20170172 Ver 1_Approval Letter_20170317

r
Water Resources
Hovironmcntal Quality
March 17, 2017
City of Asheville
Attn: David Melton
PO Box 7148
Asheville, NC 28802
ROY COOPER
Gm,ernor
MICHAEL S. REGAN
5'e"fe",
S. JAY ZIMMERMAN
Dv,,o,r
DWR # 17-0172
Buncombe County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH
ADDITIONAL CONDITIONS
Asheville 2015 Water Distribution Projects - Group 2: Mt. Carmel & Tiny
Farms Subdivision
Dear Mr. Melton:
You have our approval for the impacts listed below for the purpose described in your application
dated February 2, 2017, and received by the Division of Water Resources (Division) on February
9, 2017, with additional information received on March 14, 2017. These impacts are covered by
the attached Water Quality General Certification Number 3884 and the additional conditions
listed below. This certification is associated with the use of Nationwide Permit Number 12 once
it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any
`.othef federal, state or localpermitsbefore pmcceding witltyour prcject; including those required
by (but not limited to) Sediment and Erosion Control, Non -Discharge, Water Supply Watershed,
and Trout Buffer regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or
general permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved, including
incidental impacts. [15A NCAC 02H .0506(b) and/or. (c)]
Type of Impact
Amount Approved Amount Approved
(units) (units)
Permanent Temporary
Stream Impact
Impact Sl
20 (linear feet)
Stale of North Carolina I Environmental Quality I Wier Resonme5
2090 U.S. ftho.y 70, Swannanoa, North Caroli. 28778
828-296-45M

Asheville 2015 Water Distribution Projects — Group 2
DWR4 17-0172
401 Approval
Page 2 of 4
2. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the
Certification/Authorization. If you change your project, you must notify the Division
and you may be required to submit a new application package with the appropriate fee.
If the property is sold, the new owner must be given a copy of this approval letter and
General Certification(s) and is responsible for complying with all conditions. [15A
NCAC 02H .0507(d)(2)]
3. The Permittee shall take all reasonable measures to construct in -stream structures while
keeping heavy equipment out of the stream channel. All reasonable steps must be taken
to limit the amount of disturbance in the channel and to therefore reduce downstream
turbidity during construction. This exemption does not relieve the Permittee of meeting
stream standards as indicated in 15A NCAC 02B. [15A NCAC 02H .0506(f)]
4. All temporary impacted areas will be restored to pre -construction natural conditions
upon completion of the project. Native vegetation shall be used for wetland and stream
bank stabilization. [15A NCAC 02H.0506 (b)(2) and (c)(2)]
5. Fueling, lubrication and general equipment maintenance should not take place within 50
feet of a waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC
02H.0506 (b)(3)]
6. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this Certification. A copy of this Certification,
including .all conditions shall be available at the project site during -the construction and ---
maintenance of this project. [15A NCAC 02H.0507 (c) and 15A NCAC 02H.0506
(b)(2) and (c)(2)]
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH) within sixty (60) calendar days.
A petition form may be obtained from the OAH at lurpWwww.ncoah.com/ or by calling the
OAH Clerk's Office at [phone] for information. A petition is considered filed when the
original and one (1) copy along with any applicable OAH filing fee is received in the OAH
during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding
official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.

Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Asheville 2015 Water Distribution Projects — Group 2
DWR# 17-0172
401 Approval
Page 3 of 4
Ifsending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under section 401 of the Clean Water Act as
described in 15A NCAC 0211.0500. Please contact Zan Price at 828-296-4662 or
[e-mail] if you have any questions or concerns.
Sincerely,
4-�-
Z Price, P.E., Assistant Regional Supervisor
Water Quality Regional Operations .. -..
Asheville Regional Office
Enclosures: GC 3884
Certificate of Completion
cc: Jordan Isenhour — WK Dickson & Co., Inc. (via email)
William Elliott - USACE Asheville Regulatory Field Office (via email)
Stan Aiken — Division of Energy, Mineral, and Land Resources (via email)
D WR ARO 401 files
DWR 401 and Buffer Permitting Unit (via email)
G:\WR\WQ\nuncombeWOls\Non-DOl heville 2015 Water Distribution Projects Group 2\ PRVL401 Asheville 2015 Water
Distribution Projects - Group 2- Mt. Carmel &Tiny Farms_ 03.17.2017.doex

Water Quality Certification No. 3884
.GENERAL CERTIFI ATIONF R OJECT ELIGIBLE
FOR U.S. ARMYCORPS DF ENGIN ERS NATIONWIDE PERMIT
NUMBERS .12. UTILITY LI NE ACTIVITIES AND PIPELINE SAFETY PROGRAM
DESIGNATED TIME SENSITIVE'IN$PE TIONSAND REPAIRS[
ANDRIPARIAN AREA PROTECTION RULES ISUFPER RULES)
Water Quality Certification Number 3884 is issued In conformity with the requirements of *Section
401; Public Lawa 02-500 and 95=217 of the United States and subject to the North Carolina
Division of Water Quality (DWQ) Regulations In 15A NCAC02H,0500 and 15A NCAC 028.0200
for the discharge of fill material to waters and wetland areas as described in 33 GFR 330
Appendix A (8) (12 and 47) of the Corps of Engineers regulations Including any fill activity for
utility line backfill and bedding, and for the Riparian Area Protection Rules (Buffer Rules) in 1 5
NCAC 028.0200.
The State of North Carolina cartjfie5 that the specified category of activity will not violate
applicable portlons of Sections 301, 302 303, 306 and 307 of the Public Laws 92-500 and 05-217
if conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following, thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality (the
"Division'):
a) Permanent Impacts to any wetlands and/or waters, including streams; or
b) Any stream relocation; or
C) Impacts to any wetlands and/or waters if the maintenance corridor in a wetland or at a II
stream crossing is greater than 15 feet wide (except activities located in areas with RiparianAreaArea Protection Rules when the maintenance corridor at stream crossing must '
be 10 feet wide or less). Gas pipelines may have a maintenance corridor wider then
fifteen fast if mitigation is provided for these additional wadand fills.
d) Any impact associated with allotice of Violation or an enforcement action for violafion(s)
of DWQ Wetland Rules (1SA,NCAC 02H .0500) Isolated Wetland Rules (I5A NCAC 02H -
.1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (ISA NOAC
028 .02001: or
the
the time of
or a Buffer
Cement (DCM)
In accordance with North Carolina General Statute 443-215.3D(e), written approval: for a 401
Water Quality General Certification must include the appropriate fee If a project. also requires a.
CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the
two fees.
Activities includedin this. General Certification that do not meet one of the threshold$ '..
listed above do not require writtsn approval from the Division as long as they comply with
the Conditions of Certification listed below. If any of these Conditions cannot be met, then
written approval from the Division is required. '..
Water Quality Certification No. 3884 1

Water Quality Certification No. 3884
Conditions of Certificaflon::
1. No Impacts Beyond those Authorized In the Written Approval or Beyond the Threshold of Use
of this Certification
No waste, spoil. solids or fill ofany kind shall occur in wetlands, waters or riparian areas
authorized In the written approval from the Division or beyond the thresholds established for
use of this Certification without written authorization, including incidental impacts. All
construction activities, including the design, installation operatlon, and maintenance of
sediment and erosion control Best Management Practices shall be performed so that no
violations of state water quality standards, statutes, or rules occur, Approved plans and
specifications for this project are incorporated by reference and are enforceable parts of this
2, Standard Erosion and Sediment Control Practices
Erosion and sediment control' practices must be in full compliance with all specifications
igoverning. the proper design,: installation and. operation and maintenance of such Best
Management Practices and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater permit. issued to the site:
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal or exceed the requirementsspecified in the most
recent version of the North Carolina Sediment and Erosion Control Manual The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
b. for borrow pit sites the erosion and sediment control measures must be designed.
installed, operated and maintained In accordance with the most recent version of the
North Carolina Surface Mining Manuals
c 'Reclamation measures and
d. Sufficient materials required: for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
e. If the project occurs In waters or watersheds classified as Primary Nursery Areas (RNAs),.
SA, WS -I, WS -II High Quality (HOW), or Outstanding Resource (ORW .waters then the
sedimentation and erosion control designs must comply With the requirements sat forth
In 18A NCAC 04B 0124, Design Standards in Sensitive Watersheds,
3. No, Sediment and Erosion Control Measures in`Wetlands or Waters
Sediment and erosion control measures shall not be placed In wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Division. If placement of sediment and erosion control devices in wetlands and waters is.
unavoidable, then design and placement of temporary erosion control measures shall not be
conducted In a manner that may result in dis-equilibrium of wetlands, stream beds or banks,
adjacent to or upstream and downstream of the above structures All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources (DLR) or locally delegated program: has released
thespecific area within the project.
Water Quality Certification No. 3884 - 2

Water Quality Certification No. 3884
4. Construction Stormwater Permit NOG010000
The North Carolina Department of Transportation (NCDOT)'shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit.
5. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish
spawning or bird nesting), then biological monitoring maybe required at the request of other
state or federal agencies and coordinated with these activities.
All moratoriums on construction activities established by the NC Wildlife Resources -
Commission (WRC) US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries.
(DMF), or National Marine. Fisheries Service: (NMFS) to lessen impacts on trout anadromous
fish, larvalfposklarval fishes and crustaceans, or other aquaticspecies of concern shall be
implemented.. Exceptions to this condition require written approval by the resource agency
responsible for the given moratorium.
Work within the twenty-five (25) designated trout counties oridentified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS,. and/or DMF personnel.
6. Work In the Dry -
Ail work in or adjacent to stream waters shall be conducted sq that the ilowing`stream does
not come in contact with the disturbed area. Approved best management practices from the
most current version of the NO Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms,. cofferdams,
and other diversion structures shell be used to minimize excavation in flowing water.
Exceptions to this condition require application submittal to and written approval by the
Division. -
7. Riparian Area Protection :(Suffer)Rule
Activities located in the protected riparian areas (whether jurisdictional wetlands or not),
within the Neuss, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan, or
Goose Creek Watersheds (or any other basin orwatershed with buffer rules) shall be limited
to "uses identified within and constructed Inaccordance with 15A NCAC 02B .0233, .0259„
.0243 0260, .0267 and 0605, and shall be located, designed; constructed, and maintained
to haveminimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. All buffer rule requirements, including diffuse
flow requirements, must be met.
Water quality Certification No. 3884

Water Quality Certification No. 3884
8. Compensatory Mitigation
In accordance with 15A NCAC 02H 0500 (h), compensatory mitigation may berequired for
losses of equal to or greater than 150 linear feet of streams (intermittent and perennial)
and/or equal to or greater than one (1) acre of wetlands. For linear public transportation
projects impactsequal to or exceeding 150 linear feet per stream shall require mitigation.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for activities classified: as Allowable with Mitigation" or "Prohibited' within the
Table of Uses.
A determination of buffer,wetland, and stream mitigation requirements shall be made for any
General Water Quality Certification for this Nationwide and/or Regional General Permit.
Design and monitoring protocolsshall follow the US Army Corps of Engineers Wilmington
District Stream Mitigation Guidelines (April 2003) or its. subsequent updates. Compensatory
mitigation plans shall be submitted to the Division for written approval as required in those
protocols The mitigation plan must be Implemented and/or constructed before any impacts
occur on site. Alternatively, the Division will accept payment into an in -lieu feeprogram or a
mitigation bank. In these oases, proof of payment shall beprovided to the Division before
any impacts :occur on site.
9. Relocated stream designs should incluc
existing channel (or a stable. reference I
maximum extent practical, The new ON
not be turned Into the new channel until
stabilization shall be limited to native wr
30 -foot wide wooded and an adjacent 2
relocated channel to the maximum exte
appropriate erosion control malting mat
however matting that Incorporates pleat
wetlands, riparian buffers or floodplains
and Erosion Control Manual Rip -rap, P
. ,...
may be allowedif it is necessary to mail
as compensatory mitigation for the impacts
same dimensions, patterns, and profiles as the
If the existing channel is unstable), to the
should be constructed in the dry andwater shall.
anks are stabilized. Vegetation used for bank
pedes and should include establishment of a
wide vegetatedbuffer on both sides of the
ne shall not tie used in
North Carolina Sediment
s or other hard structures
of the stream however, the,
the relocation.
be used
10. For sewer lines, when the construction corridor is parallel to a stream, then. theedge of the
construction corridor shell. not be closer than 10 feet from top of bank For streams classified
as WS (except WSAV or WS -V), S, SA ORW, HQW, or SB from normal high water (or tide
elevation) and wetlands, the edge of the construction corridor shall not be closer than 50 feet
to a stream, or 100 feet to private or public water supply sources or waters classified as WS -I
waters or Class I or Class II impounded reservoirs used as a source of drinking water in
accordance with 15A NCAC 02T .0305(f)..
Utility lines within the Riparian Buffers shall be installed in accordance with the Table: of uses
in the most recent venslon of the appropriate buffer rules,
Utility lines shall not cross astream channel at: other than a near -perpendicular direction (i.e.,
stream channel crossings shall not be at an angle of less than 75 degrees or more than 105
degrees to the stream bank).
11. Any wastewater tine that crosses any stream shall be installed in accordance with the most
recent version of the Gravity Sewer minimum Design Criteria or the most recent version of
Water Quality Certification No. 3884

Water Quality Certification No, 3884
the Minimum Design Criteria for the Fast -Track Permitting of pump Stations and Force Main
published on the Division of Water Quality's website, Exceptions to this condition require
application submittal to, and written approval by, the Division;
12. If concrete is used during the construction then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state Water
that inadvertently contacts uncured concrete' shall not be discharged to waters of the state
due to the potential for elevated pH and possible aquatic life/ fish kills..
13. Any rip rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the the area directly impactedby approved
construction activity. All rip -rap shall be buried and/or keyed in" such that the original stream
elevation and streambank contours are restored and maintained Placement of rip -rap or
other approved materials shall not result In de -stabilization of the stream bed or banks
upstream or downstream of the area
14. Annual native species suitablefor wet locations shall be planted and established within
jurisdictional wetlands for sol(and erosion control, Non-native, perennials such as fescue are
prohibited.
15. Aone-time application of fertilizer to re-establish vegetation is allowed in disturbed areas
including riparian buffers, but is restricted tono closer than 10 feet from top of bank of
streams Any fertilizer application must comply with all other Federal, State and Local
regulations.,
16,. The construction corridor (including access roads sediment and erosion control measures
and stockpiling of materials) is limited to 40 feet (12 2 meters) in width in wetlands and across
stream channels and must be minimized to the maximum extent practicable
17. Permanent, maintained access corridors shall be restrictedto the minimum width practicable
and shall not exceed 15 feet in width except at manhole locations A 15 -foal by 15 -foot
perpendicular vehicleturnaround must be spaced at least 500 feet (152.4: meters). apart.
18. An :anfi�seeip collar shall be placed at the downstream(utility line gradient) wetland boundary .
utility lines. Anti -seep collars may be constructed with class Bconcrete, compacted clay,
PVC pipe, or metal collars, Wetland crossings that are directionally drilled, and perpendicular
wetland crossings that are open cut and less. than 150 feet (45.7 meters) long do not require
anti -seep collars. The compacted clay shall have a specific infiltration of 1 X 10- 5 cm/sec or
less. A section and plan view diagramis attachedfor the anti -seep collars.
The following specifications shalt apply to class B concrete:
a) Minimum cement content,. sacks per cubic yardwith rounded course aggregate 5,0
b) Minimum cement content, sacks per cubic yard. with. angular course aggregate 5.5
c) Maximum water -cement ratio gallons per sack. 6.8
d) Slump range 2" to 4"
e). Minimum strength -28 day psi 2,500
19. The applicant shall have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical, During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will be.
Water Quality Certification Na 3884

Water Quality Certification No, 3884
piled separately from subsoils and will be backfilfed into the trench only after the subsoils
have been placed and compacted.
.Along utility corridors within wetlands, grub stumps only as needed to install the utility and cut
remaining stumps off at grade level The general stripping of topsail within wetlands along
the utility corridor is not permitted,
20. If an environmental document is required under the National or State Environmental Policy
Act (NEPA or SEPA), then this General Certification Is not valid until a Fining of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse. -
21. In the twenty (20) coastal counties the appropriate DWQ Regional Office must be contacted
to determine If Coastal Stormwater Regulations will be required. -
22• This General Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals,
23. The applicaot(permittee and their authorized agents shall conduct all activities in.a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the, Clean WaterAct) and any others propriaterequirementsof
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal lawfs
being violated, or that further conditions are :necessary to assure compliance, then. the
Division may reevaluate and modify this General Water quality Certification.
24. When written authorization is required for use of this certification upon completion: of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be. required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699-1660.
25. Additional site-speolfio conditions, including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality _
rla rRl t n rn nvAn i ,�a �nh� 1 anon mdiF'3f1'nnnfrnl,in Vont nuaLry n'riri d711r,nnr _
26. This certification: grants permission to the director, an authorized representative of the
Director, or DENR.. staff, upon the presentation of proper credentials, to enter the property
during normal business hours.
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide and/or Regional General Permit. The conditions in effect on thedate
of Issuance of Certification for a specific project shall remain in effect for the life of the project,
regardless of the expiration date of this Certification.
Non-compliance with or violation of the conditions herein set forth by a specific project may result
in revocation of this General Certification for the project and may also result in criminal and/or civil
penalties„
The: Director of the North Carolina Division of Water Quality may require submission of a: formal
application for Individual Certification for any project In this category of activity if it is determined
that the project is likely to have a. significant adverseeffect upon water quality, including state or
federally listed endangered or threatened aquatic species, or degrade thewaters so: that existing
uses of the wetland or downstream. waters are precluded.
Water Quality Certification No. 3884

Water Quality Certification No, 3884
.Public hearings may be held for specific applications or group of applications prior to 0
Certification decision if deemed In the publics best Interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 10, 2012
DIVISION OF WATER QUALITY
By
Charles Wakild, P;E.
Director
History Note Water Quality Certification (WQC) Number 3664 issued March 19, 2012 replaces
WQC Number 3819 issued March 19, 2010; WQC Number 3699 issued November 1, 2007; WqC
Number 3825 issued March 19, 2007; WQC Number 3374 issued March 18, 2002; WQC Number
3288 issued June 1, 2000; WQC Number 3101 issued February 11, 1997, WQC Number 3022
issued September 6; 1995, WQC Number 2664 Issued January 21, 1992. This General
Certification is rescinded when the Corps of Engineers reauthorizes any of the corresponding
Nationwide analbrRegional General permits or when deemed appropriate by the Director of the
Division of Water Quality.
Water Quality Certification No, 3884 7

Water Quality Certification No. 3884
ANTI -SEER COLLAR
jngnas I Utility Line
1 I (Diameter Varies)
'I
1 I Class B Concrete
or Compacted Clay
MWI Ihnches
Not to exceed 40 feet
SECTION
PLAN
Water Quality Certification No. 3884 a

Water Resources
Envneamcntnl Qeelily
ROY COOPER
Gen n,or
MICHAEL S. REGAN
s
S. JAY ZIMMERMAN
Ulrector
WR Project No.: County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401 and
Buffer Permitting Unit, North Carolina Division of Water Resources, 1650 Mail Service Center, Raleigh,
NC, 27699-1650. This form may be returned to D WR by the applicant, the applicant's authorized agent, or
the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
1, hereby state that, to the best of my abilities, due ogre and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date
Agent's Ceratecation
-. I,. - , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Ifthis project was designed by a Certified Professional
I, , as a duly registered Professional (i.e,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to
the best of my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature:
Date
Registration No.
-? Nothing Compares; -,—
SA, dNorth Cerolivu I Es,or smentel Quul c I Water Resource,
2090 U S. ni,h, e,70, Swmmavoq Nm b Caroline 28778
828196-4500