WQ0043441_Application (FTSE)_20240202

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application kn1bgY:V-:q<l i C-Q (to be completed by DWR)
All items must be completed or the application will be returned
I, APPLICANT INFORMATION:
1. Applicant's name: Johnston County(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑Individual ❑Corporation ❑General Partnership ❑Privately-Owned Public Utility
❑Federal ®State/County ❑Municipal ❑Other
3. Signature authority's name:Chandra C.Farmer,PE per 15A NCAC 02T.0106(b)✓
Title:Public Utilities Director
4. Applicant's mailing address:PO Box 2263
City:Smithfield State:NC Zip:27577-
5. Applicant's contact information:
Phone number:[phone] Email Address:chandra.farmei{@iohnstonnc.com
H. PROJECT INFORMATION:
1. Project name:Wellesley Phase 5
2. Application/Project status: ❑Proposed(New Permit) ®Existing Permit/Project
If a modification,provide the existing permit number:WQ0043441 and issued date: 06/15/2022,
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number: WQ00
3. County where project is located:Johnston
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.5666' Longitude:-78.5223`
5. Parcel ID(if applicable): 06FO4067H(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer:Andrew Hodge,PE License Number: 21094
Firm:Adams&Hodge Engineering,PC
Mailing address: 314 East Main Street
City:Clayton State:NC Zip:27520-
Phone number: 919 369-1938 Email Address:andrewAadamsandliod eg com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Central Johnston County WWTP Permit Number:NCO030716✓
Owner Name:Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ0042284
2, Downstream(Receiving)Sewer Information: 8 inch ®Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00060
Owner Name(s):Johnston County
FORM:FTA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
l. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No ®N/A
2. If die Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV)been attached?
[-]Yes [:]No ®N/A
3. if the Applicant is a Home/Property Owners'Association,has an HOA/POA Opeiational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0I 15(c)been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
®Residential(Individually Owned) ❑Retail(stores,centers,malls) ❑Car Wash
❑Residential(Leased) ❑Retail with food preparation/service ❑Hotel and/or Motels
❑School/preschool/day care ❑Medical/dental/veterinary facilities ❑Swimming Pool/Clubhouse
❑Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash
❑Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic %Commercial _._.%Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ®Yes ❑No
➢ If Yes,provide a co of flow reductlon a royal letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(1)) Daily Design Flow No.of Units Flow
Single Family Residential 240 gal/day/unit 25 6,000 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 6,000 GPD
a See ISA NCAC 02T.0114(b),(dJ,fcxl) and (e)L21 for caveats to wastewater design flow rates (i.e.proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4).
b Per 15A NCAC 02T.01 14(c),design flow rates for establishments not identified[in table 15A NCAC 02T.01 14)shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:6.000 GPD(per 15A NCAC 02T.01 14 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow Is zero,please Indicate why:
❑Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
®Flow has already been allocated in Permit Number:WQ0043441 _ Issuance Date:06/15/2022
❑Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
FORM: FTA 10-23 Page 2 of 5

Vll. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 840 PVC
8 90 DIP
➢ Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(if Applicable)—02T.0305&MDC(Pump Stations/Force Mains :
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: ° Longitude:- °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of set-vice.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of tine force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.Lb.❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 1 SA NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all tine pump stations'storage
capacities and tine rotation schedule of the portable power source or pump, including travel timeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)&(k)? ®Yes ❑No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
-'Water mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
-'Water mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet
**Any private or public water supply source, including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-I or WS-V),B,SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream,lake, impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swinuning pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305(f) or(k),see Section X.1 of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(fl cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webPage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/scaled by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ®Yes ❑No ❑N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ®Yes Basin name:Neuse ❑No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ®Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B_0202
5. Does time project require coverage/authorization under a 404 Nationwide/individual permits ®Yes ❑No
or 401 Water Quality Certifications?
➢ Please provide the permit number/pernitting status in the cover letter if coverage/authorization is required_
6. Does project comply with 15A NCAC 02T.0105(c1(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T.0 105(c)(6),directly related environmental permits or certification applications must be being prepared,
have been applied for,or have been obtained.Issuance of this permit is contingent on issuance of dependent permits(erosion
and sedimentation control plans,stornwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑ Yes ® No
Per 15A NCAC 02T.040-1,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes,include an attachment with details for each line,including type(aerial line,size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
Inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Desiei_4rjteria for the Permitting of Pump StatiotlS
and Force Mains(latest version),and the Gravity Scwcr Minimum Design Critpdp L1atest_vcrsion as applicable?
®Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times.For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project,the full technical review is required.
2. Professional Engineer's Certification:
I Andrew Hodge, PE ,attest that this application for Wellesley Phase 5
(Professional Engineer's name from Application Item 1II.1.) (Project Name from Application Itent II.1)
has been reviewed by me and Is accurate, complete and consistent with the Information supplied In the plans,
specifications,engineering calculations,and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Pennitting
of P4inrtj_$(ations and Force Mains(latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.Misrepresentation of the application
information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
1111N1/I/N Il1111
North Carolina Professional Engineer's seal,signature,and date: �•'��N,C A Ryfel,
Q4 z
2 SEAL �#
21094
� o
INE�y
11/06/2023
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I'I !tuluua111N�,
Chandra C. Farmer, PE Wellesley Phase 5
I, ,attest that this application for eese y _
(Signature Authority Name from Application Item D.) (Project Name from Application Item II..1
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties,injunctive relief,and/or criminal prosecution. I will snake no claim against the Division
of Water Resources should a condition of this permit be violated. i also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: C11 Date: ulib3
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
,I)w k
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Wellesley Phase 5
More than one FTSE nlgp be required for a single project if Ilse owner of the WWTP is not responsible for all psunp
stations along Ilse route of the proposer!wastewaterjlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County Regional WW Facility
b. WWTP Facility Permit #: NC 030716
All flows are in MGD
c. WWTP facility's permitted flow 9,5
d. Estimated obligated flow not yet tributary to the WWTP 1.9692
e. WWTP facility's actual avg. flow 6.741
f. Total flow for this specific request 0.006 .,
g. Total actual and obligated flows to the facility 8.7165
h. Percent of permitted flow used 71 actual/91.8 paper
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)--(B+C) (E)-(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Wellesley 39596 0.1728 0.06912 0.0168 0.0271 0.0439 0.02523
Landfill 20340 1.9296 1.6718 1.1128 0.6385 1.7512 (0.0794)
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped now
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5,per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is<0.
Downstream Facility Name (Sewer): Wellesley Phase 4
Downstream Permit Number: WQ0042284
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Farmer, P.E. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections 1 and 11 plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
C- a
Signing Official Signature Date
Title of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated,Not Yet Tributary Daily Flow(C) accounts for
38 % and 0.6385 MGD of the Available Capacity(E) in Pump Station
Landfill EQ& WWPS ;and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.12 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity,namely
Landfill SewaM Pumping Station&FM is in design or under construction with
planned completion in Sept_1,2023 ; and/or
d. The following applies:
Construction on the Landfill Sewage Pumping Station& FM is underway. As part of the
contract, the station will be updraded first. The contract deadline for that portion is
December 5, 2022. The remaining portion of the project is expected to be complete by
Se temebr 1, 2023.
This project should be complete well before the full amount of the paperflow is converted
to actual flow.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over-allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature Date
Page 3 of 6
FTSE 10-18

USGS MAP - WELLESLEY PHASE 5 �•
-+u --�� tRVAM sr _
p
1 , MODIFIED
GRAVITY SEWER
PERMIT ti
jt '� - a —-{— �-- r - #WQ0043441
^AMOK Stepp/�iI
f WELLESLEY PHASE 5 f 49 g '
�
f 1 $~ or EXISTING
r(1.,�.i� _ �( GRAVITY SEWER
PERMIT
#W00042284
Hsu+
s� WLOWE
$
L - / it
Mmod
r
Stephenson - n_ ,w
gem
�b
-- Scale: 1 in. = 2000 feet
(The scale is only accurate when printed portrait
ADAMS S.HQD GE _—
ROSEQ �; on a 8 1/2 x 11 size sheet with no page scaling.) .NEN �a_..
ATSW RD .,

DocuSign Envelope ID: 1802B72C-E52lA90A-9B23-D157C1708068
vd/� vt
y
ROY COOPER
Governor
ELIZABETH S.BISER �•r.
Secretary @ +�
RICHARD E.ROGERS,JR. NORTH CAROLINA
Drrector Environmental Quality
June 15, 2022
Chandra C. Farmer, PE, Public Utility Director
Johnston County
PO box 2263
Smithfield, NC 27577
Subject: Permit No. WQ0043441
Johnston County
Wellesley Phase 5
Wastewater Collection System Extension Permit
Johnston County
Dear Permittee:
In accordance with your application received May 10, 2022 we are forwarding herewith Permit No.
WQ0043441 dated June 15, 2022, to Johnston County (Permittee) for the construction and operation
upon certification of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded,and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition IIA: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 02T.0403 or any individual system-wide collection system
permit issued to the Permittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities,the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]
It shall be responsibility of the Permittee to ensure that the as-constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to
the licensing board.
North Crsolin&DepmmentofEntuo=mulQmhty Division of Water knources
1we¢RvoualOffice 3800HmenDnve Me*North Carohna 2'609
919-91.4200

DocuSign Envelope ID: 1B02B72C-E521-490A-9B23-D157C1708068
Johnston County
Permit No. WQ0043441
If any parts, requirements, or limitations contained in this permit are unacceptable,you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made,this permit shall be final and binding.
If you need additional information concerning this matter, please contact Jason Robinson via e-mail at
[e-mail].
Sincerely,
DocuSigned by:
(,bf v t.sm
BCOA9082504A46D...
for Richard E. Rogers,Jr.
Director, Division of Water Resources
by Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Andrew Hodge, PE: [e-mail]
Raleigh Regional Office Files
DWR Laserfiche
Johnston County Health Department
Page 2 of 9

Docu5ign Envelope ID: 1B02872C-E521-49OA-9B23-0157Cl7O8O68
dto
NORTH CAROLINA
Environmental Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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 the
Johnston County
for the construction and operation of approximately 1,850 linear feet of 8-inch gravity sewer to serve 25
three-bedroom single-family homes as part of the Wellesley Phase 5 project, and the discharge of 6,000
gallons per day of collected domestic wastewater into Johnston County's existing sewerage system,
pursuant to the application received May 10, 2022 and in conformity with 15A NCAC 02T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated in March 2008, as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
DocuSigned by:
SC# Uwsbvu
BCDA9D825D4A48D
for Richard E. Rogers,Jr.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0043441
Permit Issued: June 15,2022
Page 3 of 9

IA&Iql ADAMS & HODGE
ENGINEERING , PC
November 7, 2023 /jib f
I
NC D WQ
3800 Barrett Dr.
Raleigh, NC 27609
Subject: Public Sewer Permit Modification
Wellesley Phase 5
Johnston County
Please find attached a $600.00 check for the application modification fee and a copy of the following:
1. Fast Track Application (Form FTA 10-23)
2. Flow Track ing`Acceptance for Sewer Extension (Form FTSE 10-18)
3. Previously approved permit#WQ0042441
4. USGS Map
Proiect Narrative:
Permit WQ0043441 was issued on 06i 15`2022 for 1,850 LF of 8" gravity sewer line with 25 sewer
cleanouts to carry 6,000 GPD of flow. The proposed layout of the development has been revised. There is
no additional flow and no revisions to the number of sewer cleanouts. This modification is to leave the
flow unchanged and reduce the length of 8"gravity sewer line from 1,850 LF to 930 LF.
If you have any questions or comments, please give me a call at 919-298-2001 or email
[e-mail]
SincSrely,
f
Aipanda Grimm, PE
ADAMS&HODGE ENGINEERING,PC * 314 E Main Street Clayton,NC 27520 • Office:919-243-1332 • firm#C-4187

DocuSign Envelope ID:2E70DFEA-628E-4791-Al 2E-D44COEB576A3
OR-
ELIZABETH ROY COOPER
S.B1SER
Secretory
RICHARD E.ROGERS,f R- NORTH CAROLINA
Director Envtronntmtal Quality
May 5,2022
DWR#20220206
Johnston County
Wells Brothers, LLC
Attn: David Wells
223 George Wilton Drive
Clayton,NC 27520
(via email davidrwellsita;gmail.com)
Subject: Approval of Individual 401 Water Quality Certification
Wellesley Ph 5
USACE Action ID,No. SAW-2022-00258
Dear David Wells:
Attached hereto is a copy of Certification No.4843 issued to David Wells and Wells Brothers,LLC,dated
May 5,2022.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 this Water Quality Certification. 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
Certification and is responsible for complying with all conditions. j 15A NCAC 02H.0507(d)(2)].
This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other
required Federal, State,or Local approvals before proceeding with the project, including those required
by,but not limited to,Sediment and Erosion Control,Non-Discharge, Water Supply Watershed,and
Trout Buffer regulations.
This Water Quality Certification neither grants nor affirms any property right,license,or privilege in any
lands or waters,or any right of use in any waters. This Water Quality Certification does not authorize any
person to interfere with the riparian rights, littoral rights,or water use rights of any other person and does
not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality
Certification shall not be interposed as a defense in any action respecting the determination of riparian or
littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality
Certification to possess any prescriptive or other right of priority with respect to any other consumptive
user.
Upon the presentation of proper credentials,the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project,regardless of the
expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water
Quality Certification for the project and may also result in criminal and/or civil penalties.
North Carolina[k;wtmnt of Enwoamental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh.North Carolina 27609
�\ �/ 9197914200

DocuSign Envelope ID:2E70DFEA-628E-4791-Al2F-D44COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page 2 of 13
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Raleigh Regional Office within 24 hours(or the next business day if a weekend or holiday)from the
time the permittee becomes aware of the circumstances.
The permittee shall report to the Raleigh Regional Office any noncompliance with,and/or any violation
of,stream or wetland standards[15A NCAC 02B .02001 including but not limited to sediment impacts to
streams or wetlands. Information shall be provided orally within 24 hours(or the next business day if a
weekend or holiday)from the time the permittee became aware of the non-compliance circumstances.
This approval and its conditions are final and binding unless contested[G.S. 143-215.5].
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing(Petition)with the North Carolina Office of Administrative
Hearings(OAH)within sixty(60)calendar days.Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
h"p:/�www.ncoah.com/or by calling the OAH Clerk's Office at(919)431-3000.
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh,NC 27699-1601
If the party filing the Petition is not the permittee,then the party must also serve the recipient of the
Authorization Certificate in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Colleen Cohn at 919-791-4258 or C cilleen.Cohn(d�ncdenr.gv if you have any
questions or concerns.
Sincerely,
Doeuftr.*a by;
eCDA9OB2bD4M6D
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources,NCDEQ
cc: Wyatt Brown,Brown's Environmental Group(via email)
Chris Hopper,USACE Raleigh Regulatory Field Office(via email)
DWR 401 &Buffer Permitting Branch Electronic file
Di� Nvrth Carolina Department of Environmental Quality ► Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigk North Carolma 27609
��, � 9193914200

DocuSign Envelope IDS 2E70DFEA-628E-4791-All 2E-D"COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page 3 of 13
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION#4843 is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500
and 15A NCAC 02B .0200,to David Wells and Wells Brothers, LLC,who have authorization for the
impacts listed below, as described within your application received by the N.C. Division of Water
Resources(Division)on January 31,2022,and payment received February 9,2022,and additional
information received on April 1,2022.
The State of North Carolina certifies that this activity will comply with water quality requirements
and the applicable portions of Sections 301,302,303,306,307 of the Public Laws 92-500 and PL
95-217 if conducted in accordance with the application,the supporting documentation,and
conditions hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved,including incidental
impacts. [15A NCAC 02H .0506(b)]
Type of Impact Amount Approved Amount Approved
(units)Permanent (units)Temporary
404/401 Wetlands:
W 1: Road Crossing—Culvert 0.004 acres 0.001 acres
Streams:
S 1:Road Crossing--Culvert 39 0inear feet 7 linear feet
This approval requires you to follow the conditions listed in the certification below:
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1) If this Water Quality Certification is used to access residential,commercial or industrial building sites,
then all parcels owned by the permittee that are part of the single and complete project authorized by this
Certification must be buildable without additional impacts to streams or wetlands.
Citation: 15A NCAC 02H.0502(a);ISA NCAC 02H.0506(b); ISA NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts
2) For road construction purposes,this Certification shall only be utilized from natural high ground to
natural high ground.
Citation: 15A NCAC 02H.0502(a);15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification•A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts.
D a Q North Carolina Depamment of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3900 Barren Dnve I Raleigh,North Carolina 27609
�a+►` /QO 919.7914200

DocuSign Envelope ID:2E70DFEA-626E-4791-Al2E-D44COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page 4 of 13
3) Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained jurisdictional
wetlands,waters,and state regulated riparian buffers within the project boundaries in order to assure
compliance with NC Water Quality Certification Rules(15A NCAC 02H.0500),NC Isolated Wetland
Rules(15A NCAC 02H.1300),and/or State Regulated Riparian Buffer Rules(15A NCAC 02B .0200).
These mechanisms shall be put in place at the time of recording of the property or individual parcels,
whichever is appropriate.
Citation: 15A NCAC 02H.0502(a);15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards(including designated uses, numeric criteria, narrative criteria and the
state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts.
4) For all dam removal projects meeting the definition under G.S. 143-215.25 and requirements under G.S.
143-215.27 of a professionally supervised dam removal,the applicant shall provide documentation that
any sediment that may be released has similar or lower level of contamination than sediment sampled
from downstream of the dam in accordance with Session Law 2017-145.
Citation: 15A NCAC 02H.0502; 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A
NCACO2B.0200;S.L. 2017-145
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards(including designated uses, numeric criteria, narrative criteria and the
state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts.
5) If this Water Quality Certification is used for utility related impacts,then the following Activity Specific
Conditions shall apply to those impacts.
a) All sewer lines shall be designed,constructed and maintained in accordance with Title 15A NCAC
Chapter 02T,applicable Minimum Design Criteria(MDC),and/or Alternative Design Criteria.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: The referenced Minimum Design criteria and 02T rules were adopted to ensure that
conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity;
wildlife:secondary contact recreation: agriculture); and that activities must not cause water
pollution that precludes any best use on a short-term or long-term basis.
b) Any utility construction corridor that is parallel to a stream or open water shall not be closer than 10
feet to the top of bank or ordinary high-water mark.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards(including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
D North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3900 Barren Drive I Raleigh.North Carolina 27609
9197914200

DocuSign Envelope ID:2E70DFEA-&28E-4791-Al 2E-D44CQEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page 5 of 13
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
c) Where there are temporary or permanent impacts from stream crossings,utility lines shall cross the
stream channel at a near-perpendicular direction(i.e.,between 75 degrees and 105 degrees to the
stream bank).
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards(including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
d) Construction corridors in wetlands and/or across stream channels shall be minimized to the maximum
extent practicable and shall not exceed 40 feet wide for utility lines.
For construction corridors in wetlands and across stream channels,stumps shall be grubbed only as
needed to install the utility and remaining stumps shall be cut off at grade level. The general stripping
of topsoil within wetlands along the construction corridor is prohibited.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards(including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
e) Permanent maintained access corridors in wetlands and across stream channels shall be restricted to
the minimum width practicable and shall not exceed 30 feet wide except at manhole locations.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards(including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
f) For all utility lines constructed within wetlands,an anti-seep collar shall be placed at the downstream
(utility line gradient)wetland boundary and every 150 feet up the gradient until the utility exits the
wetland. Anti-seep collars may be constructed with class B concrete,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 long do not require anti-seep collars. The compacted clay
shall have a specific infiltration of 1 X 10'cm/sec or less. See Water Quality General Certification
No.4256 for a section and plan view diagram for the anti-seep collars.
The following specifications shall apply to class B concrete:
i) Minimum cement content,sacks per cubic yard with rounded coarse aggregate 5.0
E Q North Carolina Deparunent of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barren Drive I Raleigh.North Carclina 27609
_Z-\ r 919,7914200

DocuSign Envelope ID:2E70DFEA-628E-4791-Al2E-D44COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page 6 of 13
ii) Minimum cement content,sacks per cubic yard with angular coarse aggregate 5.5
iii) Maximum water-cement ratio gallons per sack 6.8
iv) Slump range 2"to 4"
v) Minimum strength-28-day psi 2,500
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards(including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
g) The permittee shall have a specific plan for restoring wetland contours to pre-construction conditions.
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 piled separately from
subsoils and will be backfilled into the trench only after the subsoils have been placed and compacted.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards(including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
6) The permittee shall report to the DWR Raleigh Regional Office any noncompliance with,and/or any
violation of,stream or wetland standards[15A NCAC 02B .0200], including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours(or the next
business day if a weekend or holiday)from the time the permittee became aware of the non-compliance
circumstances.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing detrimental
impacts to water quality and avoiding impacts due to water pollution that precludes any best use on a short-
term or long-term basis.
7) No waste,spoil,solids,or fill of any kind shall occur in wetlands or waters beyond the footprint of the
approved impacts(including temporary impacts).
Citation: ISA NCAC 02H.0506; 15A NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule(including, at minimum:aquatic life propagation, survival, and
maintenance of biological integrity; wildlife;secondary contact recreation;agriculture);and that
activities must not cause water pollution that precludes any best use on a short-term or long-term basis.
8) All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter
2B of Title 15A in the North Carolina Administrative Code.
DEQ North Caroline Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive 1 Raleigh,North Carolina 27609
9M791 4200

DocuSign Envelope ID:2E70DFEA-628E-4791-Al2E-1)44COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page 7 of 13
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality impairments
and further protect existing uses.
9) When applicable,all construction activities shall be performed and maintained in full compliance with
G.S. Chapter I I3A Article 4(Sediment and Pollution Control Act of 1973). Regardless of applicability of
the Sediment and Pollution Control Act,all projects shall incorporate appropriate Best Management
Practices for the control of sediment and erosion so that no violations of state water quality standards,
statutes,or rules occur.
Design, installation,operation,and maintenance of all sediment and erosion control measures shall be
equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment
and Erosion Control Manual,or for linear transportation projects,the North Caroline Department of
Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites,borrow sites, and waste pile(spoil)sites,
including contractor-owned or leased borrow pits associated with the project. Sufficient materials
required for stabilization and/or repair of erosion control measures and stormwater routing and treatment
shall be on site at all times.
For borrow pit sites,the erosion and sediment control measures shall be designed,installed,operated,and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
Reclamation measures and implementation shall comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971.
Citation 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); I5A NCACO2B.0200; 15A NCAC
02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis.As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses;and(21)turbidity in the receiving
water shall not exceed 50 Nephelometric Turbidity Units(NTU)in streams not designated as trout waters
and 10 NTU in streams, lakes, or reservoirs designated as trout waters;for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to
natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland
Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may
cause adverse impacts on existing wetland uses; and(3)Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
10) Sediment and erosion control measures shall not be installed in wetland or waters except within the
footprint of temporary or permanent impacts otherwise authorized by this Certification. If placed within
authorized impact areas,then placement of such measures shall not be conducted in a manner that results
in dis-equilibrium of any wetlands,streambeds,or streambanks. Any silt fence installed within wetlands
shall be removed from wetlands and the natural grade restored within two(2)months of the date that
DEMLR or locally delegated program has released the specific area within the project to ensure wetland
standards are maintained upon completion of the project.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0200, 15A NCAC 02B
.0231
D_E Q North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800$arras Dnve I Raleigh,North Carolina 27609
G-ft\ 919 791 4200

DocuSign Envelope ID:2E70DFEA-628E-4791-Al2E-D"COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page 8 of 13
Justif cation:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis.As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses; and(21)turbidity in the receiving
water shall not exceed 50 Nephelometric Turbidity Units(NTU) in streams not designated as trout waters
and 10 NTU in streams, lakes, or reservoirs designated as trout waters;for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU,• if turbidity exceeds these levels due to
natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland
Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may
cause adverse impacts on existing wetland uses;and(3)Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
l 1)Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along
streambanks or within wetlands.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses(including
aquatic life propagation and biological integrity), and the water quality to protect such uses, are
protected Protections are necessary to ensure any remaining surface waters or wetlands, and any
surface waters or wetlands downstream, continue to support existing uses during and after project
completion. The Division must evaluate if the activity has avoided and minimized impacts to waters,
would cause or contribute to a violation of standards, or would result in secondary or cumulative
impacts.
12) If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or NPDES
Construction Stormwater Permit Number NCG250000, full compliance with permit conditions including
the erosion&sedimentation control plan,inspections and maintenance,self-monitoring,record keeping
and reporting requirements is required.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.050*7(c); 15A NCAC 02B.0200; 15A NCAC
02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis.As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes:only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses; and(21)turbidity in the receiving
water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters
and 10 NTU in streams, lakes, or reservoirs designated as trout waters;for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to
natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland
Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may
cause adverse impacts on existing wetland uses; and(3)Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
13) All work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact
with the disturbed area. Approved best management practices from the most current version of the NC
Sediment and Erosion Control Manual,or the NC Department of Transportation Construction and
Maintenance Activities Manual,such as sandbags,rock berms,cofferdams,and other diversion structures
shall be used to minimize excavation in flowing water.
D North Carolina Depamnent of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh,North Carolina 27609
9197914200

DocuSign Envelope ID:2E70DFEA-628E-4791 Al2E-D44COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page 9 of 13
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0200
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses providedfor in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances,
or colored or other wastes: only such amounts as shall not render the waters injurious to public health,
secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability offish, aesthetic
quality, or impair the waters for any designated uses; and(21) turbidity in the receiving water shall not
exceed 50 Nephelometric Turbidity Units(NTU) in streams not designated as trout waters and 10 NTU in
streams, lakes, or reservoirs designated as trout waters;for lakes and reservoirs not designated as trout
waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background
conditions, the existing turbidity level shall not be increased.
14) In-stream structures installed to mimic natural channel geomorphology such as cross-vanes,sills,step-
pool structures,etc. shall be designed and installed in such a manner that allow for continued aquatic life
movement.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses providedfor in state rule, and that activities must not cause waterpollution thatprecludes any best
use on a short-term or long-term basis. Ensuring that in-stream structures are installed properly will
ensure that surface water quality standards are met and conditions of waters are suitable for all best
uses.
15) Culverts shall be designed and installed in such a manner that the original stream profiles are not altered
and allow for aquatic life movement during low flows. The dimension, pattern,and profile of the stream
above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing
the depth of the stream in connection with the construction activity. The width,height,and gradient of a
proposed culvert shall be such as to pass the average historical low flow and spring flow without
adversely altering flow velocity. If the width of the culvert is wider than the stream channel,the culvert
shall include multiple boxes/pipes,baffles,benches and/or sills to maintain the natural width of the stream
channel. If multiple culverts/pipes/barrels are used,low flows shall be accommodated in one culvert/pipe
and additional culverts/pipes shall be installed such that they receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the streambed by one
foot for all culverts with a diameter greater than 48 inches,and 20%of the culvert diameter for culverts
having a diameter less than or equal to 48 inches,to allow low flow passage of water and aquatic life. If
the culvert outlet is submerged within a pool or scour hole and designed to provide for aquatic passage,
then culvert burial into the streambed is not required.
For structures less than 72"in diameter/width,and topographic constraints indicate culvert slopes of
greater than 2.5%culvert burial is not required,provided that all alternative options for flattening the
slope have been investigated and aquatic life movement/connectivity has been provided when possible
(e.g.rock ladders, cross-vanes,sills,baffles etc.). Notification, including supporting documentation to
include a location map of the culvert,culvert profile drawings,and slope calculations,shall be provided to
DWR 30 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations,culvert burial is not required, provided that there is
sufficient documentation of the presence of bedrock. Notification, including supporting documentation
such as a location map of the culvert,geotechnical reports,photographs,etc.shall be provided to DWR a
minimum of 30 calendar days prior to the installation of the culvert. If bedrock is discovered during
construction,then DWR shall be notified by phone or email within 24 hours of discovery.
D North Carolina Lxpamr"t of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3900 Barns Dnve I Raleigh,North Carolina 27609
�� 9197914200

DocuSign Envelope ID:2E70DFEA-628E-4791-Al2E-D"COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page 10 of 13
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways,causeways,or other fill
projects are constructed across FEMA-designated floodways or wetlands,openings such as culverts or
bridges shall be provided to maintain the natural hydrology of the system as well as prevent constriction
of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques shall be
used where practicable instead of rip-rap or other bank hardening methods.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses providedfor in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. Ensuring that structures are installed properly in waters will
ensure that surface water quality standards are met and conditions of waters are suitable for all best
uses.
16)Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or
wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and Local
regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of contact
between the fertilizer and surface waters.
Citation: 15A 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0200; 15A NCAC 02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards:
(c)(1)Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may cause
adverse impacts on existing wetland uses;and(3)Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
17) If concrete is used during 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.
Citation: 15A 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0200; 15A NCAC 02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis.As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses.As cited in Wetland Standards: (c)(1)
Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and(3)Materials producing color or odor shall not be present in
amounts that may cause adverse impacts on existing wetland uses.
18)All proposed and approved temporary fill and culverts shall be removed and the impacted area shall be
returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary.
The impacted areas shall be restored to original grade,including each stream's original cross-sectional
D North Carolina Department of Environmental Qaahty I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh,North Carolina 27609
~� 919.791.4200

DocuSign Envelope ID:2E70DFEA-628E-4791-Al2E-D44COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page II of13
dimensions,planform pattern,and longitudinal bed profile. All temporarily impacted sites shall be
restored and stabilized with native vegetation.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Protections are necessary to ensure any remaining surface
waters or wetlands, and any surface waters or wetlands downstream, continue to support existing uses
after project completion.
19) All proposed and approved temporary pipes/culverts/rip-rap pads etc.in streams or wetlands shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control
Planning and Design Manual or the North Carolina Surface Mining Manual or the North Carolina
Department of Transportation Best Management Practices for Construction and Maintenance Activities
so as not to restrict stream flow or cause dis-equilibrium during use of this Certification.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. Ensuring that structures are installed properly in waters will
ensure that surface water quality standards are met and conditions of waters are suitable for all best
uses.
20)Any rip-rap required for proper culvert placement,stream stabilization,or restoration of temporarily
disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All
rip-rap shall be placed such that the original streambed elevation and streambank contours are restored
and maintained and shall consist of clean rock or masonry material free of debris or toxic pollutants.
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 or be installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
21)Any rip-rap used for stream or shoreline stabilization shall be of a size and density to prevent movement
by wave,current action,or stream flows,and shall consist of clean rock or masonry material free of
debris or toxic pollutants. Rip-rap shall not be installed in the streambed except in specific areas required
for velocity control and to ensure structural integrity of bank stabilization measures.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0201
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation ofstandards, or would result in
secondary or cumulative impacts.
22)All mechanized equipment operated near surface waters shall be inspected and maintained regularly to
prevent contamination of surface waters from fuels, lubricants,hydraulic fluids, or other toxic materials.
Construction shall be staged in order to minimize the exposure of equipment to surface waters to the
Op North Carolina Depo meat of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Dnve I Raleigh,North Carolina 27609
�0 919.791,4200

DocuSign Envelope ID:2E70DFEA-628E-4791-Al2E-D44COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification NWQC004843
Page 12 of 13
maximum extent practicable. Fueling, lubrication,and general equipment maintenance shall be
performed in a manner to prevent,to the maximum extent practicable,contamination of surface waters by
fuels and oils.
Citation: ISA NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 1 SA NCAC 02B.0200; 15A NCAC 02B
.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis.As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes:only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1)
Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and(3)Materials producing color or odor shall not be present in
amounts that may cause adverse impacts on existing wetland uses.
23) Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to
minimize soil disturbance and compaction.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0231
Justification: Wetland standards require maintenance or enhancement of existing uses of wetlands such
that hydrologic conditions necessary to support natural biological and physical characteristics are
protected;populations of wetland flora and fauna are maintained to protect biological integrity of the
wetland, and materials or substances are not present in amounts that may cause adverse impact on
existing wetland uses.
24) In accordance with 143-215.85(b),the permittee shall report any petroleum spill of 25 gallons or more;
any spill regardless of amount that causes a sheen on surface waters;any petroleum spill regardless of
amount occurring within 100 feet of surface waters;and any petroleum spill less than 25 gallons that
cannot be cleaned up within 24 hours.
Citation: 15A NCAC 02H.0507(c);N.C.G.S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of discharge
must immediately note the Department, or any of its agents or employees, of the nature, location, and
time of the discharge and of the measures which are being taken or are proposed to be taken to contain
and remove the discharge. This action is required in order to contain or divert the substances to prevent
entry into the surface waters. Surface water quality standards require that conditions of waters be
suitable for all best uses provided for in state rule(including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife;secondary contact recreation;agriculture);
and that activities must not cause water pollution that precludes any best use on a short-term or long-
term basis.
25) The 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
Water Act),and any other appropriate requirements of State and Federal Law.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses providedfor in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
QE North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3900 Barren Drive I Raleigh.North Carolina 27609
"' _N 919J91.420C

DocuSign Envelope ID:2E70DFEA-628E-4791-Al 2E-D44COEB576A3 Wellesley Ph 5
DWR#20220932
Individual Certification#WQC004843
Page 13 of 13
minimized impacts to waters, would cause or contribute to a violation ofstandards, or would result in
secondary or cumulative impacts.
26) 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 Water Quality
Certification. A copy of this Water Quality Certification shall be available at the project site during the
construction and maintenance of this project.
Citation: 1 SA NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Those actually performing the work should be aware of the requirements of this 401 Water
Quality Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the date
of issuance shall remain in effect for the life of the project,regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(c))
This,the 5th day of May 2022
CDocugignned�by, __
960t l/l
BCDA8D825D4A0D...
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources,NCDEQ
CMC
WQC004843
ME North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh.North Carolina 27609
919.791.4200
trr±

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00258 County:Johnston U.S.G.S. Quad:NC-Edmondson
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Wells Brothers,LLC
David Wells
Address: 223 George Wilton Drive
Clayton,North Carolina 27520-7081
Telephone Number: 919-763-2566
E-mail: davidwells(&2mail.com
Size(acres) 27.6 Nearest Town Clayton
Nearest Waterway UT Middle Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.56543
Longitude:-78.52296
Location description: The Wellesley Phase 5 Subdivision is located on the south side of Cleveland Road(S.R. 1010),between the
intersecting streets Watkins and Matthews roads,in the community of Cleveland,Town of Clayton,Johnston County,NC.
Description of projects area and activity: This verification authorizes the use of Nationwide Permit(NWP)29 to construct
impacts to waters associated with the proposed Wellesley Phase 5 Subdivision at three locations. Impact Area 1 would
construct a road crossing and require the permanent impact to 39 linear feet(lf)(0.0098 ac),of intermittent Stream A(Impact
Sl),an additional 71f(0.0015 ac)of temporary impact to Stream A(Impact Sl)to accommodate a stream pump around,
0.0039 acre of permanent impact to Wetland B(Impact Wl),0.001 acre of temporary impact to Wetland B(Impact W2),147
square feet(sf)(0.0034 ac)of permanent impact to Pond B(Impact 01),and temporary impact to 23 sf(0.0005)of Pond B
(Impact 02)to accommodate a pump around. Impact Area 2 would construct a Stormwater BMP outfall riprap dissipator
and require the permanent impact to 62 sf(0.0014 ac)of Pond B(Impact 03),and the temporary impact to 59 sf(0.0014 ac)of
Pond B(Impact 04). Impact Area 3 would repair and replace an existing outlet structure connecting Ponds B and A,and
require the permanent impact to 84 sf(0.0019 ac)of Pond B(Impact 05),and the temporary impact to 2882 sf(0.0662 ac)of
Ponds B and A(Impact 06).
Applicable Law(s): ❑X Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: Nationwide Permit 29. Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions,your application signed and dated 1/31/2022,and the enclosed plans Wellesley Phase 5 (nine sheets) undated.Any
violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order,a
restoration order,a Class I administrative penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified,suspended or revoked. If,prior to the expiration date identified below,the nationwide and/or regional general
permit authorization is reissued and/or modified,this verification will remain valid until the expiration date identified below,provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit,activities which have commenced(i.e.,are under construction)or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration,modification or revocation,unless discretionary authority has been
exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(CAMA),prior
to beginning work you must contact the N.C.Division of Coastal Management Morehead City,NC,at(252)808-2808.

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Christopher Hopper at (919) 554-4884 (x35)or
christopher.d.hopper(&usace.army.mil.
_. ��� `-
Corps Regulatory Official: Date: O5/10/2022
Expiration Date of Verification: 3 5/2026
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.anny.mil/cm_apex/Pp=136:4:0
Copy furnished:
Agent: Brown's Environmental Group,Inc.
Wyatt Brown
Address: 242 Batten Farm Road
Selma,North Carolina 27576
Telephone Number: 919-524-5956
E-mail: brownenvzr0&2mai1.com

Action ID Number: SAW-2022-00258 County: Johnston
Permittee: Wells Brothers, LLC, David Wells
Project Name: Wellesley Phase 5 Subdivision
Date Verification Issued: 05/10/2022
Project Manager: Christopher Hopper
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Christopher Hopper
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

"I"'?uwai� 'uooa=
ZEEIEbZ-Ol6 MCI �JNIid33N1'JN3 youi L
w1op
OLZON'NOUtlO oZ, opueswepe�o' aDOOH 'S SWVOV
332llS NIVW 1SV3 ME 31VOS ONIHdVHO`dN1101:1VO Hi2JON `AINIIOO NOISNHOf
5 3SVHd AMS3113M ddw-11db3AO 6=10 6 133HS
� 1,LL LL LL BNtlN
a- U) � U) LL
(n
,y N
LL Q z ti N coN �
Q � O U
U V U U Q Q
Q Q Q N O a°
W O _
N N O o
vJ ~ 0 0 0 0 y�ow
O or w
Z O O O O oo:W W
a W(W
Q U , N
� 1
G U LL LL LL LL a
0
� �j y a
� M 00
O
Z — N q O0
Ch
W LiQ Q Q
V I Z U r- r- c� i
Q Q CO o � rn o I
W w C o o
a O
o w w w
z z 0
Q 0 Z
w zN N a �Wl �l
a�
`t woww ` /,j I WNI
N W
a
w=aa ava W � ��r � �✓
W
co co
LL LL
W
t a 1 W=
ppa as sa Now
O W
r <
Oa iNa a
� J �
a Qa -
� �� w
az .V a •,.��� N
p � 04
4 aia Da as a� as 41
5

"I"'?uwai-1 MCI `E7NIid33NIE7N3 'u ob=you!L
ZEEI-EbZ-6l6 -
woo•dpoypueswepe�" aDOOH #9 SwVa'V
OZSLZ ON'NOlAVIO ae e o
-ES NIVN 1SV3146 31VOS ONIHdVLI`J
`dN1101:1VO Hi2JON `AIN500 NOISNHOf GNOd V a333ns'WV3ais
5 3S`dHd A31S3113M l lOVdINI`ONUAINU3d 70V/l0V 6�O Z I33HS
z
z
a
a
N Y
Z
n
z h
Y a
m w
m d
w W 0 Of N
F z O W W
or a LL Z
p m UN o0'
m o
=1 a z 00'L+06 Vl o
r m M o
z z z r ZS' 9Z 110 ANI N
N a z =III=III=III=III=III (OE-1S)z 9 Ni ANI =
a I-III=I =1I 1=1I1=1
z Z O a �' =III=III=III=III=III (30V2 Nltl 3OIS p
0 o V Q W W II IIIII IIIII,IILI,II 11111 N HO1Vw w LZ WIH
Z w p 'b9+ V1S r r z LL III-III-I11=III=III=11 0
0 0 0 O =III=III=III=1I1=1I m o
x a o CO N -III-III-III-III-I m p
z g m r -III-III-III-III-III: W o =
a 0 m O w a III-111-11L-111=III=11 3NIlUE3 N3 J
>o 2 r X z g - - - - - 3ARi 2lQ4VSS 8W o J
o w
Z a Q = m U a roc c LL
O a(xp a (0 Z Q Z N
J K r Z O LLl a H d
U �° y Z.
Z wvi m
Y G Z a
p OK WQ d " J S'0 Z1nOAI o0
zZ W Z z0 >o p 00'
m + ltll
oo w ¢� pw J =
w Z m K
Z0 r ~ ram
u.0 w..u.u.un..n.u.l.°.I.l� , j
x 0 QZ x K
3l nuw tiaUwi
W
zWo(m° OarOWOwluunuwununu
1 xUa W U oN
} wr z
r3 W y xyOU wz7 2- 0 0
0Ll ZaO ra Z 0N N
UVO O U Nr Wiiiiiiiiiiiiiiiiiiiiiiiiiiiii 0
^ K o
11111111111 O W J W O}} W r N
wuri z r w a F w _z Wa iiiiiiiiiiiiiiiiiiiiiiiiiiiii O N U Z W 0
z O w a x a w m a uuuuuuuuuuuuuw a
r p m K o nnunnununlllluluu v> a o w O_ ❑ u> O O W o
U O(� W a Z Z N O 11111111111111111111111111111 N N W r r Z N
W Z�Z K W O a W g x m W 0 a a J
O O 2 mU H H } z H m
Z)�(6:5 ir�aa�o �� w Q < d
z LLD Z D
W w�zmaa. "-,00 < 0 O
a ZoJz oo O "
� IZoaW¢z°o"�w � � Z �f Q Q
vzw ww� gm W W U)
en U' �mr WNo 00 JJ D_ F- Z O Q
W a r J Y X r K a O O r
W
U pm0Qyp mW W!i Lr In
W z J J W- Z a U Q /\ O
Q ¢Ow�fgo<<zww lJ ♦4
� mw�= nnWwmWz� w v NADe3 z U J 0 0 O
o marzz mz9mo� y0a O O O O
fV m y ui<o r ao of Q M O A L LCL U 1 1L 1 I..L
1
z r o o_ L5L U) C
N N g W Z (�O z L W I..
zZ pm pwr pmr z wmw y¢m WW Z Ln (/�
N a Q N p Q N Q Q N o g Z U Q U X w W r O � M r— N
Tw LL�IL LL�E U,g LL'm� M �a� W Ao U O N co L()
Q ma mr ma mr ma mw _ LUO
Q� LL
Z 2 = l i m Q Q Q Q
Q
'W `` co
o C
N
QO s"'kA j 4m G M O T- O
-r O
ap y 0 0
Z (� LL LL LL
�
~ q CD
LU U) N
� N
b'O61 U W W
5R ( � ����� / / 2 nWN/ z
,�Wm ( LL O
of 0
w'u50� wr }r / c�oY I lllllll �, U) m LL LL
-a- z
LL LL
r
� Oda Oda Nom
a w a w w 0 0 00 00
a r a

"I"'?EbZ-uwai-1 MCI `E7NIid33NIE7N3 'u or=gou!L
ZEEI6l6
wood poypueswepe�o' aDOOH #9 SwVa'V
OZSLZ ON'NOUtlIO oa e o
-ES NIVW 1SV3 bLE 31VOS ONIHdVLI0
VNIIOI:IVO Hi2JON `A1N500 NOISNHOf SGNVl13M 4 lOVdWI
5 3S`dHd A31S3113M ONI MOJ3d bOV 40b 6 d0£133HS
0
Z
a
a
w N
O z
Z
r Z h n
Y a
am w
w w
z D
J
0
~O y oU� o
LL z 00'L+OL Vl o
N M J
z Z z Z9' 9Z 110 ANI rn o
Nd i (oc-is)Z 'L9 NI ANI =
z z o a (30V2 NIV 30IS p
O O V 4 N HOlVW L£'LZ WI2i H
z w CZ,
m 0'b9+)L V1S c J
U pO j �
a =o o U o
a 0 a a 0 3NIlUEI N3
0 o =
>0 X z 2 Q R!3 U 4VSS 8W o o ` J
Z O z� w N
OLLx z< d rc c 0
a n Q co Q Q Z Lu N x
0,Of Q O rw N > — N a
UZ O V) Q j Z w a Na
K w W },Z,�„ n J o
Ozz LL o ZO jQ Z C) � 0 U 719'0 Z1f10A I o+
00 z Q Up W Q F Q ui O 00' + LVl
o . w x
(n ow �v 3 �o w12 Q 2 0 g v
o a g — a
LU
O way °¢o wo w z
z> x0a W0 aJ a F � F �0w
Z ow
OOa wz� xU 0 0 w ❑a LLOO
z0 F�� 3a SQa U co ,cxio a ow$ o
O o�mOQQQ .o,ai 00 0 =¢o Z� aiaco o+�,
W =ow¢=¢ a� za o maz fnw 003�
U o 1.w W Q Z 2 N U N d N W r O W N D Z> Np
Z OOZ�3� Q W aw N W C) aaJ
LLI QaZa20KK N2 of
Z U)v:58 a N aO N�
U' �z'xaz- -n- LLo
W wQamQa. zou0a
aZO-U z 00 O z U F Op Z LL
o z U Q W Q Z N FQ W
V 3xu) ( LOWQ)KJ O U)
W d U J Y x 0 0 O H w
U p m Q Q N 0 W A W N H
woaJJwJJKza Q U U
Q ¢Ow�ffOZwW
(L m w F 2 N vl w w v)W Z NAD83 O Q
c Oma�zz�zzapo� N U
�ni my ui<6rao oi�� f1 LL� ^ Q
V LL 11
> ❑ow a C
oz ❑� z �
z � 0
w z 0 G
5zZ) z�z —
Lu Z p
Lu wad 3°o xWQ]w O Q O LL
�i W- 2i W- W
a 0 Q U o
h 7
UJ
I
LL m \\ l 00
o Zo
Q
y
of 0
1 LU Q
/ Z 0-)
o
'9 ao W
0
�aY
Z W
OF Z
U)
Z LL
woo

Le'b-?a wale . 'u ob=youl
ZEEI-EbZ-6l6 �d �JNIi�33N1'JN3
wor S;Lzo,ueswepe@'�o;ul a�QOH IS A��a�
OZSLZ ON'NOlAVlO ``/ oe oa o
133a1S NIVW 1SV3 bl£ 31VOS`JNIHdVHD
`dNIJO2J /O Hi2JON `AiNnOO NOlSNHOf dW8-Z 10 ddWl
9 3SVHd A31S3113M —7 `JNIIiIMJ3d VOt740b 6 d0 b 133HS
o w
F
v o
m w
rn x
m r
m a
m z
w o
- U
W
7 N
Y z
r z
Z W
0 w
W
U LL'
z a
0 i
z x N
r
O 3 LLU LI
F a LL Z
a O
y
oil
0 O U.0 O
Z of� Z C,
0a= g Z, z =III=III=III=III=11I
¢
V�mo LL W w
oU � LL0 Z =I=III=II I=I II=111—III—III=II I=I =I I I
1
IIIIIIIIIIIIIIIIIIIIIIIIIIII
z a 3 0 W o ll I—III—III=III=III=1
o O =) O =III=III=III=III=I
O r� 0 r¢o N I=III=III=1I1=1I1=1 zoO yr°w i COIIIIIIIIIIIIIIIIIIIIIIIIIIIII
v'0 z WOW W - - - -
Z wo�a
0 Z; -owow
Uo�WW2QS 0
LL U¢2DYow Z
zzry za
O ozc�4m�¢a O
r m r p m W d
I. 1 2 W H d H
x O O�x NLL
U O Q z S 0
Z ooz 0xw
z o O w QUA H } Z H
w ¢zOE �r Z of O
v 5w3o�o U U w Q Q F Q
�Y ryaozoW Z IL � U d
V mtz z0
�a¢aaZ2 d Z) 2
w w0owror ry
(nLLZWOwWa d' � H
kZ3:wa
N ?¢LLo J� a W (n
z
U'W¢��¢ Z U
z"LL�x o Q Q
Q ¢00¢t7W¢ O Q
�om of 2z Q F— N rn
£SOVN of U O O O
a ~ IL (=; c) C=)
w �z U) U) (A
~ O C N
U LO cm
U
a cv z < 0') <
wF- I,.- o
� W o 0
V Q Q o o
Q w o C o
W z K Z N LL LL
x LL LL
a.
LL m a C w (n U) fn
\ LLam o ��I 0z-�z G
�W 1 w`, 00a .om N 00
\ \ a3 aLL a0 xpLL C0 N LO
00 CLLI wa0 f
\ a� a0
N
s
°°$r 1 \ Z w
�X- -Irl=1 O O
N N
s �
w w
t LL LL
LL w
r M
od \ zz zK r Y
z Q�
Z U N 1 U "TON
w U K U W
�¢a w0a zaa Z0¢
K LL a a g
LLW LLW W W
a r
m m

"I"'?EbZ-uwai-1 MCI `E7NIid33NIE7N3 'u or=you!4
ZEEI6l6
w oypueswepe�o;ul a D Q O H S WVa�OZS;L
OZSLZ ON'NOUtlIO oa e o
1 "IS NIVW 1SV3 44E 31VOS ONIHdVLI0
`dN1101:1VO Hi2JON `AlN500 NOlSNHOf 30VR]Odn 37lomilS
5 3S`dHd A31S3113M JNIllIW2i3d VOV 40b 6 d0 9133HS
o
o 0 Z. z ¢ow
w W w a
H W W LL W a Z LL W
x OO w z OO
ZloD Z r x W- x xW ¢
Z N 2 w W-w- = a
W
0 3 z ww r z o
0 - LL W r m w W r
z0 3 Z Z ¢ Z Z LL O
r m O S �0 0 S a rN
N x N� w a w 0
= r w O V O >w
O W O x w¢ o x Q ww
w ° w 6 0z w 0 wz
U z x r w
a w r °� c� F °. 'o °>
Z r Z F �d Z F 7 Xw
z <' 3w2 Z° w z go_
m =IIlIlImIIIIIIIIlIIlIIl_IIIIIIIIII1III1III1 II1III II1III1III1III1 II1IIIII1III1III1III1 II1III III11I11 U �w�mw-7ro°LLo Nwaa�or000 °roa
N�aJ3�z�NzpxzLL aJowa d a=� z�Z J� o z w waw¢
¢W a �oo � x Z W a xOx �wLLo
Z D 500m
O rw00
N8o¢ � o
Sw3�ozwow Zwz
ra
LI 0 xF x
LLW = j ° o Z = w Nw �
_ ~
owo z
o`z6UPo-mooO o O z.�wzJaoES " mm-,waw
� ¢¢ m 4kX< w¢rwr (9r w 0 3iZ00 ,0 > owwb
o�awo�mwrcw¢3iruiw wWzm¢z3 w
Q LL a LL x W- a
a
Z vi Z Za(�z�C O LL¢w U°o°7 0 N LL w LL j N¢ W
grpO ~ rr O¢w Orx° m
O 1� Z N Q lW9 W¢w W LL O K..W¢Q z R LL LL r
a J aZCC)S (r_���QKQWW2�OLLZ�X¢Z�wwY
e Z r w w In w U r w°r w O w U Z°W Z
}i:F.�.•.• •1-
Zw d ZQwOjLLarw�Qa� �zo°z�ZLLLLF�zLLaw�¢a�NFwwLLzOaNW�u Z
zo? OW O ~ Nww�LLwLL��
ww � ? Naoa Q Q V Q Q � oF
Ow¢wOW
mmw-Dc 2NdcO 3NN �Q myaxmwu� w7i — 0- Sz
W W � N ro a n lo m m c64-66F>w
a � z
0 �Y
U w2
m a Z C.) V
ZO Q Q
a d LL S8OVN O
N
~ HC�O co
a
J � V U o 0
CL w 0 F O Q O O
/ Uwe
/ W / 0- � Z N
W --
wr Zy / d O
�/ U 000
�Zaa Boa I �� _ N 00
m r �� /� / LUCU CU
0 H Q Q
Z Z°Z -III_II / Q N
X o o CD O
=III=1 -1 Z U
a -11 III=i -I / O O
/ 2E a- O o
ol =�a w � U)
W
p X W Zm cfl
o �/ 00 0')
�o� oaa o<a
W m Wg� WLU \�
w a
r
r
w
w z
L O
Z N
III x° CIO Of
U-
m

woo•tZeEt E No ebuZO 1A6
a M
OSpoypuswap 0.;.! 'IS 3SN
WIJNV3
aV"ONENw:i C,
......a... ...
.EaDQOH �1
`dNIIOI:I 'O Hi2JON `AlNnOO NOlSNHOf
5 3S`dHd A31S3113M SII` IACI NOIM:13 6 30 9 133HS
ov =
' r 9t
m�
nv u0i«=a w -dv Ec�a ,10n
Ro
.q c9 NY y ��ao N e9 E _
R.
E ac on w �oav a _ca dCi c
a o
E � z z
LLnEX
E n a w w n ° $° E mz v d = c
D o 3 �m�wa rc�+ °0ic :o s �' _E ° E
2'im w o a0x',n
-
c w "yai=c 3
c a $« cD ° y
Oooco
A o
A a3 3 O
N Q n Ea=
a o j 3
om Oda
Z n x V o 3 m e °~ �ccrc
u v a�o
O y y N N m 3« «- a w Q m c i°- > c 4 E EI v
.. y E- E �3 w w Nv a2v� N«'- ;-de°:n�
2 Q d N w °� o.+ o v a H N E
G a a sz .m in ¢w ¢v � � Z � D' ezv`=5 �
G 2 N
W a a y p d
c C d U
c2 ai c�pp 0
c U E
Ol w
An �< m
> m.
L (°
N
fa fJ � N Ql.i
}
O O O L T w
0 10 r o N �U
U LL d m o'E 3 Cc*Fa
Z_ Q is a Tw m cLrj �a -o
Z W E dO
wLU iz mo Mm�o � E
CC 0 CC} QQZ c �� `oo a�r�
Q z LU LO
y TD co m y
oCwFoym y.3aa W'o
c Z N c v m m - Y m
O cLc- LLLL O L N- la0 O
G C LL .. .. _N 0 O a O >.C
� OF nB-,; 3 Mw� n or Qao� 2y
HU oolc oo >,a cc ;oE o0
Ka Y0'Yo N oom om moo cd
GI mU C 'm0 NN (0 C N 01U N
p m e m 3 m y a o ID E c L.
y a N
2 m O O C m N U O CC,
x c'rnmmwC.9d m a Ss Lc e mu.h<1 EE a
oc mO m 0° vE E
cam a a hm c� l Nom>
'6 N �,�LLY t0 C p C E y m 3 t >.E 1O
ra n m m
aE m LccCL E V O y� � ai
a.
m o v
Z
L C
COL
o m 'oo ID E
E t m w E a E rn c u D
N L m T N LIE
m r m y a� aiMa Lj m T O..`.. N
O L T UQ F N m f0 m (�9 m fA
CC C fa a 0 p C a 7 p N ..L. N
rn 3 m _
U � m m m e �a N : ri 3 c m
_ a rn
Z `n c�q c N i z v N m y m >.o c y d
L Z J N Ul� °l a) O E O. V M m m
W O y Q :° m a� E 8 a N U' 11 y m o ° CD E
vWiH J am r� E (Duoi ZN y Ta
Q 3a ao p Z oo a m m
o}C � Q m mL av cwo WO 15 «° d mr ma
Q Z W 2i `m N'; d 3'm W Ecc rn a)W N Y m,r a C N F W N d m N 3 Q O
O
C 0z V LLI q O C c N c m Y W Q 2 c
Q G1 .O m A
O N O r
m CN aOU cU 1 L0
H > O � L j O Q Q O
V mgco g7< m ` $mo m omm CML moo a)
O � CDNCQ
MOCm'Nu4,'Cm Wc Cmy c O
mw E U -a, O O Lc udL'D°O
w a m
E wp
o 0 omE A _m m o m E ccmc O 6
'a m oLNc E
N
�? m � m o� m NO. o m m
flfw aEo � 0vmo- CFLE = co E
Ejco ' c a0o - Ed2o oo d f m
U U)LL mQ ` O 2�LLa pU m N ULga2 U)L m Q 3>:
E

woo•tZeE�E No ebuZO 1A6
a M
OSpoypuswap 0.;.! 'IS 3AN
WIJNV3
aVLONENw:l C,
......a... ...
.EaO l
`dN1101:1VO Hi2JON `A1NnOO NOISNHOf
5 3S`dHd A31S3113M Z SlIVIAG NOISM:1A 6 30 L 133HS
z
W �? O J Q
W W U
3m 0 Qwa owvmi o I( I Zoa°wrx W
¢O w w m 9¢
w W
0oF
I wwNJNwn ,¢
O
>OVjOmo
i W �O>w0ow
o 'a'o'o �' I p ki wW�Qaug¢a
> �1. �w^ o� o U�K U O N�
Fd QQ z r¢
z7N Gi 13 OJO�UN�
_ rOZO�
O¢m ; ¢�N�m WO
r J H I J O Q O O 0 r J
- C0w g r�xoWZm ¢
NZJ V)�WZZ�� N
_ _ ¢ !Nv
Uxd O L_I_ o
W O O I z Q p x r N--� Nw a o �w W U=
O
NJW Zw->� mrw
L. mwm nLL OKO=W�w
a r= g A6 H"N.n- I_LJ
❑O (�W I ¢W-, j¢W0
Z Z K I °o(l Y(n•� (n I V N
Q '6 ❑Z W wOJJ_
wga zZUU' >QmnN
�K w Q w w g Q K Q m
wrap W O Q U K¢N>O r N V W
�` or W. Z �¢OW¢m
rcLL w� Q �JNU��Z� J
K 2 O Z r J H Q I7 Q a.
jam' OOm WI W W 1¢iN W UZQww z
mLL¢U �a Z J ¢ dZ W jYZ W'Q —
?) JOj <2 ?gomogEH
LLl w w y
> a8z
F W W O
Z haw
O �rx
Q m La W
LL �zw z _
aW�
ww<mwF _
W>Y A WH -IaIIIII--IIIII-III.—
>LL°Op
o- - I 5o� nr�Ow UW 0w X w0
a�Q rzWWo zgWa
LJ
a.W WWU LLK
WD��� U
Oz m pxw
z
Qom° Q -II'—IIIIII �mWZ�w W
Zo `rz<= II—III— roaZZN LL
goy � —III—II a.,Ifmm
m<z III—III= Yaooza
o= �zx E) 1=III=11 <000�� J
-III—III-
_ _ 1
�= LLm z II—III
—I LL.�aaO
wer ¢Zo Q 1—III—III- zQa000
<= a� °_¢ -III—III—I ��°WZ=
�� Y,-2 W II—III III cxW��wW
°�, °� Worn =III_ W5.,W
�o &� 3Wa W' xgwYNQ Q ¢
W i w U Q x U
/mLL ,Z U of F. ¢W Z W m
0 W N
zwW % ❑UNUHQ O O
0� ]3 z z¢W
--- N U❑ ¢W r w z a O
Q
Wr w u� wrfn W Z .2 z
W W _ W w 0 O-
a
QOQ QOpp�O W�' �wrw¢z
J N Z OZ Q W 7 W r
r X m
xoo NooWQ—
w
za-o �s o ��Wac'z
_ _ >w?O
W Ow¢ e�A•. ¢WOxZ W_ Q
i O� 3 ❑�W - - '._):. u)W wOw Q
U z W 7 r F W FX V W W r
H xJ Q zl - zr Jp'
#� m0� _ - wo>OQww W z
m "wz3 3�z m zoazT¢ Q
ogU - Wx2¢or
LL3�z i QOw w �W�Q zQ W w ���//�''�
LL U xU)J Z W W V
3 Z F. W LL w r Q U X O Q
f U» r W W g Z a N
m z a'm ¢ NmwmwUQ
o
¢ NOW « 2 ?
ZQ CL
H

woo•tZeE�E No ebuZO 1A6
a M
OSpoypuswap 0.;.! 'IS 3SN
WIJNV3
aV"ONENw:i C,
......a... ...
.EaDQOH �1
`dNIIOI:I 'O Hi2JON `AlNnOO NOlSNHOf
5 3S`dHd A31S3113M E SlIVIzIG NOISOHA 6_�O 8 1zI3HS
V doa
,I,vvE c y Z
df ° `o -s
E Sr S L m C O v
�r � Eyau � Ec
U
LLJ
=o V 9
Ha V
ezWE _
t 9 C
C w n
I 3 E.ci� @ �
` LLi c c o a J
�I I • � e 9 O 9 9e Q C v 9 U
7p O z y o
O
�•+j,k I r �' Q u 0°W E m c c t° I_L_I
• �• It� � �r 3 c� ooa �o of W ` J z
a ErEEs
\ \ c`O a ° Q
E �z$ A 5g 6E b�,
u N
rc U
„ C
3 m
N
LL l
o�w
s� Nam o
w. a W
t3
m<Nz awa s U aN� w z N¢
W J K 0
a0z3 �suai w� �W3 Z¢LLw2�cl
z�c I �W ( azS LL W mOw OfnO�Z
t U.,x
JN3WNNtlBN3 F i W U m x O K w
a � O�c��m
w N J 'Of
W 0¢F W m
-o � v)
r V W m W H Zwao m
zWmzZr=aaoa
��s m gaUaxgQZ�wo
N3o x¢
¢wQzNW�= w
nz¢wmf
za=oWwW2Ofw m> �o
w
Z
3 ¢=a2wP o<
W ~ W 6 O¢W-w w z Z
LLI" z < md O<q^q^
> N U �+aW --
O0 J> 7"Z
Z J f N ¢}W a W Y O 0¢
mo a�wa�WW
U m z
m
N-maO=Z5xwN
ICI I\ \ w LLWWZaww zW�mz
1 c ~ W z ¢ _>w O w J¢
w UK O ww.z ¢
z wd'WawWaow
o
o
'&' a wx Ow�wm
W ?KfA?H a00 of
az ww
rc `- �N -
o�� a 4
N <�

/ / M �e��a
�° ©. a DO O H ����� \
......
_.�e
d no d �JoN `uNnoo No SNHo
93SVHd k]]S]]]]M #sIVi AGNOSo A 6JO6I AHS
\I5 §k 2/=0
Iz
K\ k§ k§
\)
i` \ § 2 &
3aI ¥e
\\ )\G §o
\\ �zv
,
\k) Z
$ 7§ 7 (§
$;
§% !m §
2) cl
a S! .
§§
,�{£
i � a
- � o
@ E -
§ af
is
Q }
2 § |/ § »
*§ &
| / , ,R« !e G f!
/£ � z R£ .
-
k§ \
CN
7!§
§�k
a!

«o LL �a zl u p MN
w�
a
zaz� Togo°o o�< z� �€ €8� W Z.
Qo�ucQ �w94�� wo�a wz a �go Koo O c� O U
06 �-�
ag ; F v 88� �8„'0o sQoaw wa'o
r.- I I ¢ z.���� � Hm Iw 3.-y3� o��o �i
3 w
FJ2
--- ---_
o z*R
I I D i o 0 1 0
I p\o
°
° 1
O
o
_ O° °
evn�aoowaVoa� I O° O O i /� T"
CQ
J
I p 0 Q
�� I v+Ix — ♦ / ID0
I i /
I0
0 1
AA — O O�0 I p_ '
pp ` - i �®
/
- /
r w 0
-a
g gg s
Z {{ 1!! Jill ®®lly5p, 1 q5p @�g!ygy p-1 p11 pQ1 asp pg1g111p 4, p;g�yg�y gg y51 g y51 i11111111 q5 5 ygp tl1 ¢ ,Illyglp g 3811 FFi1ygp Jill $@ji yg, ,@�y5�p ��pyi7€p �I g{A'y5€p I9AiiII 'l g+7°yg1! 3j$g!{9�yglp 9m'y5€p ygsg
h S 5 A8l d l�SF9A C? }$i4li'llo!i2?d @Wli!@1!A A9��F®A iA€2 9!383 9!ii8®!@i?9d 3E A i�2FB!ilitl8!!d 3�E®d is€®!3�4e®A 4� 8!9� £!1�3F9!A 8!!A i�AEIA 17�2FBA 1il8 9d @�d l E®A
ti
iis 9gg, 7�@3gr a�g5q, 1a1#1g51p, g, g, €;7a� g��!93p gi 1g: ¢;gIpSjll 1 g lElllg 1111111,g gr 1g 5���}sS g ,1g51g a gag p3�g3g p}� @3�gF g p g5g f3;�g5g laiggi393g g5g� $ g �yg Ig ggpl+YSg5g3 g Rg 3A4 q
vB�G?F9 ile?S iimli sl9F6R s�MI x®iPF�k s`�09F1p ii�dl 99 sMli JlMlA a'lli a5�49R 9�� �R 3���5 9@I!I 89�F1k 2�3?F!p a301F65 ai��9!95�?�i 4A��9k!e?�9!9is€6!v��9R 9�?�i!�?��k 9€?49!46���A A$!��R

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
Certifying Engineer: i��Yl�ZCr�u C �LYIV�/L
Certification Review Date:
Project Name: DE 10 � 176 c= q­'�
WQ00 SO,�440 �rAProject County: LA a t T
1) Has permittee information changed since the permit was issued (or last modified'): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. ❑Yes [2 No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as-built drawings have been signed, staled,and dated by an N.C. PE? ❑ Yes No
3) Final Engineering certification? ❑ Yes 0 No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase,what was previously certified(if applicabfe),and what is left to be certified.
4) Adequate information related to sewer lines: �es ❑ No ❑ N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
+ Manholes have been installed: At the end of each line, at all changes in grade,size,or alignment, at all
intersections,and at distances not greater than 4�5-leet; minimum diameter shall be 4 feet(48-inches).
5) Adequate information related to pump stations: 0"Yes ❑ No ❑ N/A
Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: Q�Yes ❑ No ❑ N/A
• 15A NCAC 02T. Minimum Design Criteria (MDC)for the permitting of Gravity Sewers(latest version), and MDC
for the Permitting of Pump Stations and Force Mains(latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans,specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
+ The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter.A copy of the
reissued permit with variance language or the variance letter must be maintained Oth the original documents.
7) Does the project contains high priority lines(15A NCAC 02T.0402(2))? ❑ Yes EJ/'No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language,the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliant a with this permit(including but not
limited to pipe length changes of 1010 or greater,change in flow, pump sta�rfdesign capacity design change of 5%or
greater,and/or change in the number/type of connections)? El Yes ❑ No
• If yes,a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be Issued prior to certification and operation.
North Carolina Department of Environmental Quality D vision of Water Resources
Raleigh Reg onal Office i 1628 Mall Service Center,Raleigh,NO 27699.1628
Phys-cal Address 3800 8arfett Drive.Raleigh,NC 27609 919 791-4200

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Johnston County Department of Public Utilities
PERMIT#: WQ0020340 Mod ##4
PROJECT: Johnston County Landfill Pump Station Improvements
ISSUE DATE: April 15, 2021
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification 2hall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
C�rrl Ya r rd-mv , �v • 1 Ila
Printed Name,Title WA'Ws Signature Date
ENGINEERS CERTIFICATION
I, k'lrlw, as a duly registered Professional En ineer in the State of North Carolina,
having be6 authorized to observe ( periodically, ❑ weekly, full time) the construction of the
project name and location as reference above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the following construction:
upgrade the existing pump station by converting it to a quad-plex (4 pumps) and increasing the
operational point to 6,076 gallons per minute;add grit removal and a flow splitter box;7 000 linear feet
of 24-inch forcemain• and reconstruct the exis in a ualization basin; such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water
Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature &date:
ILI
R115(�
Final partial (include description)
Certification Comments/Qualifiers (attach if necessary):
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 1628 Ma I Service Center,Raleigh,MC 27699.1628
Physical Address 3800 Barrett Drive,Raleigh,NC 27609 919-791-4200

PERMITTEE: Johnston County Public Utilities
PERMIT Ih WQ0039596
PROJECT: Wellesley Phase 2
ISSUE DATE: November 7, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation, It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall Subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Chandra Farmer, PE-Utility Director gr�, _ q�k;l,
Printed Name,Title Signature F Date
ENGINEERS CERTIFICATION
1 Andrew Hodge,PE , as a du registered Professional En sneer in the State of North Carolina,
having been authorized to observe ( perioclically, ❑ weekly, full time) the construction of the
project name and location as referenced above for the above Permittee 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 of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division)Gravity Sewer Minimum Design Criteria adopted February 12,1996
and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track
Permitting Of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable; and other supporting materials.
N`,pNFItMeff"til
North Carolina Professional Engineer's Seal w/signature &date: ��`�H CAR '►•,�
O
Final ❑ Partial (include description) S (.
21Q94
F
ki GINE
08/27/21
Certification Comments/Qualifiers(attach if necessary):
�,, ���uuun�►►���,a�
1st Partial dated 10/24/18
2nd Partial dated 02/05/19
3rd Partial dated 04/04/19
Divkkm ofWater Resource:,Rulei;"h Rxuion;tl 017ice,WaterOwdit} Operation"SrC6011 �c�t��.ne��aterquality.org
102S Mail Service C'cnter, Raleigh,VC 27699•Ih2.� llhonc:1919)791-4200
1.,,•.,h.,,,• 'term ri„,.,I, n „,. t..,t.•,.t, \,r• »r:nu t- •10101 7ak�_71;0

From: Amanda Grimm
To: Simpson,Richard
Cc: Andrew Hodae
Subject: FW:[External]RE:Wellesley Phase 5 Sewer Extension Additional Information Request
Date: Thursday,January 18,2024 4:24:50 PM
Attachments: image003.pna
Sewer Cert.WellesleyPh2.09.14.21.Ddf
Landfill W000230340.4 Partial Cert.odf
SAW-2022-00258 Wellesley Phase 5 SD Clayton Johnston County NC NWP 29 Verification.pdf
401 22-0206 Wellesley Ph 5 IP29 Johnston M.Ddf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Richard,
Please find your additional questions with the responses in red.
1 -Please provide the Permit Number/Permitting Status letter for the 404/401 authorization
specified in Section IX.5. of the Fast Track Application.
The 401 and 404 permits are attached to this email.
2—Please provide confirmation and verification that the previously permitted pump stations
(Landfill&Wellesley)per your Planning Assessment Addendum have been completed.
The Wellesley pump station has been completed and the certification is attached. The partial
certification for the landfill pump station is also attached. Johnston County has provided an in
depth explanation of the timeline in the email below. The flow from the Wellesley Phase 5
development is being sent to the Central Johnston County Waste Water Treatment Facility
(CJCRWWTF). As outlined in the email, the pumps that are going to this facility are currently
operational.
The contractor estimates 4-5 months for the completion of this project with an earliest start date
of March. This puts the estimated completion date in July/August.
Thanks for following up on this today. Please let me know if you need anything else.
Amanda Grimm, PE
Cell: 919-298-2001
314 East Main St.
Clayton, NC 27520
IA&13 ADAMS & HODGE
ENGINEERING , PC
From: Kim Rineer<kim.rineer(,4ohnstonnc.com>
Sent:Thursday,January 18, 2024 2:27 PM
To:Amanda Grimm <amanda(@adamsandhodge.com>
Cc: Farmer, Chandra <chandra.farmer(@iohnstonnc.com>

Subject: Re: FW: [External] RE: Wellesley Phase 5 Sewer Extension Additional Information Request
Hi Amanda,
Please see the attached partial certification for the Landfill Pump Station and the
full certification for the Wellesley Phase 2 which I believe included the pump
station.
The Landfill Sewage Pump Station Upgrade project has been delayed. The pump
station itself is operational and was placed in service November 8, 2023. The grit
removal and equalization improvements also included in the project are not yet
complete. Final completion of the entire project is on-tract for May of this year.
Only half of the Landfill pump station is in use. The two pumps that supply a force
main to the existing CJCRWWTF are sending flow. The additional pumps that
pump to the new 210 WWTF will be used as soon as the 210 WWTF facility is
operational. This is expected in June or July of 2024.
Best wishes,
Kim
Kimberly C. Rineer, P.E.
Engineering Manager
Johnston County Public Utilities
309 E. Market St.
P.O. Box 2263
Smithfield, NC 27577
Desk 919-989-5725
Mobile [phone]
On Thu,Jan 18, 2024 at 2:04 PM Amanda Grimm <amanda(@adamsandhod eg com>wrote:
Amanda Grimm, PE
Cell: 919-298-2001
314 East Main St.
Clayton, NC 27520
H1 ADAMS & HODGE
ENGINEERING , RC
From:Amanda Grimm
Sent:Thursday,January 18, 2024 7:48 AM
To: chandra.farmer(@iohnstonnc.com
Cc:Andrew Hodge<andrew(cDadamsandhodge.com>
Subject: FW: [External] RE: Wellesley Phase 5 Sewer Extension Additional Information Request
Chandra,

The reviewer confirmed that an email will meet his requirements, as long as we can give an estimated
completion date. I will get with the client for an estimated date of the development, but can you
provide a date for the pump station? I know you mentioned it's close, but he wants a date.
Thanks!
Amanda Grimm, PE
Cell: 919-298-2001
314 East Main St.
Clayton, INC 27520
ADAMS & HODGE
ENGINEERING , PC
From: Simpson, Richard <richard.simpsonCcDdeq.nc.gov>
Sent:Thursday,January 11, 2024 10:47 AM
To:Amanda Grimm <amandaPadamsandhodge.com>
Subject: Re: [External] RE: Wellesley Phase 5 Sewer Extension Additional Information Request
Hi Amanda,
For comment 2, an email from the county on estimated completion will work. But
estiomated completion of your project also. We did not want the flow of your project to
be ready before the pump. Please confirm all in same email.
Kind regards,
Richard
From:Amanda Grimm <[e-mail]>
Sent:Thursday,January 11, 2024 09:48 AM
To:Simpson, Richard <[e-mail]>; Andrew Hodge
<andrew(@adamsandhodge.com>; chandra.farmer(@'ohnstonnc.com
<chandra.farmer(cDjohnstonnc.com>
Subject: [External] RE: Wellesley Phase 5 Sewer Extension Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Hi Richard,
The landfill pump station referred to in comment 2 below is close to completion,but not yet
finished. Will an email from the county with the anticipated completion date satisfy your
request or do you need something else?

Thanks!
Amanda Grimm, PE
Cell: 919-298-2001
314 East Main St.
Clayton,NC 27520
ADAMS & HODGE
ENGINEERING , PC
From: Simpson, Richard<richard.simpson o,deq.nc.gov>
Sent: Thursday, December 21, 2023 12:13 PM
To: Andrew Hodge <andrew(c�r�adamsandhodge.com>; Amanda Grimm
<amanda c&adamsandhodge.com>; chandra.farmerUjohnstonnc.com
Cc: Simpson, Richard<richard.simpson deq.nc.gov>
Subject: Wellesley Phase 5 Sewer Extension Additional Information Request
Hello Andrew,
After reviewing the Fast Track Sewer System Extension Application for Wellesley Phase 5
(Application Number WQ0043441 Modification), additional information is required in order to
further process the application. Please provide the following information by January 20,
2024, and note that the requested information must be submitted within 30 days of this request,
or the applicant will be required to submit a new application and application fee in accordance
with 15A NCAC 02T .0107.
1 -Please provide the Permit Number/Permitting Status letter for the 404/401 authorization
specified in Section IX.5. of the Fast Track Application.
2—Please provide confirmation and verification that the previously permitted pump stations
(Landfill &Wellesley)per your Planning Assessment Addendum have been completed.

15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete,the applicant shall be
advised how the application or accompanying supporting information may be modified to
make it complete.The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be
accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of
October 3, 2023[as stipulated in the 2023 House Appropriations Act,House Bill 259, Water
Quality and Stormwater Fees, Section 12.14(a)].
Sincerely,
Richard
Environmental Engineer
Division of Water Resources -Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4239 Office
rchard.simpsonndeq.nc.gov
Q E Q��
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEO
Subchapter T Rules.pdf(state.nc.us)

Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.