20020677 Ver 2_401 Application_20130807

Dewberry
August 5, 2013
Ms. Karen Higgins
Wetlands, Buffer, and Stormwater —
Compliance & Permitting Unit
NC Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Reference: City of Raleigh
0 a- 061-11) 3-
Dewberry Engineers Inc.
2301 Rexwoods Drive, Suite 200
Raleigh, NC 27607 -3366
919.881.9939
919.881.9923 fax
www.deewberrycom
Clear Brook Drive Bank Stabilization
Buffer Permit Application
Dewberry Project No. 50047595 ►��J
Dear Ms. Higgins: at
Enclosed are five copies of a Pre - Construction Notification (PCN) Permit Application Package for the City
of Raleigh Clerestory Place Bank Stabilization project. For your review we have enclosed five copies of the
PCN Application Form, Attachment A — Additional Information, USGS Quadrangle Map, site photos,
bank stabilization detail, pump around detail, coffer dam detail, and the $240.0o application fee.
The project titled "Clear Brook Drive Bank Stabilization" consists of stabilizing a stream bank in three
locations along an Unnamed Tributary to Mine Creek. The first location requires bank stabilization to
protect a manhole that has become threatened by erosion. The second location requires bank stabilization
as erosion has threatened a homeowner's property. Finally, the third location requires the stabilization of
stream bank around a manhole that has become threatened due to erosion. This activity will occur in a
sanitary sewer easement that has not been maintained in the last 10 years.
The construction described in this permit application will result in approximately 9,630 square feet of
Zone 1 and approximately 3,26o square feet of Zone 2 buffer impacts within an unmaintained utility
easement and 90 linear feet of stream disturbance.
Please contact me with any questions regarding this permit application.
Sincerely,
Dewberry Engineers Inc.
X73,.* Ce
Mary T. Brice, P.E., LEED AP
Project Engineer
Enclosures
CC: Sammy Locklear, Public Utilities
P:\50022492 \Adm \Permits \C1ear Brook Dr \2013 07 12- DWQ Cover Letter.docx
AUG - ? 2013

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Office Use Only:
Corps action ID no
DWQ project no.
Form Version 14 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps:
❑ Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
p Yes ❑ No
For the record only for Corps Permit:
Yes ❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes Q No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2. Project Information
2a. Name of project:
Clear Brook Drive Bank Stabilization
2b. County:
Wake
2c. Nearest municipality / town:
Raleigh
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
City of Raleigh (Public Utilities Department)
3d. Street address:
3324 Lake Woodard Drive
3e. City, state, zip:
Raleigh, NC 27604
3f. Telephone no.:
919 - 996 -4540
3g. Fax no.:
919 - 857 -4545
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Mary T. Brice
5b. Business name
(if applicable):
Dewberry & Davis, Inc. (Dewberry)
5c. Street address:
2301 Rexwoods Drive Suite 200
5d. City, state, zip:
Raleigh, NC 27607
5e. Telephone no.:
919 -424 -3704
5f. Fax no.:
919 - 881 -9923
5g. Email address:
mbdce @dewberry.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
11707783429 000
1b. Site coordinates (in decimal degrees):
I Latitude: 35.8888 Longitude: - 78.6355
1c. Property size:
acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Mine Creek
2b. Water Quality Classification of nearest receiving water:
I QNSW
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Project site is in existing sanitary sewer easement and right -of way that has not been maintained in the last 10 years. Streambank erosion is
threatening integrity of manholes and sanitary sewer gravity mains in two locations and a homeowner's property at one other location. Land use in the
vicinity of the project is residential.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
To protect the sanitary sewer and Manholes from further erosion of the stream bank.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attachment A
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency /Consultant Company:
I Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries Q Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes /No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary m
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Stabilization
UT to Mine Creek
INT
DWQ
6
30
S2 P
Stabilization
UT to Mine Creek
INT
DWQ
6
40
S3 P
Stabilization
UT to Mine Creek
INT
DWQ
6
20
S4 -
Choose one
-
S5 -
Choose one
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
90
3i. Comments:
Stabilize stream to protect manhole and exposed sewer line that run parallel to UT to Perry Creek in an easement that has not been maintained in the
last 10 years.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet
6g.
Zone 2
impact
(square
feet
B1 P
Bank Stabilization
Unnamed Tributary to Mine Creek
No
7,530
1,860
B2 P
Bank Stabilization
Unnamed Tributary to Mine Creek
No
1,200
800
B3 P
Bank Stabilization
Unnamed Tributary to Mine Creek
No
900
600
B4 -
Yes/No
B5 -
Yes /No
B6 -
Yes/No
6h. Total Buffer Impacts:
9,630
3,260
6i. Comments: Easement has not been maintained in the last 10 years
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The placement of rip -rap will not intrude into the stream, a dumptruck will deliver the rip-rap and, if necessary, a backhoe may further place the rip-rap
into specific areas. A pump- around or coffer dam will be used during stream stabilization to ensure all work occurs in the dry.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Contractor will minimize impacts to area by confining work area to minimal extents possible and using erosion control devices. A pump - around or
coffer dam will be used during stream stabilization to ensure all work occurs in the dry.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes Q No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Work is placement of rip -rap to prevent erosion to streambank There will be no change in flow patterns.
❑ Yes Q No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
Disturbed area will be less than 1 acre
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
City of Raleigh
❑ Phase II
❑ NSW
3b. Which of the following locally- implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑X Other: Not Required
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006 -246
[]Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached.
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state/local) funds or the
0 Yes ❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes Q No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes Q No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No wastewater will be generated during this project.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FEMA FIRM Map # 3720170700J Effective May 2, 2006
Perry James, Interim City Manager
City of Raleigh
Post Office Box 590
Raleigh, NC 27602
p nUA ent's Signature
Applicant/Agent's Printed Name
Date
(Agen ' nature valid only if an authorization
letter from the applican t is provided.)
Page 10 of 10

Attachment A —Additional Information
3.3.e. Detailed project description including equipment to be used
Erosion of stream bank threatens the integrity of two manholes and one section of private property at three
different work areas located in a sanitary sewer easement that has not been maintained within the last 10 years.
All work areas occur along an Unnamed Tributary of Mine Creek.
Work Area #1: Approximately 30 LF of stream bank has eroded, threatening a manhole. Construction activity will
consist of placing rip -rap along 30 LF of the south stream bank to prevent further erosion in this area and replicate
the location of the un- eroded stream bank. Approximately 7,530 square feet of Zone 1 and 1,860 square feet of
Zone 2 buffer will be disturbed to gain access to the work site.
Work Area #2: Approximately 40 LF of stream bank has eroded, threatening a homeowner's property. Construction
activity will be limited to the extents of the sanitary sewer easement on the north side of the stream. Rip rap will
be placed along 40 LF of the south stream bank to prevent further erosion in this area and replicate the location of
the un- eroded stream bank. The work site will be accessed from the existing City of Raleigh Honeycutt Greenway
construction zone plus an additional 1,200 square feet of Zone 1 and 800 square feet of Zone 2 buffer disturbance.
Work Area #3: Approximately 20 LF of stream bank has eroded threatening the integrity of a sanitary sewer
manhole. Construction activity will consist of placing rip -rap along 20 LF of the south stream bank to prevent
further erosion in this area and replicate the location of the un- eroded stream bank. Approximately 900 square
feet of Zone 1 and 600 square feet of Zone 2 buffer will be disturbed to gain access to the work site.
A stream bank stabilization standard detail is attached. Conventional construction equipment (hydraulic
excavators and dumptrucks) will be used. The buffer disturbances will be seeded and mulched.

_k
.1

Figure 1: Work Area #1. Facing South. Stream bank has eroded
threatening the manhole. Project site is located on a sanitary sewer
easement that has not been maintained within the last 10 years.
Figure 3: Work Area #3. Facing South. Stream bank has
eroded threatening the manhole. Project site is located
on a sanitary sewer easement that has not been
maintained within the last 10 years.
Figure 2: Work Area #2. Facing South. Stream bank has
eroded threatening the fence line of a private property.
Construction activity will occur from the opposite stream
bank within the sanitary sewer easement. The sanitary
sewer easement has not been maintained within the last 10
years.
Clear Brook Drive

FLOW A FLOW
it f�
WORK AREA
LENGTH NOT TO EXCEED
THAT WHICH CAN BE
COMPLETED IN ONE DAY
NOTES:
• CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
WORK IN THE DRY.
• PUMPING MAY BE REQUIRED TO KEEP WORK
AREA DEWATERED
• ENCROACHMENT INTO WATERCOURSE SHOULD BE
MINIMIZED
• COFFERDAM SHALL BE REMOVED WHEN WORK IS
COMPLETE AND SHALL NOT BE LEFT
UNATTENDED FOR ANY 24 HOUR PERIOD
SECTION A -A
CROSS SECTION OF SANDBAG COFFERDAM
TEMPORARY SANDBAG COFFERDAM
NOT TO SCALE
DATE I TITLE
02/15/2013
50022492
TEMPORARY SANDBAG COFFERDAM
TYPICAL DETAIL
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Dewberry Engineers, Inc.
23D1 REXWOODS DRIVE
SLATE 200
RALEIGH NC27007
PHONE [phone]CI9
FAX [phone]
DATE I TITLE
02/15/2013
50022492
TEMPORARY SANDBAG COFFERDAM
TYPICAL DETAIL
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18
16
14
12
10
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APPROXIMATE EXISTING GROUND
TIE TO GRADE -�
20
18
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NOTES
4STALL BLACK
D• •��D
WILLOW OR
LIVE
,
2. BOULDERS 3 -4 FEET IN DIAMETER IN LOWER 1/2 AND
1 -2 FEET DIAMETER IN UPPER 1/2.
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CROSS SECTION DETAIL
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NOTES
1. UPPER 1/3 OF BANK TO HAVE SOIL FILLED VOIDS
IN BOULDERS FOR WILLOW LIVE STAK
2. BOULDERS 3 -4 FEET IN DIAMETER IN LOWER 1/2 AND
1 -2 FEET DIAMETER IN UPPER 1/2.
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CROSS SECTION DETAIL
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TO CHECK DAM
APPROVDED DEWATERING
DEVICE PROVIDE POSITIVE
DRAINAGE TO STREAM
FLOW
­99�
SEDIMENT DIKE
PUMPS SHOULD DISCHARGE
ONTO A STABLE VELOCITY
DISSIPATOR MADE OF RIP RAP
OR SANDBAGS
STREAM DIVERSION PUMPS — SIZE
FOR 2 YEAR STORM (63 CFS FOR
LIONS PARK) CONTRACTOR SHALL
E HOSES PROVIDE.
P INTAKE HOSE
P DEWATERING PUMP
NTAKE HOSE
CLEAN WATER DIKE
WORK AREA —
LENGTH NOT TO EXCEED
THAT WHICH CAN BE
COMPLETED IN ONE DAY
FLOW
PLAN VIEW
NOTES
1. ALL PUMP AROUND EQUIPMENT
SHALL BE PLACED IN A DRY IMPERVIOUS SHEETING
AREA.
BASE FLOW + 1 FOOT
2 FILTER BAGS OR OTHER WORK AREA (2 FOOT MIN)
APPROVED DEWATERING DEVICE TviiA �� AV�� / �V
SHALL BE INSPECTED WEEKLY
AND AFTER EVERY RAINFALL
EVENT 1/2" AND GREATER. SECTION A-A
3 REMOVE SEDIMENT AS NEEDED CROSS SECTION OF SANDBAG DIKE
TEMPORARY PUMP AROUND
NJ S
SUMP —HOLE OR POOL
(12" to 18" DEEP 2' DIA )
a., DewberryTITLE SHEET NO.
• 08/05/2013 STANDARD DETAIL
'9' Dewberry Engineers, lno. TEMPORARY PUMP AROUND S K -3
2101 ROMOoos DRIVE PROJ. NO.
SUITE z8D
RALEIGH 619=°' 50022492
9,999,99
FAX [phone]
NHS I F0929