SW8091204_Historical File_20150427

MW
RIMA
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NCDIR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 27, 2015
Ann Hardy, County Manager
Brunswick County
P.O. Box 249
Bolivia, NC 28422
Subject: State Stormwater Management Permit No. SW8 091204
Northwest Water Treatment Plant Phase 2 Improvements
Low Density Project
Brunswick County
Dear Hardy:
Donald van der Vaart
Secretary
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ will
remain in older stormwater permits issued prior to August 1, 2013 until they are modified. Please note that this
letter (permit) references DEMLR as the Division responsible for issuance of the permit.
The Wilmington Regional Office received a complete, modified Stormwater Management Permit Application for
Northwest Water Treatment Plant Phase 2 Improvements on April 22, 2015. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth
in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 091204, dated
April 27, 2015, for the construction of the built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, and does not supersede any other agency permit that may be required. Please pay
special attention to the conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, certification of the project, procedures for changing ownership, and transferring
the permit. Failure to establish an adequate system for operation and maintenance of the stormwater management
system, to record deed restrictions, to certify the project or to transfer the permit in a timely manner, will result in
future compliance problems.
The following modifications are included and covered by this permit:
Stormwater runoff from the new built -upon area (BUA) on this project and some runoff from the old BUA are
being rbuted along vegetated swales, and the old drop inlets in the road are being removed because they are no
longer needed.
If the property for this project has been/will be sold or legally transferred to another entity OR, the project or
permit holder has changed its name and/or mailing address, it is your responsibility as the permittee to submit a
completed and signed Name/Ownership change form to DEMLR at least 30 calendar days prior to making the
changes. These forms are available on our website at: biip:H,portal.ncdenr.org/web/Ir/state-stormwater-
forms does.
Division of Enprgy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-72151 Fax: [phone]

Ms. Ann Hardy
April27, 2015 f.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes. Per NCGS 143-215(e) the
petition must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714
Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Steve Pusey at
[phone].
Sin rely,
scz�
For Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/sgp: G:1WQ1SharedlStormwaterlPermits & Projects\20091091204 LD\2015 04 permit 091204
cc: Randall Plummer, PE, Project Manager - HDR
Brunswick County Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 091204
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Brunswick County
Northwest Water Treatment Plant Phase 2 Improvements
3954 Clearwel/ Drive, Leland, Brunswick County
FOR THE
construction, operation and maintenance of a 24% low density project in compliance with the
provisions of Session Law 2008-211 and Title 15A NCAC 2H .1000 (hereafter collectively and
separately referred to as the "stormwater rules') and the approved stormwater management plans
and specifications, and other supporting data as attached and on file with and approved by the
Divisions and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specific conditions and limitations:
I. DESIGN STANDARDS
The overall tract built -upon area percentage for the project must be maintained at 24% per
the requirements of the stormwater rules. The total amount of impervious area associated
with this development is 414,770 square feet; of which 147,126 square feet is excluded
because it was built prior to 1988. Therefore, this permit covers the construction of a total of
267,644 square feet of built -upon area (BUA), which includes 6,557 square feet of new
proposed BUA, 200,000 square feet of future BUA allocation, and 61,087 square feet of
existing BUA.
2. The only runoff conveyance systems allowed will be vegetated conveyances such as swales
with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by
the Division.
3. No piping shall be allowed except those minimum amounts necessary to direct runoff
beneath an impervious surface such as a road or under driveways to provide access.
4. The project shall provide and maintain a minimum 50-foot wide vegetative buffer adjacent all
surface waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of each side of streams and rivers and the mean high
water line of tidal waters. All runoff directed into and through the vegetative buffer must flow
through the buffer in a diffuse manner. Roof drains must terminate at the outer edge of the
buffer.
5. Stormwater runoff that is directed to flow through any wetlands shall flow into and through
these wetlands at a non -erosive velocity.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 091204
li. SCHEDULE OF COMPLIANCE
No person shall alter the approved stormwater management system or fill in, alter, or pipe
any drainage feature (such as swales) shown on the approved plans as part of the
stormwater management system, except for minimum driveway crossings, unless and until
the permittee submits a modification to the permit and receives approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
project does not exceed the maximum allowed by this permit.
3. Swales, vegetated areas and other vegetated conveyances shall be constructed in their
entirety, vegetated, and operational for their intended use prior to the construction of any
built -upon surface, per the approved plans.
4. During construction, erosion shall be kept to a minimum and any eroded areas of the swales
or other vegetated conveyances will be repaired immediately.
5. The permittee shall at all times provide and perform the operation and maintenance
necessary as listed in the signed Operation and Maintenance Agreement, such that the
permitted stormwater management system functions at its optimum efficiency.
6. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina, driveways, and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
7. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
c. Further subdivision, acquisition or sale of the project area in whole or in part. The
project area is defined as all property owned by the permittee, for which Sedimentation
and Erosion Control Plan approval or a CAMA Major permit was sought.
d. Filling in, piping, or altering any vegetative conveyance shown on the approved plan,
except the minimum driveway crossings.
e. The development of any future area or additional phase(s) noted on the approved
plans.
8. The permittee must certify in writing that the project's stormwater controls, and impervious
surfaces have been constructed within substantial intent of the approved plans and
specifications. Any deviation from the approved plans must be noted on the Certification.
The permittee shall submit the Certification to the Division within 30 days of completion of
the project.
9. The permittee shall submit all information requested by the Director or his representative
within the time frame specified in the written information- request.
10. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification
in writing to the Director that the changes have been made.
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 091204
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by
the Director. A request to transfer the permit will be considered on its merits and may or may
not be approved. The permittee shall complete, sign and submit a Name/Ownership Change
Form available online. The Name/Ownership Change Form must be accompanied by the
supporting documentation as listed on the form and must be submitted to the appropriate
Regional Office of the Division at least 60 days prior to any one or more of the following
events:
a. The sale or conveyance of the project area in whole or in part;
b. The dissolution of the corporate entity, LLC, or General Partnership;
c. Bankruptcy and/or foreclosure proceedings;
d. A name change of the permittee;
e. A name change of the project;
f. A mailing address change of the permittee.
2. The Permittee is responsible for compliance with all the terms and conditions of this permit
until such time as the Division approves the permit transfer in writing. Neither the sale of the
project area, in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement procedures by the Division, in accordance with North Carolina
General Statutes 143-215.6A to 143-215.6C.
4. The permit issued shall continue in force and effect until revoked or terminated.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and re -issuance, or termination does not stay
any permit condition.
6. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by
the laws, rules, and regulations contained in Title 15A of the North Carolina Administrative
Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al.
7. The issuance of this permit does not preclude the Permittee from complying with and
obtaining any and all other permits or approvals that are required in order for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which may be imposed by any other Local, State or Federal government agency having
jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
8. Any person or entity found to be in noncompliance with the provisions of this stormwater
permit or the requirements of the stormwater rules under 15A NCAC 02H.1000 as amended
under Session Law 2008-211, is subject to enforcement procedures as set forth in N.C.G.S.
143, Article 21.
9. Approved plans, application, supplements, operation & maintenance agreements and
specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit. A copy of this permit, application, supplements, the
operation and maintenance agreements, and the approved plans and specifications shall be
maintained on file by the Permittee at all times.
10. The Permittee grants permission to DENR Staff to enter the property during normal business
hours for the purposes of inspecting the stormwater control system and its components.
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 091204
11. Unless specified elsewhere, permanent seeding requirements for the swales must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and
Design Manual.
Permit modified and reissued this the 27th day of April, 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
AT4-------- — �--------
Dracy Davrector
ivision of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6of6

s
Table of Contents
Swale Calculations
For
Northwest Water Treatment Plant Phase 2 Improvements
Stormwater Swale Calculations
Item
Table of Contents
Page
1 _
Design Approach 2
Design Input 3
Rainfall Intensity -Duration Table 4
Swale Liner Selection Table g
Swale Design and Liner Selection 6
Erosion Control Model5.xls 1 Print Date 3/5/2015

Design Approach
There are two ditches/swales that are affected by the work on this project. One was
created at the storm pipe inlet that is being eliminated. Swale A was designed to carry
that flow. The other swale occurs at the end of the headwall North of the new HSPS
building. Swale B was designed to carry the runoff in this drainage area.
2

0
0
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u3 a
and
s
- O Lei
.
W
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✓ C .S 4
E
p ,�
g U W
wow z a z
QE per_, v
q u m A> A C
3 3 3 3 3 3 3
en

Rainfall Intensity
Project: Northwest Water Treatment Plant Phase 2 Improvements Computed: R.Plummer, P4 26-Feb-2015
Subject: StormWater Swale Calculations Checked Date
Task: Regulatory Review
Design Storm Used: 10
Qp (cfs) = CIA
Qp (cfs) = Peak Flow
C = Runoff Coefficient
I (in/hr) = Intensity for Design Storm
A (acres) = Drainage Area
Land Use Agricultural
Runoff Coefficient = 0.9
Soil Groun = A
Sheet
ARI
Precipitation
Intensity Duration
Te
1
2
5
10
25
50.00
100
5
6.52
7.75
8.96
10.02
11.28
-
-
10
5.21
6.2
7.18
8.02
8.99
-
-
15
4.34
5.2
6.06
6.76
7.6
-
-
30
2.97
3.59
4.3
4.9
5.63
-
-
60
1.85
2.25
2.761
3.191
3.75
-
-
120
1.11
1.35
1.7
2
2.42
- 1-
Calculate Time of Concentration, (tj
Hydraulic length of watershed, (ft) = L
Elevation change along length, (ft) = H
Time of Concentration, (min) = tc
Normal Depth Procedure
AR2i3 = Qn/1.49s0.5
Z,= Qn/1.49s"
Z ,= AR21
Z. = Z.q
Area (A) = bd+z(d^2)
R = Area/(b+2d((z^2)+1)^.5)
Q=CIA
tc= W/HiO.3"/128
Erosion. Control Model5.xls 4 Print Date 3/5/2015

Swale Liner Selection Table
'roject: Northwest Water Treatment Plant Phase 2 Improvements Computed: R.Plummer, PE 26-Feb-2015
lubject: Stormwater Swale Calculations Checked Date
ask: Regulatory Review Sheet Of
Criteria for Swale Liner Selection
Reference Manning's n
Code for depths of 0.5-2.0 Shear Stress
Liner Type Liner Descrintion (FT) VD (FPS) (PCF)
A
Jute Net (HEC-15)
0.015
2.0
0.45
-•+r-
Grass
B
Fine Sand
0.020
2.5
2.0
Grass
C
Grass Lined _
0.030
5.0
2.0
Grass
D
Erosion Control Blanket Single Net, Landlok Sl
0.0246
6.0
2.0
Grass
E
6" Rip Rap at 2H:1 V
0.030
7.7
2.0
Stone
F
9" Rip Rap at 211:1 V
0.032
9.4
3.0
Stone
G
Erosion Control Blanket Double Net, Landlok S2
0.0213
10.0
2.2
Grass
H
12" Rip Rap (Ref 1, _
0.078
12.5
4.0
Stone
I
Erosion Control Blanket Double Net, Landlok C2
0.0183
0.025
15.0
18.0
3.00
7.00
Grass
Grass
J
Unvegetated Turf Reinforcement Mat, Landlok TRM 450
K
Vegetated Turf Reinforcement Mat, Landlok TRM 450
0.03
18.0
7.00
Grass
L
Concrete (HEC-15, EPA 832-F-99-002)
0.013
25.0
10.0
Stone
Selected Swale Linn¢
Bottom Vegetation
Swale ID Width (FT) Type Liner Description Vp Wm) Shear Stress (PSF)
A 1.5 Grass Grass Lined 1.94 0.53
B 1 Grass lGrass-Lined 1.06 0.41
Erosion Control Model5.xls 5 Print Date 3/5/2015

Swale A
Project:
Northwest Water Treatment Plant Phase 2 Improvements
Computed: R.Plummer, PE
26-Feb-2015
Subject:
Stormwater Swale Calculations
Checked
Regulatory Review
Sheet
Swale ID A
Channel Peak Flow Rate
Channel
8.02 (CFS)
Sw Channel Repose (1 V: X :H) 4
Sw Gradient (FT/FT) 0.01
Design Channel Slope (s) = 0.0100 ft fall / foot run
Manning's n = 0.030
Sw Bottom Width (FT) (PLAN) 1.5
Freeboard (Fr) (DESIGN) 0.25
Q10 (cfs) 8
Sw Shape Trapezoidal
0.020 Earth
0.030 Grass -lined Swales
0.030 6" Rip Rap
Shear Stress (lb/sf)
Swale ID n Z.11 Depth, d (ft) A (sf) R Z a,;� V (ft/sec) (AVE)
A 0.030 1.61 0.85 4.12 0.49 2.55 1.94 0.53
DeltaZ/ZREQ 58%
Allowable Velocity for Lining Type C 5.00 ft/sec Selection Meets Criteria
Allow Shear Stress for Lining Type C 2.00 lb/sf Selection Meats C.ritrrin
Swale Design and Liner Selection
Construct a channel with the following minimum dimensions:
Channel
Bottom
Minimum
Vegetation or
ID
Width (ft)
Depth (ft)
Stone
Minimal Liner Selection - Check Final Designers Selection
A
1.5
1.10
Grass
Grass Lined
Erosion control Modell xls Print Date 3/5/2015

Swale B
Project:
Northwest Water Treatment Plant Phase 2 Improvements
Computed: R.Plummer, PE
26-Feb-2015
Subject:
Stormwater Swale Calculations
Checked
Regulatory Review
Sheet
Swale ID B
Channel Peak Flow Rate
Channel
5.06 (CFS)
Sw Channel Repose (IV:_X_:H) 2
Sw Gradient (FT/FT) 0.005
Design Channel Slope (s) = 0.0050 ft fall / foot run
Manning's n 0.030
Sw Bottom Width (FT) (PLAN) 1
Freeboard (FT) (DESIGN) 0.25
Q10 (cis) 5
Sw Shape Trapezoidal
0.020
Earth
0.030
Grass -lined Swales
0.030
6" Rip Rap
Shear Stress (lb/sf)
Swale ID n Z,.q Depth, d (ft) A (sf) R Z V WSW) (AVE)
B 0.030 1.44 1.32 4.77 0.69 3.74 1.06 0.41
DeltaZ/ZM 160%
Allowable Velocity for Lining Type C 5.00 ft/sec Selection Meets Criteria
Allow Shear Stress for Linina Tvne r 2 nn 1111af eot.,..t:..,. aa.-*.
Swale Design and Liner Selection
Construct a channel with the following minimum dimensions:
Channel
Bottom
Minimum
Vegetation or
El)
Width (ft)
Depth (it)
Stone
Minimal Liner Selection - Check Final Designers Selection
B
1
1.57
Grass
Grass Lined
Erosion Control Model5.x1s % Print Date 3/5/2015

uaieuiations
ES
N� T;F

Northwest Water Treatment Plant Phase 2 Improvements
Parcel Impervious Area
Summary
acres
sq. ft.
Total Parcel Area
200.00
8,712,000
Open Waters
1.90
82,764
New Impervious
0.15
6,557
Impervious Previously Permitted
1.40
61,087
Impervious Pre-Stormwater Regulation
3.38
147,126
Open Tanks
1.86
81,039
Total Impervious Area
4.93
214,770
Future Impervious Area
4.59
200,000
Total Plus Future Impervious Area
9.52
414,770 .
Total Plus Future Impervious Area Permitted
6.14
267,644
,
Percent Impervious Permitted
3.10%
Detail
New Impervious
sq.ft.
High Service Pump Station
2,956
New Drive
1,774
Sidewalks
500
Administration Building
1,077
Other (Vaults/PS)
250
Impervious Prediousiy Permitted
sq. ft.
Clearwell 1
51,071
Chemical and Meter Vault
1,025
Chemical and Storage Building 2
1,800
Chemical Storage Sidewalk
597
Chemical Storage Driveway
693
Chemical Storage Parking
643
Other on -site
5,258
Impervious Pre-Stormwater Regulation
sq. ft.
Clearwell 2
31,468
Control Building and Chemical Rooms
8,557
Chemical Storage Building 1
2,009
Closed Tank
348
Closed Tank
213
Polymer Building
465
Maintenance Building
1,547
Cell Phone Tower
147
Sludge Pumps
393
Sludge Loading Area
1,628
Recycle Pumps
260
Driveways and Parking
97,683
Gravel Parking
787
Gravel Container Storage
405
Sidewalk
1,216
Open Tanks/Pits
sq. ft.
Clarifiers
24,352
Chemical Spill Holding Lagoon
4,744
Slude Equalization Basin (Residuals)
32,501
Western Sludge Drying Bed
6,751
Eastern Sludge Drying Bed
6,620
Sludge Thickener
6,071
Does not include Open Tanks

I��
. i
I r , V �1► � � it �; li ! � j r
if i
!I _ , '.\ /ice. •..', \`
j SI �aw
RESIDUALS
_ F�ENE�;6UTLET - S SILT FENCE OUTLET � ,
- II PUMP STATION f"V, - -
r. `.
-
_ SILT FEND
'ROCK PIPE !
INLET PROTECTION
:Fn 'CHLORINE FEED VAULT Z\'S ,riri.0.
HIGH SERVICE PUMP
STATION (HSPS
!I..
If !
BOLLARD OF 4
JI I ! ':T•, ui i' , REMOVE INLETSOZ
11 n: klim
-- f I i I� ! L i I 1 R- ' CHLORINE FEED VAULT 1 ! 1
• -- fl- - --- _ 1 _. _ - - � ! - _ I _�--'--T I ! ! � r'-' -_-.:_-�-��_` , _ _. T_--��' ` .• _ � If � INSTALL CURB OUTLET O4
�% ! 'ii f VENTURI FLOW
METER VAULT
-•}� _ NEW ASPHALT DRIVE
----
,- it II 1 I r EM ISTING STORK DRAIN
j INLET SEDIMENT -��: -:� ` j1 !! S
I PROTECTION (TYP)
! I - _ i ! �`• s f ! - ' i- � . 1 1 I 11- �I-^, I�- it .
Ufo
TBM PK
ELEV = 54.26 ! i
N 202269.1 m i 1
E 2269624.27
LOD
f n 'iOb �u if '
if
! CONTRACTOR STAGING AREA ;� !
HDR Engkmft Inc,
o16ha CalWlw
1760 2 Chandler Lam
Sunset Beach NC 26469
91OZ75AM
11__Ta. Uonue Iimhar F0118
PROJECTNIMAGER
E. WILLIAMS. P.E-
DESIGN EMDTL
R. PLUMMER, PE
DEBI:N ENGIL
C. CROTWELL, PE
Q.C.
P. D'ADAMO. PE
DRAWN BY
S. HANCOCK
B 03/2015 REGULATORY REVIEW
A 01/2015 9OX DELIVERABLE
ISSUE DATE DESCRW7=
PROJECT NUMBER
233267
a1N CAROB
SEF /
12g34 IT5
c FNslxr.E�r 5 S�y
IOffS:
PROVIDE MINIMUM 1.0% CROSS SLOPE ON
DRIVE.
PROVIDE INLET SEDIMENT PROTECTION
UNTIL THESE INLETS ARE REMOVED.
AFTER STORM DRAIN IS REMOVED, BRICK
OPENING IN BOX.
INSTALL CONCRETE OUTLET. INSTALL SWALE C
FROM OUTLET TO EXISTING SWALE AT 1.OX
SLOPE. INSTALL ROLLED EROSION CONTROL
PRODUCT ALONG NEW SWALE. SEE DETAIL
9, SHEET 9913-01.
NOTES,
1. ANY SITE GRADING OR EROSION CONTROL
ITEMS NOT OTHERWISE PROVIDED FOR IN
THE BID FORM ARE TO BE INCLUDED IN
THE BASE BID FOR THE HIGH SERVICE
PUMP STATION.
Or OEW MP"Vt4uS kfkEh
iIIImiiir T'gulot sO ! h gml fl-rD
SHADED AREA REPRESENTS LIMITS
! OF ASPHALT AND CURB
REPLACEMENT.
i
NORTHWEST W-fiMATMENT PLANT
PHASES V'iMENTS
1�_'�o9t a6V�
BRUNSWICK COUNTY
NORTH CAROUNA
ECEIVE
MAR o 6 2015
BY:—_
SITE GRADING AND EROSION CONTROL PLAN
0 1• 2• N •NAME O1C-02.dwg SHEET ,
SCALE 1 • = 5W_O• 01 C-02
IC
A

I
Property Deed

I
[J
STATE OF NORTH CAROLINA son 489 FAh: 729
COUNTY OF BRUNSWICK
THIS WARRANTY DEED, Made and entered into this the 31st
day of December, 1981, by and between ADDIE W. BUTLER (Widow) of
Brunswick County, North Carolina, hereinafter referred to as the
party of the first part; and BRUNSWICK COUNTY, a body politic and
subdivision of the State of North Carolina, hereinafter referred
to as the party of the second part;
W I T N E S S E T 11 :
THAT for and in consideration of the sum of FIVE HUNDRED
THOUSAND ($500,000) DOLLARS and other valuable considerations, in
hand paid by the said party of the second part, the receipt of.
which is hereby acknowledged, the said party of the first part,
Grantor, has bargained and sold, and by these presents does hereby
give, grant, bargain, sell and convey unto the party of the second
part, Grantee, in lee simple, SUBJECT HOWEVER, to the terms and
conditions hereinafter set forth, all that certain tract or parcel
of land located in Northwest Township, Brunswick County, North
Carolina, and more particularly described as follows:
0.1 M
BEGINNING at an iron pipe in the eastern
=tsl •in .._�z
right-of-way line of a proposed entrance road
to the property, said iron pipe and place and
point of Beginning being from the intersection
h � •�s�-;
of the center lines of SR 1426 and SR 1460,
to "
S 20 degrees 45 minutes O? seconds W. along
`F
the centerline of SR 1460 1198.941 to a pipe in
•_'c�t2
the centerline of SR 1460; Thence, perpendicular
to the centerline of SR 1460, easterly 301 to
w•��
w
a pipe in the eastern right-of-way line of SR
1460; Thence S 4 degrees 19 minutes 12 seconds
E, CH. 374.781 R- 442.221, along the eastern
sight -of -way line of the proposed entrance road
to an iron pipe in the eastern right-of-way line
of the proposed entrance road; Thence, continuing
3
with the eastern right-of-way line of the proposed
entrance road S 29 degrees 23 minutes 30 seconds E
i,
465.051 to the Place and Point of Beginning; Thence
from the Beginning Point, R=1427.11' S 10 degrees 05
minutes E CH. 943.761 to an iron pipe; Thence S
9 degrees 19 minutes 30 seconds W 2978.081 to
an iron pipe in the centerline of the North Carolina
Natural Gas Pipeling Easement; Thence s 73 degrees
07 minutes 47 seconds W 1103.021 to a new iron rod
in the northern right-of-reay line of the railroad
right-of-way; Thence with the northern right-of-way
line of the railroad N 64 degrees 42 minutes 17
ire U..gsby:
seconds W 1538.801 to a point in the intersection
1610XZiR°"N812h Carolina
-
"' Zrw °7H u :? Real Estate —
taG�Wyq ra- �crlr�'faK
—_
5 ,. t
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Book 489 r+l,: "130
of the northern right -of -tray line of the railroad
right -of -tray and the centerline of the run of
Hoods Creek as plotted from the Brunswick County
Tax Department's Tax Map,• Thence, with the centerline
of the run of Hoods Creek northerly, as plotted from
the Brunswick County Tax Department's Tax Map, more
than 3000' to a point in the intersection of the
centerline of the run of Hoods Creek and the boundary
line of the Butler property with the Hoffman property;
Thence, with the Hoffman line, from the centerline
of the run of Hoods Creek N 89 degrees 49 minutes
53 seconds E 20, to a new iron rod in the Hoffman
line; Thence, continuing with the Hoffman line
N 89 degrees 49 minutes 53 seconds E 310.23' to
an existing iron pipe in the Hoffman line; Thence,
leaving the Hoffman line S 1S degrees 55 minutes
15 seconds E 95, to an iron rod; Thence S 36 degrees
10 minutes 15 seconds E 135, to an iron rod; Thence
8 5 degrees 10 minutes 15 seconds E 463' to an iron
rod; Thence S 75 degrees 55 minutes 15 seconds E 165'
to an iron rod; Thence S 4 degrees 56 minutes 30
seconds E 256.67' to an existing iron pipe; Thence
N 86 degrees 02 minutes E 1016.12, to a Bolt; Thence
N 05 degrees 30 minutes 33 seconds W 213.85, to a
new iron pipe and 15 inch Gum; Thence S 59 degrees 46
minutes E 801.411 to a new iron rod in the center of
a light wood stump; Thence N 9 degrees 40 minutes
49 seconds W 684.15' to a new iron rod: Thence N 80
degrees 19 minutes 11 seconds E 177.46 to an iron rod;
Thence N 7 degrees 26 minutes E 117.19' to an.iron rod;
Thence N 11 degrees 17 minutes E 114.10, to an iron
rod; Thence N 29 degrees 23 minutes 30 seconds W
44.93' to an iron rod; Thence S 82 degrees 34 minutes
E 74.96' to the Place and point of BEGINNING.
And containing 200 acres more or less all according
to a survey by G. Douglas Jefferys, RLS dated May &
June, 1981, Updated December, 1981.
This conveyance is made SUBJECT to the following
terms and conditions:
1. The Grantor, party of the first part, reserves
unto herself, her successors, heirs and assigns, the
right to use, with the Grantee, its successors and
assigns, that certain maintenance road proposed to
be constructed by the Grantee along the eastern boundary
of its property hereby conveyed, for ingress and egress
to and from the property conveyed and the property
of the Grantor located on the eastern boundary of the
described property in this conveyance,
21 The Grantor, party of the first part, reserves
unto herself, her successors, heirs and assigns, the
right to enter upon the described property for a
period until and through December, 1983, but no longer,
in older to take and remove all the merchantable timber
Iodated on the property described, SO LONG AS, the
said activity of the Grantor, her agents, successors,
heirs and assigns, in cutting and removing the said
timber does not interfere with, hinder or delay the
construction and operation of the water treatment
plant and its appurtenances, to be constructed and
aerated on the property conveyed.

5oox 489 rha 7J"i
3. The Grantor, party of the first part, reserves
unto herself, her successors, heirs and assigns, the
right of ingress and egress to and from the NCNG gas
pipeline and the railroad located on the property
conveyed, large enough for the movement of tractor -
trailer rigs ano other heavy equipment at such place
on the property as may be mutually agreed to by the
parties hereto.
4. The Grantor, party of the first part, reserves
unto herself, her successors, heirs and assigns, and
specifically does not convey the ASCA tobacco acreage
and poundage allotment assigned to this property to
the Grantee.
TO HAVE AND TO HOLD the aforesaid tract or parcel of
land to its own use and behoof, and that of its successors and
assigns, forever, SUBJECT HOWEVER, only to the foregoing terms and
conditions of this conveyance, in fee simple.
AND the Grantor, party of the first part, covenants
- with the grantee, party of the second part, that the Grantor is
seized of the premises in fee simple, has the right to convey the
same in fee zimp:e, that title is marketable and free and clear of
all encumbrances, and that Grantor will warrant and defend the title
El
against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, the Grantor has hereunto set her
band and seal, this, the day and year first above written.
Addie W. Butler
rM

STATE OF NORTH CAROLINA BOOK 499 ► t, 7j;e
COUNTY OF BRUNSWICK
I, 16Ary T SL W , a Notary Public
do hereby certify that ADDIE W. BUTLER personally appeared before
me this date and acknowledged the due execution of the foregoing
instrument for the purposes therein set forth.
WITNESS, My Hand and Notarial Seal, this the 71 &+day
of iv
AOi aita1*�
iNOT6ry PUDLU
ORYtl
( SEAL) ••',h fj••.• .ti Z'c;
lly commission expires: Cr` �'���� •S'
�C
MY �'n.Tiissian FraFres Itgv. 74, i Y....�x C011�t�
STATE OF NORTH CAROLINA. Brunswick County
The ForegoingCerrifrate(s) of ___ Kathryn J. Suggs. Notary Public
(is)(ate) eenifitd to be conea.
Recorded this Sth day or January i9 mat 1.59 -**clock- P-._AI. fd
Ruben J. Robinson. Register of Deeds
�e,44 I -

USGS
And
Project Map

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Northwest Water Treatment Plant Phase 2 Improvements
Summary of Impervious Area Changes and Flow Paths

Casmer, Jo
From: Casmer, Jo
Sent: Thursday, April 30, 2015 2:34 PM
To: 'Randall.PlummerChdrinc.com'
Subject: Northwest Water Treatment Plant Phase 2 Improvements
Attachments: SW8 091204.pdf
Randy: Copy of signed/issued permit attached as requested.
fo Casmer
Administrative Assistant for DEMLR/Stonrwater Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email aoffespondence to and from this addmss may be subject to the North Carolina Public Recor& Law and may be disdosed to Mid
paities

I I%N%
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A MAR 0 6 205
BY-

Table of Contents
Tableof Contents.......................................................................................................................1
1.0 Project Description...........................................................................................................2
1.1 Overview......................................................................................................................2
1.2 Existing Site Description ..... :......................................................................................... 2
1.3 Project Description........................................................................................................3
1.4 Proposed Stormwater Conveyance and Treatment.......................................................4
E

1.0 Project Description
1.1 Overview
Brunswick County is located in the eastern part of North Carolina between North Myrtle Beach,
S.C., and Wilmington, N.C. Highway 17 traverses the county from north to south. Development
in the county is primarily residential and commercial with limited industrial development.
Brunswick County purveys water to over 36,000 retail customers, industries and 11 wholesale
users within the county limits.
Brunswick County owns and operates two potable water plants: the Northwest Water Treatment
Plant (NWWTP) and the 211 Water Treatment Plant (211 WTP). The NWWTP is a conventional
water treatment plant with a design capacity of 24 mgd and receives raw water from the Cape
Fear River via a pumping station at King's Bluff located above Lock and Dam No. 1 on the
Northeast Cape Fear River. The location of the NWWTP is shown in the USGS maps included
in the submittal.
1.2 Existing Site Description
This 200 acre parcel in Brunswick County, NC contains the entirety of the Northwest Water
Treatment Plant facilities. The site is located on Clearwell Drive off of Butler Road, south of Mt.
Misery Road. This parcel is mostly wooded, except for the grassed areas immediately
surrounding the water treatment plant facilities. The existing site contains about 4.78 acres of
impervious surface, including buildings, covered storage tanks, parking and roads. There are
open tanks which account for approximately 1.86 acres of the site and do not result in runoff
during rain events. There. is a single stormwater pipe installed with the original facility built in
1983 which collects runoff primarily from the roadways and some of the buildings. No
stormwwater regulations were in place at the time of the original construction. For the purpose of
permitting the original built upon area (BUA) for the site that remains today is 147,126 square
feet and has been excluded from the total impervious area calculation of the site in regards to
the maximum allowable impervious for the low density calculation. This facility has an existing
Low Density State Stormwater Permit, No. SW8 091204, last revised on November 2011.

1.3 Project Description
The proposed improvements for the Phase II NWWTP Improvements are summarized in
Table 1.
Table 1 - Description of Proposed Project Improvements
System Component
Improvement
1. Filtration System
• Rehabilitate the East and West Filters (eight existing Greenleaf
Improvements
Filter cells) including concrete coating and repair, new underdrains,
new media and replacement of surface sweeps with air scour
including air scour piping and compressor. Air scour improvements
will be included as an alternate bid.
2. Residuals Equalization
• Install solids removal facilities in the bottom of the existing
Basin Improvements
Equalization Basin to aid in solids removal and processing of
residuals.
• Replace the existing sludge pumping station with a new
submersible pumping station to convey settled residuals from the
equalization basin to the gravity thickener.
3. Recycle Pumping
• Replace two existing recycle pumps to provide a recycle capacity
Station Improvements
for a 36-mgd water treatment facility.
4. High Service Pumping O Construct a new High Service Pumping Station (HSPS) including
Station five pumps with a capacity of 9 mgd and 400-HP motors and one
pump with a capacity of 4.5-mgd and a 200-HP motor. The station
will include an open slot for the addition of a sixth 9 mgd pump.
• Install a new finished water venturi meter associated with the New
HSPS.
° Add ammonia and chlorine feed points associated with new HSPS.
5. Administration Building • Construct an approximate 1,700 square foot expansion of the
Administration Building to provide additional space for offices,
storage, reception area, conference room, and locker room
facilities-
6. Power and Electrical Replace 4,000 amp breaker with new double -ended switchboard
Improvements and provide miscellaneous electrical improvements associated with
process improvements described above.

1.4 Proposed Stormwater Conveyance and Treatment
This site is permitted as low density and therefore no structural BMP's are being proposed.
Following the improvements from this project the site will have approximately 3.1 % of
impervious area subject to the stormwater rules which were promulgated after the initial site was
constructed. This percentage includes incorporating an additional 2QG4Q0 souare feet of future
impervious area. This amount will allow expansion of the facility for future water needs of the
County.
Two catch basins on the entrance road will be removed as part of this project. The flow from
these currently extends through the original storm drain pipe that drained to the west of the
facilities near Hood Creek. The catch basin on the east side will be converted into a curb outlet
directing flow into an existing vegetative swale. This catch basin served about 1 acre of
roadway and grass areas. The resulting velocity in the grass swale is 1.94 feet per second.
This is shown in the Swale Calculations as Swale A in this submittal.
Runoff from the new high service pump station and driveway will be directed to a vegetative
swale. This vegetative swale extends to an existing 18-inch culvert under an access road on
the facility. Based on a 10 year design storm, the flow to this culvert increased from 3.98 cfs
pre -development to 5.06 cfs post -development. The resulting velocity in the vegetative swale is
1.06 feet per second. This is shown in the Swale Calculations as Swala B in this submittal.

F)l
March 5, 2015
Ms. Georgette Scott, Environmental Program Supervisor
NC DENR — Land Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Northwest Water Treatment Plant Improvements — Phase 2
Brunswick County, North Carolina
HDR Project No. 233267
Dear Ms. Scott,
Enclosed is an application package for a Modification of an existing State Stormwater Permit for
your review. The application package consists of the following:
• Application and supporting documentation;
• Two (2) copies of plans; and
• Processing fee of $ 505.00.
Please do not hesitate to contact me should there be any questions.
Sincerely,
HD�'R Engineering Inc. of the Carolinas
"/.� tj
G. Eric Williams, PE
Project Manager
GEW/dph
Enclosures
cc. John Nichols, PE
hdrinc.com 1780 Chan&;,r's lane, Unit 2, Sus;:>ei F.'._.a,ch,-Ni"28460-4336
(910) 575-'BSOO
rJECEIVE
M
� AR 0 61015

Completeness Review Checklist
Project Name: � Received Date:
Project Location: I Accepted Date:
Paperwork Emailed Engineer on:
Supplements) (1 original per BMP) BMP Type(s):
O&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
plication with correct/original'signatures eed
Corp or LLC: Sig. Auth. per SoS or letter ail Address: Design Engineer
05 (within 6mo) Qa<ail Address: Owner
®Soils Report with SHWT Note to Reviewer
a culations (signed/sealed) c``oc
®No obvious errors
Density includes common areas, etc
Deed Restrictions, if subdivided:
& Notarized
Plans �/ C.FNA-K�s-°-
et a ails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
rading
cinity Map
L gend
!infiltration
ils Report
SHWT:
Bottom:
Visited:
(Additional information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Wetlands: Delineated or No Wetlands
rayout (proposed BUA dimensions)
DA Maps ®Project Boundaries
Viet Pond
®Soils Report
SHWT: -
PP:
Proposed:,
Offsite
ElPE Cert for Master
®Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Proposed:
Lot #:
®Lot # Matches Master
Proposed:
sf
sr'

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, March 18, 2015 4:04 PM
To: '[e-mail]; 'eric.williamschdrinc.com'
Subject: Northwest Water Treatment Plant; Stormwater Permit SW8 091204
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Modification Application and $505.00 fee on March 6, 2015. Your project will be
assigned to a staff member and you will be notified if additional information is needed. Please be advised that
the construction of built -upon area may not commence until the Stormwater Permit is issued.
,Jo Calmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone:.[phone]
Fax: [phone]
Email cormspona ence to and from this address may be subject to the North Carolina Pubic Records Law and may be disdosred to third
parties

IrMban .
HDR ENGINEERING, INC 93-4551929 1354730
8404 Indian Hills Drive Hawe, MT 59604-8002
Omaha,8144 Nebraska
68114-049
Date 02/27/2015 PayAmount $505.00**
**FIVE HUNDRED FIVE AND XX / 100 DOLLAR**
NCDEN`R LAND QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405-2945
rff:35473011" 10M9290L,55E,1: L500ao6L,668311.111
Chad Hartnett

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 29405
[phone]
FILE ACCESS RECORD
SECTION •'� r^a �a e° '`
MWATE '' //�Z - 5 �I
NAME
REPRESENnNCr 14
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:00am and 3:00pm. Viewing time ends at 4:45pm. Anyone arriving without an
appointment may view the files to the extent that time and staff supervision is available.
2. You must specify files you want to review by faeflity name. The number of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is $.05 cents. Payment may be made by check, money order, or cash at the
reception desk. Copies totaling $5.00 or more can be invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUNT) THEM Files may not be taken from
the office. To ramove, alter; deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases, large totes, etc. are
permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FAC]LITY NMIE COUNTY
y
2.
3.
4.
gD, gb� R-,#'o F: ys
ignatiy+ and Name of FirmMusiness Dife Time In Time Out
Please attach a business card to this form
COPIES MADE PAID INVOICE
S:Admin.file access

FN
Transmittal
Date: Tuesday, April 21, 2015
Project: Northwest WTP Improvements — Phase 2
HDR Project No. 233267
To: Steve Pusey
NC DENR — State Stormwater
127 Cardinal Drive
Wilmington, NC 28405
From: G. Eric Williams
Subject: Stormwater Permit
I V E
APR 2 2 2015
BY:
We are sending you: ® Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans
❑ Samples ❑ Specifications ❑ Copy of letter
❑ Change Order ❑ Other:
Copies Date Description
1 4/21/2015 Sheet 01C-02 revision of drawing to include swale labels.
These are transmitted as checked below:
® For your approval ❑ Approved as submitted ❑ Resubmit
❑ For your use ❑ Approved as noted ❑ Submit
® As requested ❑ Returned for corrections ❑ Return
❑ For review/comment ❑ Other:
❑ For bids due ❑ Prints returned after loan to us
Remarks:
Copy to: Signed: G. Eric Williams

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph H - Post Construction
(select all that apply) ❑ Non -Coastal SW HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M t Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Northwest Water Treatment Plant Phase 2 Improvements
2. Location of Project (street address):
3954 Clearwell Drive
Cityleland County:Brunswick Zip:28451
3. Directions to project (from nearest major intersection):
From Wilmington: West on Hwy 74, Take right on Mt Misery Road; continue 6 miles; then left on Butler
Road for 0.3 miles: slight left on Clearwell Drive _
4. Latitude:34° 18' 10.335" N Longitude:78° 06' 23.484" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 091204 , its issue date (if known)11/9/11 , and the status of
construction: []Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits ML g
obtained by contacting the Customer Service Center at 1-877-623-6748): MA�1 f
❑LAMA Major ®Sedimentation/Erosion Control: 4.1 ac of Dtbed Area Zp'S
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts ��--
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI. httplportal.ncdenr org/web/1r/rules-and-regulations
RY
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Brunswick County
Signing Official & Title:Ann Hardy, County Manager
b.Contact information for person listed in item la above:
Street Address:30 Government Center Drive
City:Bohvia State:NC Zip:28422
Mailing Address (if applicable):PO Box 249
City:Bolivia State:NC Zip:28422
Phone: 910 ) 253-2016 Fax: 910 _253-2022
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Jnformation, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
City:
State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: Fax: �)
Email:
4. Local jurisdiction for building permits: Brunswick County
Point of Contact:Brunswick County Planning Dept Phone #: (910 ) 253-2025
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater from the new work will be routed along vegetative swales.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 200 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: 1.9 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:198.1 acres
+ Total project area shall be calculated to exclude the following; the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (Nn wl line or Mean High Water
(MW) Hline, and coastal wetlands landward from the NHW (or ZA line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or 114HK) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 3.1 %
9. How many drainage areas does the project have?! (For high density, count 1 for each proposed engineered
stormwater BMR For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basis Ix> x=tion
Drainage Area
Drainage Area
M Area
Receiving Stream Name
Hood Creek
_PtamaArea
Stream Class *
C;Sw
Stream Index Number *
18-66
Total Drainage Area (sf)
8,712,000
On -site Drainage Area (sf)
8,712,000
Off -site Drainage Area (sf)
0
Proposed Impervious Area**(so
267,644
% Impervious Area** total
3.1
Surface Area
Dramage Area 1
Drakisee Area :
Drainage Area
Dramage Area
On -site Buildings/Lots (sf)
4,033
On -site Streets (sf)
1,774
On -site Parking (sf)
0
On -site Sidewalks (sf)
500
Other on -site (sf)
250
Future (sf)
200,000
Off -site (sf)
0
Existing BUA*** (sf)
208,213
Total (sf):
414,770
* Stream Class and Index Number can be determined at: htW.&ortal.itcdenr.or /w�/wq&s/csic%lassifecations
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing B UA that will remain after development. Do not report any existing B UA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhtty://-Dortal.ncdenr.oriz/web/wo/ws/su/bmt)-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htW://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at hftp://12ortal.ncdenr.org/web/wq/ws/su/­maRs.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does.
1. Original and one copy of the stormwater Management Permit Application Form.
IJuitials
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants_
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
/A
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
l�
ht42://www.envhelp.org/12ages/onestol2Mress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor_
the project. This is required in addition to the brief summary provided u-t the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within % mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
_w
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required). / ,
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify NT—
e evations m addition to depths) as well as a map of the bormg locations with the existmg
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 489 Page No: 729
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC N�A
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
h!W://www.secretary.state.nc.us/Corporations/CSearch.asl2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org/web/lr/state-stormwater-
forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holders) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:G. Eric Williams, PE
Consulting Firm:_ HDR Engineering Inc. of the Carolinas
Mailing Address:1780-2 Chandlers Lane
City:Sunset Beach
Phone: (910 ) 575-8800
Email:eric.wilhams®hdrinc.com
State:NC Zip:28468
Fax: (910 ) 575-8801
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature Date:
a Notary Public for the State of
. do hereby certify that
before me this _ day of
County of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT"S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Ann Hardy
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
A
Date: Z f � `lf `J
I, AidrfC - U-) k - 4e— a Notary Public for the State of Iy61141 0010 ) i r'i6L., County of
—2) Y u0s U ) i , do hereby certify that A n n E personally appeared
before me this 'ZZ day of ett and acknowledge the pdu execution of the application for
a stormwater permit. Witness my hand and official seal, U..�-�J
�®�aeeeeeeoaee�ass
G.
neeeeeo••oe •7%III
Po°° oo •• e � 4'I
• o
• � s
Z7 °If co
o e
SEAL
My commission expires b L� 1 b--t / V-o l
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Pusey, Steven
From: Pusey, Steven
Sent: Friday, April 17, 2015 10:17 AM
To: 'Plummer, Randall'
Cc: Williams, Eric
Subject: RE: Northwest Water Treatment Plant Ph. 2 Imp. - Stormwater App
I need to request additional information pertaining to the plans. For clarification, we need to ask that you show and
label the new Stormwater swales A and B on Plan Sheet 01C-02, Site Grading and Erosion Control Plan. Please revise and
resubmit this plan sheet and any other sheets that may be impacted by this change.
Since this is a minor change, please resubmit within two (2) weeks, which is by May 1, 2015. Let me know if you have
any questions.
Best regards,
Steve Pusey
From: Plummer, Randall fmailto:Randall.PlummerOhdrinc.coml
Sent: Thursday, April 16, 2015 4:55 PM
To: Pusey, Steven
Cc: Williams, Eric
Subject: Northwest Water Treatment Plant Ph. 2 Imp. - Stormwater App
Mr. Pusey,
Please see attached, Page 3 of the stormwater application revised for the referenced project with the corrections
discussed this afternoon. Please let me know if you have any further questions.
Thanks,
Randy Plummer, PE
Project Manager
HDR
1780 Chandler's Lane Unit 2
Sunset Beach, NC 28468
O 910.575.8800 F 910.575.8801 M 910.880.9360
[e-mail]
hdrinc.com/follow-us

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JOHN NICHOLS, P.E.
BRUNSWICK COUNTY
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L,IVIA, NC 28422
[phone]
FAX: [phone]
ATE:
9/27/2019
SUBMITTAL:
100%
g� �.. EXISTING WA`1'ER `I' ' `1'MEN `1' r'AC ILI`I'IE IN C L 11 1N Cjw WATER ER UUN V E Y AN CAE EAFID MIXINU9
CLARIFICATION, FILTRATION, DISINFECTION AND RESIDUALSSYSTEMS. TRIEATABILITY UPGRADES IVB,,
ARE DEFINEDY A NEW RSE OSMOSIS FACILITY. ANCILLARY PROCESSES,, BUILDING
MECHANICAL, ELECTRICAL AND AUTOMATIONINFRASTRUCTURE_ A TO UPGRADED-. ECG,$ Ot.
JONATHAN TREADWAY,, P.E. NORTH CAROL IN �ENVI N� T
COMMIeSION
CDM SMITH
. MANAGEMENI
5400 GLENWOODAVENUE, SUITE 400CDM.
RALEIGH, NC 27612
(91) 325-3500
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VISION DESCRIPTION
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"ENGINEER'S CERTIFICATION OF COMPLIANCE _ C COUNTY SPECIFCATIONS AND DETAILS11
I hereby certify that the plans, details, and associated project specifications comply With the latest version, as of this date, of
Brunswick County's Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirm TECH:
y understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnel
DES:
have reviewed and are in agreement with every portion of the plans ..and. specifications that I have submitted. 11 understand that
Brunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with County CHK:
objectives. I understand that it is my full responsibility to ensure than plans and specifications are in full compliance with
°municipal r irem n . also confirm understanding that Count Inspections PROJECT t2.
applicable County,. State, Federal, d other eu e ts_ y y 250459- 32662
are for the sole use of the County and I certify that I will not use, or direct others to use, County inspections for State compliance
purposes or any other purpose."
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NEW SPOT ELEVATION
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PROJECT NO. 250459-232662
SRUNS ICK COUNTY, NC
- :FILE NAME..: G _GN 5
EST WATER TREATMENT PLANT SYMBOLS ..SHEET N0.
ANSION AND UPGRADES G-GN-5
ISSUED FOR BID

NUMBER
ClW
CARBONATED INJECTION WATER
EVAP
EVAPORATOR (ION)
INSUL
INSULATION
P
PROTECTED OR PUMP
RTU
REMOTE THERMAL UNIT
V
VOLTS
&
AND
CJ
CONSTRUCTION JOINT
EXA
EXHAUST AIR
INT
INTERIOR
PA
POLYAMIDE
RU_
REFRIGERATION UNIT
VA
VENT AIR
DIAMETER
CL
CENTER LINE
EXH
EXHAUST AIR
INTR
REVERSE OSMOSIS INTERSTAGE
PAB
PROCESS AERATION BLOWERS
RW
PLANT WATER (PROTECTED) REUSE WATER
VA-H
HYDRAULIC VALVE OPERATOR
(e
Q
AT
CL2
CHLORINE SYSTEM
EXIST, EX
EXISTING
INV
INVERT
PAC
POWDER ACTIVATED CARBON
RW-1
RAW WATER
VA-M
MOTOR VALVE OPERATOR
CL02
CHLORINE DIOXIDE
EXP
EXPANSION
IP
IRON PIPE BOUNDARY
PAG
AIRGAP PROTECTED WATER
VA-P
PNEUMATIC VALVE OPERATOR
A
AIR (COMPRESSED)
CL2G
CHLORINE (GAS)
EXT
EXTERIOR
{PS
INTERNAL PIPE- SIZE
PAVT
PAVEMENT
S
PLANT SEWER (PROCESS AND SANITARY DRAINS)
VA-S
SOLENOID VALVE OPERATOR
A, AMP
AMPERE
CL2S
CHLORINE SOLUTION
EXTD
EXTENDED
IR
IRON ROD BOUNDARY or INTERNAL RECYCLE
PAX
POLY ALUMINUM CHLORIDE
or SIGNAL LINE or STEEL S-SHAPE DESIGNATION
VAC
VACUUM
A/C
CONDITIONING UNIT
CLF
CHAIN LINK FENCE
EY
EPDXY
ISOL
ISOLATOR or ISOLATION
PB
PUSHBUTTON
SA
SUPPLY AIR
VAP
VAPORIZER
AA
AERATION AIR
CLG
CEILING
ISTG
INTERSTAGE
PBAV
PLASTIC BALL VALVE
SAN
SANITARY
VAR
VARIOUS/VARIABLE
AB
ANCHOR BOLT
CLR
CLEAR
F
FILTRATE or FAHRENHEIT
PC
POINT OF CURVE
SAN S
SANITARY SEWER
VAV
VARIABLE AIR VOLUME
ABA
AEROBIC BASIN AERATOR
CLW
CLARIFIED WATER (CLARIFIER EFFLUENT)
f'c
CONCRETE COMPRESSION STRESS
JB
JUNCTION BOX
PCC
POINT OF COMPLEX CURVATURESAS
SODA ASH SOLUTION
VB
VALVE BOX
ABDN
ABANDON
CMP
CORRUGATED METAL PIPE
f'm
MASONRY PRISM STRESS
JCT
JUNCTION
PCCP
PRESTRESSED CONCRETE CYLINDER PIPE
SB
STONE MONUMENT BOUNDARY or SLUDGE BLOWDOWN
VBR
VACUUM BREAKER
AC
AIR CONDITIONING or ALTERNATING CURRENT
CMU
CONCRETE MASONRY UNITS
FAB
FABRICATE (OR, ED)
JT
JOINT
PCF
POUND PER CUBIC FOOT
SBS
SODIUM BISULFITE
VC
VICTAULIC COUPLING
ACCV
AUTOMATIC CONTROL CHECK VALVE
CND
CONDENSATE
FAC
FACILITY or .FLANGED ADAPTOR COUPLING
KO
KNOCKOUT
PCTFE
POLYCHLOROTRIFLUORETHYLENE
SCH
SCHEDULE
VCP
VITRIFIED CLAY PIPE
ACP
ASBESTOS CEMENT PIPE
CNR
CONDENSATE RETURN
FB
FLOOR BOX (BUSHING TYPE)
KSI
KIPS (1000 POUNDS) PER SQUARE INCH
PCV
PRESSURE CONTROL VALVE
SCV
SILENT CHECK VALVE
VID
VOLUME DAMPER
ACU
AIR CONDITIONING UNIT
CNS
CONDENSATE SUPPLY
FBO
FURNISHED BY OTHERS
KTV
KNIFE GATE VALVE
PD
PUMP DISCHARGE
SD
STORM DRAIN
VEL
VELOCITY
15
AD
ACCESS DOOR
CO
CLEAN OUT
FC
FLEX CONNECTION
PE
PLAIN END or PRIMARY EFFLUENT
SDCV
SLANTING DISC CHECK VALVE
VERT
VERTICAL
0
ADDL
ADDITIONAL
CO2
CARBON DIOXIDE
FD
FLOOR DRAIN
L
LENGTH or STRUCTURAL ANGLE DESIGNATION
PERF
PERFORATED
SE
SECONDS or SECONDARY or SECONDARY EFFLUENT
VFD
VARIABLE FREQUENCY DRIVE
o
ADJ
ADJUSTABLE
CO2(G)
CARBON DIOXIDE GAS
FDMPR
FIRE DAMPER
LA
LIGHTNING ARRESTER
PERM
PERMEATE
SEC
SECTION
V!B
VIBRATION
v
ADPT
ADAPTER
CO2(L)
CARBON DIOXIDE LIQUID
FDN
FOUNDATION
LAB
LABORATORY
PFU
POLYMER FEED UNIT
SF
SUPPLY FAN
VIPA
VIRGIN ISOPROPYL ALCOHOL
o
ADWR
AIR DISSOLUTION WATER RETURN
C42(S)
CARBON DIOXIDE SOLUTION
FE
FILTER EFFLUENT or FLOW ELEMENT (METER)
LAM
LAMINATED
LEAVING AIR TEMPERATURE
pH
HYDROGEN ION CONCENTRATION
SFD
WASTEWATER SLUDGE
VNBA
VIRGIN N. BUTYL ACETATE
z
ADWS
AIR DISSOLUTION WATER SUPPLY
COL
COLUMN
FFE
FINISHED FLOOR ELEVATION
LAT
LAV
LAVATORY
PH
PHASE
SFR
SLUDGE RETURN
VOL
VOLUME
o
AFD
ADJUSTABLE FREQUENCY DRIVE
COMB
COMBINATION or COMBUSTION
FH
FIRE HYDRANT
LB
POUND
PHOS
PHOSPHATE
SG
SLUICE GATE
VRV
VACUUM RELIEF VALVE
0
AFF
ABOVE FINISHED FLOOR
COMP
COMPRESSIBLE
FHMS
FLATHEAD MACHINE SCREW
PHW
PROTECTED HOT WATER
SG-C
SLUICE GATE - MANUAL CRANK OPERATOR
VS
VARIABLE SPEED
_
AFG
ABOVE FINISHED GRADE
CON
CONCENTRATE
FHWS
FLATHEAD WOOD SCREW
LBS
POUNDS
PI
POINT OF INTERSECTION or PRESSURE INDICATOR
SG-HW
SLUICE GATE - HAND WHEEL OPERATOR
VSD
VARIABLE SPEED DRIVE
o
AHP
AIR HIGH PRESSURE (>20 PSI)
CONC
CONCRETE
FI
FILTER INFLUENT
LCP
LOCAL CONTROL PANEL
PINF
PRIMARY INFLUENT
SG-M
SLUICE GATE - MOTOR OPERATOR
VT
VENT
AHU
AIR HANDLING UNIT
COND
CONDUCTIVITY
FIG
FIGURE
LF
LINEAL FEET
LONG
PJF
PREMOLDED JOINT FILLER
SHT
SHEET
VTR
VENT THROUGH ROOF
Q
z
Al
ANALOG INPUT
CONN
CONNECTION
FIN
FINISH (ED)
LG
L
LAG BOLT
PL
PROPERTY LINE or PLATE DESIGNATION or PILOT
S{M
SIMILAR
w
AIR —I
INSTRUMENT AIR.
CONST
CONSTRUCTION
FIT
FLOW INDICATING .TRANSMITTER
M
LIME
LIME, DRY
PLC
PROGRAMMABLE LOGIC CONTROLLER
SJ
SOLDERED JOINT
W
WIDTH
�.
a_,AIR—P
PROCESS AIR
CONT
CONTINUOUS
FL
FLOOR or FLUORIDE or FIRE LINE
LIT
LEVEL INDICATING TRANSMITTER
PLP
POLYPHOSPHATE
SL
SLUDGE
W/
WITH
ALP
AIR LOW PRESSURE (<20 PSI)
CORR
CORRUGATED
FLUSH
PERMEATE FLUSH
LL
LIVE LOAD
PLS
LINED STEEL
PLASTIC PLL
SLG
SLIDE GATE
W /O
WITHOUT
w
ALT
ALTERNATE (►NG)
CPLG
COUPLING
FLD
FUSIBLE LINK DAMPER
LLH
LONG LEG HORIZONTAL
PLT
PLANT
SLG-C
SLIDE GATE - MANUAL CRANK OPERATOR
WAP
WALL PIPE
AL, ALUM
ALUMINUM or ALUM
CPOL
CATIONIC POLYMER
FLEX,FLX
FLEXIBLE
LLV
LONG LEG VERTICAL
PLUM
PLUMBING
SLG-HW
SLIDE GATE - HAND WHEEL OPERATOR
WB
WET BULB
ANOD
ANODIZE
CPP
CONCRETE PRESSURE PIPE
FLG
FLANGE (D)
LNDG
LANDING
PLWJ
PLANT WATER
SLG-M
SLIDE GATE - MOTOR
WBW
WASTE- BACKWASH WATER
o
AO
ANALOG OUTPUT
CPVC(SCH 80)
CHLORINATED POLYVINYL CHLORIDE (SCHEDULE 80)
FLR
FLOOR
LOC
LOCATION/LOCATED
PLYWD
PLYWOOD
SLV
SLEEVE
WC
WATER CLOSET
0
-
AP
ACCESS PANEL
CPT
CONTROL POWER TRANSFORMER
FLX
FLEXIBLE
LOD
LIMIT OF DISTURBANCE
PNL
PANEL
SM
STATIC MIXER
WF
STEEL WIDE FLANGE
�
APPROX
APPROXIMATE (LY)
CR
CONTROL RELAY
FM
FORCE MAIN
LONG
LONGITUDINAL
POI-
PUSH ON JOINT
SOJ
SLIP ON JOINT
WH
WATER HEATER
w
AOA
AQUA AMMONIA
CRS
COURSE (S)
FO
FUEL OIL
LP
LOW POINT orLOW PRESSURE orLIGHT POLE
POL
POLYMER
SOL
SP
SOLUTION
STATIC PRESSURE (D)
WJ
WELDED JOINT
Aft
ACID RESISTANT
CS
CONTROL SWITCH
FOB
FLAT ON BOTTOM
LPA
LOW PRESSURE AIR (FROM BLOWERS)
POLD
DRY POLYMER
SPC
orSPACE
SPACE (S. ED)
WL
WATER LEVEL
[I
ARCHITECT.. (ORAL) (LIRE)
C5300
CARBON: STEEL 300
FOC
FIBER ..OPTIC CABLE
LPNL
LIGHTING PANEL
POLYE
POLYETHYLENE
WM
WATER MAIN
-ARCH
Al
ARND
AROUND
CSM
CHLORINE SULPHONILE POLYETHYLENE (HYPALON)
FOR
FUEL OIL RETURN
LPRO
LOW PRESSURE REVERSE OSMOSIS
POLYP
POLYPROPYLENE
SPEC
SPECIFICATION or SPECIFIED
WP
WELDED PIPE arWORKlNG POINT
s
ARV
AIR RELEASE VALVE
CSTG
CASTING
FOS
FUEL OIL SUPPLY
LR
LONG RADIUS
POS
POLYMER SOLUTION
SPG
SPRING
WPF
WEATHERPROOF
o
AS
ACTIVATED SLUDGE or AIR SUPPLY
CT
CURRENT TRANSFORMER
FOT
FLAT ON TOP
LS
LIME SOFTENING or LIME SLURRY
POT
POINT OF TANGENCY
SPL
SAMPLE LINE
WR
WASHWATER RECOVERY
ASPH
ASPHALT
CTG
COATING
FOV
FUEL OIL VENT
LSM
LOW SERVICE MAIN
PP
POWER POLE
SPR
SPRINKLER LINE
WS
WATERSTOP orWATER SURFACE
ASSOC
ASSOCIATION
CTJ
CONTROL JOINT
FP
FILTER PRESS or FREEZE —PROOF
LEFT LIGHT
PPM
PARTS PER MILLION
SPTG
SEPTAGE
WSE
WATER SURFACE ELEVATIONLT
<
ASTM
AMERICAN SOCIETY FOR TESTING MATERIALS
CTR
CENTER (ED)
FPM
FEET PER MINUTE
LVG
or
LEAVING
PR
PRETREATED WATER SYSTEM
SPW
SPRAY WATER
WSH
WASHWATER
2
0
ATC
AUTOMATIC TEMPERATURE CONTROL
CTSK
COUNTERSINK
FPT
FEMALE PIPE THREAD
LW
LIGHTWEIGHT
PRC
POINT OF REVERSE CURVE
SQ
SQUARE
WSV
WALL SLEEVE
ATS
AUTOMATIC TRANSFER SWITCH
CTU
CENTRAL TELEMETRY UNIT
FRP
FIBERGLASS REINFORCED PLASTIC
LWA
LOW WATER ALARM
PRCST
PRECAST
SS/SST
SANITARY SEWER or STAINLESS STEEL
WT
WEIGHT orSTEEL TEE —SHAPE DESIGNATION
AUTO
AUTOMATIC
CU
COPPER orCUBIC
FS
FLOOR STAND
LWL
LOW WATER LEVEL
PREFAB
PRE —FABRICATED
SS304
STAINLESS STEEL 304
WTP
WATER TREATMENT PLANT
m
AUX
AUXILIARY
CUH
CABINET UNIT HEATER
FT
FEET/FOOT
LWT
LEAVING WATER TEMPERATURE
PREGV
PRESSURE REGULATING VALVE
SS316
STAINLESS STEEL 316
WSD
WASHWATER DRAIN
o
AVG
AVERAGE
CUP
COPPER PIPE
FTG
FOOTING/FITTING
PRES
PRESSURE
SSK
SERVICE SINK
WW
WASTE WATER
AVRV
AIR -VACUUM RELEASE VALVE
CV
CHECK VALVE or VALVE FLOW COEFFICIENT
FTR
FINNED TUBE RADIATION
M
MOTOR
PRIM
PRIMARY
SSL
SECONDARY SLUDGE
WWF
WELDED WIRE FABRIC
Li —'
AWG
AMERICAN WIRE GAUGE
CV —A
CHECK VALVE (AIR CUSHION)
FTW
FILTER —TO —WASTE
MASY
MASONRY
PRS
PRESSATE (DEWATERING)
SSP
STAINLESS STEEL PIPE
WWTP
WASTEWATER TREATMENT PLANT
=
AWL
AVERAGE WATER LEVEL
CV—H
CHECK VALVE (HYDRAULIC CUSHION)
FU
FUSE
MAIL
MATERIAL
PRV
PRESSURE RELIEF VALVE
STA
STATION
XFMR
TRANSFORMER
CVR
CONVECTOR
FURN
FURNISHED
MAU
MAKEUP AIR UNIT
PRW
PRESSURE WASTE
STD
STANDARD
XP
EXPLOSION PROOF
z
B
BRASS
CW
POTABLE COLD WATER
FW
FINISHED WATER
MAX
MAXIMUM
PS
PUMP STATION
STIFF
STIFFENER
YD
YARD
�
B TO S
BACK TO BACK
CWO
CLEARWELL OVERFLOW
fy
STEEL YIELD STRESS
MB
MACHINE BOLTS
PSF
POUNDS PER SQUARE FOOT
STIR
STIRRUP (S)
YR
YEAR
w
V)
BA
BLOWER AIR
CWR
COOLING WATER RETURN
MBH
THOUSAND BTU PER HOUR
PSI
POUNDS PER SQUARE INCH
STL
STEEL
D
BCV
BALL CHECK VALVE
CWS
COOLING WATER SUPPLY
GA
GAGE
MC
STEEL MISCELLANEOUS CHANNEL or
PSIA
PSI ABSOLUTE
STM
STEAM
m
BDD
BACKDRAFT DAMPER
GALV
GALVANIZED
MICRO-C (OR MICRO CG)
PSIG
PSI GAGE
STRU(C)
STRUCTURE (S. URAL)
O
BE
BOILER EXHAUST
D, DR
DRAIN (STRUCTURE)
GC
GENERAL CONTRACTOR
MCC
MOTOR CONTROL CENTER
PSL
PRIMARY SLUDGE
SUSP
SUSPENDED
�-
BEL
BELOW
DA
COMPRESSED DRIED AIR
GE
GROOVED COUPLING (SHOULDERED ENDS)
MCJ
MASONRY CONTROL JOINT
PT
POINT
SV
SOLENOID VALVE
�
O
BF
BLIND FLANGE
DAF
DISSOLVED AIR FLOTATION
GEC
GROUNDING ELECTRODE CONDUCT
MECH
MECHANICAL
PTFE
POLYTETRAFLUORETHYLENE
SW
STORM WATER or SWITCH or SETTLED WATER
z
BFP
BELT FILTER PRESS or BACKFLOW PREVENTER
DB
DECIBEL orDRY BULB
GEN
GENERATOR
MFD
MANUFACTURED
PV
PLUG VALVE
SWBD
SWITCHBOARD
w
BFV
BUTTERFLY VALVE
DC
DIRECT CURRENT
GF
GROUND FAULT INTERRUPTER
MFG
MANUFACTURING
PVC(SCH 40)
POLYVINYL CHLORIDE (SCHEDULE 40)
SWD
SIDE WATER DEPTH
BFW
BLENDED FINISH WATER
DCU
DISTRIBUTED CONTROL UNIT
GI
GALVANIZED IRON
MFR
MANUFACTURER
_PVC(SCH 80)
POLYVINYL CHLORIDE (SCHEDULE 80)
SWGR
SWITCHGEAR -
71
BGO
BURIED GEAR OPERATOR
DEMO
DEMOLITION
GL
GLASS PIPE
MG/L
MILLIGRAMS PER LITER
PVDF
POLYViNYLIDENE DIFLUORIDE
SWK
SIDEWALK
BHP
BRAKE HORSEPOWER
DEPT
DEPARTMENT
GLB
GLASS BLOCK
MGD
MILLION GALLONS PER DAY
PVMT
PAVEMENT
SYM
SYMMETRICAL
BIT
BITUMINOUS
DET
DETAIL
GLV
GLOBE VALVE
MH
MANHOLE
PVRV
PRESSURE VACUUM RELIEF VALVE
T
TREAD
c—�n
BL
BASELINE
DF
DIESEL FUEL
GPD
GALLONS PER DAY
MHS
METAL HOSE
PW
POTABLE WATER
T&B
TOP AND BOTTOM
BLDG
BUILDING
DI(FLG)
DUCTILE IRON FLANGED
GPM
GALLONS PER MINUTE
MIN
MINIMUM
PWL
PEAK WATER LEVEL -
T&G
TONGUE AND GROOVE
o
BLK
BLOCK
DI(MJ)
DUCTILE IRON MECHANICAL JOINT
GR
GRADE
MISC
MISCELLANEOUS
PWM
POTABLE WATER METER
TAN
TANGENCY
�
BLKG
BLOCKING
D!A
DIAMETER
GRAV
GRAVITY
MJ
MECHANICAL JOINT
TD
TRENCH DRAIN or TEMPERATURE DIFFERENCE
o
BM
BENCHMARK
DIAG
DIAGONAL
GRND
GROUND
MO
MASONRY OPENING
QTY
QUANITY/QUALITY
TDO
TIME DELAY ON OPENING
BOF
BOTTOM OF FOOTING
RIFF
DIFFUSER
GRTG
GRATING
MOD
MOTOR OPERATED DAMPER
TDS
THICKENED DIGESTED SLUDGE
Ld w
BOT
BOTTOM
DIGL
DUCTILE IRON GLASS LINED PIPE
GSKT
GASKET
MON
MONUMENT
R/W
RIGHT-OF-WAY
TE
THICKENER EFFLUENT
-�
o
BOW
BOTTOM OF WALL
DIM
DIMENSION
GSP
GALVANIZED STEEL PIPE
MPH--
MILES PER HOUR
RA
RETURN AIR
TECH
TECHNICAL
a-
BPRV/BPV
BACK PRESSURE REGULATING VALVE
DIP
DUCTILE IRON PIPE
GV
GATE VALVE
MRPP
METAL REINFORCED PLASTIC PIPE
RAD
RADIUS
TEL
TELEPHONE
w
BRG
BEARING
DISCH
DISCHARGE
MSS
MEMBRANE SYSTEM SUPPLIER
RAR
REDUCING AGENT RETURN
TEMP
TEMPERATURE/TEMPORARY
BS
BLENDED SLUDGE
DIV
DIVISION
H
HIGH or HEATER
MTD
MOUNTED
RAS
RETURN ACTIVATED SLUDGE
TF
TOP FACE or TRANSFER FAN
w
BSMT
BASEMENT
DIW
DEIONIZED WATER
HAS
HEADED ANCHOR STUD
MTG
MOUNTING
RASP
REDUCING AGENT SUPPLY
TFP
TRANSFER PUMP
Q -
BSP
BLACK STEEL PIPE
DL
DEAD LOAD
HB
HOSE BIBB
MTL
METAL
RAW
RAW INFLUENT
T
TRUCK FILL STATION
z
BTU
BRITISH THERMAL UNIT
DN
DOWN -
HC
HEATING COIL or HOSE CONNECTION
MV
MUD VALVE
RBH
RUBBER HOSE
THD
THREADED
—
BTWN
BETWEEN
DO
DISSOLVED OXYGEN orDITTO
HCL
HYDROCHLORIC ACID
MX
MIXER
RC
REINFORCED CONCRETE
THK
THICK (NESS)
BUR
BUILT UP ROOF (ING)
DOI
DOOR INTERLOCK
HDPE
HIGH DENSITY POLYETHYLENE
RCCP
REINFORCED CONCRETE CYLINDER PIPE
TI
THICKENER INFLUENT
z
BV
BALL VALVE
DR
DRAIN
HDR
HEADER
N
NEUTRAL
RCP
REINFORCED CONCRETE PIPE
TK
TANK
w
BVL
BEVEL (ED)
DV
DIAPHRAGM VALVE
HDWR
HARDWARE
NACL
SODIUM CHLORITE
RCWM
RECLAIMED WATER MAIN
TKD
TANK DRAIN
E--
BW
BLENDED WATER
DW
DISTILLED WATER
HES
HIGH EARLY STRENGTH
NAOH
CAUSTIC SODA (SODIUM HYDROXIDE)
RCY
WATER RECIRCULATION
TM
TELEMETER orTIME
0
n
BWD
BACKWASH DRAIN
DWG
DRAWING
HEX
HEXAGON
NBR
NITRILE RUBBER
RD
ROOF DRAIN
TO
TOP OF
Of
a
BWR
BACKWASH RETURN
DWL
DOWEL
HFAC
HARNESSED FLANGED ADAPTOR COUPLING
NC
NORMALLY CLOSED
REC
RECYCLE
TOB
TOP OF BERM/BANK
BWS
BACKWASH SUPPLY
HGL
HYDRAULIC GRADE LINE
NEC
NATIONAL ELECTRIC CODE
RED
REDUCER
TOC
TOP OF CURB/CONCRETE
in
z
—
BWW
BACKWASH WATER
E
EMERGENCY WATER
HGR
HANGER
NF
NAN4FILTRATION
REF
REFERENCE or REFER or ROOF EXHAUST FAN
TOP
TOP OF PIPE
o
_
w
BYP
BYPASS
EA
EACH
HH
HANDHOLE
NG
NATURAL GAS
REG
REGISTER
TOS
TOP OF STEEL
75
EAT
ENTERING AIR TEMPERATURE
HK
HOOK
NIC
NOT IN CONTRACT
REINF
REINFORCING
TOW
TOP OF WALL
m
r�
C
CHANNEL (STRUCTURAL)
EC
EMPTY CONDUIT
HOA
HAND-OFF AUTO
NMO
NORMALLY OPEN
REM
REMOVE
TP
TURNING POINT...
CA
PLANT AIR (COMPRESSED)
ECC
ECCENTRIC
HOR
HORIZONTAL
NO
NUMBER or -NORMALLY OPEN
REQ'D
REQUIRED
TPRP
THERMOPLASTIC REINFORCED PIPE
o
z
CAD
COMPRESSED AIR, DRIED
ED—F
EQUIPMENT DRAIN (LUSH TYPE
{ )
HP
HIGH POINT or HORSEPOWER
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NOMINAL
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PROJECT NO. 250459-232662
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DESIGNED BY:
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BRUNSWICK COUNTY, NC
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A B C D E I F G
I GENERAL NOTES DRAWING IDENTIFICATION SYSTEM
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I I Y ASSIST TH CONTRACTOR N 1 I PROFILE ARE ASSUMED UNLESS DESIGN DISCIPLINE
1. THE INFORMATION PROVIDED !N THESE PLANS S SOLELY TOE CO C I 1 .UTILITY CROSSING DEPTHS- AND DIAMETERS SHOWN N RO LE E SSU
ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH WiLL BE ENCOUNTERED ELEVATION SPECIFICALLY STATED OTHERWISE. GRAVITY SANITARY SEWER ELEVATIONS WERE (DEPICTED IS SHEET NO. 2 OF MECHANICAL DISCIPLINE
DURING THE COURSE OF WORK. ACTUAL CONDITIONS MAY DEVIATE FROM THE INTERPOLATED BETWEEN UPSTREAM AND DOWNSTREAM MANHOLES. ALL OTHER UTILITY FOR BACKWASH EQ- TANK) DESIGNATIONS
INFORMATION SHOWN IN PROJECT DOCUMENTS. CONTRACTOR SHALL NOT HOLD OWNER ELEVATIONS SHOWN WERE DETERMINED BASED ON LEVEL A SUBSURFACE UTILITY
OR ENGINEER RESPONSIBLE FOR ANY SUCH DEVIATIONS. EXISTING UTILITIES AND ENGINEERING EXPLORATION AND ARE APPROXIMATE BASED ON MEASUREMENTS TAKEN PROCESS AREA DESIGNATION - DESIGNATION_ DESCRIPTION
STRUCTURES SHOWN IN PROJECT DOCUMENTS MAY NOT REFLECT AN FROM GROUND SURFACE. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES, (SEE THiS DRAWING SHEET) I
ACCURATE/COMPLETE REPRESENTATION F ACTUAL CONDITIONS. THE PROJECT DRAWINGS WHETHER SHOWN OR NOT IN THE DRAWINGS, AND SHALL REPAIR ANY DAMAGE CAUSED G GENERAL
0 C
DO NOT CLAIM TO SHOW ALL EXISTING UTILITIES AND FEATURES. ALL CONTRACTORS ARE DURING CONSTRUCTION AT CONTRACTORS COST. M- BET 2 C CIVIL
DIRECTED PRIOR TO BIDDING TO CONDUCT WHATEVER INVESTIGATION THEY MAY DEEM
NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS 12. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR ENGINEER PRIOR TO EXCAVATING A ARCHITECTURAL
THAT WILL BE ENCOUNTERED AND UPON WHICH THEIR BiDS WILL BE BASED. WITHIN THE DRIPLINE OF ANY TREE OUTSIDE OF THE ROAD PAVEMENT. DESIGN DISCIPLINE DESIGNATION-J STRUCTURAL
(SEE THIS DRAWING SHEET) 1
M PROCESS MECHANICAL
2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND 13. TREES WITHIN THE FORCE MAIN LOD MAY NOT BE REMOVED WITHOUT OWNER OR
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE ENGINEER APPROVAL. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR ENGINEER SEQUENTIAL DRAWING SHEET NUMBER HEATING, VENTILATION & AIR
`o TIME OF THE PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY PRIOR TO REMOVING ANY TREES ALONG THE FORCE MAIN ALIGNMENT H
- F
CONDITIONING
0 CORRECT. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND OTHER P PLUMBING
FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY 14. CONTRACTOR SHALL RESTORE ANY PROPERTY ALONG THE FORCE MAIN ALIGNMENT M .-- D -
o THE EXISTENCE AND ACCURACY OF BENCHMARKS AND CONTROL DATA PROVIDED ON THE AFFECTED BY CONSTRUCTION ACTIVITIES TO PRE-EXISTING CONDITIONS. F FiRE PROTECTION i
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DRAWINGS. PRIOR TO INITIATING CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER iF
E ELECTRICAL
o DISCREPANCIES ARE FOUND. 15. WHEN STOCKPILING EXCAVATED SOiL ON ANY PAVED SURFACE THAT IS NOT TO BE _
Q REPAVED, THE CONTRACTOR SHALL PLACE STONE BENEATH THE SOIL TO HELP PROTECT I INSTRUMENTATION
Cf 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACHIEVE THE DESIRED HORIZONTAL THE SURFACE. STANDARD DETAIL SHEETS
o AND VERTICAL PIPELINE ROUTING BY DEFLECTION OF PIPE JOINTS USING NO MORE THAN
75% OF THE MAXIMUM DEFLECTION RECOMMENDED BY THE PiPE MANUFACTURER OR 16. ALL ROADS SHALL BE REPAIRED PER DETAILS C AND D ON C-D-2, SPECIFICATION (DEPICTED IS STANDARD MECHANICAL_ DETAIL DRAWING SHEET N0. 2) - DESIGNATIONS
Q THRU THE USE OF FITTINGS. FITTINGS SHOWN ON PIPELINES ARE THE MINIMUM 02500, AND THE NCDOT ENCROACHMENT PERMIT
PROCESS AREA z REQUIRED TO MAINTAIN THE ALIGNMENT, BUT MAY NOT NECESSARILY BE ALL THE
w 17. FORCE MAiN SHALL BE RESTRAINED PER RESTRAINED JOINT SCHEDULE AND NOTES ON DESIGNATION DESCRIPTION
FITTINGS THAT WILL BE REQUIRED.
SHEET C-D-3. REFER TO PROCESS AREA AND DISCIPLINE DESIGNATIONS SHOWN ON THIS DRAWING SHEET GN GENERAL NOTES AND INFORMATION
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ANY TEMPORARY STORMWATER
= CONTROL MEASURES DURING CONSTRUCTION. 18. SURVEY BASED ON NC GRiD NORTH NAD 83 (NSRS 2011). SP SITE PLAN
5. CONTRACTOR SHALL STOCKPILE EARTHWORK AND MATERIALS IN THE AREAS SPECIFICALLY 19. LOD ALONG FORCE MAiN ALIGNMENT SHALL EXTEND A MAXIMUM OF 5' BEYOND EOP. GQ GRADING AND DRAINAGE
a DESIGNATED FOR STAGING. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION TO AVOID THE LOD SHOWN ON THE ALIGNMENT SHEETS HAS BEEN ADJUSTED WHERE FEATURES SE SEDIMENT AND EROSION
AND MINIMIZE RUN-ON AND RUN-OFF FROM SUCH AREAS. LIMIT THE LOD TO LESS THAN 5'. CID CONCENTRATE PIPELINE
0 6. UNLESS OTHERWISE STATED ALL METALLIC PIPING 4" AND LARGER SHALL BE RESTRAINEDCONTRACTOR HA T AMA PAV PAVEMENT R MARKINGS BEYOND THE ROAD GW GROUNDWATER WELLS
w 20. SHALL N0 DAMAGE E 0
D JOINT PIPE. CENTERLINE ON THE LANE OPPOSITE FROM THE TRENCH UNLESS SHOWN OTHERWISE ON RW RAW WATER PIPELINE
THE PLANS. IF _PAVEMENT OR MARKINGS ARE DAMAGED ON THE LANE OPPOSITE FROM
CL 7. ALL PIPING CONNECTIONS NOT SPECIFICALLY DETAILED IN THESE DRAWINGS SHALL BE THE TRENCH, CONTRACTOR SHALL REPAVE THE ENTIRE WIDTH OF THE ROAD AND REMARK Yp YARD PIPING AND SITE PLAN
w SUBMITTED BY THE CONTRACTOR TO ENGINEER AS SHOP DRAWINGS FOR REVIEW AND FOR THE LENGTH OF THE DAMAGE PLUS AN ADDITIONAL TO FEET ON EITHER SiDE, BUT RM RAPID MIXING
APPROVAL. THESE SUBMITTALS SHALL BE PREPARED BY A PROFESSIONALLY LICENSED NO LESS THAN 50 FEET TOTAL.
0 ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. THE SUBMITTAL SHALL CL CLARIFIERS
Q INCLUDE THRUST ANALYSIS OF PIPING SYSTEMS INCLUDING BUT NOT LIMITED TO 21. DRIVEWAY REPLACEMENT WIDTH FOR DRIVEWAYS DAMAGED BY FORCE MAIN CONSTRUCTION FL FILTERS
TRANSITIONS OF PIPES FROM BELOW GROUND TO ABOVE GROUND ASSEMBLIES, TIE-IN ACTIVITIES SHALL EXTEND FROM THE ROAD TO THE NCDOT-MAINTAINED RIGHT-OF-WAY.
o TO EXISTING PIPING AND OR DISSIMILAR MATERIALS AND OR PIPE SIZES, INCLUDING BET BACKWASH EQ TANK 2
`-'- CONNECTIONS, COUPLINGS, EXPANSION AND DISMANTLING JOINTS AND ROLLER SYSTEMS. 22. CONTRACTOR SHALL NOT CREATE MORE HIGH POINTS ALONG THE FORCE MAIN THAN RO REVERSE OSMOSIS
WHAT IS SHOWN ON THE PROFILE DRAWINGS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT OCCUR AS A CB CHLORINE BUILDING
n RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS CONTRACT AND FOR 23. SILT FENCING TO BE SPACED JUST INSIDE OF THE LOD. CONTRACTOR SHALL COORDINATE HSP HIGH SERVICE PUMP STATION
o ASSOCIATED MONETARY FINES FROM STATE REGULATORY AGENCIES. EXACT SPACING FROM LOD AS REQUIRED.
w PS PUMP STATIONS
0 9. CONTRACTOR SHALL NOT STORE ANY MATERIALS OR EQUIPMENT UNDER EXISTING 24. DISTURBED AREAS SHALL BE SEEDED, MULCHED AND/OR MATTED AS SOON AS POSSIBLE, I PB POLYMER BUILDING
OVERHEAD UTILITY LINES. PREFERABLY AT THE END OF EACH WORK DAY; AT A MINIMUM, DISTURBED AREAS SHALL
Z BE STABILIZED WITHIN FIVE WORKING DAYS OR SEVEN CALENDAR DAYS, WHICHEVER IS GT GRAVITY THICKENER
10. WHERE FORCE MAiN CROSSES EXISTING STORM DRAIN PIPES, A 24" MIN VERTICAL SHORTER. SB SLUDGE EQUALIZATION BASIN
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SEPARATION BETWEEN PIPES IS REQUIRED.
co 25. SEDIMENT AND EROSION CONTROL SHALL COMPLY WITH THE PRACTICES OUTLINED IN THE REC RECYCLE PUMP STATION
w WHERE FORCE MAIN CROSSES EXISTING GAS PIPES, A 24" MIN VERTICAL SEPARATION IS DESIGN STANDARDS IN SENSITIVE WATERSHEDS (15A NCAC 4B.0124). AB ADMINISTRATION BUILDING
m REQUIRED.
o D DETAILS
WHERE FORCE MAIN CROSSES EXISTING WATER MAINS, AN 18" MIN VERTICAL SEPARATION
o IS REQUIRED. FORCE MAIN MUST CROSS UNDER EXISTING WATER MAINS.
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CDIW BRt1NSV1/ICFC COUNTY, NC PROJECT N0. 250459-232662
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L.LLu �' REV. Tel: [phone] EXPANSION-
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X .Q p� NO.
DESIGNED BY: B. MASON
DRAWN BY: D. DORAN CDIW,
SHEET CHK'D BY: C. TAPPAN smith
CROSS CHK'D BY: J. TREADWAY
M. POLLARD 5400 Glenwood Avenue, Suite 400
APPROVED BY: Raleigh, NC 27612
DATE: OCTOBER 2019 Tel: [phone]
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NOTES:-
1.
SEE SHEET C—SP-2 FOR LEVEL A SUE TEST HOLE LOCATIONS.
2.
CONTRACTOR SHALL MAINTAIN PLANT STAFF ACCESS TO PLANT
OPERATIONS AT ALL TIMES.
3.
CONSTRUCTION TRAFFIC IS NOT PERMITTED ON ROADWAY IN
FRONT OF ADMINISTRATION BUILDING WITHOUT PRIOR APPROVAL
BY OWNER/ENGINEER. ACCESS TO WORK ZONES SHALL BE
THROUGH ROADWAY ON EAST SIDE OF PLANT SITE AND
THROUGH THE MARKED CONSTRUCTION PARKING AND LAYDOWN
AREA. 4
4.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING, AND
PAYING, FOR ALL RELOCATION (TEMPORARY OR OTHERWISE) OF
EXISTING UTILITIES AS REQUIRED TO ACCESS_ THE SITE AND
PERFORM THE WORK.
CAR
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PROJECT NO. 250459-232662
FILE NAME: C—SP-10
SHEET NO.
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P � 3: _1 PROJECT NO. 250459-232662
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U z E_ � DESIGNED BY: B. MASONCDMm BRUNSWICK COUNTY, %IC
F_ < c°> = � DRAWN BY: D. DORAN FILE NAME: C-GD-1
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s SHEET CHK'D BY: C. TAPPANSmith A C-i IN Q_j J. TREADWAY j SHEET N0.
U -a E n q CROSS CHK'D BY, ORTHItid V WATEREST
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to M 3 00 w APPROVED BY: M. POLLARD Raleigh, NC 27612
u_ v, a cn REV. Tel: [phone]
EXPANSIOINIAND UPGRADES
u.t 0 � DATE DRWN CHKD REMARKS
tr W _ cv w NO. DATE: OCTOBER 2019
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STABILIZATION REQUIREMENTS:
> SEEDING:
> STABILIZATION FOR THIS PROJECT SHALL COMPLY WITH THE TIME FRAME GUIDELINES AS SPECIFIED BY THE NCG-010000 GENERAL
SEEDING DATES GIVEN IN THE SEEDING MIXTURE SPECIFICATIONS ARE DESIGNATED AS "BEST" OR "POSSIBLE". SEEDNGS
CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
PROPERLY CARRIED OUT WITHIN THE "BEST" DATES HAVE A HIGH PROBABILITY OF SUCCESS. IT IS ALSO POSSIBLE TO
RESOURCES DIVISION OF WATER QUALITY
HAVE SATISFACTORY ESTABLISHMENT WHEN SEEDING OUTSIDE THESE DATES. HOWEVER, AS YOU DEVIATE FROM THEM, THE
PROBABILITY OF FAILURE INCREASES RAPIDLY. SEEDING ON THE LAST DATE SHOWN UNDER "POSSIBLE" MAY REDUCE
DEFINITION:
CHANGES OF SUCCESS BY 30 TO 50 PERCENT. ALWAYS TAKE THIS INTO ACCOUNT IN SCHEDULING LAND —DISTURBING
ACTIVITIES.
> TEMPORARY SEEDING: PLANTING RAPID —GROWING ANNUAL GRASSES, SMALL GRAINS, OR LEGUMES TO PROVIDE INITIAL,
TEMPORARY COVER FOR EROSION CONTROL ON DISTURBED AREAS.
USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS INSPECTED BY THE NORTH
CAROLINA CROP IMPROVEMENT ASSOCIATION. IT MEETS PUBLISHED NORTH CAROLINA STANDARDS AND SHOULD BEAR AN
> PERMANENT SEEDING: CONTROLLING RUNOFF AND EROSION ON DISTURBED AREAS BY ESTABLISHING -PERENNIAL
OFFICIAL "CERTIFIED SEED" LABEL
VEGETATIVE COVER WITH SEED.
LABELING OF NON —CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION ON SEED
_
PURPOSE:
PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS
> TEMPORARY SEEDING: TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FORA
WEEDS. DO NO ACCEPT SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
PERIOD OF MORE THAN 21 CALENDAR DAYS. TEMPORARY SEEDING CONTROLS RUNOFF AND EROSION UNTIL PERMANENT
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VEGETATION CAN BE ESTABLISHED.
INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES OF LEGUME.
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> PERMANENT SEEDING: TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER
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PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS
ON A FIRM, FRIABLE SEEDBED.
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SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS.
WHEN USING A DRILL OR CULTIPACKER SEEDER, .PLANT SMALL GRAINS NO MORE THAN 1 INCH DEEP, GRASSES AND
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CONDITIONS WHERE PRACTICE APPLIES:
LEGUMES NO MORE THAN j INCH. EQUIPMENT SHOULD BE CALIBRATED IN THE FIELD FOR THE DESIRED SEEDING RATE.
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> TEMPORARY SEEDING: ON ANY CLEARED, UNVEGETATED, OR SPARSELY VEGETATED SOIL SURFACE WHERE VEGETATION
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT
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COVER IS NEEDED FOR LESS THAN 1 YEAR. APPLICATIONS OF THIS PRACTICE INCLUDE DIVERSIONS, DAMS, TEMPORARY
OF SEED NEEDED FOR EACH SECTION. APPLY ONE—HALF THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA,
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SEDIMENT BASINS, TEMPORARY ROAD BANKS, AND TOPSOIL STOCKPILES.
MAKING A UNIFORM PATTERN: THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE
FIRST PASS.
> PERMANENT SEEDING:
MULCH ALL PLANTINGS IMMEDIATELY AFTER SEEDING.
``'
> FINE —GRADED AREAS ON WHICH PERMANENT, LONG—LIVED VEGETATIVE COVER IS THE MOST PRACTICAL OR MOST
~
EFFECTIVE METHOD OF STABILIZING THE SOIL. PERMANENT SEEDING MAY ALSO BE USED ON ROUGH —GRADED
> HYDROSEEDING:
AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE.
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> AREAS TO BE STABILIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED WITHIN 15 WORKING DAYS
SURFACE ROUGHENING 1S PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL PROVIDE SOME
F=
OR 90 CALENDAR DAYS AFTER FINAL GRADE IS REACHED, UNLESS TEMPORARY STABILIZATION 1S APPLIED.
NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE
SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES, AND IRREGULARITIES
SPECIFICATIONS:
PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
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> SEEDBED REQUIREMENTS:
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 4000 LB/ACRE.
ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE DUE TO INAPPROPRIATE
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A HYDROSEEDER
SOIL TEXTURE; POOR DRAINAGE, CONCENTRATED OVERLAND FLOW, OR STEEPNESS OF SLOPE UNTIL MEASURES HAVE
SLURRY.
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BEEN TAKEN TO CORRECT THESE PROBLEMS.
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IF A MACHINERY BREAKDOWN OF � TO 2 HOURS OCCURS, ADD 50 PERCENT MORE SEED TO THE TANK, BASED ON THE
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TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM REQUIREMENTS AS A GROWTH
PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL
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MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA:
RATE OF NEW SEED MAY BE NECESSARY.
> ENOUGH FINE—GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN ONTO STEEP
(AVAILABLE WATER CAPACITY OF AT LEAST .05 INCHES WATER TO 1 INCH OF SOIL).
SLOPES IN DRY FORM.
> SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
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> SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR IMPERMEABLE LAYERS
WHEN APPLYING HYDROSEED THE TOWER OR TANK METHOD SHALL BE USED. BELOW ARE THE SEQUENCE OF APPLICATION
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SUCH AS HARDPANS SHOULD BE 12 INCHES OR MORE, EXCEPT ON SLOPES STEEPER THAN 2H:1V WHERE THE
FOR BOTH METHODS:
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ADDITION OF SOIL IS NOT FEASIBLE.
> A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 TO 6.5.
WHEN USING THE TANK METHOD THE FIRST APPLICATION SHOULD BE WITH j MULCH, ALL SEED AND FERTILIZER AND THE
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> FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. CLODS AND
SECOND APPLICATION SHOULD BE WITH I MULCH ONLY.
—
STONES MAY BE LEFT ON SLOPES STEEPER THAN 3H:1 V IF THEY ARE TO BE HYDROSEEDED.
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WHEN USING THE TOWER METHOD THE FIRST APPLICATION SHOULD BE WITH j MULCH ONLY AND THE SECOND APPLICATION
cf)c
IF ANY OF THE ABOVE CRITERIA ARE NOT MET (I.E., IF EXISTING SOIL IS TOO COARSE, DENSE, SHALLOW OR ACIDIC TO
SHOULD BE WITH j MULCH, ALL SEED AND FERTILIZER.
FOSTER VEGETATION), SPECIAL AMENDMENTS ARE REQUIRED. THE SOIL CONDITIONERS DESCRIBED BELOW MAY BE
BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE APPLIED.
> MAINTENANCE:
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> SEEDBED PREPARATION:
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN
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MAINTAINED FOR ONE FULL YEAR FROM PLANTING, INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS
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ROUGHEN SURFACES PRIOR TO SEEDING. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MIN. DEPTH OF
AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.
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FOUR (4) INCHES AND RETURN AREAS TO THE APPROVED FINAL GRADE AS NECESSARY.
RESEEDING: IF A STAND HAS INADEQUATE COVER, REEVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND
LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL TESTS. SOIL TESTING IS PERFORMED FREE OF CHARGE BY
FERTILIZER. REESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVERSEED THE STAND. CONSIDER
THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOIL TESTING LABORATORY.
SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING. IF
'=
VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE IS
Cn
WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE SEEDING SPECIFICATIONS SHOWN BELOW:
RESPONSIBLE.
> GROUND AGRICULTURAL LIMESTONE:
FERTILIZATION: ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES REFERTILIZATION IN THE
LIGHT —TEXTURED, SANDY SOILS: 1 TO 1j TONS/ACRE
SECOND GROWING SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION. USE SOIL TESTS IF POSSIBLE OR
HEAVY —TEXTURED, CLAYEY SOILS: 2 TO 3 TONS/ACRE
FOLLOW THE GUIDELINES GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
> FERTILIZER:
GRASSES: 1000 LB/ACRE OF 10-10-10 OR -EQUIVALENT
> APPROVED TALL FESCUE CULTIVARS:' '
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APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4 TO 6 INCHES OF SOIL BY DISKING OR OTHER
06 Dust Escalade Justice Serengeti
SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN USING A HYDROSEEDER, APPLY LIME AND
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2 Millennium Essential Kalahari Shelby
FERTILIZER TO A ROUGH, LOOSE SURFACE. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING
3`� Millennium Evergreen 2 Kitty Hawk 2QU0 Sheridan
INTO A SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3H:1 V). FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT
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WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
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Avenger Falcon NG Lexington Silver Hawk
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Barlexas Falcon V LSD Sliver"
z
Barlexas II Faith Magellan Shenandoah Elite
Bar Fa Fat Cat Matador Sidewinder
o
QBarrera
Festnova Millennium SRP Skyline
o
Barrington Fidelity Monet Solara
Barrobusto Finelawn Elite Mustang 4 Southern Choice II
C�
Barvado Finelawn Xpress Ninja 2 Speedway
—
Biltmore Finesse II 01' Glory Spyder LS
a
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Bingo Firebird Olympic Gold Sunset Cold
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r�uiid a bil atron equwemeiits ,
Bizem Firecracker LS Padre Taccoa
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Blackwatch Firenza Patagonia Tanzania
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Site Ane-a Description
Stabilization
Timefi-ame, Exceptions
Blade Runner II Five Point Pedigree Trio
o
Bonsai Focus Picasso Tahoe II'
cn
P.ter s, sc7aales, chtches and slopes
7 days
None
Braveheart Forte Piedmont Talladega
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H gji 'ty: Yater �QW) Zones
7 clay 3
'done
Bravo Garrison Plantation Tarheel
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Bullseye Gazelle H Proseeds 5301 Terrano
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?day=s
If slopes are 1 or less ire I and are not
Cannavaro Gold Medallion Prospect Titan ltd
coSlopes
st er than ?: 1, 14 days are allowed.
Catalyst Grande 3 Pure Gold Titanium LS
z
lopes 3: `10r flatter
1�- days
7 da)rs for slopes,granter 50' 1�tla.
Cayenne Greenbrooks Quest Tracer
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>
Cessane Rz Greenkeeper Raptor II Traverse SRP
a
ram,... All other areas with slopes hatter than 4:1
14 days
None, except for perimeters and. HQW Zones.
Chipper Gremlin Rebel Exeda Tulsa Time
n
Cochise IV Greystone Rebel Sentry Turbo
Constitution Guardian 21 Rebel IV Turbo RZ
o
Corgi Guardian 41 Regiment II Tuxedo RZ
CD
GROUND STABILIZATION REQUIREMENTS
Corona Hemi Regenerate Ultimate
C:,
¢
Coyote Honky Tonk Rendition Venture
r
TAIL L
Darlington Hot Rod Rhambler 2 SRP Umbrella
Q
o W
Davinci Hunter Rembrandt Van Gogh
CO
(
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NTS —
Desire Inferno Reunion Watchdog
M
o
Dominion Innovator Riverside Wolfpaek II
Dynamic Integrity RNP Xtremegreen
N
LO
w
Dynasty Jaguar 3 Rocket
Ca 26
LO
Endeavor Jamboree Scorpion
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DESIGNED BY: B. MASON
BRUNSWICK COUNTY, NC
CDM-
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K. RYAN
DRAWN BY:AM
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SHEET CHK'D BY: C. TAPPAN
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J. TREADWAY
NORTHWEST WATER TREATMENT PI
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CROSS CHK'D BY:
5400 Glenwood Avenue, Suite 400
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APPROVED BY: M. POLLARD
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Raleigh, NC 27612 EXPANSION
N AN UPGRADES
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DATE
DRWN
CHKD
REMARKS DATE OCTOBER 2019
Tel: [phone] V
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SEEDING SPECIFICATIONS*:
> SEEDING AND MULCHING:
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED,' FERTILIZER,_ AND LIMESTONE, SHALL BE AS STATED
BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE DETERMINED. ALL RATES ARE IN
POUNDS PER ACRE
All Roadway Areas
March I - August 311 September l - February 28
50# Tall Fescue 504 Tall Fescue
104 Centipede 104 Centipede
25# Ber udagrass (hulled) 354 Bermudagrass (VZW& )
5004 Fertilizer 500## Fertilizer 1
40001t Limestone 4000# Limestone
Waste and Borrow Locations
March 1— August 31 September 1 - February, 28
75# Tail Fescue 754 Tall Fescue
259 Berniudagrass (hulled) 354 Bennudagrass (urx., W e it
5004 Fertilizer 500# Fertilizer
4000# Limestone 40004' Limestone
NOTE: 50# OF BAHIAGRASS MAY BE SUBSTITUTED FOR EITHER CENTIPEDE OR BERMUDAGRASS ONLY UPON ENGINEER'S
REQUEST.
ON CUT AND FILL SLOPES 2:1 OR STEEPER CENTIPEDE SHALL BE APPLIED AT THE RATE OF 5 POUNDS PER ACRE AND ADD
20# OF SERICEA LESPEDEZA FROM JANUARY 1 - DECEMBER 31.
FERTILIZER SHALL BE 10-20-20 ANALYSIS. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2
RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT_ OF PLANT FOOD AS A
10-20-20 ANALYSIS AND AS DIRECTED.
> TEMPORARY SEEDING:
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR SEEDING AND MULCHING AND APPLIED AT THE RATE OF 400
POUNDS AND SEEDED AT THE RATE OF 50 POUNDS PER ACRE. SWEET` SUDAN GRASS, GERMAN MILLET OR BROWNTOP
MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN' DURING THE REMAINDER OF THE YEAR. THE ENGINEER WILL
DETERMINE THE EXACT DATES FOR USING EACH KIND OF SEED.
> FERTILIZER TOPDRESSING:
FERTILIZER USED FOR TOPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2:1 AND STEEPER SHALL BE 10-20— 20
GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE 2
USED PROVIDED THE 1-2-2 " RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME
AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS AND AS DIRECTED.
FERTILIZER USED FOR TOPDRESSING ON SLOPES 2:1 AND STEEPER AND WASTE AND BORROW AREAS SHALL BE 16— 8-8
GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE
USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME
AMOUNT OF PLANT FOOD AS 16-8-8 ANALYSIS AND AS DIRECTED.
> SUPPLEMENTAL SEEDING:
THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR SEEDING AND MULCHING,, WITH THE
EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE SEED MIX FOR SUPPLEMENTAL SEEDING. THE RATE OF
APPLICATION FOR SUPPLEMENTAL SEEDING MAY VARY FROM 25# TO 75# PER ACRE. THE ACTUAL RATE PER ACRE WILL BE
DETERMINED PRIOR TO THE TIME OF TOPDRESSING AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER
ACRE, TOTAL QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE EQUIPMENT,
CONSISTING OF A SOD- SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE SOIL AS TO PREVENT DISTURBANCE
OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CHAIN) MAY BE USED WHERE DEGREE OF SLOPE PREVENTS THE USE
OF A SOD SEEDER.
> MOWING:
THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES.
REF: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) RALEIGH STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
JANUARY 2018
3
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PROJECT N0. 250459-232662
FILE NAME: C—D-2
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ISSUED FOR BID

A FRAME GRATE AND HOOD GENERAL NOTES: C� f 0
BACK OF CURB " SEE STD.NO. 840.03 USE GLASS B" CONCRETE THROUGHOUT. y
EXPANSION JOINTS
�C PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Q 4 Q i
/g" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING $40.$6. _ 6,r E 4,-6„ 4,-61,
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT y� ee M C:S
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4
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USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. �{n I @ EQUAL SPACES 1 ,r 1 ,r GRATE & HOOD
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Uj < LL „ 1 /2 1 /2 W .�
- F'v C�
c''� �;� . ', e, AS SHOWN ON STD. NO. 840.00. F" 0� 0� 3 ,�- � }
p " " 1r " " a 611 -? B 6 USE TYPE E F AND G GRATES UNLESS OTHERWISE INDICATED. _ LLJ�" E ` �LU
b;.niP
o FOR $`-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER CJ� }-" U_ 0 ---1 i '� ~ LL.. •J
8'-0" TO 16` 0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Ca "� m CO _ a d
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DRAWING NOT TO SCALE.
Ll f m u_ Q
TOP ELEVATION SECTION - } d d TOP
co co � � uu ELEV. 611
m USE ON FLAT EXPANSION JOINT
GRADES 2% AND UNDER i
TOP ELEVATION t
- *- -• - FRAME GRATE AND HOOD STEPS STD. Na. 844,66
.e SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 3,-0"� 1 3, --DEPRESSED GUTTER LINE
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EXPANSION JOINT
ELEVATION
O TOP ELEVATION .. ..... .. _ .. .. .. j N OF T ON
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',° i o -� �.. *� LL $ NORMAL CURB AND GUTTER ON LIGHT GRADES-
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D = @ EQUA SPACES L RISER HT.i{)-DEPRESSED GUTTER LINE'}VARIES .d ;: it larr 6,-0„_ ..Q EXPANSION JOINT � "'t . iTi• . �y. ° • ' ' t{ `o• � MAX .
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MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
IWIDTH
SPAN
MIN. HEIGHT
BARS-U
NO, LENGTH
BARS-V
NO. LENGTH
BARS-W
NO. LENGTH
TOTAL
LBS.
TOP
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BOTTOM
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TOT.CONC.
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A
B
C
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H
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C.M.
R.G.
12/1
31-O"
21-2"
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0.772
0.015
0,026
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0.235
0.829
0,023
0,036
18"
3'-0r'
2'-2/1
3' 3"
0,235
0.887
0.033
0.049
24"
31- 0"
2' _ 21,
3' -9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3' 4"
1
4'-3'r
3` 2r`
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4
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2
31-9"
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0.092
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1.714
0.132
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42"
3'-O"
21-211
4'-5"
5 -3et
1`-5"
3`-2"
4
1'-$"
2
2'-1l"
3
2'-11"
32
0.112
0,31$
1.T3$
0.180
0.243
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3'-2"
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2.052
0.235
a.317
54"
3'-0"
2'-2"
5'-T"
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2`-7"
3`-2'r
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2'-10"
5
2'-11"
3
2'-i1"
41
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2.3$7
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o * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
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CATCH BASINS
DETAIL A
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Q US
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PROVIDE ALL GRATED DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" � ©C:S":
Q CL
-- ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LI- --� -
i7 OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT ®�
I I t #4 BAR 12" CENTERS AS DIRECTED BY THE ENGINEER. LU Q < LL _
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USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. v C7CC�'
x x IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB !- _ ~ Z Lj
t As SHOWN ON STD. NO. 840.00. cj) LL a
cr-t CONSTRUCT WITH PIPE CROWNS MATCHING. Q tl)
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USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN),L b
840.20 (NOT SHOWN) OR 840.29 (NOT SHOWN). a H
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CHAMFER ALL EXPOSED CORNERS 1",
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_ MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
IS 12 FEET.
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M z o K. RYAN FILE NAME: C-D-6
c? _- DRAWN BY:
N r cn (D C. TAPPAN SHEET NO.
E a SHEET CHK'D BY:Smith
0- E- TH T WATER T EAT T L T CIVIL T IL - T INLETS
a CROSS CHWD BY: J. TREADWAY
ors c'a. 3 APPROVED i3Y: M. POLLARD RaieighieNC 276nwood 12
Aenue, Suite 400 y �+ C �+
u_ fl Q� REV. DATE DRWN CNKD REMARKS E A I O A D A
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BATE: OCTOBER 2019 Tel: [phone]
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