOWER/ANTENNA WILL BE ALLOWED.
COORDINATE WITH FAA CONTACT: STEVE
PIEROTTI, FAA, SSC MANAGER, 336.358.3401
SCALE
HORIZONTAL: 1"=40'
VERTICAL: 1"=4'
24+UU 2S+UU 2U+UU ,,,......,,. 2'/+UU 23+UU 29+UU 3U+UU 3I+UU 32+UU 33+UU 34+UU 35+UU 3U+UU
®��HC R®<i`•., REVISIONS TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCH MARKS JOB NO. P — 5537A CITY OF GREENSBORO "K"
ENGINEERING COMMENTS ROADWAY DESIGNED BY MBW ENGINEERING DIVISION
; 024 42 SEWER DETAILED BY MBW, N0.
1115 PLEASANT RIDGE SEWER EXTENSION, LIMITS: A
WATER CHECKED BY VWS PROPOSED SEWER MANHOLE AT 1138 PLEASANT
SIDEWALK SCALE: AS NOTED RIDGE ROAD, TO APPROX. 700 LF SOUTH
OF
ssuaM+P-Q576

NOTES:
1. APPROXIMATE LOCATION OF TREE LINE IS
INDICATED ON PLANS. CONTRACTOR SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASH AND DEBRIS FROM THE ENTIRE WIDTH
OF THE EASEMENT (EXCEPT AS INDICATED
BY REDUCED DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT DISTURB AREA OR
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT AND SHALL UTILIZE METHODS
NECESSARY TO CONSTRUCT THE SEWER AS
NECESSARY TO REMAIN WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAYBACK.
3. CONTRACTOR SHALL HAVE A
PRE -INSTALLATION CONFERENCE AND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, THE CITY OF
GREENSBORO (HENRY CARROLL), AT&T AND
THE FAA TO ENSURE NO INTERRUPTION OF
THEIR SERVICES. TEMPORARY POWER &
COMMUNICATIONS SERVICES TO THE FAA
TOWER WILL PROVIDED BY THE CONTRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TOWER/ANTENNA WILL BE ALLOWED.
COORDINATE WITH FAA CONTACT: STEVE
PIEROTTI, FAA, SSC MANAGER, 336.358.3401
,9L
80
0
ti� J
' mJ 8g6gg� I I
/� \\ UNIT. TATES POST L '902
1219 . f
1 0l TATES RIDGE RD P \_/1J JI I
PARCE # 0097769 ^ _
(�Y1jy� g 02_ Tn �y n 5\1 r
EX SAN �T\ARSEWERTGPM 8 1oL -`� r/rL/ \-�J r -E L
MH 0
OUT a z s M f -I
40' SWTAgY SEWER EASE NL=—��i�2
a
00
�� LIBERT R�IMITED
00 \ /^
�� R gA ENS 00 0 DO` 1150 PLEASANT RIDGE RD
SSM v /
40' SANaTARY `� ,� � P PARCEL# 0097767
C C D's,651PG. 3081
f 1� ' O�,TJ�e �d(h��.0 �O P.B. 173 PG. 78
00'
N ..
VL[ L IO. V4063OTIVOS IKS3 SS 9NI1SIX3
�I
0
Ln
ino
m
O
F -
936
S H
938 93S/ — \
— -109 SSMH-102 — —�571 � 815.58 —
-
nn _ ion inn
SHEET 4
946
1 NITED STA S POSTAL SE CE
_ 1101 PLEASANT RIDGE RD
P0971957 ��
inn—_ten
LIBERTY PROPERTY LIMITED
PARTNERSHIP
1150 PLEASANT RIDGE RD
PARCEL# OD97767
D.B. 6569 PG. 3081
P.B. 173 PG. 78
O
^SAD
Q� > )O
SITE 00
m o
4 m �
Z
ST cr
m
VICINITY MAP (N.T.S)
SHEET 2 OF 6
-------------- l
--------
-- - - H 167
g3 -T
;4 1
4f)
coil /
— N81, �=07"W
33.331 �\
I �
I
N. BRICK BUILDING /
N � (RESIDENCE)
N �
a)
O N
LY— AND IT HG ELL _ \
JEAN C. MITCHEL V
1738 PLEASANT 0097770 RD Ll — —
D.B. 727 PG. 323 E .gti
1 TORY RICK BUILDING
1x 1
ASEMENT � S_ O4
\\ Q0
0-)
O STAGING A EA
BOXES
UTILITY
O
o
A-0 z
Z
o� ��pamp
Qa
2 �hamo
/
/ SMH-106
IT
/ g42a
O M Q m O
-956 x
i
/ o
H-105
"`livery,rt
CAPO•
Z �•ANO&ESS/p�q••
)2442
y '•:�NGiKE`�P • cj
•,��� P-0576
REVISIONS
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB N0. P - 5537 & 5537A CITY OF GREENSBORO "K"
ENGINEERING COMMENTS ROADWAY DESIGNED BY MBW ENGINEERING DIVISION
SEWER DETAILED BY MBW PLEASANT RIDGE ROAD SEWER LINE EXTENSION, SHEET NO.
WATER CHECKED BY VWS LIMITS: EXISTING EAST FORK DEEP RIVER OUTFALL, 2 OF 6
SIDEWALK SCALE: 1"=80' 2,173 LF TO 1138 PLEASANT RIDGE ROAD

SSMH 99 NOTES:
1. MANHOLE SHALL BE PROVIDED WITH A
WATERTIGHT FRAME AND COVER WITH
GASKET.
2. ALL MANHOLE SEAMS SHALL BE
EXTERNALLY TAPED/SEALED.
3. MANHOLE SHALL BE PROVIDED WITH A FULL
WATERPROOF INTERIOR COATING/LINING.
4. WATERTIGHT PIPE CONNECTIONS SHALL BE
PROVIDED CONSISTING OF A FLEXIBLE
RUBBER BOOT OR COMPRESSION TYPE
CONNECTOR.
5. MANHOLE SHALL BE TESTED IN
ACCORDANCE WITH ASTM C1244 "STANDARD
TEST METHOD FOR CONCRETE SEWER
MANHOLES BY THE NEGATIVE AIR
PRESSURE (VACUUM) TEST PRIOR TO
BACKFILL".
NOTES:
1. APPROXIMATE LOCATION OF TREE LINE IS
INDICATED ON PLANS. CONTRACTOR SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASH AND DEBRIS FROM THE ENTIRE WIDTH
OF THE EASEMENT (EXCEPT AS INDICATED
BY REDUCED DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT DISTURB AREA OR
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT AND SHALL UTILIZE METHODS
NECESSARY TO CONSTRUCT THE SEWER AS
NECESSARY TO REMAIN WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAYBACK.
3. CONTRACTOR SHALL HAVE A
PRE—INSTALLATION CONFERENCE AND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, AT&T AND THE FAA TO
ENSURE NO INTERRUPTION OF THEIR
SERVICES. TEMPORARY POWER &
COMMUNICATIONS SERVICES TO THE FAA
TOWER WILL PROVIDED BY THE CONTRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TOWER/ANTENNA WILL BE ALLOWED.
COORDINATE WITH FAA CONTACT: STEVE
PIEROTTI, FAA, SSC MANAGER, 336.358.3401
I-:-:-:•....-.. �:: • :'•��'-':'ALL:.:.:..:........ o
149 LF 16" STEEL ENCASEMENT
PIPE (0.25" MIN WALL
THICKNESS) INSTALLED BY
BORE & JACK METHOD
SSMH-100
-�-' �.-. •. -,• � • � �-,..:� / 2+32.14
COG STD #200
COV
C' 891
rn
INV 1": 87425
ANITARY SEWER MAN OLE INV OT (E :874. 7
TOP :8 1.43' ,... —
OUT 8 2.18 :..; — A
• -g •.-,..� • ..•
�co
20'X30' B RE PIT
I ) O
ccCIO cc — I
SMH 99 0 0 SS , .: ENT G CIO00 CIOCc
+0 00 �,. AS. p �� co
COG STD #2F6—SA ITARY
RIM: 881.43
40'
�?:•:::::...' �i v� ����
INV IN (872.44 �X�
INV IN (W):872.54
INV OU (N): 872.44 N �¢,.:....•-.., .�..-.• ...•' � i'"
NPDES St-ater Discharge Permit for Construction Act dties (NCGOI )
NCDENRIDI on of Water Oualily
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HOW) Zones
T days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
Installation of perimeter erosion and control measures
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, exceptfor perimeters and HOW Zones.
�\ 14,
O
GJ.
OAF �T°
F9JTJ
4'f/�09��U �
SELF -'INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
--......_
i
'/+UU
. ---...._
,,.•1ve1 ,
CAP.•'��`�.•••••••.®<�'`•. REVISIONS TYPE
ase of Approved Erosion and Sedimentation Control Plan: Date
Signature (Landowner, Financially
AS -BUILT
AUTH. DATE
(sediment
JOB NO. P — 5537
Responsible Party or Agent)
Installation of perimeter erosion and control measures
Clearing and grubbing of existing round cover I{
Completion of any phase of grading or slopes for fills
Installation of storm drainage facilities
ENGINEERING DIVISION
Completion of construction or development
Establishment of permanent ground cover sufficient to restrain erosion
WETLANDS NOTES:
IN ANY WETLANDS DISTURBED AS PART OF THIS
PROJECT THE TOP 12 INCHES OF THE
DISTURBED AREA WILL BE BACKFILLED WITH
TOPSOIL FROM THE DISTURBED AREA.
UNIT rATES POSTAL -SERVICE
1101 PLEASAN-T-RIDGE RDx O
�\ PAReL# 0097769 —900-
�B. 4834 PG. 1957 N$
6-k00
-
0
�S
01
030'
L— IP ® — = 912
0k30' MNG PIT i ' S,AL�lITAAY SEWER EASMI
RT OPERTY LIMITED
PARTNERSHIP
150 PLEASANT RIDGE RD
/ PARCEL# 0097767
VWOCOC��
0 / / D P.B6 173 PG. 78569 PG. 81
R A
1 OT' � I I
EROSION CONTROL LEGEND
LIMIT OF DISTURBANCE
SILT FENCE SF
ROCK OUTLET FOR SILT FENCE
92 �
7+00
`5558. J "W 808.84
1
R OCATE E LIGHT POLE
SSMH-101
7+46.97
COG STD #20 /
RIM: 932,21
INV IN (W): 16.50
INV OUT (E): 16.42
liiiiiill Ila
I W1160 _�'
EX TELEPHONE
00
O
co O
7v >_ O�
Cj
SITE 00
M
!y m
X
co
w
S�. (D
m
/I
i
— -A ON
77ARKING LU I
CURBING
ANY DAMAGE TO PARKING LOT,
CURB, GUTTER, PIPING,
SIGNAGE, ETC. SHALL BE
REPAIRED BY THE CONTRACTOR
PER COG STANDARD.
CONTRACTOR SHALL BLOCK
OFF PARKING LOT DURING
CONSTRUCTION & INSTALL
TEMP. FENCING AT EDGE OF
EASEMENT.
VICINITY MAP (N.T.Sj
938
— MH -102
COG STD #200
7.43
INV IN NO'9216
:926.
10+00 1 11±00
aZ�
�n ]on ��Ofl 936_dun
CONTRACTOR SHALL
COORDINATE RELOCATION OF
AT&T PEDESTAL OUTSIDE OF
EASEMENT AND TO LOCATION
AGREED UPON BY PROPERTY
OWNER.
SHEET 3 OF 6
CID
LL
O
9g d -
w
_
\ 1 co
W
_]Sri _ �J1� =
U
Q
AT&T PEDESTAL
SCALE
HORIZONTAL: 1"=40'
VERTICAL: 1" = 4'
U+UU I+UU 2+UU 3+UU 4+UU S+UU
i
'/+UU
8+UU 9+UU IU+UU 11+UU 12+UU
,,.•1ve1 ,
CAP.•'��`�.•••••••.®<�'`•. REVISIONS TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DATE
BENCH MARKS
JOB NO. P — 5537
CITY OF GREENSBORO "K"
_ : 4°��ssroti9••'y�
ENGINEERING COMMENTS ROADWAY
DESIGNED BY MBW
ENGINEERING DIVISION
02442 : ,�;
•� 2X5, SEWER
DETAILED BY MBW
PLEASANT RIDGE ROAD SEWER LINE EXTENSION, SHEET NO.
Cj
WATER
*+*5$'4
�r
CHECKED BY VWS
LIMITS: EXISTING EAST FORK DEEP RIVER OUTFALL,
OF
3 6
i�ai P 0576 SIDEWALK
SCALE: AS NOTED
2,173 LF TO 1138 PLEASANT RIDGE ROAD

NPDES St -ter Discharge Permit for Construction Activities (NCGOt )
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
Installation of storm drainage facilities
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
I� All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
co /
LL
O
Lq
LLJ
4 Z7"W 54
co
1 xl o
w
z
i
815.
—xi
WETLANDS NOTES:
IN ANY WETLANDS DISTURBED AS PART OF THIS
PROJECT THE TOP 12 INCHES OF THE
DISTURBED AREA WILL BE BACKFILLED WITH
TOPSOIL FROM THE DISTURBED AREA.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
13+UU
19+UU
2U+UU 21+UU 22+UU `23+UU 24+UU
°°,.N
,•`°a��.•••••••.o1.11 4*, REVISIONS TYPE
Phase of Approved Erosion and Sedimentation Control Plan: Date Signature (Landowner, Financially -
Responsible Party or Agent)
(sediment
Installation of perimeter erosion and control measures
AS—BUILT
Clearing and grubbing of existing round cover
BENCH MARKS
Completion of any phase of grading or slopes for fills
CITY OF GREENSBORO "K"
Installation of storm drainage facilities
DESIGNED BY MBw
Completion of construction or development
Establishment of permanent ground cover sufficient to restrain erosion
SANITARY SEWER SERVICE
14+38
COG STD #101
If
SSMH-103\
_ COG STD #200
RIM: 943.60 UNITED STATES POSTAL SE ICE
934.62 110 _PLEASANT RIDGE RD
MW V OUT E :934 Cl 1957
P RCEL# 0097769 \
( ) 4834 PG.
�Sdoi o—
n 1 -f
n
Z_
25' RADIUS FROM WELL
�n r
OL
n�
- 3" ��n�
LIBERTY PROPERTY LIMITED n
PARTNERSHIP
1150 PLEASANT RIDGE RD
PARCEL# 0097767
D.B. 6569 PG. 3081
P.B. 173 PG. 78
'I
NOTES:
1. APPROXIMATE LOCATION OF TREE LINE IS
INDICATED ON PLANS. CONTRACTOR SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASH AND DEBRIS FROM THE ENTIRE WIDTH
OF THE EASEMENT (EXCEPT AS INDICATED
BY REDUCED DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT DISTURB AREA OR
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT AND SHALL UTILIZE METHODS
NECESSARY TO CONSTRUCT THE SEWER AS
NECESSARY TO REMAIN WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAYBACK.
3. CONTRACTOR SHALL HAVE A
PRE -INSTALLATION CONFERENCE AND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, AT&T AND THE FAA TO
ENSURE NO INTERRUPTION OF THEIR
SERVICES. TEMPORARY POWER &
COMMUNICATIONS SERVICES TO THE FAA
TOWER WILL PROVIDED BY THE CONTRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TOWER/ANTENNA WILL BE ALLOWED.
COORDINATE WITH FAA CONTACT: STEVE
PIEROTTI, FAA, SSC MANAGER, 336.358.3401
100' RADIUS FROM WELL
BRICK BUILDING
(RESIDENCE)
0 APPROXIMATE LOCATION ON DE RIS PILES
LYNDON HtIITCHEL�
MITCHELL
A \ Y
JEAN C. LEASANT RIDGRD V
C 0097770
D,B. 12 PG. 323
1 STORY RICK BUILDING(
M OF 25 FROM
261.21
POWER LINE 15.8'
A-RO-VE -EX- GRADE
L 9E
---0 -'�T
Al
EXISTINGEGRAVREPLACE
E�.
SSP -1\o4 79.65 LF20+00, \
@ 1.33
0APPRO�C MATE day z
TILITY BOXES °4�0' LOCATION OF >- o
DEBRIS PILES Q
d� 01--
, z
No
iX�' 21 -. 11
+ 0
w l°
0
STAGING A EA H-10
3.8
C S
M. 96 .
INV IN Y94 .
QwW.V..0UT (E :X94 1
- M Mq T Cy�INF
� � SyEET S
OF 6
o/
/ LF) /oil
I
%��0
SHEET 4 OF 6
LIMIT OF DISTURBANCE
SILT FENCE SF
ROCK OUTLET FOR SILT FENCE 40
SCALE
HORIZONTAL: 1"=40'
VERTICAL: 1"=4'
SANITARY SEWER SERVICE
VEED 24+02
wA" COG STD #101 j
SSP-�06 398.29 LF 8" DIP ® 0.50%
o a �
Qm �� / _ 1 EX ABOVE OR
HT
LOSURE
3O
OEXWATER RC METERS
40 LF 16" STEEL
ENCASEMENT PIPE (0.25" MIN
qy y WALL THICKNESS) INSTALLED
BY BORE -& JACK METHOD
QyII
SSMH-105 �.
22+26.68 25' RADIUS FROM WELL
COG STD #200
RIM: 961.95
INV IN (SW): 942. 8 ��3M
INV OUT (E):942.83
20'X30' RECEIVING PI
N67°30'41.23"W 62.84'
100' RADIUS FROM WELL
SSP -105 62.84 LF 8" DIP Com? 0.70%
12+UU 13+UU 14+UU A .,,, 15+UU lU+UU 1'I+UU
13+UU
19+UU
2U+UU 21+UU 22+UU `23+UU 24+UU
°°,.N
,•`°a��.•••••••.o1.11 4*, REVISIONS TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB NO. P - 5537 & 5537A
CITY OF GREENSBORO "K"
_ a c°�`�ssioti9••' a
_--E ENGINEERING COMMENTS ROADWAY
ik
DESIGNED BY MBw
ENGINEERING DIVISION
024 a2 : �= SEWER
:n ;•� iS�,�P; ®�
DETAILED BY MBW
PLEASANT RIDGE ROAD SEWER LINE EXTENSION, SHEET NO.
•.,.� `,. WATER
�,'•4
CHECKED BY vws
LIMITS: EXISTING EAST FORK DEEP RIVER OUTFALL, 4 of 6
B W�*`° SIDEWALK
rrrrrr+° P 0576
SCALE: AS NOTED
2,173 LF TO 1138 PLEASANT RIDGE ROAD

V
s6,
OH P
0
INC
X 18" RCP
UNI ED STATES POSTAL SERVICE
101 PLEASANT RIDGE RD
PC PEDESTAL PARCEL# 0097769
CONC�PAD GAS METER D.B 4 34—PG. X57
OH/P OHxP
II
WETLANDS NOTES:
IN ANY WETLANDS DISTURBED AS PART OF THIS
PROJECT THE TOP 12 INCHES OF THE
DISTURBED AREA WILL BE BACKFILLED WITH
TOPSOIL FROM THE DISTURBED AREA.
,kT&-T­P ED\ TAL
g52 �
--956-
_SIGN
I
D�� 0 9s�
OH/P
SSMH-106
26+24.96 ^ ^ ^
I
/P off/P
1P \
`SO
TES AL SER IC
9S \
101 PL ArAN RI
10 LE0097769
D.B. 4834 P 7
OH/POH/P _-&HP
SSMH-107
29+71.61
COG STD #200
RIM: 957.44 _
IKI\/ nl IT (NP-)• QAR FR
�
RY SEWER SERVICE
/
2 �8+ 128+14 / l
COG STD #101
I
� I
90,2. I_
_ 1
I
EROSION CONTROL LEGEND
LIMIT OF DISTURBANCE
SILT FENCE
ROCK OUTLET FOR SILT FENCEMD
— SF
NPDES St-ater Discharge Permit for Construction Activities (NCG01)
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
Completion of any phaseof_gLadingor slopes for fills
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
—..
_
_.._
h
--
-
Phase of Approved Erosion and Sedimentation Control Plan: Date Signature (Landowner, Financially
Responsible Party or Agent)
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of existing round cover
Completion of any phaseof_gLadingor slopes for fills
Installation of storm drainage facilities
Completion of construction or development
Establishment of permanent ground cover sufficient to restrain erosion
0
Q
CD
X
M
II
6
W
ca
SHEET rj OF 6
NOTES:
1. APPROXIMATE LOCATION OF TREE LINE IS
INDICATED ON PLANS. CONTRACTOR SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASH AND DEBRIS FROM THE ENTIRE WIDTH
OF THE EASEMENT (EXCEPT AS INDICATED
BY REDUCED DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT DISTURB AREA OR
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT AND SHALL UTILIZE METHODS
NECESSARY TO CONSTRUCT THE SEWER AS
NECESSARY TO REMAIN WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAYBACK.
3. CONTRACTOR SHALL HAVE A
PRE—INSTALLATION CONFERENCE AND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, AT&T AND THE FAA TO
ENSURE NO INTERRUPTION OF THEIR
SERVICES. TEMPORARY POWER &
COMMUNICATIONS SERVICES TO THE FAA
TOWER WILL PROVIDED BY THE CONTRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TOWER/ANTENNA WILL BE ALLOWED.
COORDINATE WITH FAA CONTACT: STEVE
PIEROTTI, FAA, SSC MANAGER, 336.358.3401
SCALE
HORIZONTAL: 1"=40'
VERTICAL: 1"=4'
24+UU 2S+UU 2U+UU ,,,......,,. 2'/+UU 23+UU 29+UU 3U+UU 3I+UU 32+UU 33+UU 34+UU 35+UU 3U+UU
®��HC R®<i`•., REVISIONS TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCH MARKS JOB NO. P — 5537A CITY OF GREENSBORO "K"
ENGINEERING COMMENTS ROADWAY DESIGNED BY MBW ENGINEERING DIVISION
; 024 42 SEWER DETAILED BY MBW, N0.
1115 PLEASANT RIDGE SEWER EXTENSION, LIMITS: A
WATER CHECKED BY VWS PROPOSED SEWER MANHOLE AT 1138 PLEASANT
SIDEWALK SCALE: AS NOTED RIDGE ROAD, TO APPROX. 700 LF SOUTH
OF
ssuaM+P-Q576

-u C)67Wc) 0
0 O (D or:
0
o CD C),<�
-�iNim
rn :, *o
�
mm�
NH
m
m
O fi
Q
C
W Gi 0 mp
m
m
_
rTi�t�r7�3`�
_
C C
W
W
D
-71 _9
D
zzx
M
M
o
NN
trJ r7 >
h
n
OO
Nv m N
`"
D
r
O
W o
> cn
apy
II
N
O
N
O
-o
Z4:kz
>
gym, �>
CD Z
n
z
M
z
m
N m
O
z
�nyO
z
v
p
> 42 � n
m
� y m
d" Cn
-�
�
m
O
m
m
r
II
O
m
n
<
m
O
m
D
D D
D
m
p
p
O<
m
m
m
D
::Ez
O
m
cn
m
cn
m
cn
=
C)
z
W
CO
Z
�
�
O
N
<
co
J
D
m
a)
0
N
D
O
W
p
W
;7
D
o
Z m
C/)C- -i
X
m r
m
cf) m
m
m <n `>
C
co
C
m
D
X
O m
m
-
T70
D
--IO
r
p
N
zi
rJ
=
m
o
omm ^
Z
N
D �]
N
J
m
r
0
Q0
'-'M
<
m
c)
m
Z
II
<
m
0
m
C) =
C
D
D
M z
D
zi
O
;az
m
m
r
J
m
y
(n
-Ti
D
�+ Z
O
-u C)67Wc) 0
0 O (D or:
0
o CD C),<�
-�iNim
rn :, *o
�
mm�
6m - (T1
DDD
O fi
Z
C
W Gi 0 mp
W a
Q o
Z
_
C C
W zr 6
�"C7
�-'10)
O
-71 _9
C,4 11JID 0-
70
Z
N �-P0
NN
omo
IIIo
OO
Nv m N
`"
Z r
o
0)m
m m
N m
z
p
N
0
&
"o
84
86-
�8-
m
F
0-0OZC� I
Xm--1O=1
-0 m Z r D
ZZ r < I
G7� n N
C D
Z
M C7
7
o
O
N
m
m
&p
FF aa�aoy��� I
CO
aao ~
�-o

-u �a 0 0
;;a m D m
O < —i D
m m m ::E
C) z
z � �
O \
< J m
0(D C/)
m
-u c)
o
0 o ,0
o Z; (D
o
mm r
K�z
m � o
M
(T
W o
7�
W G) o CD
QZo�
m
�
(co,
z0..
_ p
W n
o
-1
00
J ," =
C4 CD "(.0 p
Q,
fi
j
�n
N
M
oho
m mDmCo70
-DZD C/)-
0fi
0
a
u)C/),
C70C
77-I�
*
mm r
K�z
*
M
�z <
co CO
ccs
mm0
Z
G�=z�
n
m
co
z0..
ZOz�OzDCp
-1
00
1
Mr
Q,
W
�n
M
m70Dm=z�pC)
M
co
m mDmCo70
-DZD C/)-
0
0
0
D
zDzompp
T1
C)
F-
m
>
D
W
D
r
C7
O
D
c
c
c
C
0
z
m
D
Cf)
W
D
W
W
W
W
0
C
m
C
C
C
C
—I
U)
9
(f)
-TI
-9
m
_
m�
UU
O
cc)
r
m
71
m
o
c�
70
m
M
M
0
D
N
NN
N
N
:=!0
z
00
0
0
0
0
O
z
z
m
m
m
m
m
M
C)
_
I I
=
m
m
m
m
m
m
M
z
G7
G7
G7
G7
G7
G7
M
z
m
f-
<
r
m D
D
D
D
D
D
m
G7
II
Cm/)cl))
C/)C/)C/)cmn
m
G7
m
D
N
00
00
0
00
W
(2
N
D
Z
-'
N
W
-
-�
;U
m
C/)cn
U)
C/)
U)
�
D
TI
�
TI
TI
TI
T1
u)C/),
C70C
77-I�
m
mm r
K�z
m
M
�z <
co CO
ccs
mm0
Z
G�=z�
n
�zo�p
=D-m�
DZom D� C)
MM>
z0..
ZOz�OzDCp
-1
00
1
Mr
� m D M h o> I
On -9m0 ZJr
ZZ
�
�n
M
m70Dm=z�pC)
N� z
Z�
m mDmCo70
-DZD C/)-
0
0
0
D
zDzompp
T1
C)
F-
>
D
D
D
r
O
0
z
m
D
D
D
r
m
z
m
m
m
C)
U)
(f)
(f)
_
UU
O
cc)
D
�1
�1
D
u)C/),
C70C
77-I�
-0rCC) K:(/) -DC
>MZCp�m_I
C7-pm
mm r
K�z
O=r>
D
���n
mz �7��7r
M .-ImDzmDm -I
�z <
co CO
ccs
mm0
Z
G�=z�
n
�zo�p
=D-m�
DZom D� C)
MM>
z0..
ZOz�OzDCp
-1
00
1
Mr
� m D M h o> I
On -9m0 ZJr
ZZ
�
�n
M
m70Dm=z�pC)
N� z
Z�
m mDmCo70
-DZD C/)-
o
F-
zDzompp
T1
O� —I O
-I� 0r-mE: n 0C�
=D;;uzC0�m��
D Om�� 70� r
z m •0 —
C) Z: --j
D m rl�z Dm�n
—mcg O-IK:z:�
OD(AC]
-11 Z m Z
of m n --1 z Z r p D
o
�n�7OMo�)rrl
F -
0m --i F- M�D;;u=zc./);C�
-0 D m p
- D Z D CC/) 70
70 co
D Z O m p
Q O
SS tS,
- �-*7�Z
F�
---8
� I
0
tet' F�<
m ,m.
Jot
0 40
=�< '
� W
fe 7f
cn W
m I Iz1
o m
D
N � I�I W
C
-n I
m
m
X
ZI
I �
co
D
I I
o ON
0
AD—
� I
C, / D
0
-0086—
I
R
y
Ln \ ��
TC -PSL /— 882-
O
�•
.f
Z
%% ""o1
0 : Wcn
n %%%%°,
'fill
0)
0
-I� 0r-mE: n 0C�
=D;;uzC0�m��
D Om�� 70� r
z m •0 —
C) Z: --j
D m rl�z Dm�n
—mcg O-IK:z:�
OD(AC]
-11 Z m Z
of m n --1 z Z r p D
o
�n�7OMo�)rrl
F -
0m --i F- M�D;;u=zc./);C�
-0 D m p
- D Z D CC/) 70
70 co
D Z O m p
Q O
SS tS,
- �-*7�Z
F�
---8
� I
0
tet' F�<
m ,m.
Jot
0 40
=�< '
� W
fe 7f
cn W
m I Iz1
o m
D
N � I�I W
C
-n I
m
m
X
ZI
I �
co
D
I I
o ON
0
AD—
� I
C, / D
0
-0086—
I
R
y
Ln \ ��
TC -PSL /— 882-

-u �a 0 0
m m D m
O < —i D
m
m m ::E
C) z
Z � �
0
� J D
m
co CO
0
O
nm
m -4
mr
Z,> m
.,�t >
-M
Zcm
O
AZA y
� ;a
OmtrJ d
zx� m
N
J
0
z
w z
0
OJ
ry
o
(n (n �
v
�0 o;:�
c
o�
MMS
rn
C4
mmr
> >z
GO
o
w G7 o (D
o �rn
a) a:)
cc-
a,
��
-q -9
m m>
C,4
J 00
O
Z7Z7n
CA (D N � 0O
C)
-1
NN
00
o(D0
0
r
;o
II
D
II
m
70
m
�
C)
0
=
N
Z
OZ
e+
N
O
Z
z
m
m
N
M
<
G7
m
II
G7
m
m
G7
m
m
D
D
�
�
Z
Om
G7
z
U)
cyl
�I
D
�I
�7
�
D
w z
0
ry
o
(n (n �
-0 C) 0 (A C)
O
�0 o;:�
��m
o�
MMS
rn
mmr
> >z
IT tzi
.. 0
o
w G7 o (D
o �rn
a) a:)
cc-
a,
��
-q -9
m m>
C,4
J 00
O
Z7Z7n
CA (D N � 0O
-1
NN
00
o(D0
zz
r
;o
II
o
mm
m
N -'
m
Z
M
e+
N
O
U)
Ti