WQ0043005_Application (FTSE)_20211112

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: �,AQ 60` 'J C01 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Pine Level (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Jeff Holt per 15A NCAC 02T .0I06(b)
Title: Mayor
4. Applicant's mailing address: PO Box 328
City: Pine Level State: NC, Zip: 27568-_
5. Applicant's contact information:
Phone number: (919 965-2284 Email Address: depclerk(@,pinelevel.org
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Pinecrest Subdivision
2. Application. Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.508727 Longitude:-78.231235-'
5. Parcel ID (if applicable): 12014010D (or Parcel ID to closest downstream sewer)
II1. CONSULTANT INFORMATION:
1. Professional Engineer: Andrew W. Hodge, PE License Number: 21094
Firm: Adams and Hodge Engineering, PC
Mailing address: 314 East Main Street
City: Clayton State: NC Zip: 27520-
Phone number: [phone] Email Address: andrew0adamsandhodge.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Central Johnston County Regional WWTF Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION: DUE TO THE AGE OF THE EXISTING
THIS PERMIT NUMBER IS UNKNOWN.
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch X Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSD0012
Owner Name(s): Town of Pine Level
FORM: FTA 06-21 Page 1 of 5

Vl. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes [-]No ON .. -'A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM..DEV) been attached?
[--]Yes [-]No ®NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (F_- HOAI and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical!' dental.," veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial °}o Industrial {See 156 N&C0 ']~ .0103(29))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes El No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 WD? [:]Yes ®No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project.
Establishment Type (see 02T.0114(f))
Daily Design Flow
No. of Units
Flow
Single Family Residential (3 bedrooms)
360 gal/day
56
20,160 GPD
gal/
GPD
gall
GPD
gall
GPD
gaV
GAD
gaV
GPD
Total
20,160 GPD
a See 15A NCAC 02T .0114(b). {d). (e)(1) 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 east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T_0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 20.160 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
3666
PVC
8"
459
DIP
➢ Section 11 & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ill contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump StationslForce Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED rN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.I .b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
l - Does the project comply with all separationsialtematives found in I SA NCAC 02T .0305(f) & (g)? ❑ Yes ® No
15A NCAC 02T.0305ff1 contains minimum separations that shall be provided for sewer systems:
Setback Parameter'*
Storm sewers and other utilities not listed below (vertical) .�
Separation Required
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches_
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class Il impounded reservoirs used as a source of drinking water, and associated wetlands.
2 feet
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
50 feet
10 feet
Any building foundation (horizontal)
_
5 feet
Any basement (horizontal)
10 feet J
slope of embankment or cuts of 2 feet or more vertical height
10 feet x
_Top
Drainage systems and interceptor drains
5 feet T
Any swimming pools l
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(ft or( see Section X.1 of this application
* 15A NCAC 92T 0305 contains alternatives where separations in 02T.03E}5(o cannot be achieved. Please check `yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webp_age
2. Does this project comply with the minimum separation requirements for water mains? [:]Yes ® No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, venifymg the criteria outlined in that Rule.
SEE THE NARRATIVE ON COVER SHEET
3. Does the project comply with separation requirements for wetlands? ❑ Yes ® No ❑ N.`A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's draft separation requireMeot for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in desiga and construction.
SEE THE NARRATIVE ON COVER SHEET
4. Is the project located in a river basin subject to any State buffer rules? 0 Yes Basin name: Neuse River ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NUAC' U2 I.O I U5{cHb) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T_0105(cU6}}, directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ® Yes ❑ No
Per I SA NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ if yes, include an attachment with details for each line including a aerial line size material and location).
SEE THE NARRATIVE ON COVER SHEET
High priority lines shall be inspected by the permttiee or its representative at least once every six -months and
inspections documented per ISA NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAQ 02T the Minimum Design Criteria for the Permittin& of Pump Stations
and F'orcl, Mains (latest version), and the ( gravity Sewer Mini ,urn Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a„ variance approval may be subject to longer
review times. For projects reauiring two or more variances or where the variance is determined by the Division to be a
significant oortion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
1, Andrew W. Hodge, PE , attest that this application for Pinecrest Subdivision
(Professional Engineer's name from Application Item III,1.) (Project Name from Application Item IL 1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Desinn Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track_ Permitting
Of PmmI) Stations and Force Mains (latest version}. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Jeff Holt, Mayor of Pine Level , attest that this application for ._ Pinecrest Subdivision
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215 bA and 143-215,6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: � (1,(� TT Date: 10, it, 2-1
FORM: FTA 06-21 Page 5 of 5

Division of Water Resource~
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE I0-18)
Entity Requesting Allocation: Town of Pine Level
Project Name for which flow is being requested: Pinecrest
More than are FTSE may be required for a single project if the oivrler of llte WWTP is not responsible for all ptrrrrp
slatiars along the route of the proposed wasteivater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County Regional WWTF
b. WWTP Facility Permit #: NCO084735 (01)
A11 flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
2.1296
7.09I
0.02016
9.220
74.6 (actual) 97.1 (w/paper)
V
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm 1 pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Pine
T -1
42434
0.5184
0.2074
0.2328
0.0654
0.2982
(0.0908)
Buffalo
- -
40380
6.912
2.7648
2.2890
0.1977
2.2867
0.2781
* 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 pealdng 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 located
between the project connection point and the WWTP where the Available Capacity is_= 0.
Downstream Facility Name (Sewer): Pine Level PS
Downstream Permit Number: W00042434
Page 1 of 6
u�cF in 1Q

1I1. Certification Statement:
I Chandra Cox Farmer, P.E. certify to the best of my knowledge that the addition of
the volume of wastewater- to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections 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
Title of Signing
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <-
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
31.5 % and 0.0654 MGD of the Available Capacity (E) in Pump Station
Pine Level ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.3 MOD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Pine Level Sewer FM Replacement is in design or under construction witli
planned completion in May,2022 ; and/or
d. The following applies:
The County has a project under construction that will take the Pine Level W WPS to a
capacity of 700 m - the Pine Level Sewer FM Re lacement Project W 0042434).
The Coun will not accept flow from the Pinecrest Subdivision until that project is
complete and o erational.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
Page 3 of 6
Date
FTSE 10-18

DWR
Dlvislon of Water Resources
Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Town of Pine Level
Project Name for which flow is being requested: Pinecrest Subdivision
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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.02016
FB
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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
5t45T
vE
w0co ¢I z -13
(A)
(B)
Design
Average
Approx.
Firm Daily Flow**
Current
Capacity, * (Firm / pfl,
Avg. Daily
MOD MOD
Flow, MOD
(C)
(DHB+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MOD
Flow Capacity***
o• 173 0,08) — O,Oe l 0, ocjz
* 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): JOW571QV COUA11 ° Aa SON 'L WW'rl-
Downstream Permit Number: H A2 30 -71 &
Page i of 6
FTSE 10-18

III. Certification Statement:
I Jeff Holt, Mayor of Pine Level 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.
AA6W
'gAk ijWatSigna'ture Date
Jeff Holt, Mayor of Pine Level
Title of Signing Official
Page 2 of d
FTSE 10-18

AL J= Loll ADAMS & HODGE
ENGINEERING, PC
November 10, 2021
Ted Cashion
NC DWQ
3800 Barrett Dr.
Raleigh, NC 27609
Subject: Pinecrest Subdivision
Town of Pine Level
Johnston County
Dear Mr. Cashion,
NC Dopt of EnvironmenlaI QualitY
NOV 12 2021
Raleigh Regional Offico
Please find attached a $480.00 check for the application fee and a copy of the following:
1. Complete Fast Track Application for Gravity Sewers, Pump Stations, and Forcemains
(Form FTA 06-21), signed by Engineer & Town.
2. Flow Tracking/Acceptance for Sewer Extension (Form USE 10-18) for Johnston County
and for Town of Pine Level
3. USGS Quad Map showing approximate site location
4. Vicinity Map
S. A letter from the applicant recognizing the requirements of the proposed aerial crossing
Proiect Narrative:
This application is for an extension of the gravity sewer system of Town of Pine Level to serve the
Pinecrest Subdivision. This extension includes +/-4,1251f of new 8" gravity sewer and will connect to an
existing Town of Pine Level gravity sewer system permit number unknown. The sewer system will serve
56 single family homes, which is the basis for flow for this project.
As required in FTA-06-21 IX 2. The following is an explanation of the watermain and sewer main
separation. The separation deviation between the water and the sewer is at the stream crossing to
reduce the stream, buffer and wetland impacts. The minimum horizontal separation is +/-3' at the
stream crossing. Although the sewer is crossing the stream in an aerial crossing and the watermain will
be installed a minimum of 5' below the stream bed, therefore, the vertical separation will be great. Both
the watermain and sewer main are proposed to be DIP pipe, testing methods and acceptability
standards meeting water main standards shall be used.
As required in FTA -06-21 IX 3. The following is an explanation of the wetland crossings. We propose to
bore +/-180lf of 16" steel casing with an 8" DIP carrier pipe under the wetlands. At one end of this leg of
gravity sewer there is a manhole greater than 10' but less than 50' from the wetland edge. This manhole
ADAMS & HODGE ENGINEERING, PC • 314 E Main Street Clayton, NC 27520 + Office: 919-243-1332 • Firm # C-4187

,MADAMS & HODGE
ENGINEERING, PC
will abide by the "Alternative design criteria for minimum separation for sewer system to wetlands 15A
NCAC 2T .0305(f)".
This project has a proposed aerial crossing, the applicant recognizes the following requirements due to
the Pinecrest aerial crossing.
• "Regular and proper inspection and maintenance of the aerial crossing shall be provided to
ensure that the creek/stream flow is not impeded and that no damage will be caused to
upstream or adjacent properties."
• "High -priority sewers shall be inspected by the permittee or it's representative once every six -
months, and inspections shall be documented".
If you have any questions or comments, please give me a call at [phone] or email to
[e-mail].
Sincerely,
David Manla
ADAMS & HODGE ENGINEERING, PC • 314 E Main Street Clayton, NC 27520 + Office: 919-243-1332 • Firm # C-4187

ADAMS & HODGE
ENGINEERING, PC
NC DWQ
3800 Barrett Dr.
Raleigh, NC 27609
Subject: Pinecrest Subdivision - High Priority Sewer Line
Town of Pine Level
Johnston County
To whom it may concern,
As the applicant, the Town of Pine Level recognizes the following requirements due to the Pinecrest
aerial crossing.
• "Regular and proper inspection and maintenance of the aerial crossing shall be provided to
ensure that the creek/stream flow is not impeded and that no damage will be caused to
upstream or adjacent properties."
• "High -priority sewers shall be inspected by the permitee or its representative once every six
months, and inspections shall be documented."
Jeff Holt, Mayor of Pine Level
ADAMS & HODGE ENGINEERING, PC • 314 E Main Street Clayton, NC 27520 • Office: 919-243-1332 . Firm # C-4187

38 USGS MAP - PINECREST SUBDIVISION
BATTEN RD L6 `
to 4 4O O C
37
G -� Y ut Ii�tiE M14L 10
a ` '6mmplers J I
C I LIZZIE MILL RD Crossroads
QU 1V ayoG � ..� �_.".� _tee• ..
r
N Krrrnl
r = CTyO F ��" I#Ifl 8A7TEN FARAf RD
F.- G
CAM05GROUND'Rb-
35
Y I I NINNANT'RD
RAINS CROSSROADS RD
'
34
a, _4:
- _ PROPOSED GRAVITY SEWER EXTENSION
Ff I PINECREST SUBDIVISION JUMP RD
FB -
o2P Alt rr~Jr �I EXISTING GRAVITY SEWER (DUE TO
33 Q�,w - THE AGE OF THE EXISTING SEWER,
h me, THIS PERMIT IS UNKNOWN)
ENT sr.
GRAPHING SCALE
+000 zooa a000 evAxs RD
w
1 inch - 2000 ft.
ADAMS & HODGE
(THE SCALE IS ONLY ACCURATE WHEN PRINTED kl { , ENOINERNIIVO, Pc
PORTRAIT ON A 8.5 X 11 SIZE SHEET WITH NO PAGE
SCALING.)
35.5000' 51 52 53

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