WQ0040565_Application (FTSE)_20190131

__
Central Files: APS SWP
1 /8/2019
Permit Number WQ0O40565
Permit Tracking Slip
Program Category
Status project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
'Facility
Facility Name
East Chatham Street Sewer Extension
Location Address
Major/Minor Region
Minor Wilmington
County
Carteret
Facility Contact Affiliation
Caner
Owner Name owner Type
Town of Newport Government - Municipal

' FIFO/H'CDEN WHIM
JA1\1 0 7 2
Water- QtAality [Regional
perations S�ctlon
Wilrrii;�� t.')n Regii �naEl office
LETTER OF TRANSMITTAL
Engineering - Architecture - Surveying - Technology
324 Evans Street, Greenville, NC 27858
Phone [phone] Fax [phone]
To:
Wilmington Regional Office
Division of Water Resources
127 Cardinal Drive Extension
Wilimington, NC 28405
1910-796-7215
We are sending you the following:
Shop Drawings Prints
Copy of Letter Specs
Change Order Plans
DRIG
Date: 12-28-18 1 Proj. No.: 20180166
Attention: Jim Gregson, PE
RE: Chatham Street
Town of Newport
Wastewater Main Extension
Samples
Payment Application
x Other: Permit Application
Copies
Date
No.
Description
1-Orig.
-Copy
Completed Application Form
1-Orig.
-Copy
Brief Project Description
1-Ong.
Application Fee- Check $480
1-Orig.
-Copy
Flow Tracking Form
2
Site Ma
These items are transmitted as checked below:
X For Approval Reviewed
For Your Use Reviewed as Noted
As Requested Revise &Resubmit
For Review and Comment Returned No Action
Prints returned after Loan to us
Remarks:
Copies:
Architect:
Engineer:
Contractor:
Owner:
Other:
Other:
Signed: c dd cl��
Todd Tripp, The East Group

State of North Carolina
Department of Environmental Quality
Division of Water Resources
_DW . R 15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: W �00 qol(a (to be competed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Newport (company, municipality, HOA, utility, etc.)
2. Applicant type: El Individual ❑ Corporation E General Partnership
El Federal ❑ State/County E Municipal
3. Signature authority's name: Angela Christian per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: PO Box 1869
City: Newport State: NC Zip: 28570-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION: If, S
[:] Privately -Owned Public Utility
❑ Other
1. Project name: ToChatham Street Sewer Extension
2. Application/Project status: Z Proposed (New Permit) Ej Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Carteret
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.774283' Longitude:-76.8603140
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Todd Tripp
Firm: The East Group
Mailing address: 324 Evans Street
City: Greenville State: NC
Phone number: [phone]
License Number: 017480
Zip: 27858-
Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Newport WWTP Permit Number: NCO021555
Owner Name: Town of Newport
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: 10- inch
System Wide Collection System Permit Number(s) (if gpplicable): WQCS 00177
Owner Name(s): Town of Newport
FORM: FTA 04-16 Page 1 of 5

, V1 *
GENERAL REQUIREMENTS
1. if the Applicant is a Privately -Owned -Public Ufility, has:a Certificate of Public Coftveni'en'ce and Necessity been attached?
0-Yes, [:]No NN/A
2. If the Applicant is a Developer of lots to be sold, has a Devel.oper*,s,,.Overationa:i..Aiareement (FORM:DE been attached?
E Yes []No :N/A.
erat'onal. Aoreerne been attached?
I If the A plicant is.a Hoffie/Propertv Owners' Association. has an 0o i nt(FORM: HO, I
p
D Yes []No ON/A.
4. Origin of:wastewater: -(Check all that apply),
Residential Owned EJ.Retail(stores, centers, malls) []Car was
O'kesidential. Leased EIRetail with food preparation/ !service El Hotel. and/or Motels
E] School preschool. day -care QMedical dental veterinary �f facilities itie EJ -S wimmin 14 Pool /Clubhouse
F1 F . o . od .. and drink facilities E] Church. ❑ Swimming Pool/Filter Ba-&-wash
:- )
E] Businesses / offices / factories E]Nursing Horne [] Other(Explain in Attachment
_0
ti ... .. .-rdii
5. Nature.� of wastewater 100 % Domes c/C ommeal 0 % -Commercial '- F r*
0 Industrial, See I 5A N'.CAC 02T - 0
mef :EjY -8. :Ej moo.
AN 2 1 2019
is there � a .Pretreat rent $6.q.9 e
ent:Program i V.
P.49.4, flow reduction been approved. unde' 'r': 15A. N'CAC 02T .01141 . ? Y.e& No
6.
'if 110s, r+vv a cop of flow reduction ApOrov*91 letter
_y
7. um mlarize wastewater generated by proj ecti.
W'al'h of nits. Flow
Dail Design 0 Units n't Type :(see 02T.0 tiin
EstablishmeF1 Noy U
Residential.& Non Residential TBD
88.0 ga1/day/A. 3.& AC 331440GPD.
to I 14(d)
gall air GPD
gal/day GPD:
gal/ 10005F GPDgai/seat*
GPD
gal/ :GPD
tal 33,440 PD
(d);.1 (00) and for caveats to wastewatei . M mum ow per.
.14(bl fe)(2) r desig flow rates:(
a fee 15A NCAC .02T io 1:1
d' ,Pu• blic use
e,: near:
dwelling; pr' d- unknown. nonresidential. -de elopffidn"t' us'es". Public -access facilities: locat'...
V X. meat 11. . �
e s
-as* and residential roDertv located south.: or -east of the -Atlanti.c.Intracoast'al: Waterway to b' used as vacation rentals
.are
as defined in G. S. .42A:4
--iInt
02T :114shallb Per l5ANCACO2T.0.114(c)-design..flowratesfor establishments not able.0
t r :and other -measured data.
:bt, determined using available flow- data, water. using -fix fixtures occupancy:o.. operation. pattern;;
C
8. Wastewater generated by project-., G.PD.(per 15A 'NCA 02T .04
> Do not include future flows or previously-perin' it . ted allocations
If permitted ll.ow is zero., indicate why.:
0110 w- will be verm permits. c 'ect to this line
PUTtID StAti. r Gravity Sewer where flo itted: in. stibsequent'Dermit'. that
El Flow h.0 already : been allocated in Permit .N:wn. ber:
ttehabiltatior or replacement of existing sewer with no dew flow expected
e E laft
r xp m).
FORM: FTA 04-16 Page 2 of 5'

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
10
3,498
PVC
10
50
DIP
➢ Section II & III of the N 4DC 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: None
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I):
El Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.03 05(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

Ix. SETBACKS & SEPARATIONS — (02B.0200 8-r..15A NCAC 02T.0305(f)),
1. Does the. project comply with all separations found in 15ANCAC 02T. 10.305(f) & f� Yes [:]No
1 5A NCAC 02T-00305(f) conta , in, . q rn I in . ininm qennimfinn.v, that Rhall he n.mVided for .qewe-r w0eins:
Setback Parameter*
Separation Required
Storm sewers and other utilities riot listed below (vertical)
24 inches
Water mains (vertical -water over sewer ineludinin benched trenches)
1.8 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (verticafl. -.reclaimed over sewer)
18 inches
Reclaime"dw-a-ter lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 imp unded reservoirs used as a source of drinking water
1.00 feet
"Waters classified WS (except WS *1 or WS-V)., B. SA,, ORWI HQW,, or SB from normal
high -water (or tide elevation) and wetlands (see itemfX.2)
50 feet
**A.nv other.stre-am, lake., impoundment, or ground water lowering and surface drainage
ditches tches
JQ feet
Any building:foundation
feet:
Any.basement
1.0 feet.
Top slope of embank.m.ent or cuts of 2 feet or' more v . erticad height
10. feet
j)rainage 'systems and interceptor drains
5 feet.
Anyswimm pools.
10feet
Final earth grade. (vertical.),
a inches
-NCAC'02T.0` .:c ntainsalternatives where :separations in:02T.0 can. be achieved.
.1 5A .0 30.5f.h cannot b..
"e -s NC Surface W at r cations Strearn classification.s can be. identified using the Divilisiloh'd ClAss'.1fi i swe e
If noncompliance with 02T.005(f). or (g). see �Section X of this P& az plication
-1
2. :Does: the: Ject comply with. separation requirements for wetlands? (50 feetbf separation [3 Y'e
s EINq N N/A'
pro
> :See. the Division's draftseparation requireiten p for situations where separation cannot be meet
N
-
>* o V­ ariance is reauired if theaIternat ive -desi . gn criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected.
-pro setbacks, found. in the iverbasin: rules r..15ANCAC..02 [K Yes :E]'No EIN/A
Does, the project comply
with setb.. r i ru p1Q, B .02009
This ouid include* Trout Buffo,.rtd Streams per ;15 5A NCAC:2B.0201
44 Does the -project require. coverage/authorization under.a 404 Nationwide or 0 Yes Z No
Individual permits or 401. Water Quality Certifications?'
> '1ndormation:can be obtained from the 401 :& Buffer Permittin Bratic.+ h
S. Doesproject comply with .15, NCAC0.T.0 I 05(c)(6(additional permits/certificationS)?
0 Yes 'ENo
.Per J 5A NCAC 02T.-0105L0 6, directly related. environmental -permits: or certification app'li"cations, apvt e 'r'F'i-ajq(d have
epen. - - g16 'An 'swan n; obtained: Issuance of this -permi is:contingent ce of d 16) been app.lied,for., or have been obtain ton is
'sedimentation; control plans stoftnWater management plans, etc.).
JAN 21 2019 4P
iT
60 Does this pro.-Ject *include any:sewer collection that are deemed.;"'high-priority?"
Per 15A. NCAC 02L.0402, "high -priority sewer" means any -aerial sewer, sewer contacting surtace wateE, srpl 6W, r
positioned parallel to streambanks that is subject toy .egos idn that u-nddrmines or deteriorates lhe. - sewer..
Z Yes R No [J N/A
;> If ves. include an attachment with details for each line, including typp (aerial line, size,material and location):
That le
*0
Lion f tbe 1 :---ct extendin fron 1Highpriopity lines shay, be inspPeted y the permittee or�s representative at 1_east once every six -months 'and
inspections documented. per 15A. NCAC 02T.0403(a)(5) or the perinitee's individual I Sy9b6m-Wide Collection permit.
FORM:: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains ( latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
E Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
rinc»mentc_
2. Professional Engineer's Certification:
L -TocW (f'�,f
(Professional Eng�leer's name from Application Item III.1.)
attest that this application for
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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations 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 143-215.6B, 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.
��I111i11i
...................,ee �.�r........................� �...........................
�► kA CF?6
North Carolina Professional Engineers seal, signature, and date: �t ..• �• i•,
„ ,,.
• ,EAL� o
.e • .o
• 0174SO -
.� e a ♦
•'r,
•.fir �
ALAI
JJ
....................................... ........:
3. Applic nt s Certification per 15A NCAC 02T .0106(b):
I, / �- �� ✓� �' attest that this application for
(Signature Authority's name & title fromApplication Item I.3.)
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 make 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 143-215.6% 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: � vDate:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
,- Department of Environmental Quality
„
•:' ii/,.sir! i !,!!!
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Newport
Project Name for which flow is being requested: Chatham Street Sewer Extension
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are, the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Newport WWTP
b. WWTP Facility Permit #: NCO021555
Allflowsare inMGD
c. WWTP facility's permitted flow 1.20 MGD
d. Estimated obligated flow not yet tributary to the WWTP .108
e. WWTP facility's actual avg. flow .600
f. Total flow for this specific request .0334
g. Total actual and obligated flows to the facility .7414
h. Percent of permitted flow used 61.8
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 Average Daily Approx. Not Yet Total Current
Station Firm Flow* * Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity*
LS#4 .259 .086 .015 _0334 _04R4 017
x -l-ne r-irm Uapacity of any pump station is defined as the maximum pumped flow 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 (pi) not less than 2.5.
* * * 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): Town of Newport- WWCS `�'ri--
Downstream Permit Number: W CS00177 F'
Q
BAN 2 4 2019
eA :
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Bernard C. Hall IV 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 I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

Brief Project Description:
Required by Item 6 of the Checklist, Page 1 of 3 of the Form FTA 04-16 instructions
The Town has an existing wastewater pumping station at 330 East Chatham Street referred to
as Lift Station #4 that serves a gravity sewer Hibbs, Joyce, and McQueen Streets. There is no
significant run of sewer main from this station serving East Chatham Street, yet the street lies
within the Town-s municipal limits. In order to satisfy its obligations to serve annexed areas,
the Town undertakes to serve as much of Chatham Street as is feasible to serve with this pump
station. Current flows to contributing to the station are well below its design capacity.
This project undertakes to construct approximately 3,600 linear feet of new wastewater gravity
sewer line along Chatham Street extending from the existing pump station southward to Willis
Road and thence along Willis Road eastward. The main consists of 10-inch sewer to allow for
future connections of both gravity sewer south of this project and of force mains that may be
required by future US 70 corridor projects.
There are no specific new customers or developments that have been submitted to the Town
and thus no specific data for basis of the current flow allocation. In lieu of such hard data that
will be available when future customers along Chatham Street arise, the Town will utilize an
estimated density for determining the flow to be attributed to this project. Should future
development result in a need for additional flow, a permit modification or a new sewer
r
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a
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extension permit (if extension is required) will be submitted to adjust the flow to reflect actual
flow allocations at that time.
Page 1 of 2
Chatham Street Sewer Extension —January 4, 2019 (FTA 04-16)

In order to establish a flow for this permit application, we delineated the watershed area that
the new line would serve and predicted a future residential density of 1 home per acre for a
total of 38 residential units times 360 gallons per day design flow or 13,700 gallons per day.
The actual future flow for this line will be determined by the actual development takes place.
Sensible design requires that the line be sized for the likely flow to be expected for a potential
service area. In addition to areas that would directly contribute to the main, there is also an
expectation of additional areas encompassed by the Town's corporate limits and its
extraterritorial jurisdiction to the south. The terrain is such that the southern extremities
would not
gravity flow to
the new 10-
inch main but it.
is likely that
pump stations
serving these
areas would be
designed to
discharge to
this gravity
main. Arailway
owned by
Norfolk
Southern forms
the expected
boundary of
the future
service area to the north and east. US Highway 70 forms the southern and western boundary,
and the ETJ of Morehead City forms the southern boundary of the potential service area (both
gravity and force main) which would be expected to contribute to the new main. The future
service area is shown in Figure 2 above and it contains about 776 acres. An accepted design
flowrate for medium density residential development is about 800 gallons per day per acre
(Source: GUC Manual for W& S Extensions). If we apply this design guidance to the future
service area it provides an estimated future developed flow of 620,000 gallons per day or about
430 gpm. This would provide an approximate half -full pipe at 0.30% pipe slope with a 10-inch
gravity sewer, which is the selected pipe size for this project.
Page 2 of 2
Chatham Street Sewer Extension —January 4, 2019 (FTA 04-16)

�JS g,, le MapS34°46'27.4"N 76°51'37.1 V
Map data ©2019 Google 500 ft
1 /8/2019

RECEIVES/NCDENRIDWR
JAN 24 2019
Water Quality Regional
Operations Section
Wi l m i nipton Ref-;iona l Office
LETTER OF TRANSMITTAL
Engineering - Architecture - Surveying - Technology
324 Evans Street, Greenville, NC 27858
Phone [phone] Fax [phone]
To:
Wilmington Regional Office
Division of Water Resources
127 Cardinal Drive Extension
Wilimington, NC 28405
1252-796-7215
We are sending you the followin
Shop Drawings Prints
Copy of Letter x ISpecs
Change Order x Plans
Date: 1-21-18 1 Pro'. No.: 20180166
Attention: Dean Hunkele
Environmental Specialist II
RE: Chatham Street
Town of Newport
Wastewater Main Extension
Samples
Payment Application
x Other: Permit Application
Copies
Date
No.
Description
1-Orig.
-Copy
UPDATED - Completed Application Form
These items are transmitted as checked below:
X For Approval Reviewed
For Your Use Reviewed as Noted
As Requested Revise &Resubmit
For Review and Comment Returned No Action
Prints returned after Loan to us
Remarks:
Co ies:
Architect:
Engineer:
Contractor:
Owner:
Other:
Other:
Signed: 9,-Wd 01�,
Todd Tripp, The East Group

Hunkele, Dean
From: Todd Tripp <[e-mail]>
Sent: Monday, January 21, 2019 2:01 PM
To: Hunkele, Dean
Cc: [e-mail]; bhall@townofnewport..com
Subject: RE: [External] RE: Pending WQ0040565 -- Chatham St sewer ext request
Attachments: 01 -Updated Application Forml -21-19.pdf
ma- I
We discussed the flow with Bernie Hall at Town of Newport and we would like to apply for the 880 gpd per acre flow
allocation you referenced in your comment where you referred to 2T.0114(d). We've revised the application forms in
accordance with this and obtained the Town's approval. Please see attached. These are being followed up with hard
copy originals. The intention is to remain open to anything fronting the street whether its commercial or residential so
long as it falls within the stated flow. We know there will be opportunity to .revisit when other non -road areas that
could contribute apply for permits.
In addition, you mentioned that the lines that are at 0.3% would likely be high -priority lines until the flow increases to
something approaching the design flow. The Town is understanding of that and indicated they are ready to provide the
required inspections and I've added reference to it in the space provided in the application form. I intended the callout
to match our phone discussion: its from MH 3 to MH 13, the remainder has fairly steep slopes and should have good
velocities.
Please let me know if this seems goodto you and thanks for your comments.
0WO-11
Todd Tripp, PE
Senior Civil Engineer
THE EAST GROUP
324 Evans Street I Greenville, NC 27858
Cell: [phone] 1 Office: [phone]
[e-mail] I www.eastgroup.com
This communication is for use by the intended recipient and contains information that may be privileged, confidential or copyrighted under applicable law. If you are not the intended recipient, you are
hereby formally notified that any use, copying or distribution of this e-mail (including any attachments), in whole or in part, is strictly prohibited. Please notify the sender by return e-mail and delete this
e-mail from your system. This e-mail does not constitute consent to the use of sender's contact information for direct marketing purposes or for transfers of data to third parties.
From: Hunkele, Dean [mailto:[e-mail]]
Sent: Thursday, January 10, 2019 12:05 PIVI
To: Todd Tripp
Cc: [e-mail]; [e-mail]
Subject: RE: [External] RE: Pending WQ0040565 -- Chatham St sewer ext request
Importance: High