WQ0041791_Application (FTSE)_20200706

DWR
Divislon of Witter Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T,0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04.16 & SUPPORTING DOCUMENTATION
Application Number:
(to 4a completed by DWlt)
All Items molt be comaleted or theagaticgtion will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: City of Mebane
(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: David Cheek per ISA NCAC 02T A1066
Title: City Manager
14 C Department of
4. Applicant's mailing address: 106 E,
Washington St
Environmental Quality
Received
City; Mebane State: M
Zip: 27302-^
5, Applicant's contact Information: YX U 6 2020
Phone number: (2W rW-M Email Address: dohe§k@gityofinebano,com Winston-Salem
II, PROJECT INFORMATIONt Regional Office
L Project name: Cambridn P r
2, ApplicationlNect status: Z Proposed (Now Permit) ❑ Existing Ponnit/Projeot
If a modification, provide the existing permit number; W000® and Issued date:
If now construction but part of a master plan, provide the existing permit number; WQ00_
3, County where project is located: Alamance
4, Approximate Coordinates (Decimal Degrees): Latitude: 36.050746° Longitude: -IJ2 W
1 Parcel ID (if applicable): 163252
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1, Professional Engineer: Robert S. Dlschtng4r
Firm: Evans Engineering. Inc.
Mailing address: 4609 Dundas Dr
City: QreonstZoeM State: NG
Phone number: (M "A-§M
License Number: 18914
Zip: 2, 7407-®
Email Address: rsd cSovans-mg corn
IV, WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1, Facility Name: Cily5)fGraham WWTI' Permit Numbev NCO02121 I
Owner Namo: Cifv�of Qrahaltt
V. RECEIVING DOWNSTREAM SEWER INFORMATION (If diiforent than WWTF):
1, Pormtt Number(s): WQ0040482 Downstream (Receiving) Sower Size: 1Q Inch
System Wide Collettian System Permit Number(s) (if agplicabW WQCS00081
Owner Nam*): City of Mgbang
FORM: FTA 04-16 Page I of

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
1 If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORMI DBy) been attached?
❑ Yes ❑No ®N/A
3, If the Applicant is a Home/Pronorty Ownors' Association has an Operational Agreement tlzoft HOA) been attached?
❑ Yes ONO ZN/A
4, Origin of wastewater; (check till that apply):
Residential 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 faoilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses I offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: JaOA Domostic/Commercial __—°fo Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I SA NCAC 02T .0I 14(fl? ❑ Yes ® No
➢ If Yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see g T,nit4 Q
Daily Design Flow"0
No. of Units
Flow
480 gal/day
156
74,880 GPD
gAV
GPD
gaU
GPD
gal/
GPD
&AV
GPD
gal/
GPD
7ON/
74,880 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(l) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as dented
in G.S.4
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: 74.880 GPD (per I SA NCAC 02T .0114)
➢ Do not Include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated In Permit Number;
❑ Rehabilitation or roptacemotrt of existing sower with no now flow expected
❑ Other (Explain):
FORM: FTA 04.16 Page 2 of 5

VII, GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T,030S& .MDC (Gravity Sewtrsl;
1, Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 5,717.9 SDR35
8" 1,4581 DIP
➢ Section U & 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 requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T,OW & MDC (pumb S a to sIP _ e Rtaius);
COMPLETE POR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or namo;
2. Approximate Coordinates (Decimal Degrees); Lotitude; ® Longitude: - a
3, Design Flow of the pump station: e millions gallons per day (ftrnt capacity)
4, Operational point(s) of the pump(# _ __ gallons per minute at — tbet total dynamic head (TDH)
5, Summarize the tbrea main to be permitted (tor this Pump Station);
Size (inches) Length (fret) Material
6. Power reliability in accordance with 15A . CAC 02T.0305(b)(I
❑ Standby power source or pump with automatic activation and telemetry - l5A NCAC 02T .0305(h)(1)(B)i
➢ 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 I5,000 gallons per day;
Ll Portable power source with manual activation, quick -connection receptacle and telemetry - I SA NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged omorgency pump connection and telemetry - I5A 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 agroement)
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 tinieftames, 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 & 16A NCAC 02T.0305(0)I
L Does the project comply withal[ separations found in 15A NCAC 02T .0305(t) & (2) ® Yes ❑ No
➢ I SA M11A41 n9T AMIUR r .t.in. minimum .erwrnHnn. "her.hell he nmvided fir Sewer aystems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer 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 It Impounded reservoirs used as a source of drinking water
too foot
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB fttom normal
h h water Lor tide elevation and wetlands soe Item IX,2
SO feet
•^Arty other stream, lake, Impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any butliftrut foundation
_
5 Riot
An basement
10 foot_
Top slope of embankment or cuts of 2 feet or mom vertical height
10 reat _
Draingo systems and interceptor drains
5 feet
Any swit-arning pools
10 feet
Final earth rade vertical
36 inches
➢ ISA NCAC 02T.0305(el contains alternatives where separations in 2 .0 S cannot be achieved.
➢ +"Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T.0305(D or (a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ Seethe Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3, Does the project comply with setbacks found in the river basin rules per 15A NCAC 020,02092 ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per ISA NCAC 28.0202
4, Does the project require caverage/audmorization under it 404 Nationwide or ® Yes ❑ No
Individual permits or 401 Water Quality Certifications?
➢ Information can be obtained Item the 401 & Buffer Permitting Branch
5, Does project comply with ISA NCAC 021'.0105(cl(6) (additional permitsfcertillcations)? ® Yes ❑ No
Per ISA NCAC 02T.0105(c)(6b directly related environmental permits or certification applications are 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, storrawater management plans, aw.).
6. Does this project include any sewer collection lines that are deemed "high-priorityT'
Per ISA NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or doteriorates the sewer.
[-]Yes ® No ❑ N/A
➢ 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 ISA NCAC 02T,0403(a)(5) or the permftee's individual System -Wide Collection permit,
FORM; FTA 04-16 11age 4 of S

X. CERTIFICATION&
L Does the submitted system comply with 15A NCAC 02T, the MitihmuLr Design Criteria for the Permitting of PumpStations
and Force Mains (latestyerslonl and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® 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 rewired prior to submittal of the Fast Track Application and sunnorting documents
2, Profssional Engineer's Certifioatiow
I, XXAMM 5. _attest that this application for
(Professional Brudneer's name from Application Item II1,1)
has been reviewed by me and is accurate, complete and consistent with the Information supplied in the plans, specifications,
engineering calculations, and sill 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 Per 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 he consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, ntty 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 $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and da
3, Applicant's Certification per i5A NCAC 02T.0106(b)t
D
David S. Cheek, City Manager attest that this application for
(Signature Authority's name & title from Application Item L3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if ail required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater fiem this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated, I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
Incomplete.
NOTE — In accordance with General Statutes J43-2i5,6A and 102151$ 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.
David S
Signaturo:
Digitally signed by David S.
Cheek Cheek
Date: 2020.06.30 15:53:57-04'00' Data:
FORM: PTA 04-16 Page 5 of 5

—Since 1974—
Surveyors Planners
May 28, 2020
Justin Henderson
NCDENR — Division of Water Resources
450 W. Hanes Mill Road — Suite 300
Winston-Salem, NC 27105
Re: Cambridge Park Phase 2
Dear Justin:
1v C Department Environmentalof
Quality
Received
YA 0 6 2020
Winston-Salem
Regional Office
Enclosed you will find a Fast -Track Sewer Application package for a proposed
subdivision in the City of Mebane for your review. Items included in this package
consists of, check for $480, FTA 04-16, FTSE 01-16 and USGS Map. This project is
called Cambridge Park Phase 2, located on Jones Drive in Mebane, NC. This phase will
generate 74,880GPD, it consists of 156 single family lots for sale and is part of a larger
subdivision. This project is served by an onsite gravity sewer system (WQ0040482)
flowing to a pump station (W00040510) than ultimately tying onto an existing City of
Mebane sewer system. Feel free to contact me with any questions or comments.
Sincerely,
Dave Southard
Project Manager
4609 Dundas Drive
Greensboro, NC 27407
Phone 336-854,8877
Fax: [phone]
License #C•0168

State of North Carolina
Department of Environmental Quality
Ow. Division of Water Resources
hivislon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Graham - Mebane Allocation
Project Name for which flow is being requested: Cambridge Park Phase 2
More than one FTSH m(V be required for a slugle project (f the owner of the WWTP is not responsible for oll panrp
stations along the route ofthe proposed wastovoterJfam
1, Complete this section only if you are the owner of the wastewater treatment plant,
a, WWTP Facility Name: City of Graham WWTP
b, WWTP Facility Permit #: NC O021211
A11 flaws (ere to NGA
o, WWTP facility's permitted flow 3,50
d. Estimated obligated flow not yet tributary to the WWTP .796860
e, WWTP facility's actual avg, flow 2.101
f, Total flow for this specific request .074880 - Mob Allocation
g. Total actual and obligated flows to the facility 2.897
h. Percent of permitted flow used 82.80A
11. 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)
(g)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow**
Current
Tributary
Plow Plus
(Name or
Permit
Capaoity, "
(Firm / PO,
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MOD?
MOD
Plow, MOD
MOD
Flow
Capacity***
Chew
lane
2.5
1.0
.017895
.750
.767
2341
* The Firm Capacity (design flow) 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, per Section 2,02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station Wlocatedh
between the project connection point and the WWTP where the Available Capacity IVlronnenitalent of
Downstream Facility Name (Sewer): Cherry Lane Force Main ReceivedQUality
Downstream Permit Number: WQ 0029492 J`X 0 6 2020
Winston-Salem
Page 1 of 6 Regional Office
FTSE 10.18

III. Certification Statement;
T Frankie Maness 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 sower overflows or overburden any downstream pump station on route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment whore 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signature
Official
Date
Page 2 of 6
FTS6 10-18
-aa

City of Graham FTSE - W WTP
W WTP - 2019 Calendar Year Flows
GPD
W WTP
2,101,000
Total Flow
2,101,000
W WTP - Obligated Flows - Non -Tributary
Project Name
GPD
Graham Obligated Flows
46,860
Mebane NCCP Flows
Mebane Remaining Allocation
676,100
Hawfields Day Care (MEB)
2,500
Cambridge Park, Phase 1A-Revised (MEB)
18.480
Cambridge Park, Townhomes (MES Allocation
29,880
Cambridge Park, Phase 18 (MEB)
23,040
Total Allocated - Non Tributary Flows
796,860
Proposed Flows
Project Name GPD
Cambridge Park, Phase 2 (Meb Allocation) 74,880
Total Flows 2,897,860
Permitted Flows
3,500,000
Percentage of Permitted Flow 82.8%
City of Graham FTSE - Cherry Lane Lift Station
Cherry Lane Pump Station Flows - 2019 Calendar Year
GPD
Cher Lane Pump Station
17,895
Total Flow
17,895
Proposed Flows
Project Name
GPD
ECa,bd,dqePark, Phase 2 (Meb Allocation)
74,880
767,895
38.3%

City of Mebane Allocation to Graham - Obligated vs. Tributary Flow
Allocation
Type
Subdivision or Project
Date
Obligated Flow for
Project (Permitted)
Obligated Flow Now
Tributary (Permitted)
Net Obligated Flow
Allocation
Remaining
NCCP
NC Commerce Park - Mebane
NCCP
Wal-Mart
NCCP
NCCP Shell Bldg 1 (Prescient)
Oct-16
8,400
8,400
-
Mebane
City of Mebane Allocation
148,780
-
148,780
750,000
Mebane
Hawfields Day Care
Nov-18
2,500
747,500
Mebane
Cambridge Pad,, IA
Nov-18
18,480
729,020
Mebane
Cambridge Park, Townhomes
r-20
29,880
699,140
Mebane
Cambridge Park, Phase 1 B
M -20
23,040
676,100
Mebane
Cambridge Park, Pbase 2
May-20
74,880
601,220
Mebane
157,180
8,400
148,780
Update Date: 4/3012020
C:\Users\pphnm\Deskwp\ give N\Gmh \Graham FTSE\ A Obligated Flow n A IFlow Groh As 5/21/2020

Citv of Graham Obliqated Flow vs. Tributary Flow
Subdivision or Project
Date
Obligated Flow for
Project (Permitted)
Obligated Flow Now
Tributary (Permitted)
Net Obligated Flow
Old
Fields
Phase II, Section 1
Mar-06
5,760
5,760
Phase II, Section 2
Au -06
17,640
-
17,640
Riverwalk
Phase 1
Mar-07
3,960
3,240
720
Phase 2
Mar-07
8,280
5.760
2,620
Phase 3
Oct-19
6,720
6,720
Habitat for Humanity
Ma -07
6,480
6,480
Stlllhouse Farms
Ma -07
-
-
Watercourse
Dec-14
27,500
27,500
Walmart
Mar-16
32,000
32,000
Lidl
Jun-16
15,000
15,000
ACC Technology
Ma -16
2,906
2,906
Hideaway Communities
21,240
21,240
Harden Street Apartments
Au -17
69,440
69,440
-
Alamance Community School
Ma -20
13,500
-
13,500
Burlington Allocation
60,660
West Hill Reserve
Jun-17
15,120
5,040
10,,080
Forks of Alamance - Ph 1 & 2
Oct-16
29,280
18,780
10,600
Shamrock Valle - Ph 2
Mar-19
5,760
5,760
Forks of Alamance - Ph 3 & 4
Mar-19
19,200
19,200
Rogers Springs - Phase 1A
Jun-19
15,120
15,120
NC Commerce Park - Graham
Lidl
Jun-15
14,700
14.700
Total Graham Flows
329,606
222,086
107,520
Graham WWTP Allocation 1
245,1261
198,266
46,860
Update Date: 4/30/2020
C:\Users%jsjohnson,GeekMp\EngineennglGmhamlGraham FTSBOrafl Obligated flow vs Aelaal Flow Graham As 5/21/2020

pwll�, .1
DNlslan of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Mebane
Project Name for which flow is being requested: Cambridge Park 2
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: Allocation to Graham WWTP
b.
WWTP Facility Permit #: NC 0021211
All flows are in MGD
c.
WWTP facility's permitted flow
0.750 - MEB Allocation
d.
Estimated obligated flow not yet tributary to the WWTP
0.277 (Cambridge all)
e.
WWTP facility's actual avg. flow
0.000
f.
Total flow for this specific request
0.074880
g.
Total actual and obligated flows to the facility
0.277 (F included in
Approved)
h.
Percent of permitted flow used
37.0%
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
Average
Approx.
Obligated,
Total
Pump
Pump
Daily
Current
Not Yet
Current Flow
Station
Station
Firm Flow**
Avg. Daily
Tributary
Plus
(Name or
Permit
Capacity, * (Firm / pf),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD MGD
MGD
MGD
Flow
Capacity***
Cambridge Park 0.720 0.288 0.000 .277 .277 0.01082
* The Firm Capacity (design flow) 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
(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): Cambridge Park Onsite Outfall
Page 1 of 6
FTSE 10-18

Downstream Permit Number: W00040466
III. Certification Statement:
I David Cheek 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
City Manager
Title of Signing Official
David S. Cheek
2020.06.10 07:51:10-04'00'
For"M
Page 2 of 6
FTSE t0-18

CAMBRIDGE PARK - PHASE 2