WQ0032020_Regional Office Historical File Pre 2018

V/;73
Michael Fr ahsley, Governors
William G. Ross Jr., Secretary 122^'-i'd
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
August 2, 2007
Mr. Douglas Linn, Town Administrator
Town of Landis
312 S. Main Street
Landis, NC 28088
Subject: Permit No. WQ0032020
The Oaks of Landis
Wastewater Collection System Extension
Rowan County, North Carolina
Dear Mr. Linn,
!n accordance with your application received on July 27, 2007, we are forwarding herewith
Permit No. WQ0032020, dated August 2, 2007, to the Town of Landis for the construction and
operation 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility 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.
Mooresville Regional Office 610 East Center Ave., Suite 30I Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
NNor thCarolinn
aturally

Mr. Linn
Page 2
August 2,.2007
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Caroline as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 9,448 linear feet of 8-inch gravity sewer
and the discharge of 84,600 gallons per day of collected domestic wastewater into the City of Salisbury
existing sewerage system, pursuant to the application received July 27, 2007, and in conformity with
15A NCAC 2T; the Division's 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 data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the City of Salisbury
VUWTP (NPDES No. NC0023884) prior to being discharged into the receiving stream.
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 150B 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 additions
663-1699.
ation concerning this matter, please contact Dee Browder at (704)
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
David Treme, City of Salisbury
James Magennis, Neighborhood Designs, PC
Surface Water Protection Central Files
Tom Asenzo, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC. 2T; the Division of Water Quality's
(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 unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

4. ' Tliis permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
, considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice' mail messages or faxed information is permissible, but shall not be considered as the
• initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 2nd day of August, 2007.
ORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
et7
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032020
3

Fast Track Engineering Certification
Permit No. WQ0032020
August 2, 2007
Owner/WQCS WWTP/WQCS
Douglas Linn, Town Administrator David Treme
Town of Landis City of Salisbury
312 S. Main Street 217 South Main Street
Landis, NC 28088 Salisbury, NC 28145
PE
James Magennis
Neighborhood Designs, PC
2649 Breckenridge Centre Dr.
Monroe, NC 28110
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proofof receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ['full time) the construction of The Oaks of Landis, a Rowan
County project for the 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 2T; the Division of Water Quality's (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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

Established in 1901
Mike Mahaley, Mayor
William Beaver, Mayor Pro Tem
George Pless, Alderman
James Furr, Alderman
Craig Sloop, Alderman
312 South Main Street
P.O.Box8165
Landis, North Carolina 28088
Phone: [phone]
Fax: [phone]
Town of Landis
June 6th, 2007
David Settlemyer, PLS, EI
2649 Breckonridge Centre Drive, Suite 107
Monroe, NC 28110
Dear Mr. Settlern,yer,
In reference to your letter sent to our office dated June 4th, 2007, let this letter please
serve as confirmation that the Town of Landis will provide service to the subdivision
known as "The Oaks of Landis". We will accept all waste water and provide water to
all residences.
If you should need any further information, please do not hesitate to contact our office.
Sincere
Douglas R. Linn, Town Administrator

Saliskazitgy
July 23, 2007
Mr. Douglas R. Linn
Town of Landis
312 South Main Street
Landis, North Carolina 28088
RE: The Oaks of Landis Subdivision
Dear Mr. Linn:
The City's wastewater treatment facility, the Salisbury -Rowan Wastewater Treatment Plant
Grant Creek Train, permit If NC0023884, and collection system (Grant Creek Interceptor) have
sufficient capacity to support the 84,600 gpd flow created by the proposed development of The
Oaks of Landis.
If you have any questions or comments please, contact me at [phone].
Sincerely,
Jeffrey B. Jones, P.E.
Planning and Research Manager
Cc: File
l Water Street Salisbury -Rowan Utilities Telephone [phone]
Salisbury, NC 28144 Fax [phone])

FAST -TRACK APIPUCATION for GRAVITY SEWERS, Pt1ItIP STATIONS, ANI) FORCE 1N ALNS
PAGE 3
1f. NG
State
1h.7o4'857•z`f/I IL loll. S55• 734
Telephone
2. Project (Facility) information
2a, 114e ©a%S
Facsimile
Brief Project Name (permawiil refer
3. Contact Person:
3a. viL
Name and Affiliation of Som
3b, 704
- 741- 6'T
Phone Number
1. Project is Newm 0 Mod'i
this name
ho Can
ion (of an existing perm
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
nQiS
Full Legal Name (company, municipality, HO
•
, etc.)
Application Number:
(to be completed by DWQ)
gr + +rfticial �e and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc. The legal enti who will this system is:
0 Individual [I ow Federal Q Municipality 0 State/County 0 Private Partnership 0 Corporation © Other (specify):
© Id. 31 Z ria.n $1 ie. Latuf
Mailing Address City
Z8o88
Zip Code
1g.
E-mail
E mail
odiflcation, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizellength, etc.). Only include the modified information in this permit application - do not
,....__, duplicateject l formation In B(7) and B(1Q 11) that has already been included In the original permit.
s 2. Owner E Public (skip to Item 8(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be: 2b, If sold, facilities owned by a (must choose one)
0 Retaining Ownership (Le, store, church, single oce, etc.) or 0 Public Utility (instruction III)
0 Leasing units (lots, townhomes, etc. - skip to ltenr 8(3)
O 0 Selling units (lots, townhomes, etc. - go to Item 8(2b))
0
u-
Owner'bf Wastewater Tree
4a,
0 Homeowner Assoc,/Developer (Instruction IV)
Facility (WWTF) Treating Wastewater From This Proj
O'Aar+ i 4b C 0018 6 (
5a Touin a t ra tg ub S-tw4'o j Gravi
Owner of Down stream Sewer iReceiving Sewer Size (+farce
6. The origin of this wastewater is (check all that apply):
esidential Subdivision
Apartments/Condominiums
0 Mobile Home Park
O School
O Restaurant
0 Office
7, Volume of wastewater t
O Car Wash
O Institution
0 Hospital
O Church
O Nursing Home
O Other (specify):
is particular proj
*Do not include previously permitted allocations
WWTF Permit No.
Wit 3
Permit Number of downstream
(V° % Dornestic/Commercia
gaflons per day
If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
© Flow has already been allocated in Permit No,
O Rehabilitation or replacement of existing sewer with no new flow expected
% Industrial
%a Other (specify):
FTA 02/03 - Rev, 3 04/05

, FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
W
z
1-
0
.-r
Z
—
17,
o
z
1-
a,
w
d
m
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(i) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
. NCAC 2H .0219(1)(3). -
00 cjunif X,a35-11/1 f5 72 FA4 Co DO
10. Summary of Sewer Linos to be Permitted (attach additional sheets if necessary)
I
Size (inches) Length (feet) Gravity or Force Main
(use the pull down menu)
r
- — T 91 �f `$,1 S - a oraJr�
ENTER TOTAL UNE LENGTH IN MILES', I , 109
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on Design Flow
plans for cross-reference) (MGD)
Power Reliability Option
Operational Point j (1- dual line feed; 2- permanent generator wlATS; 3-
GPM @ TDH portable generator wltelemetry; 4-wet well storage)
1 i
�__ -
12. Does the sewer system comply with the Minimum
Mai (latest version), the Gravity Sewer
Design Criteria for the Fast Track Permitting of Pump Stations and Force
Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
the pertinent minimum design criteria or regulation and indicate why a
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
WITH YOUR APPLICATION
Yes • No If no, please reference
variance is requested.
PERTINENT TO THE VARIANCE
13. Have the following permits/certifications been
WetlandlStream Crossings - General Permit
Sedimentation and Erosion Control Plan?
Stormwater?
14. Does thisproject involve aerial lines or siphons?
Desojin.es wituDe considered_iahudc[i_ttancimustles.beckest.oncke-He[
15. Does this project have gravity sewer lines
Be aware that the Division will not accept installed lines
corrected prior to submitting the final engineering certification..
submitted for approval?
or 401 Certification? Ef Yes • No ■ NIA
Yes • No ■ NIA
Yes ■ No IN N/A
Check if yes:
s months
designed at minimum slopes? ■
more than 1O%flatter than the minimum slope. Lines installed outside this tolerance should be
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for RA 'ITY SEWERS, `'ti STA►TI©NS, AND FORCE MAINS
PAGE 5
N
0
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA It2i0
(FAST -TRACK SEWER SYSTEMS)"" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
J A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
rbody, AND,
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody,
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Name of
Waterbody County River Basin
Eci Lk:0-er ceYa kin
erbody Stream Waterbody
index Classification
-17-9- -45) J -IV
Submit the 8.Is" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification Is provided!
plicant's Certification:
I, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME Th € Oc l elf tar>d+
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. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certiF :.n .n in any = pp l' lion r all be w 'r,, of a Class 2 misdemeanor which may include a fine not to exceed $10,00
violation.
2, Profession l Engineer's Certificat"ion:
i attest that this application for e ©Q 'S aE 1.4r>l has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. 1 further attest that to the best of my knowledge the pnpposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, 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 NC General Statutes 143-215.6A and 143-215,68, any person who knowingly makes any false statement
representation, or certification in any application shall be guilty of a Class 2 misdemeanr wfilch may include fine not to
exceed $10,000 es well as civil penalties up to $25,000 per violation.
2a,
Professional Engin
2b. e'i kkJer'(n
Engi eering Firm
2c. Wig & C koei
Mailing Address
2d. / to►'a 2i e
City
2g. 70 4- 6j-9
Telephone
',, -fr- e Pr,
2e. 2
State
Z-2i.
-7-07
Seal, Si9nalure & Date
FTA 02103 Rev, 3 04/05

z
80°37.000` W
80°37,000' W
TOPO map pnnted on 06108/07 from "North CaroGna.tp4" and "Lahti ed.tpg'
80°36.000W 80°35.000' W 8094.000' W
80°36,000' W 80°35.000' W
ice. ,.1 030 FEED 0..r- re -
Printed from TOPCi' G:"; , Nunarat GentErtpharg
WGS84 80°'3
0' W
8094.000' W WGS84 8093.000' W

Central Fifes: APS SWP
08/01/07
Permit Number WQ0032020
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
84600
Facility
Facility Name
The Oaks of Landis
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name Owner Type
Town of Landis Government - Municipal
Dates/Everts
Orig Issue App Received
08/02/07 07/25/07
Draft Initiated
Scheduled
Issuance
Owner Affiliation
Douglas
312 S Main St
Landis
Linn
NC 28088
Public Notice Issue Effective Expiration
08/02/07 08/02/07
Regulated Activities Requested/Received Events
Subdivision Additional information received
Wastewater collection Additional information requested
Outfalt NULL
Waterbody Name
Stream Index Number Current Class Subbasln

•
MONROE,,.NC 28110
[phone]
•
66-21/530 • NUMBER'
'* '4c �E * is �F �k k k- �c * k % -k*-* * �c roF is :F *_fir #' :F * * �c r'c-lr �r k k - ;
pip##..: . - Four :hundred dollars _and no'Cents. E
'TO THE DATE ~'AMOUNT -
ORDER.OF ..
NCDENR_'
919 =N MAIN ' STREET
0oRESVILLE; NC
( 3-
6
07 -.
sf
MP
-'"t" " 1'A .C: =� LW' " M THIS'DOCUMENT' CONTAINSJHEAT SENSRIVEINI[ C:170UCH:OR'PRESS-HERE-114E»1IMAGE•CISAPPEARS' WITh HEAT:s " - A, ,�Y. /�a gy• , ' `�'x qy
v00 7 5 3 I." •1:0 5 3000 2 L II: 20000227862160
CRAFT DEVELOPMENT, LLC
6-04-07 060407 Oaks of Landis -sewer
NUMBER
7534
400.00 .00 400.00

Established in 1901
Mike Mahaley, Mayor
William Beaver, Mayor Pro Tem
George Pless, Alderman
James Furr, Alderman
Craig Sloop, Alderman
312 South Main Street
P. O. Box 8165
Landis, North Carolina 28088
Phone: [phone]
Fax: [phone]
Town of Landis
June 6th, 2007
David Settlemyer, PLS, EI
2649 Breckonridge Centre Drive, Suite 107
Monroe, NC 28110
Dear Mr. Settlemyer,
In reference to your letter sent to our office dated June 4th, 2007, let this letter please
serve as confirmation that the Town of Landis will provide service to the subdivision
known as "The Oaks of Landis". We will accept all waste water and provide water to
all residences.
If you should need any further information, please do not hesitate to contact our office.
Douglas R. Linn, Town Administrator

July 23, 2007
Mr. Douglas R. Linn
Town of Landis
312 South Main. Street
Landis, North. Carolina.28088
RE: The. Oaks of Landis Subdivision
Dear Iv1±. Linn.:
The City's wastewater treatment facility, the Salisbury -Rowan. Wastewater Treatment .Plant
Grant .Creek Train, permit #J NC0023884, and collection system (Grant Creek. Interceptor) have
sufficient capacity to support the 84,600 gpd flow .created by the proposed development of The
Oaks of Landis.
if you have any questions or comments please, contact me at (704) 63 8-2146.
Cc: File
E Water Street
Salisbury, NC 28144
Sincerely,
Jeffrey B.•Jones, p.E.
Plaiinin;and Research Manager
Salisbury -Rowan Utilities Telephone [phone]
Fax [phone]

TO: NCDENR
Division of Water Quality
Fast -track Application
WE ARE SENDING YOU:
Plans
Digital File
X Attached
Prints
LETTER OF TRANSMITTAL
Date: June 8, 2007
Re: The Oaks of Landis
- S ^ASV 1h1 TM!�•wr
'AND NATUMA L RESOURCES
OORESVI L REG:ONAI. OFFICE
,JUN 1 22007
Copy of Letter t1,�1 ontract-Docume. s
., v A I Eli ILMALI ' SECT1O
Specifications
Calculations
COPIES
DATE
NO.
DESCRIPTION
3
Application
2
Flow Acceptance Letter
i
1
Application fee - $400
Notes:
THESE ARE TRANSMITTED as checked below:
VIA:
SIGNED:
X For Approval
For Your Use
Approved as Submitted For Review & Comment
As Requested
For Bid Only ' � f' ,M,
�,E„T x `grti..` d :its
Courier
JUL 2
David E. Settlemyer, PLS, El
COPY TO: file
•
2649 Brekonridge Centre Drive Suite 104 Monroe, NC 28110
704-226-8822 Fax: [phone]

FAST-
P ICATION for GRAVITY SEWERS PJJMP STATIONS, AND FORCE MAINS
PAGE 3
Z State
Telephone Facsimile
2. Project (Facilitytion:
2a. e 2
Brief Project Name (permit will refer to this name) County Where Proje
who will o this system is:
Federal Municipality © State/Caunty © Private Partnership 0 Corporation © Other (specify):
1e. Landis
City
1g ZBOSS
Contact Person:
3a. 5'e-f - iCr,-,
Name and Affiliation of Someone Who Can Answer Questions About this Application
Phone Number E-mail
Project is I:w'! nlew 0 Modification (of an existing permit) If Modification, Permit No.:
s Located
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information In this permit application - do not
duplicate project information in B(7) and B(14-11) that has already been Included In the original permit,
2. Owner is Public (skip to Item B(3)) ID Private (go to Item 2(a))
If private, applicant p will be: 2bw If sold, facilities owned by a (must choose gp.g)
0 Retaining Ownership (i.e, store, church, single office, etc.) or 0 Public Utility (Instruction III)
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3)) E3 Homeowner AssociDeveloper (Instruction IV)
Selling units (lots, townhomes, etc. - go to Item B(2b))
usta�s a t §b, Wimp S-er- Ion Gravity
ll
Z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI Application Number:
(to be completed by IJWQ)
Own
la.
0 1 b.
Signi
lc, The legal enti
0 Individual
0 Id. 3'IZ ... .
Mailing Addre
1 f. NC
pia 57`
Full Legal Name
panty, HOA„ utility, etc
�usn ,77n
--r. 0
fficial Name and Title (Please review 15A NCAC 2H .020S(b) f
uthorized signing
Is
Q
0
Owner of Downstream Sewer Receiving Sewer Size 1. rrrorce Main I
S_ The origin of this wastewater is (check all that apply):
esidential Subdivision
0 Apartments/Condominiums
[) Mobile Home Park
© School
© Restaurant
El Office
Zip Code
E-mail
I3 Car Wash
0 Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify):
roje
Permit No.
Permit Number of Downstream Sewe
IQ Domestic/Commercial
% Industrial
% Other (specify):
77 Volume of wastewater to be allocated for this particular projects __ gallons per day
"Do not Include previously permitted allocations
If the permitted flow is zero, indicate why:
13 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Row has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new Clow expected
)~ I'A 02103 - Rev. 3 04/05

O , •
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC2H.0219(I)(3)._ '60 9aI/u0-11.± K.23S Uod't5 641:600
360 = g 6 ecirc3 o^' N l20 re lard r oo.-.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
0
W
M
Z
1-
Z ENTER TOTAL LINE LENGTH IN MILES
0
I, 7Sq
V 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z Location ID
- (self chosen -as shown on Design Flow
}' for cross-reference) (MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- pemianent generator w!ATS; 3-
portable generator wltelemetry; 4-wet well storage)
_plans
a-
ce
0 .
I:
z
1+
- 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Maw (latest version), the Gravity Sewer Minimum Design Criter a (latest version) and 15A NCAC 2H .0200 as applicable?
l!J Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and Indicate why a
id. variance Is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? IJ Yes ■ No • N/A
Sedimentation and Erosion Control Plan? Yes ■ No • NIA
Stormwater? Yes ■ No ■ N/A
14. es this project involve aerial lines or siphons? Check if yes:
TheseJlnes_wIlLbesanslde[etblah Priority End mitstb._ hecke Lone Qvecr_s_ix_monttis
15. Does this project have gravity sewer lines designed at minimum slopes? ■
Be aware that the Division will not accept Installed lines more than 10% flatter than the minimum slope. Lines Installed outside this tolerance should be
corrected priorto submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

„ y •
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST TRACK SEWER SYSTEMS)” to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
O - ❑ A Stream Classification is not needed because ail parts of the project are at feast 100 feet away from any down slope
Qwaterbody; AND,
0
iL
fj
U
C. STREAM
VA Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map 1
(self chosen - as shown on Name of I Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin ; Index Classification
GOId (Jeer Cree(c. owa., Yadkin 13-l7-R-q-(os) J -!v
E i
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
D. CERTIFICATIONS
1 a.
Applicant's Certification:
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME The e a iks Qf Lan4Z-
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. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certifi: ' n in any . ppli tion all be of a Class 2 misdemeanor which may include a fine not to exceed $10, 000
as • el! civil p,/aft! up t , 00 per violation.
Si'
g0
al Signature
63-'7-2667
Date
2.
Professional Engineer's Certification:
1 attest that this application for The e ,061,4ere Laeldri. has been reviewed by me and is accurate, complete
and consistent with. the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. 1 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 adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemean •r which may include ' fine not to
exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
2a. -5O tits Maq-' e n's
Professional Enginee Name
2b. h(4o{laaott. Pe5,5 r+5 PG
Engi eering Firm
S AL
2c. U? ck,,n rf ci9 Gen -fr'e Pr, i 24896
Mailing Address 4ttp
��?ny w iy
2d. /41o0 rb e. / �2f. 2Z(l0 ,° io f o.0 .;�• .4
City i State Zip . ogsS° '- WkO° ::041
} 8BdY0PYlU04
2g.T.'��36( -$i2h. 96'2Zd' S7BZ i. `gyp �noiS�Gra �✓el11,,�7sgsx.c0-h �6�7-07
Telephone i Facsimile E-m6il Seal, Signature bate }�7
FTA 02/03...- Rev. 3 04/05

east tracrack nsneerrnq
Permit No, WQ0032020
August 2, 2007
OwnenWQCS
Douglas Linn, Town Administrator
Town of Landis
312 S. Main Street
Landis, NC 28088
WVVIP/WQCS
David Treme
City of Salisbury
217 South Main Street
Salisbury, NC 28145
PE
James Magennis
Neighborhood Designs, PC
2649 Breckenridge Centre Or,
Monroe, NC 28110
Complete and submit Ilk form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary forrn. Permit
modifications are required for any changes resulting in non-compliance with this pe itreulajiofls ar
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division: Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial 0 Final
hietie , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (j periodicatly, 0 weekly, 0 full time) the construction of The Oaks of Landis, a Rowan
County project for the 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 buitt within substantial compliance of
this permit; 15A NCAC 2T; the Division of Water Quality's (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, signature, and date
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Perrnittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

Fast Track ,Engineerincf C+
Permit No. WQ0032028
August 2, 2007
OwnerMIQCS
Douglas Linn, Town Administrator
Town of Landis
312 S. Main Street
Landis, NC 28088
cation
WWiPIWQCS
David Treme
City of Salisbury
217 South Main Street
Salisbury, NC 28145
Complete and submit ta form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
fpodifica(ions are required for anv changaa resulting in non-compliance with this permit, regulations or
minimum dgsigrr criteria
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof.of receipt by the Division..
ENGINEER'S CERTIFICATION
Partial ® Final
j ti ; . An?41/4/I as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe t:' M-riodically, Q weekly, 0 full time) the construction of The Oaks of Landis, a Rowan
County project for the 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 2T; the Division of Water Quality's (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, signature, and date:
Lots I9<1w2:
MH29w25 an
30-MH28
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28116
The Permittee Is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appro
enforcement actions,
a
e

Construction Materials Engineering & Consulting, PC
NC, Engineering License # C-3512 - SC COA # 4239
"Bringing EFFECTIVE EFFICIENCY to Your Project"
March 6, 2020
Mr. Ori Tuvia
NCDENR, Surfire Water Protection
610 East Center Ave
Suite 301
Mooresville, NC 28215
Report f
Sanitary Sewer Certifications
Permit # WQ 0032020
N < . ' F
The construction of and the materials used for the sanitary exterts:k n are in accordance with the approved
engineering plans and specifications. This is the final certification for approximately 988 LF of8" PVC Sanitary
Sewer with service connections serving Tots 1.94-213 within the Oaks of Landis Subdivision.
This Partial Certification
29 to 28 — 64.43 1..F
28 to 30 -- 172.03 LF
28 to 27 — 240.15 LF
27to26- 150.55LF
26 to 2.5 — 151.76 LF
25 to 18 — 208.72 .LF
for Manholes:
}iousiy on 7/29/08, 3/1/17 and 8/4/18, Partial Certifications
,d. These partial certifications
included Manhole Runs from 1 A to 3, MH 2A to M.H 7, MH 2 to MH 9, Mf-I 8 to MH 14, MH 11 to MH 31, and
MH 15 to MFI 21 (7/29/08) servicing lots 1-55 and 92-141, MH 35 to MH 32 and ME! 32 to M.H 31 (3/1:/17)
servicing lots 90-9, 169-193 and 235. 0112/5/18 a partial as -built was submitted for MH 46 to MH 45 to MH 36,
MH 37 to MH 36 to Mil 32, On 8/4/18 a partial as -built was submitted for MH 37-40, MH41 A-40, MH44-35A
and MH48-39.
f you should have any questions, please call us at your convenience.
Sincerely,
Construction Materials Engineering & Consulting, PC
James P. Magenrti,s, PE
4401 hopton Road, Charlotte, NC 28217 1 Office: (7t14) 32 3-7734 s Fax: (704) 66i5-5619 s y,wf .crrrecnc.coj

Construction Materials E, ineer l & Consltltit g PC
sc: COA 4 4239
NC Engineering License
'BringingEFFECTIVE EF'FtCI NCY to Your Project"
Mr. Ori Tuvia
NCDENR., Surface Water Protection
610 East Center Ave
Suite 301
Mooresville, NC 28215
Report for Sanitary Sewer Certifications
Permit # WQ 0032020
The construction of and the materials used for the sanitary exte.
engineering plan.s and specifications. This is a. partial certification liarapproxima
Sewer with service connections serving lots 56-84 and 142-157 with.in the Oaks o
This Partial Certification is for Manholes:
37 to 38 m-- 90991.,E
3.8 to39-93.24LF
39 to 40 --- 207.31 LF
41to41A 22.7.2.4LF
41 to 42 ...y. 185.03 LF
42 to 43 — 100.03 L F
43 to 44 — 109.57 LF
35A to 41 - 124.42 LF
48to39-21,10LF
ordance with the approved
1359 LE of'8" F'VC Sanitary
idis Subdivision.
Previously on 7 29,/08 and 3/1/17, Partial Certifications were performed. These partial certifications included.
Manhole Runs from IA to 3, MH 2A. to MH 7, MH 2 to MH 9, MH 8 to MH 14,MF111 toM1131,and MH15to
MH 21 (7/29/08) servicing lots 1-55 and 92.141, MH 35 to MH 32 and MH 32 to MH 31 (3/1/17) servicing lots
90-9, 169-193 and 235. On 2/5118 a partial as -built was submitted for'M.H 46 to MH 45 to MH 36, Mf137 to MH
36 to MH 32.
The rernttinint: Manholes are
Ifyou should have any questioi
p
0
29, M.H. 28 to M1.130, servicing lots 194-213
ease callus at your convenience.
Sincerely,
Construction Materials Engineering Consulting, PC
James P. Magennis, PE
4401 Shopton Road, Charlotte, NC' 2i1217 • ©flies: [phone] • Fax: [phone] • wvrcntecnc,c.

Fast Track Engineerin Certification
Permit No, WQ0032020
August 2, 2007
OwneriWQCS WWTPt QCS
Douglas Linn, Town Administrator David Treme
Town of Landis City of Salisbury
,312 S. Main Street 217 South Main Street.
Landis, NC 28088 Salisbury, NC 28145
Complete and submit thus form to the permit issuing regional office with the Billowing:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, requlatons or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, It is highly recommended
that this certification be sent in a manner that provides proofof receipt by the Division.
ENGINEER'S CERTIFICATION
Partial 0 Final
j o,P;-',,AA 714+"' is , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (1-periodically, LJ weekly, El full time) the construction of The Oaks of Landis, a Rowan
County project for the 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 2T,, the Division of Water Quality's (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.
MH 37-40, MH41A-40, MH44-35A, MH 48-39
LOTS 56-84 AND 142.-157
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

Construction Materials En ine in & Consulting, PC
NC Engineering License # C ➢ 2 - S -7 COA # 4239
"Bringing EFFECTIVE EFFICIENCY to Your Project"
February 21, 2018
Mir. C)ri 1: uvia
NCDLNR, Surface Water Protection
610 Fast Center Ave
Suite 301
Mooresville, NC 28215
Report for Sanitary Sewer Certifications
Permit # WQ 0032020
The construction of and the materials used for the sanitary ision are in accordance with the
approved engineering plans and specifications. This is a partial certification for approximately 1042 LF
of 8" PVC Sanitary Seaver With service connections serving lots 85-88 and 158-1.68 within the Oaks of
I.,andi s Subdivision.
This Partial Certification is for Manholes:
46 to 45 — 266.51 LF
45to36--69.31L➢"
37to36-157„74LI~
36 to 32 51.15 LE
Previously on 7/29/08 and 3/1/17, Partial C'ertificatio.ns were performed. These partial certifications
included :Manhole Runs froth 1 A to 3, MH 2A to MH '7, MH 2 to MH 9, MH 8 to Mil 14, MH 11 to.
MII 31, and M 115 to MH 21 (7/29/08) servicing lots 1-55 and 92-141 along with MH 35 to MII 32
and MH 32 to MII 31 (3./1/17) servicing lots 90-9, 169-193 and 235.
717he remaining Manholes are MH 21 to MH 24, M.H 18 to MH 29B, MH 28 to , 30, MH 35A to MH
44, MH 41 to Mil 41 A, MH 37 to MH.40, and Mil 39 to Mil 48 servicing -lots Lots 56-84, 142-157 and
194-234.
If you should have any questions, please call us at your convenience
Sincerelw,",
Construction Materials Engineering & Consulting, PC'
Jaynes P. Maoennis, PE
440opton Road, Charlotte, NC 2821 + f1°lei: (704'# 323-7734

Fast Track Engineering CE
Permit No. WQ0032025
August 2, 2007
OwnerMQCS
Douglas Linn, Town Administrator
Town of Landis
312 S. Main Street
Landis, NC 28088
;ification
WWTPtWQCS PE
David Treme James Magennis
City of Salisbury
217 South Main Street
Salisbury, NC 28145
lre Dr
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are r wired for an chan es resultin in non -corn fiance with this ermit re ulati ns or
cinirnum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and ,all
required supporting documentation have been received by the Division. Therefore, it Is highly recommend M
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial fl Final
iNI
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe p. »eriodically, 0 weekly, © full time) the construction of The Oaks of Landis, a Rowan
County project for the 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 2T; the Division of Water Quality's (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,
ig's y ,—'45 3C. Lo-r5 $S 3$ 158--16(S
Mks 37 3G —3L...
North Carolina Professional Engineer's
seal„ signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
2 2I7

Resources
k1+1 TAL QUALITY
Mr. Douglas Linn, Town Ad
Town of Landis
312 S. Main. Street
Landis, NC 28088
inistrato
March 10, 201'7
SUBJECT: Partail Engineering Certification Acknowledgement
The oaks of Landis Subdivision
Permit No. WQ0032020
Permitee: City of Landis
County: Rowan
Dear Mr. Linn:
ROY COOPER.
Governor
;DEL S. REGAN
Secretary
S. JAY ZIMMRMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 3/10/2017. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations; design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Permitteesponsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. if
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http //portal.ncdenr.org/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at (704) 235190, or at
ori.tuvia,ctnedenr.gov.
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Jim Megennis P.E. (E-copy)
Central Files
MRO
State of North Carolina I Environmental Quality I Water Resources
510 E. Center Avenue, Suite 301, Mooresviiie. NC 25115
Phone: [phone] Internet: wnw.ritrdaru.ycv

Fast Track Engineering Ce
Permit No. WQ0032020
August 2, 2007
OwnerANQCS
Douglas Linn, Town Administrator
Town of Landis
312 S. Main Street
Landis, NC 28088
[cation
WWTP/WQCS
David Treme
City of Salisbury
217 South Main Street
Salisbury, NC 28145
Complete and submit this form to the permit issuing regional of
PE
James lE g nnis
Gyr1�G-
'fq(n( 504P76., RD
C44Rc.c7TE/231t7
e with the following: ,Itpit7CN,Nirs ecmixA c. co At
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria,
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division..
ENGINEER'S CERTIFICATION
XPartial
Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (periodically, ❑ weekly, © full time) the construction of The Oaks of Landis, a Rowan
County project for the 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 2T; the Division of Water Quality's (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.
Lo 7&(c-t 3 235-
North Carolina Professional Engineer's
seal, signature, and date:
43 3f-32
r35
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

Water Resources
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 3/10/17
Project Name: The Oaks of Landis Subdivision (Partial)
WQ#: WQ0032020
1) As -built has been signed, sealed, and dated by an N.C. PE ® Yes ❑ No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). ® Yes ❑ No ❑ N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). ❑ Yes ❑ No ® N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) Minimum Design
Criteria for Permitting of Pump Stations and.Force Mains (latest version). n Yes f l No ® N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
❑ Applicant must submit TWO copies of the plans, specifications, and calculations
0 Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) ❑ Yes ® No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(I Original length of pipe — As built length I / OriginaI length) < 10%. ® Yes ❑ No
If no application need to be modified
State of North Carolina I Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

Construction Materials En neerin & Consulting, PC
NC Engineering License # C-3512 - SC COA # 4239
"Bringing EFFECTIVE EFFICIENCY to Your Project'
March 10. 201.7
Mr, Ori Tuvia
NCDENR, Surface Water Protection
61() East Center Ave
Suite 301
Mooresville, NC 2821.5
Report 'or Sanitary Sewer Certifications
Permit # WQ 0032020
The construction of and the materials used for the sanitary extension are in accordance with the
approved engineering plans and specifications. This is a partial certification for approxi.rately 1042 LF
of 8" PVC Sanitary Sewer with service connections serving lots 90, 91, 169-193 and 235within the
Oaks of Landis Subdivision.
This Partial Certification
31-32 - 127.43
32-33 -139.79 LF
33-34 -- 320.98 LF
34-34A -- 81.05 LF
34A-34B-151.95 LF
35B-35 - 192,1.4 L
35-35A -- 28.43 LF
Previously on 7/29/08 a Partial Certification was performed. This partial cent ficati
Manhole Runs from lA to 3, MI12A to ME 7, MH 2 to Mi4 9, MH 8 to MH 14, Mil 11. to
MH 15 to MH 21. These manholes are servicing lots 1-55 and 92-1.41.
included
I31,and
The remau Manholes are MH 21 to MIl 24, MH 18 to MH 29B, M1128 to MH 30, MH 35A to MH
44, MH 41 to ME 41A, MH 32 to MH 40, MH 36 to MH. 46 and MH 39 to MH 48 servicing -lots Lots
56-89, 142-168 and 194-234.
If you should have any questions, please call us at your convenience.
Sincerely,
Constru ;to. Materials Engineering & Consulting, PC
mes P. Magen ts, PE
01 1opta Road, Charlotte^,. NC 2217 -773 t i°ai ti 665-5619

Construction Materials_Engineering & C©nsuiting, PC
NC Engineering License # C-3512 - SC COA # 4239
"Bringing EFFECTIVE EFFICIENCY to Your Project"
March 10, 2017
Mr. Ori Tuvia
NCDENR, Surface Water Protection
610 East Center Ave
Suite 301
Mooresville, NC 28215
Report for Sanitary Sewer Certifications
Permit # WQ 0032020
The construction of and the t a.teria!s used for the sanitary extension are in accordance with
approved engineering plans aid specifications. This is a partial certification for pp.roximately 10421..F
of 8" PVC Sanitary Sewer with service connections serving lots 90, 91, 169-193 and 235within the
Oaks of Landis Subdivision.
This Partial. Certification is for 1 'Iauholes:
31-32--127.43
32-33 -139.79 LF
33-34 320.98 LF
34-34A — 81,05 LF
34A-34B —1, 51.95 LF
35B-35 -- 192.14 L
35-35A — 28.43 LF
Previously on 7/29/08 a Partial Certification was performed. This partial certification included
Manhole Runs from 1A to 3, MH 2A to MH 7, MH 2 to MH 9, MH 8 to MH 1.4, MH 11 to MH 31,. and
MH 15 to .MH 21. These manholes are servicing lots 1-55 and 92-14 L-
The remaining Manholes are MH 21 to MI.124, MH 18 to MH 29B, MH 28
44, Mil 4.1 to MH 41A, MH 32 to MH 40, MH 36. to MH 46 and MH 39 to
56-89, 142-168 and 194-234.
If you should have any qt. s'tions, please call us at your convenience,
Sincerely,
Constru it rt Materials Engineering & Consulting, PC
agemTis, PE
MH 30, MH 35A to MH.
H 48 servicing-lo
4401 Shopton Road, Charlotte, N $2 F 7 sc : 7 )4') 3'73-7734 • Fax: (704) 665- s 3 9

Fast Track Engineering Certification
Permit No, WQ0032020
August 2, 2007
OwnerNWQCS
Douglas Linn, Town Administrator
Town of Landis
312 S. Main Street
Landis, NC 28088
Complete and submit thi
WWTP/WQCS
David Treme
City of Salisbury
217 South Main Street
Salisbury, NC 28145
PE
James Magennie'
C941:C-
'NO(( 566276 (J)
C-- - urre,vGv li7
m to the permit, issuing regional office with the following: .)+APr4
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, Pefmi
modifications are re wired for an chap es resultin in non-com Hance with thiulatians or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent In a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial
F NLhK)fi
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (!periodically, © weekly, © full time) the construction of The Oaks of Landis, a Rowan
County project for the 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 2T; the Division of Water Quality's (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,
El Final
North Carolina Professional Engineer's
seal, signature, and date:
LOT 5 7,y
a),— 3 3(i+ 3'F3
,16,-,35
3
3'L'3�i�
(6"- 1?3 235-
3/-
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

,
Fast Track Engineering Certification
Permit No, W00032020
Augus-t 2, 2007
Owner/WQCS WWT-P/WQ CS
Douglas Linn, Town Administrator David Treme
Town of Landis City of Salisbury
312 S. Main Street 217 South Main Street
Landis, NC 28088 Salisbury, NC 28145
PE
James magiartnis
got 5116P7,RD
-
(-4.1-41zi-7rc cz.Zzi
Co
Complete and submit this form to the permit issuing regional office with the following: ,Ifthi7CN 015 /1111)61)4
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, Permt
modifications are required for any changes resultinoin non-compliance with this permit, regulations or
minimum desk2ncrjera.
This project shall not be considered complete nor allowed to operate until this Engineers Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial E Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe -(6periodically, El weekly, 111 full time) the construction of The Oaks of Landis, a Rowan
County project for the 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 2T, the Division of Water Quality's (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, signature, and date:
otigonsaiitt,
C,4
Lc)T-5 7e:) 51 (69- 3 '7 3 5—
s:313- -3413 f- 32
3416-3.S-
, Ai
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.