WQ0040023_Issuance of Permit_20180531

Permit Number W00040023
Central Files: APS _ SWP _
5/30/2018
Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
In review
New Project
Permit Type
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A
Individual
Primary Reviewer
Permit Contact Affiliation
jason.robinson
Owner Type
Town of Hillsborough
Coastal SWRule
Owner Affiliation
Permitted Flow
Facility
Facility Name
Major/Minor Region
Affordable Senior Housing at Waterstone
Minor Raleigh
Location Address
County
Orange
Facility Contact Affiliation
Hillsborough NC 27278
Owner
Owner Name
Owner Type
Town of Hillsborough
Government - Municipal
Owner Affiliation
Eric J. Peterson
PO Box 429
Dates/Events
Hillsborough NC 27278213
Scheduled
Orig Issue App Received Draft Initiated
Issuance Public Notice Issue Effective Expiration
5/31/2018 4/12/2018
5/31/2018 5/31/2018
Regulated Activities
Requested /Received Events
Apartment complex
Additional information requested 5/24/18
Wastewater treatment and disposal
Additional information received 5/30/18
Outfall
Waterbody Name
Streamindex Number Current Class Subbasin

Water Resources
Environmental Quality
May 31, 2018
Eric Peterson, Town Manager
Town of Hillsborough
PO Box 429
Hillsborough, NC 27278
Subject: Permit No. WQ0040023
Town of Hillsborough
Affordable Senior Housing at Waterstone
Wastewater Collection System Extension Permit
Orange County
Dear Mr. Peterson.:
ROY
COOPER
t;",er„er
MICHAEL S. REGAN
Set r et:,rI
LINDA CULPEPPER
Inier'im Director
In accordance with your application received April 12, 2018, and additional information received on May
31, 2018, we are forwarding herewith Permit No. WQ0040023 dated May 28, 2018, to the Town of
Hillsborough (Permittee) for the construction and operation upon certification of the subject wastewater
collection system extension. This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered
a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 1.1 A variance request was approved for this project in an April 10, 2018 letter from the
Division. The variance allows for the installation of approximately 54 linear feet of a
public six-inch gravity sewer.
Condition 11.1: This permit shall not be automatically transferable; a permit modification request for a
name change must first be approved by this office.
Condition 11.4: 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.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
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
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section www.ncwaterquality.org
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location- 1900 Barrett Drive. Raleigh_ NC 27609 Fax: [phone]

Town of Hillsborough
Permit No. WQ0040023
request must be in the form of a written petition, conforming to Chapter 1506 of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Jason Robinson at (919) 791-
4200 or via e-mail at [e-mail].
Sincerely, /
j//C
for Linda Culpepper.
Interim Director, Division of Water Resources
byS. Daniel Smith, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Tony Whitaker, PE of Civil Consultants, Inc.: [e-mail]
Orange County Health Department
Raleigh Regional Office Files
Water Resources Central Files
Page 2 of 8

North Carolina Department of Environmental Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Hillsborough
Orange County
for the construction and operation of approximately 546 linear feet of 8 -inch gravity sewer and 54 linear
feet of 6 -inch gravity line to serve 24 units as part of the Affordable Senior Housing at Waterstone project,
and the discharge of 5,760 gallons per day of collected domestic wastewater into the Town of
Hillsborough's existing sewerage system, pursuant to the application received April 12, 2018, and
additional information received on May 30, 2018 and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated in March 2008, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 and updated March 2008, as applicable; and other supporting data
subsequently filed and approved by the Department of Environmental Quality and considered a part of
this permit.
This permit shall be effective fro���j�e Gate of issdance until rescinded and shall be subject to the specified
conditions and limit tions conainereih. ;
.ms's �,-���
Linda Culpepper IV
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0040023
Permit Issued: May 31, 2018
Page 3 of 8

is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Town of Hills bough Wastewater
Treatment Facility in accordance with Permit Number NC0026433.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and
updated March 2008, as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable, 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.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. A variance request was approved for this project in an April 10, 2018 letter from the Division. The
variance allows for the installation of approximately 54 linear feet of a public six-inch gravity sewer.
11. STANDARD CONDITIONS
1. This 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. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. 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's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 and updated March 2008, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 and updated March 2008, as applicable; and other supporting materials unless
specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
Page 4 of 8

4. 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: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. 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.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
Page 5 of 8

5. The Permittee shall report by telephone to a water resources staff member at the Raleigh Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
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 SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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 and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken 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. [G.S. 143-215.1C(a1)]
6. 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. [15A NCAC 02T.0108(b)]
7. 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. 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.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with
the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing, velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or
pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities
Page 6 of 8

and,the rotation schedule of the portable power source or pump, including travel timeframes,
shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case-by-case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T.01161
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case-by-case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T.0116]
10. 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 and updated March 2008,
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Mains adopted June 1, 2000 and updated March 2008 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, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board. [15A NCAC 02T.0104; 15A NCAC 02T .0108(b -c)]
11. 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.
[15A NCAC 02T.0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or Local
government agencies which have jurisdiction or obtaining other permits which may be required by
the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Town of Hillsborough
PERMIT#:
WQ0040023
PROJECT:
Affordable Senior Housing at Waterstone
ISSUE DATE:
May 31, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEES CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature
ENGINEERS CERTIFICATION
Date
1, , 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
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996
and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Division of Water Resources, Ralei-.h Re,ional Office, Watcr Qualit}, Operations Scction www.ncwaterquality.org
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]

Water Resources
ENVIRONMENTAL QUALITY
Eric Peterson, Town Manager
Town of Hillsborough
P.O. Box 429
Hillsborough, NC 27278
NC Dept of Environmental Quality
Raleigh Regional 01T
April 10, 2018
Subject: Variance Request Approval
Town of Hillsborough
Affordable Senior Housing at Waterstone
WQCS00077
Dear Mr. Peterson:
ROY COOPER
MICHAEL S. REGAN
LINDA CULPEPPER
The Division of Water Resources (Division) has reviewed the submitted variance request as received on March 26,
2018 for the subject project. The Division will grant the variance request for the installation of approximately 54
linear feet of 6 -inch public gravity sewer in lieu of the minimum of 8 -inch as required for public gravity sewer lines
per 15A NCAC 02T.0305(i)(1) in accordance with the provisions for alternative design under 15A NCACO2T.0105(n).
Regardless of the variance approval, 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.
All other elements of this project shall be constructed in accordance with all applicable rules and statues including,
15A NCAC 2T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; and the Division's MinimumDesign
Criteria for variance -Truese Fast-Trackdoes Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable. Approval
constitute approval of the permit.
If you have any questions, please contact Christyn Fertenbaugh, P.E. at 919-807-6312 or via email at
chriswnfertenbauph( ncdenr.gov.
Sincerely,
for Linda Culpepper
Interim Director, Division of Water Resources
by Deborah Gore, PERCS Supervisor
Division of Water Resources, NCDEQ
cc: Tony Whitaker, P. E., Civil Consultants, Inc. (tone [e-mail])
Raleigh Regional Office, Water Quality Section Regional Operations
Water Quality Central Files — WQCS00077
PERCS Files (electronic copy)
- 7"`Nothh19 Compares -
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300

f
civil consultants
LAND DEVELOPMENT CONSULTANTS
To: NC Department of Environment
and Natural Resources
❑ 1 st Review
❑ 2nd Review
❑ Yd Review
❑ For Approval Signoff/ Stamping
❑Other
WF ARF SFND TNG VOTI THF FCIT.T.CIWTNC; ITFMC VT
C --'/010y
LETTER OF TRANSMITTAL
Date: 3/21/18 Job No: 22036
Attn: Division of Water Resources
Re: Affordable Senior Housing at
Waterstone
❑ For Review & Comment
® For Approval
❑ For your Use
❑ For your Files
❑ As Requested
A fedex
Copies
Date
No.
Description
1
3/21/18
Cover Letter
1
Variance/Alternative Design Request
1
2/2/18
C1
Cover Sheet
1
1/16/18
C2
Standard Notes and Specifications
1
2/2/18
C9
Sanitary Sewer Outfall 'B' & 'C' Plan & Profiles
1
1/16/18
D2
Utility Details
REMARKS:
COPY TO: FILE
SIGNED: Tony M. Whitaker, P.E.
LAND PLANNERS + CIVIL ENGINEERS
3708 LYCKAN PARKWAY, SUITE 201 DURHAM, NC 27707, PHONE: [phone]
WWW.CIVIL—CONSULTANTS.COM LIC. C-1030

consultants
OLAND DEVELOPMENT CONSULTANTS
COVER LETTER
March 21, 2018 22036
State of North Carolina
Dept. of Environmental Quality — Water Quality
1628 Mail Service Center
Raleigh, NC 27699-1628
RE: Variance/Alternative Design Request
Hillsborough, NC (Orange County)
Affordable Senior Housing at Waterstone
Please find attached the variance/Alternative Design Request for the subject project with
the following attachments.
Variance/Alternative Design Request Form (VACD 10-14)
Engineering Plans
Summary: The project is a 3 acre residential site located in the Town of Hillsborough,
NC; and is also a part of the Waterstone mixed use development; located adjacent to the
site is an existing sanitary sewer main in College Park Rd. The project will involve the
construction of approximately 546 linear feet of 8" PVC and 54 linear feet of 6" PVC
sanitary sewer extension to tap into an existing manhole. The variance request is for the
6" PVC sewer extension to be accepted as a public main. Please reference the email to
Ted Cashion from Tony Whitaker which documents the conversation supporting the
variance request.
Please contact me if you have any questions or need additional information.
Attachments:
Sincerely,
�T'ony Whitaker, P.E.
Principal
LAND PLANNERS + CIVIL ENGINEERS
3708 LYCKAN PARKWAY, SUITE 201 DURHAM, NC 27707, PHONE: [phone]
WWW.CIVIL-CONSULTANTS.COM LIC. C-1030

State of North Carolina
Department of Environment and Natural Resources
DWIRDivision of Water Resources
15A NCAC 02T.0105 — VARIANCE/ALTERNATIVE DESIGN REQUEST
Division of Water Resources INSTRUCTIONS FOR FORM: VADC 10-14 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with, 15A NCAC 02T .0100, 15A NCAC 021'
.0300, Division Policies and Qood engineering practices. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the request.
For more information, visit the Wastewater Branch's website at:
http: i/portal. ncdenr. oig/web/wq/swp/ps/cs/ext
General — When submitting a request, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Unless otherwise noted, submit one original and one copy of the request and
supporting documentation.
A. Cover Letter (Required for All Request Packages):
® List all items included in the request package and a brief description of the requested permitting action.
® Submit a detailed description of specific criteria that a variance request is submitted for.
15A NCAC 02T, Minimum Desien Criteria (MDC) for the permitting of Gravity Sewers, &
Minimum Design Criteria (MDC) for the Permitting of Pump Stations and Force Mains
® Submit a detailed description why the project cannot comply with 15A NCAC 02T or adopted design criteria.
® Submit a detailed description of how the alternative design will meet the requirements of 15A NCAC 02T.0 1 05(n
B. Request Form (VADC 10-14) (Required for All Request Packages):
® Submit the completed and appropriately executed VADC 10-14 request form.
® The Applicant's certification of the request shall be signed in accordance with 15A NCAC 021.106(b). Per 15A NCAC
02T.0 1 06(c ), an alternate person may be designated as the signing official if a delegation letter is provided from a person
who meets the criteria in 15A NCAC 02T.0I06(b).
® The Professional Engineer's Certification of the request shall be signed, sealed and dated by a North Carolina licensed
Professional Engineer.
C. Engineering Plans (Required for All Request Packages):
® Submit one set of detailed plans that have been signed, sealed and dated by a North Carolina licensed Professional
Engineer, pertinent to the variance request. Individual plan sheets related to the request may be submitted instead of
complete plan sets.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final plans. However, the plans may be labeled
with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
D. Specifications (Required for All Request Packages):
® Per 15A NCAC 02T .0304(b)(2), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer, pertinent to the variance request.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW
ONLY, NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
E. Engineering Calculations (All Request Packages): N I A
Per 15A NCAC 02T .0305(b)(3), submit engineering calculations that have been signed, sealed and dated by a North
Carolina licensed Professional Engineer, pertinent to the variance request.
F. Applicable Sewer Extension Application and Supporting Documentation
(Required if submitted in conjunction with a variance request)
® Submit the completed and appropriately executed application if provided in conjunction with the request.
➢ This is exclusive to projects requiring a full technical review (ASEA 08-13 & SSEA 08-13).
➢ Submission of FTA 10-14 and supporting documents to the regional office is onlv allowed once the variance has
been approved by the Central Office. Submission prior will result in the application being returned.
INSTRUCTIONS FOR FORM: VADC 10-14 & SUPPORTING DOCUMENTATION Page 1 of 2

15A'NCAC 02T.0105 — Select Code Related to Variance / Alternative Design Criteria
(b) ... The applicant shall provide adequate documentation to the Division to ensure that the proposed system will meet all design
and performance criteria as required under this Subchapter and other applicable rules, be operated as a non -discharge system, and
protect surface water and groundwater standards. Variances to this Subchapter or adopted design criteria must be specifically
requested in the application and, if approved pursuant to Paragraph (n) of this Rule, incorporated into the permit. The
Division may accept certification from a licensed or certified professional (e.g. Professional Engineers, Licensed Soil Scientist,
Licensed Geologist, Technical Specialist) that the design meets or exceeds minimum design criteria applicable to the project.
Division acceptance of certifications by the applicant or by licensed or certified professionals preparing reports for the application
shall not constitute approval of a variance to this Subchapter or applicable minimum design and performance criteria unless
specifically requested in the application and approved in the permit.
(n) The Director shall approve alternative Design Criteria in cases where the applicant can demonstrate that the alternative
design criteria will provide the following:
(1) equal or better treatment of the waste;
(2) equal or better protection of the waters of the state; and
(3) no increased potential for nuisance conditions from noise, odor or vermin.
THE COMPLETED REQUEST AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
ATTENTION: PERCS UNIT SUPERVISOR
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST. SUITE 925
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: VADC 10-14 & SUPPORTING DOCUMENTATION Page 2 of 2

DWR I -
Division of Water Resources
Application Number:
1. APPLICANT INFORMATION:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 02T.0105 — VARIANCE/ALTERNATIVE DESIGN REQUEST
VADC 10-14 & SUPPORTING DOCUMENTATION
(if applicable, to be completed by DWR)
1. Applicant's name: Town of Hillsborough
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State ® Municipal
3. Signature authority's name: Eric Peterson per 15A NCAC 02T .0106(b)
4. Applicant's mailing address: PO Box 429
City: Hillsborough State: NC Zip: 27278-
5. Applicant's contact information:
Phone number: [phone] Email Address: eric.peterson(i�hillsboroughnc.gov
11. PROJECT INFORMATION:
1. Project name: Affordable Senior Housingat Waterstone
2. Project status: ® Proposed ❑ Existing (if existing, Permit Number: )
III. CONSULTANT INFORMATION:
❑ Privately -Owned Public Utility
❑ County
1. Professional Engineer: Tony Whitaker License Number: 14999
Firm: Civil Consultants, Inc.
Mailing address: 3708 Lvckan Parkway, Suite 201
City: Durham State: NC Zip: 27707 -
Phone number: [phone] Email Address: tony.whitaker(acivil-consultants.com
IV. VARIANCE REQUEST:
Title: Town Manager
1. Provide a detailed list of specific criteria that a variance request is submitted for:
(e.g., NCAC 02T.0305(f) - Separation, MDC for Pump Stations / Force Mains 3.04(A)(1)(b) — Discharge Piping Velocity, etc)
15A NCAC 02T .0305(i)(1)- for public gravity sewers, a miminum eight inch diameter pipe
FORM: VADC 10-14 Page 1 of 2

Applicant's Certification per 15A NCAC 02T .0106(b):
I, _ attest that this request for
(Signature Authority's name & title from Request Item 1.3.)
(Project name frorYrtequest Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I also understand that if all required parts of
this request package are not completed and that if all required supporting information and attachments are not included, this request
package will be returned to me as incomplete. I understand that by certifying this variance request, I shall adhere to the
requirements of the variance approval should it be approved and all permit conditions should the permit be approved.
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 request package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed
$10,000 as well as civi[ADenalties up to $25,000 per violation.
Signature: Date:
Professional Engineer's Certification:
Engineer's name from Request Item III.1.)
(Project name from Request Item 11.1.)
that this request for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design in accordance with 15A NCAC 02T.0105(n) will provide• equal or better treatment of the waste;
equal or better protection of the waters of the state; and no increased potential for nuisance conditions from noise, odor, or vermin.
I further attest as been prepared in accordance with this request package and its instructions, as well as all applicable regulations and
statutes. 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 request package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed
$10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Ir
a
_cA� i
FORM: VADC 10-14 Page 2 of 2

Tony Whitaker
From: Tony Whitaker
Sent: Tuesday, March 21, 2017 6:08 PM
To: Cashion, Ted
Cc: Kenny Keel - Town of Hillsborough ([e-mail])
Subject: Request for Alternative Design to Use 6" Diameter Public Main
Ted,
Thanks for your follow up phone call yesterday regarding the referenced subject for the townhome project in
Hillsborough, NC. This email will document our discussions to date.
The proposed main will serve a three -unit building, with each unit under individual ownership. Each unit will have one
full bedroom, and a small niche area that could be used for a second bed location. Unit ownership will be age -limited to
seniors only (55 and older), with no children. A six inch diameter pipe has been stubbed from the completed street to
serve this building, and the developer desires to not re -excavate the street in order to upsize the pipe to conventional
main standards. The six inch pipe will have sufficient capacity for the projected design flow. The Town's engineering
staff has stated a willingness for this main to be public, and for it to remain as a 6" pipe. An extension of approximately
60 linear feet will be necessary to serve the new building.
In our conversation, you acknowledged your department's agreement with this design approach as long as no additional
connections are permitted to this main, and further conditioned upon the main having a High Priority status with your
department. Both of these conditions are acceptable to us and to the Town Engineer.
We discussed that there will be a very slight horizontal deflection in the main at the point of connection. We will retain
the existing cleanout at this location, and install a terminal manhole at the upper end of the main.
You advised us to submit a variance/alternative design request along with the fast-track permit application for this
project. I will also include this email in the application so the reviewer will have knowledge of our discussions. Please
feel free to respond with affirmation of the above, or to provide any clarifications.
Thanks for your help with this project.
Tony M. Whitaker, PE
Civil Consultants, Inc.
919-490-1645 (office)
919-943-8418 (cell)
http://www civil-consultants.com/

i i i consultants
LAND DEVELOPMENT CONSULTANTS
To: State of NC Department of
Environmental Quality
Water Quality
❑ 1 st Review
❑ 2°d Review
❑ 3'd Review
❑ For Approval Signoff/ Stamping
❑Other
LETTER OF TRANSMITTAL
Date: 3/29/18 Job No: 22036
Attn: Water Quality Section
Re: Affordable Senior Housing at
Waterstone
❑ For Review & Comment
❑ For Approval
❑ For your Use
❑ For your Files
® As Requested
T TQ AAn;I
WE AF -h hENOINO YUU IHE POLLOW1Nli IItMJ VIA - - Copies I Date No. I Description
1 3/28/18 1 Variance/Alternative Design Calculations
REMARKS:
COPY TO: FILE
SIGNED: Tony M. Whitaker, P.E.
LAND PLANNERS + CIVIL ENGINEERS
3708 LYCKAN PARKWAY, SUITE 201 DURHAM, NC 27707, PHONE: [phone]
WWW.CIVIL-CONSULTANTS.COM LIC. C-1030

• CtV I J consultants
OLAND DEVELOPMENT CONSULTANTS
March 28, 2018
State of North Carolina
Dept. of Environmental Quality — Water Quality
1628 Mail Service Center
Raleigh, NC 27699-1628
RE: Variance/Alternative Design Calculations
Affordable Senior Housing at Waterstone
CALCULATIONS
22036
Please find below the design summary calculations to supplement the variance request.
Summary: The project is a 3 acre residential site located in the Town of Hillsborough, NC; and is also
a part of the Waterstone mixed use development. The project will involve the construction of
approximately 546 linear feet of 8" PVC and 54 linear feet of 6" PVC sanitary sewer extension. The
variance request is for the 6" PVC sewer extension to be accepted as a public main. This 6" PVC will
collect wastewater from a 3 unit building that will consist of one bedroom per unit.
1. Demand:
Use
Quantity
Unit
d/Unit
Total d
Residential - single family or multi
family***
3.00
Bedroom
240
720
Total 720
2. Conversion: 720 gpd (avg) z 0.5 gpm (avg)
3. Apply Peaking Factor: Assuming a peaking factor of 5 (see note below):
5 x 0.50 gpm = 2.5 gpm
Note: 2.5 gpm is equivalent to one shower head operating at a point in time. We believe a
higher peaking factor is more appropriate but a peaking factor of 5 is closer to industry
standards in applying peaking factors.
4. Scenario 1 — Pipe Velocity at calculated flow
Based on Manning's equation, at the calculated peak flowrate in the 6 -inch pipe the velocity is
2.18 fps (see attached spreadsheet below).
LAND PLANNERS + CIVIL ENGINEERS
3708 LYCKAN PARKWAY, SUITE 201 DURHAM, NC 27707, PHONE: [phone]
WWW.CIVIL-CONSULTANTS.COM LIC. C-1030

Manning Formula Uniform Pipe Flow at Given Slope and Depth
inputs:
Pipe Diameter, do
6.0000 in
Manning Roughness, n 1
0.0110
Pressure slo(Possibly equal to pipe slope),
0.0850 slo e
Percent of (or ratio to) full depth (100• or 1 if flowing ful
0.0400 fraction
Results:
Flow, Q
2.5856 al/min
Velocity, v
2.1867 ft/s
Velocity head, by
0.0743 ft
Flow Area A
0.3794 in^2
Wetted Perimeter, P
0.2014 ft
Hydraulic Radius
0.0131 ft
Top Width, T
2.3515 in
Froude Number, F
3.33
Shear Stress (tractive force), -r
1 0.1061P sf
Version 2.0 (20 lune 2017)
HawsEDC Calculators
5. Scenario 2 — Pipe capacity/velocity flowing half full
Based on Manning's equation, the theoretical rate of flow in the 6 -inch pipe flowing half full is
433 gpm, which far exceeds any expected demand.
Manning Formula Uniform Pipe Flow at Given Slope and Depth
Inputs:
Pipe Diameter, do
6.0000 in
Manning Roughness, n
0.0110
Pressure sio e (possibiV equal to pipe slope), Sp
0.0850 slope
Percent of (or ratio to) full de th100'/ or 1 if flowing fu
0.5000 fraction
Results:
Flow, Q
433.8451 al/min
Velocity, v
_
9.8458 ft/s
Velocity head, by
1.5066 ft
Flow Area, A
14.1372 in^2
Wetted Perimeter, P
0.7854 ft
Hydraulic Radius
0.1250 ft
Top Width, T
_
6.0000 in
Froude Number, F
3.92
Shear Stress (tractive force), r
1.3265 psf
Version 2.0 (20 June 2017)
HawsEDC Calculators
In conclusion, these calculations show that the flow velocity of the pipe flowing at the expected
discharge will meet the minimum 2 ft/s, and the pipe will have sufficient capacity for expected
demands.
Please contact me if you have any questions or need additional information. 6„•ee�auer,r6
CARO mss°
Sincerely,r����`®°r
�^y
' sf Ai r I
Tony Whitaker, P.E. 14 999 e {
Principal �p5:;rt����` �e�&

Robinson, Jasori
From: Fertenbaugh, Christyn L
Sent: Tuesday, April 10, 2018 2:15 PM
To: Robinson, Jason
Cc: Cashion, Ted
Subject: RE: FW: Request for Alternative Design to Use 6" Diameter Public Main
Thanks, I just got these myself last week. I anticipate being able to get this variance approved this week sometime as
long as everything looks OK.
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
919-807-6312 — Office
919-807-6489 — Fax
[e-mail]
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 N. Salisbury Street, Rm. 925S
Raleigh, NC 27604-1170
-�'"-''Nothing Compares. -�_. ' C.-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Robinson, Jason
Sent: Monday, April 09, 2018 3:20 PM
To: Fertenbaugh, Christyn L<[e-mail]>
Cc: Cashion, Ted <[e-mail]>
Subject: RE: FW: Request for Alternative Design to Use 6" Diameter Public Main
Christyn
I received the attached variance request calculations. I just wanted to make sure that you had received this.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations

Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
From: Tony Whitaker [mailto:[e-mail]
Sent: Wednesday, March 21, 2018 5:53 PM
To: Cashion, Ted <[e-mail]>
Cc: Vickie Wright <[e-mail]>; Tonya Jones <[e-mail]>; Robinson,
Jason <[e-mail]>
Subject: RE: [External] FW: Request for Alternative Design to Use 6" Diameter Public Main
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Thanks. All of a sudden I'm concerned about the timing. I anticipate wanting to install the sewer in a couple of months.
I'll call Christyn right away.
I appreciate your help.
Tony M. Whitaker, PE
Civil Consultants, Inc.
919-490-1645 (office)
919-943-8418 (cell)
http://www.civil-consultants.com/
From: Cashion, Ted [mailto:[e-mail]]
Sent: Wednesday, March 21, 2018 5:41 PM
To: Tony Whitaker <[e-mail]>
Cc: Vickie Wright <[e-mail]>; Tonya Jones <[e-mail]>; Robinson,
Jason <[e-mail]>
Subject: RE: [External] FW: Request for Alternative Design to Use 6" Diameter Public Main
Hi Tony,
Good to hear from you. We do need the variance approval letter from the Central Office to be submitted along with the
fast track application. We are about 6-8 weeks out from review to issuing fast track permits. I don't know the time
frame in the Central Office on the back log in Christyn Fertenbaugh's office (919-807-6312) to review and issue a
variance. May want to give her a call.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254

son
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Tony Whitaker [mailto:[e-mail]]
Sent: Wednesday, March 21, 2018 5:27 PM
To: Cashion, Ted <[e-mail]>
Cc: Vickie Wright <[e-mail]>; Tonya Jones <[e-mail]>
Subject: [External] FW: Request for Alternative Design to Use 6" Diameter Public Main
I hope all is well with you. We are submitting to the Central Office a Variance request for the item that you and I
discussed about a year ago, as documented below. It is a request to allow a 6" line serving three senior housing units to
be a public main instead of private, with the local sewer authority's permission. The three residential units are only one -
bedroom units, so there will be a total of three bedrooms on the 6" line. Each unit is only about 700 square feet, and
each of them will most likely be single occupancy.
We have the Fast Track sewer extension application queued up and ready to submit to you as well, but the application
form seems to say that we need to wait until the variance is approved. We could wait on this approval if necessary, but I
wonder if you will accept the Fast Track application at this point as well, pre -supposing that the variance will be
approved. The Fast Track application has been filled out and signed by the Town Manager, with this 6" line being noted
as a High -Priority line, as you suggested in our conversation last year.
Thanks for your help on this project.
Tony M. Whitaker, PE
Civil Consultants, Inc.
919-490-1645 (office)
919-943-8418 (cell)
http://www.civii-consultants.com/
From: Tony Whitaker
Sent: Tuesday, March 21, 2017 6:08 PM
To: Cashion, Ted <[e-mail]>
Cc: Kenny Keel - Town of Hillsborough ([e-mail]) <[e-mail]>
Subject: Request for Alternative Design to Use 6" Diameter Public Main
Ted,
Thanks for your follow up phone call yesterday regarding the referenced subject for the townhome project in
Hillsborough, NC. This email will document our discussions to date.

The proposed main will serve a three -unit building, with each unit under individual ownership. Each unit will have one
full bedroom, and a small niche area that could be used for a second bed location. Unit ownership will be age -limited to
seniors only (55 and older), with no children. A six inch diameter pipe has been stubbed from the completed street to
serve this building, and the developer desires to not re -excavate the street in order to upsize the pipe to conventional
main standards. The six inch pipe will have sufficient capacity for the projected design flow. The Town's engineering
staff has stated a willingness for this main to be public, and for it to remain as a 6" pipe. An extension of approximately
60 linear feet will be necessary to serve the new building.
In our conversation, you acknowledged your department's agreement with this design approach as long as no additional
connections are permitted to this main, and further conditioned upon the main having a High Priority status with your
department. Both of these conditions are acceptable to us and to the Town Engineer.
We discussed that there will be a very slight horizontal deflection in the main at the point of connection. We will retain
the existing cleanout at this location, and install a terminal manhole at the upper end of the main.
You advised us to submit a variance/alternative design request along with the fast-track permit application for this
project. I will also include this email in the application so the reviewer will have knowledge of our discussions. Please
feel free to respond with affirmation of the above, or to provide any clarifications.
Thanks for your help with this project.
Tony M. Whitaker, PE
Civil Consultants, Inc.
919-490-1645 (office)
919-943-8418 (cell)
http://www.civil-consultants.com/

0
1. ALL WATER AND SEWER PROCEDURES OF THE TOWN OF HILLSBOROUGH WILL
BE FOLLOWED.
2. SOIL AND EROSION CONTROL PLN/ (FROM ORANGE COUNTY) WALL BE
OBTAINED PRIOR TO ISSUANCE OF A ZONING PERMIT.
1 THE HILLSBOROUGH FIRE CHIEF RECOMMENDATIONS WILL BE FOLLOWED.
4. THE STORMWATER CONTROL AND GRADING PLAN WILL BE RENEWED AND
APPROVED BY THE TOWN STORWWATER PROGRAM MANAGER, AT THE
DEVELOPER'S EXPENSE, BEFORE THE ISSUANCE OF A ZONING PERMIT. THE
PLAN WILL BE FOLLOWED.
5. ALL NEW UTILITIES WALL BE UNDERGROUND.
6. THE ZONING OFFICER WILL INSPECT THE SITE BEFORE A CERTIFICATE OF
OCCUPANCY IS ISSUED.
7. OUTSIDE STORAGE IS PROHIBITED.
8. TREES TO REMAIN UNDISTURBED WRING CONSTRUCTION WILL BE FLAGGED TO
THE OUTSIDE OF THE CROWN OF THE TREES TO REMAIN AND WALL BE
INSPECTED BEFORE THE ZONING PERMIT IS ISSUED.
9. PLANT MATERIAL WILL BE INSTALLED PER SECTION 8 OF THE UNIFIED
DEVELOPMENT ORDINANCE THE ZONING OFFICER WILL INSPECT PLANT
MATERIAL WCO
RING THE SEND GROWING SEASON AND SUBSTANDARD
MATERIAL WILL BE REPLACED BY THE OWNER/DEVELOPER.
10. THE OWNER OR RECIPIENT OF THE ZONING PERMIT SHALL PROPERLY MAINTAIN
THE PARKING, LANDSCAPING, LIGHTING AND DUMPSTERS.
LEGEND
AFFORDABLE SENIOR
HOUSING AT WATERSTONE
also known as
WATERSTONE - PHASE I/PARCEL 3 TOWNHOMES
CONSTRUCTION DRAWINGS
Hillsborough, North Carolina
WAVERS FRA/ THE FOLLOWNG REQUIREMENTS OF THE LIDO (UNITED DEVELOPMENT ORDINANCE)
SECTION 5 (DEVELOPMENT STANDARDS) APPROVED BY TOWN BOARD OF COYMI590NERS ON .LIME 12
2A 7:
L SUBSECTION e.11 (LIGHTING). PAFUGRAPH 6.11.2 (APPUCABaITY): 'UGHT'NG PLANS SHALL
DEMONSTRATE THAT SUFFTGENT UCNT CULL BE AVAILASE TO PROIOE SECURITY ETR PROPERTY
AND PEOPLE USIRG PUBLIC FACILITIES AND COMMON REAS MER DARN. THIS
NOLLDES BUT
IS NOT LIMITED TO, ROADS DM EW'AYS, WALKWAYS INTRAYS. PARKING LOTS, AND
RECREATIONAL. AREAS. UG111NG PLANS LOLL BE REYE'MED AS PMT OF TIE R6VE'M PROCESS
FOR ALL POW
O WT APPIIC QL MODWXGFIONS TO APPROVED OR M"3LIGHTING 91AL BE
SUBMITTED TO IME PLANNING DIRECTOR FOR REVIEW AND COMPLIANCE WEN APPLICABLE
REQUIREMENTS'
WAILER GRANTED: THE SPECIAL USE PERMIT RENEW 6 GRANTED WITHOUT THE SIBNS!JON OF A
LKNTNG PLAN A "TING PLAN WILL BE SENTTED FOR REVEW AT THE OANSTFIL"ON DRAWING
Urm-
2. SUBSECTION 6.11 (UGITNG1 PARAGRAPH x11.4 (MIMYVM LIGHT LEVELS}
'SUB -PARAGRAPH 6.11.4.1: PIRI(KNG MEAS, WETHER SIRFAJM OR N A STRUCTURE. SHAW
HAVE A MINIMUMLICIT INTENSITY OF 1.0 FOOTCANDLES.-
0."_PARAGIAPN 6.11.4.2 INTERIOR SDEWAXS. THOSE SDEWALXS THAT CONNECT BUILDINGS
TO PARKING AREAS. COMMON MEAS. OF FACIUES WTHN A DE THAT ME LIKELY
TO BE USED AT MIGHT, SHALL HAVE A MINIMUM LIGHT INTENSITY OF 05 FOOTCMD ES'
WMNAS GRANTED: UQFPNG IS APPROM NTH THE ALLOWANCE OF MINOR INTENSITY
INFRACTIONS THAT MIGHT ARISE WEN THE RAN IS PREPARED AND PRESENTED.
1 SUBSECiNXN G . PARA 6.11.6 (NSTAUATKRSIB-PARAGLANa11.61:
gIGHTNO F=S SHALL
NOT IXGEED TILE LEl9Ek TWE MAMMY PERMITTED
BUILDING HEIGHT FOR THE DISTRICT, OR UNE YAXYVM fE]WT Qi IIHE YAH POGROM OF THE
PRIMARY MOLDING ON THE STESPIES. TOWERS, PARAPET WALLS AND TLIKE)
ON THE STC FOR ETES MEAD NO BULDIIC 6 PROPOSE. MOUNTING HELOT FOR FiXRRS)
SHALL NOT EXCEED fTFTEEN TWS PROK MTDIFF TYPE M
NOT FIXTURES
OR TWENTYnVE (EiO OUTDOOR ATHLETIC
FEET FOR OJTOFF TYPE Fl 16
FEND AND OUTDOOR PERFORMANCE AREA UG HTNG PROVIDED THE 07HER APPUCA9E
REQUIREMENTS OF THIS SECTION ARE MET."
WATER CRMTED: FREESTANDING LIGHTS POLES MAY BE MOUNTED AT 25 FEET.
4 9AMCMN 8.13 (PARKING LOAENC AND ORCAADON), PARAGRAPH &Ial (OFF-STREET
PARKING PROVISIONS). SVB-PARAORAPIH 8.1115 (TABLE: YIINAIM NLMMIER OF PARIONG
SPAM REQUIRED) THAT REQUIRES PARKING FOR 9W11NR ATTACK AT THE FOLLOWING
RATIO 1'AO PFR LMT WHEN THE DEVELOPMENT HAS 100 OR FEWER ONE PER BEDROOM
RDS ONE ISTOR SPACE PER 25 LINTS 'WEN THE GEWELOPM E NT HAS MORE THAN TDO UNITS
WAIVER GRANTED, THE PROJECT IS TO BE DEMELOPED NTH M RATHER THAN 46 PARED
SPACES.
S SUBSECTION 6.19 (STEEP SLOPES). PARAGRAPH 6.19.3 (DEVELOPMENT STANDARDS)
,SUB -PARAGRAPH 6.113.31 110 MORE THAN 25R OF MY NDK.ATED AREA WITH A SSPE
BETWEEN 159 AND 25F MAY BE DISTURBED.'
0.919-PMAGRAPN 611111 'NO MORE THAN MS OF ANY INDICATED AREA WIN A SLOPE
GREATER THAN 25X MAY BE DISTURBED '
WAVERS ORMTE, SLOPES 15R AND GREATER MAY S DISTURBED AS PMT OF BITE GR L.
SfTE
VICINITY MAP
DRAWING MDM
C1 COVER SHEET
C2 STANDARD NOTES AND SPECIFICATIONS
C3 TOPOGRAPHICAL SURVEY
C4 EXISTING CONDITIONS & LAND SUITABILITY ANALYSIS & PHASE 1 EROSION CONTROL
C5 SITE PLAN
C5.1 SITEWORK CONTRACT SCOPE PLAN - SITE & UTILITY
CIS GRADING & STORM DRAINAGE PLAN
C8.1 SITEWORK CONTRACT SCOPE PLAN - GRADING & STORM DRAINAGE
C7 UTILITY PLAN
C8 SANITARY SEWER OUTFALL 'A' PLAN & PROFILE
C9 SANITARY SEWER OUTFALLS 'B' & 'C' PLAN & PROFILES
C10 PHASE 2 EROSION CONTROL PLAN
LS LANDSCAPE PLAN AND DETAILS
LP LIGHTING PLAN
A-1 ARCHITECTURAL ELEVATIONS
A-2 ARCHITECTURAL ELEVATIONS
D1 GENERAL SITE DETAILS
D2 UTILITY DETAILS
D3 STORM DRAINAGE DETAILS
D4 STORM DRAINAGE & EROSION CONTROL DETAILS
D5 EROSION CONTROL DETAILS
DEV Y U114"I'll
I. THE Apmm' SITE DEVR.OPMENT PIANS ARE DATED APRIL 10, 2017. THESE PLANS SHOW A
FSTEEN-FDD' SETBACK ALONG COLLEGE PMN ROAD ro ALLOW FOR ACODONAL TREE
PRESERVA7TUN ON SITE AND A OWKWAY CONNECTION ro THE ADJ PARCEL 00ED AND
OPERATED BY THE UTILE SCHOOL DEYELOP1EMT GROUP. HABITAT WLL INSTALL AOCiDNAI
LANDSCAPING WIIBI THE BUFFER TO ACCOMODATE THE DRIVEWAY CONNECTION TO THIS
ADJACENT PN. v_ _
2 THE APPROVAL. RNOLUDES GAMING THE FO101MMG REQUESTED WAIVERS:
(H)THE LOVER TOWNM
6.13.14, UM PARKING REOLAIEMENT WAS 4RMTED TO ALLOW THE
)CTE TO DEVELOP WITH 44 RATHER THAN" PARKING SPACE&
(2AQTHE A UGHTING PLAN AS P OF THE
AL USIER TO 6.11.2 REQUIREMENT PERMIT RENEW IS GRANTED.A LIOTINGTPLAN WILL BE SUBMITTED WITH
CON STRUMN GRANMGS.
(3) THE WN.ER TO 6.11.41 AND 6.11.42 TO HAVE AREAS ON THE PLAN TO NOT MEET
mMUM "TING STANDARDS FOR PARKING AN G APEDESTRIMEAS IS GRANTED TO ALLOW
FOR WOR FITEISTY INFRACTIONS THAT MIGHT ARISE WHEN THE PLAN IS PREPARED AND
PRESENTED.
(4) THE WAVER TO 6.11.6.1 WHICH REQUIRES THE UGHT INSTALLATION /EIGHT TO NOT
EX® THE MAN HELOT OF MY BUILDING ON THE STT IS WAND TO ALLOW THE
APFLKANy 'J USE THE STANDARD 25 -FOOT POE MOUNTING HEIGHT OFFERED BY DUE
ENERGY.
(3� MORE THTHE AN 25XTO aOF THE STEEP 19'13 AND &19.3,4
AREA 6 KAMTED AUNTS S THE EXISTING ST® SLOF ST� OPES
ro
ARE NOT NAT,7AilY OCCXRRKL
1 ALL OTHER FECUPFD PEPIRTS AND REVIE'AB MUST BE SECURED BY THE APPLICANT BEFORE
CO/STRUCTCN aEGRN6 INCDOIIO BUT MOT UIIIED N MmORIc DISTRICT.
f7RC SOLID
WASTE, STO NWATER. SOL AND UWK4M CONTROL ZONING, AND BUILDING C(IDE.
4. THEMOWN EWANEEE SNAIL REVIEW AND APPROVE FINK ER WATAND SEWER PLANS FOR
THE BITE PR 1R TO CONSTRUCTION.
5. CERTIFICATE 7f MIEOUATE PUNIC SC IOL& ISSUED BY THE SCHOOL SUPERINTENDENT OF
ORANGE COU: NTY WN WHOOLS. MUST BE PROVIDED TO THE TOPRIOR 70 THE APPROVAL OF A
FNA_ PUT FIA ANY PHASE WARN THE DEVELOPMENT
9. THE TOWN MIST INSPECT THE TREE PROTECTION FEMC NG/CEMIIR WT DEMARCATION
BEFORE GRN/N. BEGINS.
1. GENERAL IUI0C,,,A71OK TO LIE BL4DNG COEFI URADONS AND BITE LAYOUT. NQIDNG
BI,INMG S7UA0( AOM57MENTS POMOYING AN INTERNAL DRVEWAY CONIECTKN, AND
ADDING A HEW MYEWAY CORECIION 1O THE PAMO G LOT ON 711E ADJOPING PROPERTY TO
THE SOUTH ( T ITRLE SCHOOL)L
2 MIOOET THE :'ERl1ETER BUFTFA Ai THE SOUIlIEAST COAXED OF THE PROPE11Y, N ORDER TO
BETTER PPESCR'E SPECBEN 1RFE5 ON TE PI ERGR PORT I N OF THE PROPERTY WWME
RETANNG THE INTENDED NUMBER OF RESIDENTIAL UNITS.
1 THE WIRE47 SIECAL USE PERMIT S1IPIAATES THE S TBACK FROM COLLEGE PAIN ROAD TO
BE DO FEET. OE PROPOSED SETBACK IS 15 FEET.
APPLICANT/OWNER:
NEW
EXISTING
DRNNAGE STRUCTURE
■ O ®o A
o 0 o A
SAHTMY SEWER MANHOLE
S
S
COIL CONSULTANTS, NG
PROPOSED UNDISTURBED AREA:
i
SMITHY SEWER CIEANQUT-
SATE 201
DURBUMA TNC 27707
PRIESMED TREE
WATER VALVE
•Y
TIA N HOMES - SO4M HOUSING
FIRE HYDRANT
pe
�•Y
sp
DYERHEAD UTILITY UNE'
CURRENT ZOMMG
-
UNDERGROUND ELECTRIC LANE
E
- - -R- -
UNDER(RD1ND TELECAN/OATA UNE
_TD_-
--
FIBER OPTIC CABLE
FO
- --
GAS UNE
0
- --
STORM DRANA(E PIPE
-SD--
-
SANTMY SEWER LIKE
SS
- - -®- -
WATER LUNE
_W_-
- -�-
SURFACE ELEVATON CONTOUR
40O
400
SURFACE SPOT 0EVATON
♦,s.w
ATN.«
WAPNG UNIT/TREE UNE
- n n - - - n - -
UMIT OF DISTURBANCE
-�-�-
TREE PROTECTION FENCE
->"-�-- -
TREE PROTECTIN/90 FENCE
- m -Ry
TREE PNOEC110N/UMIT OF DISTURBANCE
-mAm-wA--
SILT FEN /U.T OF DISTURBANCE
-PAm->•Am-
TREE PROTECTION/S1_7 FENCE/
-Tr/sAm-TPAWRAm-
LIMIT OF DISTURBANCE
RDOF DRAM
^�`E
ELECTRICAL TRMVORMER PAD
n
0
TYPICAL METED NOTE LADE
WAVERS FRA/ THE FOLLOWNG REQUIREMENTS OF THE LIDO (UNITED DEVELOPMENT ORDINANCE)
SECTION 5 (DEVELOPMENT STANDARDS) APPROVED BY TOWN BOARD OF COYMI590NERS ON .LIME 12
2A 7:
L SUBSECTION e.11 (LIGHTING). PAFUGRAPH 6.11.2 (APPUCABaITY): 'UGHT'NG PLANS SHALL
DEMONSTRATE THAT SUFFTGENT UCNT CULL BE AVAILASE TO PROIOE SECURITY ETR PROPERTY
AND PEOPLE USIRG PUBLIC FACILITIES AND COMMON REAS MER DARN. THIS
NOLLDES BUT
IS NOT LIMITED TO, ROADS DM EW'AYS, WALKWAYS INTRAYS. PARKING LOTS, AND
RECREATIONAL. AREAS. UG111NG PLANS LOLL BE REYE'MED AS PMT OF TIE R6VE'M PROCESS
FOR ALL POW
O WT APPIIC QL MODWXGFIONS TO APPROVED OR M"3LIGHTING 91AL BE
SUBMITTED TO IME PLANNING DIRECTOR FOR REVIEW AND COMPLIANCE WEN APPLICABLE
REQUIREMENTS'
WAILER GRANTED: THE SPECIAL USE PERMIT RENEW 6 GRANTED WITHOUT THE SIBNS!JON OF A
LKNTNG PLAN A "TING PLAN WILL BE SENTTED FOR REVEW AT THE OANSTFIL"ON DRAWING
Urm-
2. SUBSECTION 6.11 (UGITNG1 PARAGRAPH x11.4 (MIMYVM LIGHT LEVELS}
'SUB -PARAGRAPH 6.11.4.1: PIRI(KNG MEAS, WETHER SIRFAJM OR N A STRUCTURE. SHAW
HAVE A MINIMUMLICIT INTENSITY OF 1.0 FOOTCANDLES.-
0."_PARAGIAPN 6.11.4.2 INTERIOR SDEWAXS. THOSE SDEWALXS THAT CONNECT BUILDINGS
TO PARKING AREAS. COMMON MEAS. OF FACIUES WTHN A DE THAT ME LIKELY
TO BE USED AT MIGHT, SHALL HAVE A MINIMUM LIGHT INTENSITY OF 05 FOOTCMD ES'
WMNAS GRANTED: UQFPNG IS APPROM NTH THE ALLOWANCE OF MINOR INTENSITY
INFRACTIONS THAT MIGHT ARISE WEN THE RAN IS PREPARED AND PRESENTED.
1 SUBSECiNXN G . PARA 6.11.6 (NSTAUATKRSIB-PARAGLANa11.61:
gIGHTNO F=S SHALL
NOT IXGEED TILE LEl9Ek TWE MAMMY PERMITTED
BUILDING HEIGHT FOR THE DISTRICT, OR UNE YAXYVM fE]WT Qi IIHE YAH POGROM OF THE
PRIMARY MOLDING ON THE STESPIES. TOWERS, PARAPET WALLS AND TLIKE)
ON THE STC FOR ETES MEAD NO BULDIIC 6 PROPOSE. MOUNTING HELOT FOR FiXRRS)
SHALL NOT EXCEED fTFTEEN TWS PROK MTDIFF TYPE M
NOT FIXTURES
OR TWENTYnVE (EiO OUTDOOR ATHLETIC
FEET FOR OJTOFF TYPE Fl 16
FEND AND OUTDOOR PERFORMANCE AREA UG HTNG PROVIDED THE 07HER APPUCA9E
REQUIREMENTS OF THIS SECTION ARE MET."
WATER CRMTED: FREESTANDING LIGHTS POLES MAY BE MOUNTED AT 25 FEET.
4 9AMCMN 8.13 (PARKING LOAENC AND ORCAADON), PARAGRAPH &Ial (OFF-STREET
PARKING PROVISIONS). SVB-PARAORAPIH 8.1115 (TABLE: YIINAIM NLMMIER OF PARIONG
SPAM REQUIRED) THAT REQUIRES PARKING FOR 9W11NR ATTACK AT THE FOLLOWING
RATIO 1'AO PFR LMT WHEN THE DEVELOPMENT HAS 100 OR FEWER ONE PER BEDROOM
RDS ONE ISTOR SPACE PER 25 LINTS 'WEN THE GEWELOPM E NT HAS MORE THAN TDO UNITS
WAIVER GRANTED, THE PROJECT IS TO BE DEMELOPED NTH M RATHER THAN 46 PARED
SPACES.
S SUBSECTION 6.19 (STEEP SLOPES). PARAGRAPH 6.19.3 (DEVELOPMENT STANDARDS)
,SUB -PARAGRAPH 6.113.31 110 MORE THAN 25R OF MY NDK.ATED AREA WITH A SSPE
BETWEEN 159 AND 25F MAY BE DISTURBED.'
0.919-PMAGRAPN 611111 'NO MORE THAN MS OF ANY INDICATED AREA WIN A SLOPE
GREATER THAN 25X MAY BE DISTURBED '
WAVERS ORMTE, SLOPES 15R AND GREATER MAY S DISTURBED AS PMT OF BITE GR L.
SfTE
VICINITY MAP
DRAWING MDM
C1 COVER SHEET
C2 STANDARD NOTES AND SPECIFICATIONS
C3 TOPOGRAPHICAL SURVEY
C4 EXISTING CONDITIONS & LAND SUITABILITY ANALYSIS & PHASE 1 EROSION CONTROL
C5 SITE PLAN
C5.1 SITEWORK CONTRACT SCOPE PLAN - SITE & UTILITY
CIS GRADING & STORM DRAINAGE PLAN
C8.1 SITEWORK CONTRACT SCOPE PLAN - GRADING & STORM DRAINAGE
C7 UTILITY PLAN
C8 SANITARY SEWER OUTFALL 'A' PLAN & PROFILE
C9 SANITARY SEWER OUTFALLS 'B' & 'C' PLAN & PROFILES
C10 PHASE 2 EROSION CONTROL PLAN
LS LANDSCAPE PLAN AND DETAILS
LP LIGHTING PLAN
A-1 ARCHITECTURAL ELEVATIONS
A-2 ARCHITECTURAL ELEVATIONS
D1 GENERAL SITE DETAILS
D2 UTILITY DETAILS
D3 STORM DRAINAGE DETAILS
D4 STORM DRAINAGE & EROSION CONTROL DETAILS
D5 EROSION CONTROL DETAILS
DEV Y U114"I'll
I. THE Apmm' SITE DEVR.OPMENT PIANS ARE DATED APRIL 10, 2017. THESE PLANS SHOW A
FSTEEN-FDD' SETBACK ALONG COLLEGE PMN ROAD ro ALLOW FOR ACODONAL TREE
PRESERVA7TUN ON SITE AND A OWKWAY CONNECTION ro THE ADJ PARCEL 00ED AND
OPERATED BY THE UTILE SCHOOL DEYELOP1EMT GROUP. HABITAT WLL INSTALL AOCiDNAI
LANDSCAPING WIIBI THE BUFFER TO ACCOMODATE THE DRIVEWAY CONNECTION TO THIS
ADJACENT PN. v_ _
2 THE APPROVAL. RNOLUDES GAMING THE FO101MMG REQUESTED WAIVERS:
(H)THE LOVER TOWNM
6.13.14, UM PARKING REOLAIEMENT WAS 4RMTED TO ALLOW THE
)CTE TO DEVELOP WITH 44 RATHER THAN" PARKING SPACE&
(2AQTHE A UGHTING PLAN AS P OF THE
AL USIER TO 6.11.2 REQUIREMENT PERMIT RENEW IS GRANTED.A LIOTINGTPLAN WILL BE SUBMITTED WITH
CON STRUMN GRANMGS.
(3) THE WN.ER TO 6.11.41 AND 6.11.42 TO HAVE AREAS ON THE PLAN TO NOT MEET
mMUM "TING STANDARDS FOR PARKING AN G APEDESTRIMEAS IS GRANTED TO ALLOW
FOR WOR FITEISTY INFRACTIONS THAT MIGHT ARISE WHEN THE PLAN IS PREPARED AND
PRESENTED.
(4) THE WAVER TO 6.11.6.1 WHICH REQUIRES THE UGHT INSTALLATION /EIGHT TO NOT
EX® THE MAN HELOT OF MY BUILDING ON THE STT IS WAND TO ALLOW THE
APFLKANy 'J USE THE STANDARD 25 -FOOT POE MOUNTING HEIGHT OFFERED BY DUE
ENERGY.
(3� MORE THTHE AN 25XTO aOF THE STEEP 19'13 AND &19.3,4
AREA 6 KAMTED AUNTS S THE EXISTING ST® SLOF ST� OPES
ro
ARE NOT NAT,7AilY OCCXRRKL
1 ALL OTHER FECUPFD PEPIRTS AND REVIE'AB MUST BE SECURED BY THE APPLICANT BEFORE
CO/STRUCTCN aEGRN6 INCDOIIO BUT MOT UIIIED N MmORIc DISTRICT.
f7RC SOLID
WASTE, STO NWATER. SOL AND UWK4M CONTROL ZONING, AND BUILDING C(IDE.
4. THEMOWN EWANEEE SNAIL REVIEW AND APPROVE FINK ER WATAND SEWER PLANS FOR
THE BITE PR 1R TO CONSTRUCTION.
5. CERTIFICATE 7f MIEOUATE PUNIC SC IOL& ISSUED BY THE SCHOOL SUPERINTENDENT OF
ORANGE COU: NTY WN WHOOLS. MUST BE PROVIDED TO THE TOPRIOR 70 THE APPROVAL OF A
FNA_ PUT FIA ANY PHASE WARN THE DEVELOPMENT
9. THE TOWN MIST INSPECT THE TREE PROTECTION FEMC NG/CEMIIR WT DEMARCATION
BEFORE GRN/N. BEGINS.
1. GENERAL IUI0C,,,A71OK TO LIE BL4DNG COEFI URADONS AND BITE LAYOUT. NQIDNG
BI,INMG S7UA0( AOM57MENTS POMOYING AN INTERNAL DRVEWAY CONIECTKN, AND
ADDING A HEW MYEWAY CORECIION 1O THE PAMO G LOT ON 711E ADJOPING PROPERTY TO
THE SOUTH ( T ITRLE SCHOOL)L
2 MIOOET THE :'ERl1ETER BUFTFA Ai THE SOUIlIEAST COAXED OF THE PROPE11Y, N ORDER TO
BETTER PPESCR'E SPECBEN 1RFE5 ON TE PI ERGR PORT I N OF THE PROPERTY WWME
RETANNG THE INTENDED NUMBER OF RESIDENTIAL UNITS.
1 THE WIRE47 SIECAL USE PERMIT S1IPIAATES THE S TBACK FROM COLLEGE PAIN ROAD TO
BE DO FEET. OE PROPOSED SETBACK IS 15 FEET.
APPLICANT/OWNER:
,SITE DATA:
HABITAT FOR HUMANITY ORANGE COUNTY
PROPOSED BUILDING HEGIT..
BB '.ICOM CTR O.
SATE L110
E95TNG IMPERIOUS SURFACE
CHAPEL HU. NC 71514
PROPOSED TOTAL
PHOS: 919 I _7077
CONTACT: SUSAN LEVY
ENglmt
COIL CONSULTANTS, NG
PROPOSED UNDISTURBED AREA:
3706 LYCKAN PARKWAY
TOTAL OPEN SPACE AREA
SATE 201
DURBUMA TNC 27707
PRIESMED TREE
PROW N 1845
CONTACT: TONY WFTAKER PE
PROJECT:
TIA N HOMES - SO4M HOUSING
PAL
9671257526 k 9673259462
PARCEL ACREAGE
126 ACES
CURRENT ZOMMG
ESU
RPhR BASH:
KUM (UPPER FADS LME WATDTSHM)
W. OF UNITS:
24
BUILONG SETBAC(S
PER SUP:
15' (ALONG COLLEGE PAW()
S AD04 SETBACGS
PROVIDED:
IT (ALONG COLLEGE PMI)
MAXIMUM BUILDING HEIGHT,
80 FEET
PROPOSED BUILDING HEGIT..
< 20 FEET
E95TNG IMPERIOUS SURFACE
5357 S (0.12 ACES) (IM
PROPOSED TOTAL
IMPERIOUS SURFACE'
50.000 SF (1.15 ACRES) (3a.2l[)
PROPOSED UNDISTURBED AREA:
42.210 S (0.97 ACRES) (30V
TOTAL OPEN SPACE AREA
44,800 W (1.01 ACRES) (311X)
PRIESMED TREE
COVERAGE NEA PROWDETY.
47,000 W (1.08 ACRES)
PAH(NO SPACES PER LIDO
2 PER UNIT (24 UNITS)
48 SPACES
PARING SPACES FRONDED:
H SPACES (IICUGNG 6 ACG SPACES)
1 LOAONG SPACE
10 -
Know
whore below.
Call before you dig.
REFERENCES: (OF OGII: 1-80"32194)
1. SEE SHEET C2 FOR STANDARD NOTES AND SPECIFICATIONS
SHEET NO.
C1
CONSTRUCTION
0
a
NSM
C
d
i;
C
O
'9
W
O
m
b -i

EX,STIHO CGI
• INFORMATION ABOUT E)05TNG UNDERGROUND FACILITES AND SUIMNFACE CONDITIONS
INDICATED ON THEN ORAWINp IS IDT BASED OM AN E61AUS1IVE INVESTIGATION OF SUCH
FN9JTES OR CONDITIONS, AND THE ENGINEER MANES W WARRANTY TO MY PARTY
REGARDING THEM. EXISTING UTTUTY UNE LOGA7KM SHORN SHOULD BE CONSOEIED
APPROXIMATE , AND ACIUK U1E11EIL AND CONDITIONS MAY DETER FROM THOSE NWATED.
W U
OFFEIH. UTib OR C01dT10HS EIM, THEY MAY E ENCOUNTERED DURING THE
COARSE OF THE PROJECT WON. AND WY IMPACT THE PROJECT SCOPE AND TIME
REOlM1EliS.
PROIECTOM YD 9.AFEtt
• PRIOR TO BEGINNING WON. AND AS NEEDED DURING THE CORSE OF PROJECT WOK
CONTRACTOR SMALL NOTIFY ALL Al LE
LIMY LDCAT IN SERVICES AND UTKATY
PROVIDERS TO REASONABLY VENFT TE LOCATION OF ALL OKM1 OR SUSPECTED UTIUTTE&
IN ACCORDADE WITH STATE REGULATION& CONTRACTOR IS ADVISED MAI SOME UTILITY
PROVOER E 00 NOT S BSCRE E TO ONE -CALL BERVEGM AND MUST K CONTACTED
SEPARATELY.
• CONTRACTOR SINAL PROVIDE ADEQUATE MEANS AND METHODS FIR PROTECTION Of ALL
EXISTING UTILITIES AND STE FEATURES WHICH NE MENDED M REAM N SEANCE OE IN
• CONTRACTOR SMALL PROVIDE ADEQUATE TRAFFIC CONTROL MEASURES DURING THE CGLRI
O PROJECT WOR( N ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFlC CONTROL
DEVICES (MIU7CD) FOR STREETS AND HIGHWAYS. THE N.C. SPPEET TO THE MUTCD, ANY
REGULATORY AGENCY REMAREENIM AND PROJECT-SPECIFC SAFETY CONSIDERATIONS.
• CORTRACIOR SMALL BE SOLELY RESPONSIBLE FOR SAFETY PROGRAMS AND MEASURES ON
THE PROJECT STE OR 07 RUM RELATING TO THE PROJECT MON. AND SIAL COMPLY
WITH ALL SAFETY CODES AND EOLLA704 APPLICABLE THERETO, FOR THE PROTECTION O
WORKERS. VISITORS. M0 THE GENERAL PUBUG
• IN ADDITION TO COMPLYING WITH RE"EAENIS O THEN GRAMNGS AND OTHER PROJECT
DOCUMENTS. ALL PROJECT CLEARING. CRACKING. EROSION CONTROL. AND STORM DRAINAGE
WON SMALL BE N ACCORDANCE WM APPLICABLE STANDARDS D REQUIREMENREQUIREMENTSS OF
NCOOT, M NORTH CARONA SEDIMENTATION AND EROSION CONTROL AUTHORITY. AND THE
HC BULDIO CNE
• ALL WATER SYSTEM AND SANITARY SEWER WORK SMALL BE IN ACCORDANCE NTH THE
FOLLOWINM
o RECUNEYENTS O 111E TOW OF HRLSMOROIGU NGIDINO THE LATEST EDITION OF
CONSTRUCTION STADARDB AND SPECIFICATIONS, CONSTRUCTION DETAILS, POKES AND
ARM o REQ NODE ROWING 27 REClowhts BY THE GULATIONS AND MIEDRUM DESIGN
CRITERIA FOR THE PM47WO O GRAVITY EEpt&
o REGUUICNS O NCDEQ. ARES OOVERgNQ KOX. WATER ?.STEMS
o STREET RIGHT -OF -MY DEIOAONEIT POW REOLNtUID B. AS APPLICABLE
R OSHA REOINEENTS RELATED TO SAFETY.
o
REQUIREMENTS OF THE KO PIIMI(L CODE
uJtt mrrTRaL
• CONTRACTOR SMALL PROVIDE HORIZONTAL LAYOUT AND VERTICAL CONTROL FOR ALL
STEWOK CONSTRUCTION. UTILIZING THE SERVICES O A PROFESSIONAL IAED SMVEROR
LICENSED TO WOR( N NORM CARONA
ENGINEER WELL OBSERVE PROJECT WORK AS NEEDED FOR OUAUTY CONTROL PURPOSES.
• CEOTEOEWCAL ENGINEER WILL PRONOE MATERIAL AND DENSITY TESTING DURING TIE
CORN OF THE WON.
•
CONTRACTOR SMALL COORDNATE WITH ENGINEER AND (EOTECMMCIL ENG 4EEIL ALLOW STE
ACCESS. AND PROVIDE SUPPORT AS NEEDED FOR OBSERVATION AND TESTING O THE WORK
• PRIOR M PLACEMENT O MY BASE OR PAVEMENT. PILO VDE P ROOF-RALNO O AL
TRENCH AREAS TO ME SATISFACTION O GEOTECHNICAL ENGINEER.
• PRIOR TO PLACEMENT O MY BASE OR PAVELEFT. CONTRACTOR SMALL PROVIDE
PROOF-RO1110 O Al DRENCH MEAS TO THE SATISFACTION O GEOTECHNICAL ENGINEER.
• NOTIFY ENCNFFFJt AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING OR RESUMING STORM
DRAINAGE. GRACING WORK. WATERLINE OR SAMTARY SEAR WORK ENGNEEB MUST R
08SVE
CONNSTA
CONNECTIONS. LATWA
RI, SACKFLLJN06 D TESTING WORK. N ORDER TO PROVIDE
NECESSARY PROJECT CERTIFICATIONS ARD CLOSE-OUT OOLUlI
• NO71FY THE APPLICABLE AEBLAATCRY. UTILITY AND ROADWAY MTHMTES N A.ANCE
WITH THEIR REOU F439 NTS PEER TO EGN/WD PROJECT OR UTILITY WORK,
• NOTIFY ENCIIEEI AND OEOTECHMICIL ENGINEER AT LEAST TWO BUSINESS DAYS PRIOR TO
BEGNNO OR RESUMING GRADING, TRENOWW OR BACKFILLING WORK
TRENCHING AND RAC M I LNG
• TRENCI NOM SHALL BE ME MINIMUM WDTH NECESSARY CONSIDERING NSTALLA7M AND
SAFETY REQUIREMENTS.
WEE ROCK OR OTHER HARD WTFRIAL OCCAS AT THE DESIGNED TRENCH BOTTOM,
OVEREXGVATE TRENCH DEPTH 6 NOES AND REPLACE OVREXCAVAAON MATERIAL WITH
057 STOE BEDDING.
• WHERE THE DESIGNED TRENCH BOTTOM CONSSTS O UNSUITABLE BEARING SOL UNDERCUT
TRENCH BOTTOM AND REPLACE UNDERCUT MATEI N ACCORDANCE WITH GEOT*V CAL.
ENOEEWS RECOMMENDATIONS.
• TRENCH BACKFL SOIL SMALL BE STRUCTURAL FILL PLACED N LODSE LEFTS OF 6 NOM
MAXIMUM 7H ICKNIE S WITH EACH LIFT SATISFACTORILY COMPACTED RUCRE PACED THE
SUBSEQUENT LFT. SEE 'CIARW. WAGING. AND BMW DRAINAGE S'ECFlCATKM' FOR
THE DEFNIMN O STRUCTURAL FELL
• TENDO BACKFILL SOL SHALL BECOMPACTED N ACCORDANCE NM EOUNEERS FOR
THE SPECOM AREA AD TYPE OF WOMUG WITHOUT DAYAGEO OR DISPLACING PPE OR
STRUCMES. NE 'Opp, GFAOEIB, AD IAS100114 DRAINAGE SPEOi1GT NW FOR
COPACIM EGAmENiS N SPECIFIC MEAS
•
CONTRACTOR SHALL PROVIDE PROPER WSTORATON AND CLEAN -OP O ALL AREAS
DISTURBED BY CGNSTRUC7CM.
UTILITY SPECIFICATIONS
• IN ADDITION TO THE REQUIREMENTS BELOW. ALL UTILITY WORN SHALL COMFIT NM THE
REOUNEMENTS OF 'GENERAL SPECIFICATIONS FOR O.EMING, GRACING. STORY DRAINAGE.
AND UTUDES'.
S)17B�..AtlO_HA�
• PPEM FITTINGS GASKETS, AND OTHER MATERIALS SMALL BE KEPT CLEM 'MILE BEING
STORED AND DURING CONSTRICTION ACTIVATES. PPE BODIES SMALL. BE STORED ON MT
SURFACES WITH UNIFORM SUPPORT. AND PROTECTED FROM PRaDNOED EXPOSURE TO
SUILXNT WEAR A COVERING ALLOWING AIR FIDW UNDERNEATH. GASKETS SMALL NOT BE
EXPOSED TO OL GREASE OZOE, E%CES9K NEAT OR ERECT SUMICNT, FOLLOW
MANUFACTUIMR'S REWWMENDATONS FOR STORAGE AND HANDING OF ALL MATERIALS.
• SANITARY SEWER YAKS AND POTABLE WATER MANS SHALL BE INSTALLED WITH TME
REOUIID HORIZONTAL CLEARANCE BETWEEN THE OUTSIDE EDOES OF EACH RPE
WHERE UTILITY AND/M ORANAGE LINES CROSS THE FOLLOWING VERTICAL CEAAMCES
• SMALL BE PRONGED FROM THE OUTSIDE EDOS OF EACH PPL
0 SAW
RY SEWER ODEAUNDER�o-TOR1 ANNA 24 INCHES
0 PO[Adr WATER OVR <.__,ARY --_ 10 INaE$ WM WATER MAN JOINTS
SPARED AT MAXIMUM EQUIDISTANT LOCATIONS FROM THE PONT O CROSSING
o PDi w r wATN uIWR OAurMr mm is NOES, wTN BOM PIPELIES
CONSTRUCTED O FERROUS MATERIAL HAVING JOINTS EQUIVALENT TO WATER MINI
STANDARDS FOR 10 FEET EACH WAY OF THE POINTO MSS M., AND NM A TOLL
SEC 1CN O WATER MAN PIPE CENTERED AT THE PONT O CROSSING
0 1B INCOMES
F THE SPECIFIED SEPARATIONS CANNOT EE ACHIEVED, CONSULT THE ENGINEER FOR
ALTERNATIVES PRIOR TO PIPELINE NSTAUJVTIOI.
WATER SYSTEM
•
WATER MAN PIPING SHALL BE DUCTILE NOR PIPE PER AWWA 051. PRESS% aAM MO,
WITH INTERIOR COM30 MORTAR UNNG AND SEK COATING PER AWWA 004, AND EXTRCR
ASPHKIC COATING PER AWWA 051. JOIN M SIAL BE PUSIHON TYPE USING RUBBER
GASKETS PER AMA 0111. FITTINGS SNCL BE COMPACT MECHANICAL JOINT DUCTILE NON
PER AWWA C153. PRESSURE MSS 360.
• PR01DE ALL WATER SYSTEM MATERIALS N ACCORDANCE WITH TOW/ O Htlt150mQ101
REQUIREMENTS.
• INSTALL WATIORU ES TO PROVIDE 35' COVER TO F1W9MFD GRADE UNLESS OTHERWN
SHOWN OR APPROVED BY THE ENGINEER AND NSPECIOL
•
ALL WATERLINE BENDS. CROSSES. TEES, AND EDS SHAT BE RESTRAINED USING
CONCRETE
BatN
IOG OR A MECHANICAL JOINT YEDOE-ACTION RESTRAINT SYSTEM RAM
FOR 350 PSL
• Do NOT OPERATE WATER SYSTEM VALVES WITHOUT PERMISSION O THE WATER AUTHORITY.
• CONTRACTOR SHALL COORDINATE EXACT FIRE HYDRANT AND WATER MEIER LOCATIONS WINS
THE TOWN INSPECTOR PRIOR TO INSTALLATION
FIRE.prlIIFCDOM
•
WATER MAWS SCALL BE NSTALEO ANP MADE OERIBOML A6 SOON AS PRACTICAL TO
PROVIDE ACTIVE FIRE HYDRANT SERVICE "ONO BLlllDING CONSTRUCTION
N .
• COCIDATE TYPE AND LOCATXw O HYDRANTS AHD OTHER TIE PROIECTIOM SYSTEM
COMPONENTS NTH TEN TOWN OF MLLSBORWa FIRE CODE OFFLaAL PRIOR TO
INSTALLATION.
SBtQABR_SEILiB
• DOME NCH SANITARY SEVER MAN PIPING SHALL BE DUCIAE IRON PPE PER AWWA
051, PRESSURE MSS 354 WITH INTERIOR EPDXY LM40 PER AWWA 0104 AND EXTERIOR
ASPNKTC COATNG PER AWWA 0S1. JOINTS SHALL BE P 014 TYPE WINS WARNER
4ASETS PER AWWA 011.
• PIC SANITARY SEVER MAN PIPING SHALL BE PVC PPE PER ASTM D3034, SOB 35. JOINTS
SHALL BE PUSH -ON TYPE WINS RUBBER GASKETS PER ASTM F477.
• PVC SANTMEY SEVER MATS SMALL BE IISTALIM ON /67 STONE SEDORNG EXTENDING AT
N
LEAST 4 INCHES BELOW THE 607701 Or
PPE AND UP TO THE SPRING -NNE O THE PPE,
FOR THE PUL TRENCH EEM.
• SANITARY BEIM MANS SMALL K INSTALLED WITH b NOES MMPI COVET TO FTRSEED
ORAE. EXCEPT AS OTHBtMW INDICATED OE ALLOWED.
• 9AETARY SEWER SERVICE LIVES AMD C EAWDUTS SHALL BE INSTALLED IN ACCORDANCE
WITH
N. _ PLUMBING CODE, AND HAVE 24 NOIFS MI COVER TO FINISHED GRADE
SERVICE LKS BULL MAINTAIN ")NAM SRNtI DEPTH USING A DAIL SLOE UNLESS
OTHERWISE SPECIFIED.
• SERVICE PPE AND FITTINGS SHALL BE SCHEDULE 40 PVC WITH SOLVEiHT WELDED .CMTS,
EXCEPT ALL aIANOTS SHALL BE FITTED WINS THREADED BRONZE PUGS
• SERVICE UNE C1EAMO UTS N VEHICULAR AREAS SHALL E MAFFIC BEARING CIEANOUTS
�FLII�JS
• FOR CONNECTONS TO EX6M0 UTILITY AND DRAINAGE LIES. CONTRACTOR SHALL 1EAEY
EXISTING PIPE SIM ND MATERIAL. AND PROVIDE APPROPRIATE CONNECTION FITTINGS
• MY CONNECTION TO EXISTING UTIITE% OR MY UTLIn SERVICE NTENFRIPTHOK SMALL BE
FAST COOFWKATED PITH THE GONOIIIMO UTILITY AUTHORITY . AND PERFORMED) N
ACCORDANCE WITH THE REQUIREMENTS O THAT AUTHORITY.
• CONTRACTOR SHALL EARED POTABLE WATER AND SANITARY SEWER SEANCES TO M
EXTENTS SIOOMI, AND PROVIDE TiRMINAIM N A CONFIGURATION THAT OPLL ALLOW
00N ENMEN7 FUTURE CONNECTION BY OTHERS WATER SENVOEi SINAL E OWPLEM WTiN
A 24' MRS" LENGTH O COPPER SERVICE PIPE ON THE KC*4 SDE OF TLEM
YOKE WITH CARP. SANITARY SEVEN SERVICES SHALL BE COMPLETED MATH A4 -N
2CH
MWIWIAEN
ELENGTH O 4' PVC SFRNCE PPE ON THE BUEDING SEE OF THE CEANOUT
AS4T6Y WITH ADAPTER FlTBNC AND PUG.
• CONTRACTOR 94ALL EXTEND ROOF DRAINAGE PIPNO TO THE EXTENTS SHOWN, FOR NNE
EXTENSION AND CONNECTION TO DOWNSPOUTS BY OMRS.
ff_'WW.�
•
PRIOR TO ANY SANITARY SEWS OR WATER SYSTEM ILRiOVEYENiS BEIHG PLACED INTO
SERVICE
o CONTRACTOR SHALL SUCCESSULY TEST ALL WATER PANS FOR WATER LEAKAGE ANO
WATER QUALITY IN ACCORDANCE VON TOME O ML58O OUCH AND NCOEO
0 CONTRACTOR SHALL SUCMSSFULY TEST ALL SANITARY SEWER MANS FOR
DMECTXN AND LEAKAGE AND TEST ALL SANITARY MANHOLES FOR LEAKAGE, IN
ACCORDANCE wM TOW/ O MILSlORO GH AND MCDEO REQUIREMENTS.
o CONTRACTOR SMALL PROVIDE 9AOME TEST AND ASSOCIATED DOQIENTAMN FOR ALL
SANITARY SEWER MANS N ACCORDANCE WITH TORN O HILLSBOROUGH
EOUNEIETS
o OONTIR SMM PERFORM VIDEO RISPECIId O INSTALLED SANITARY SEWER
MARK AND PROVIDE DOCUMENTATION PER TOW O IILSBOROUGI EMWWENTS
o CONTRACTOR SMALL PROVIDE TO ENGINES A SET O MARKED LP DRAWINGS SHOWING
UTUTY CKANG . DBEI$CMK ADJUSTMENTS. DISCOVERED SUBSURFACE UTILITIES.
AND OTHER AS -BUILT INFORMATION.
e CONTRACTOR SHALL PROVIDE TO ENGINES A IDENTIFIED SURVEY AND A CAD FILE O
AS -BUILT HORIZONTAL AND VO ACRE INFORMATION FOR INSTALLED SANITARY SIE WA
MINS AND MA HCLIM FOR ENGINEER'S USE N PEPAING REQUIRED AS -BUILT
o CONTRACTOR SNAIL PROVIDE DONIEN TEN O Al TESTING RESATS TO ENGINEER.
0 ALL IMPROVEMENTS SMALL PASS FINAL INSPECTION BY ENIiEDE AND THE TOM O
Hu.seGR000 L
o
ENGINEER SHALL SUBMIT ALL CE11"MAIIONS AND OTHER CLOSE -CIT DOCUMENTS TO
MP.CANE LOCK AMD STAR AUTHORITIES
Gll1EH
• CONTRACTOR SMALL PROVIDE PRIMARY COORDINATION WITH UTILITY SEANCE PROVIDERS
FOR SITE UTILITY SERVICE. TILT WON SHALL NOT INCLUDE MA040 MEAL APPLICATIONS
FOR SERVICE BUT DOES NOIRE COORDINATING AMIDSCIEIMANG WON BY UTILITY
PROVIDERS OR THEIR COITRACEOt& VERh1NG ROUTINGS AND EQUIPMENT LOCATIONS,
FURNSID AND INSTALLING CONDUCT AID PADS. AND RELATED WOW AS NEEDED.
un ltt AJXFPtAYRF BY TOW OP
• N ALEX TIOM TO OTHER WARRANTY OBLISIA
GATION& CONTRACTOR L PROVIDE A SECOND
S CKE TEST OF THE SANITARY SEWER MAK AND PROVIDE DOOAENTATON TEED N
ACCORD/RICE WM TOWN O HLLSBORQDW REQUIREMENTS. AT THE END O THE
OE -YENS WARRANTY PRIOR. CONTRACTOR SMALL CORRECT MY DEFICIENCIES NOTED,
EXGERT ANT DOICIENCET CAUSED BY THE ACTIONS OF OTHERS
cEEBdL
•
IN AM" M THE REOl1mQ/TS BELOW, ALL. UTllTY WORK SMALL NpIY wM THE
REQ/E1IX/5 OF •GIOCRAL SPECIFICATIONS FOR aEApD. CRAD04 STORY DRAINAGE
AND UT4TES'.
m CdWGE
• ALL E nfMON OPERATI N% INCLUDING TOPSOIL MORNING, STOOO'EHD. E%GVATWN
FILLN4 COPACIM/G. TRENCHING BAOOILLN4 RETAINING WALLS, MD FTE-ORADWI SLAU
BE PEI60RIIED N ACCORDANCE WITH THE RECO MI DATIONS OF THE PROJECT'S
GEORCNRGl1 EN EMEM WHOM SHALL VERRY ME !SUITABILITY O SL MATERIALS, MOATOR
EARTIIMORL ACTIVITIES, DIRECT AND 09SERVE PROOWpl/10, AND PROVIDE TESTING DOING
THE PROGRESS OF THE WOK
• NO SOW SMALL BE PLACED N A PERMANENT LOCATION UILESI T HAS BEEN APPROVE, BY
GEOROWiCK ENGINEER FOR THE NTE/DED USE AND LOCAVON.
• PRIOR TO PLACEMENT O ANY FLL• THE "WL'4X OR PRE OUS LFT OF FILL SHALL BE
SUCCESSFULLY TESTED OR OTHERWISE APPROVED. AM MOHAMMED TO BE READY FTN
SIBSEQUDIT ROK
• PRIOR TO PLACEMENT O ANY AGGREGATE. PAMN4 SLABS STRUCTURES. FOOTMI PPIIM
OR OTHER WOK 2JMADES AND OTHER UAW' SURFACES SMALL BE S1CCESSULY
TESTED OR OTHERWISE APPROV D, No DETERMINED TO BE READY FOR SUBSEQUENT WORK.
•
CONTRACTOR SINAL ALLOW ANC PARTICIPATE N SOIL TESTING ADTMIES. NOLLpNG ACT VE
COORDINATOR! WM GDOIEOMCAL ENGINEER AND FTRNISMG PROOFAOWNG EMNPMENT,
MATERIALS. AND MANPOWER AS HEEDED.
• N AREAS O NEW CONSTRUCTOU fOCE ALL VEGETATION, ROOTMNAT, OROANC SCI,
PAVEMENT. AND GRAVEL SURFACING INLfp 07HNRMSE INCICAIED.
• REMOVE ALL VEGETATIVE MAIENA. NL== BY CLEARING AND CRIBBING ACTIVITIES
FROM THE PROJECT SR. DO EDT Bum "how WASTE ON THE PROJECT SITE.
• REMOVE FROM THE SITE ALL PAVEMENT. CINIE. . PSTRCTURES AND OTHER PHYSICAL
SITE FEATURES THAT ARE WOCATED OR REMMGD TO BE REMOVED.
•
STOCKPILE ORGANIC SOIL THAT IS DETEWIIFD TO E SUITABLE FOR LATER USE. N
LOCATIONS SHOWN OR AS APPROVED.
• AFTER BOL SIBORADE9 AAE EXPOSED. REQUEST EVALUAMN BY OEOTEONGL 0.0.9m
PROOROL SL9QADES U9N0 A LOADED WEER 11RUCK HAND A SHOE AIDE WEIGHT O
AT LEW TEN TONS, OR AS OTHERWISE RECOMMENDED BY GEOTECH NJL ENGINEER,
•
PROVIDE ANY SUB RUCE ROWCA_ OR TREATMENT AS NEEDED PER GEDMHLRCA.
EIMIER7 GETRMWIATIN AND WCOMMENDATHMLS
CR6GBG
• STRUCTURAL FLL IS 0171MED AS SOIL aJgfED AS SM. SIC. M. OR a; FREE O ORGANIC
MATERIAL DCWA R000 LARGER MAN 3 NESS IN ANY ONRSKRN. RLE EXCESS WATER,
AND OTHER UILSUTAINE WTTENt HAVING A UMID LIMIT LESS MAN SO AND A PLASTWn
INDEX LEA THAN 24 CAPABLE OF BEING COMPACTED M 111E RECURRED, OFN9 Alp
WIKH HAS BEEN APPROVED FOR USE BY GEOTECHNICAL ENGINEER.
• OTHER SOIL HOT HEETNO M DEFINITION FOR STRUCTURAL FILL MAY DE APPROVED BY
OEOTEC WM& ENGINEER FOR USE UREA LNRIED CCMOIKWS OR N LIMITED MEAS.
•
STRUCTURAL LEES SOUL NCL CE ALL AREAS SLALEU TO DIRECT I EAAq PRESSURE
PNB B RET MOROCCO! AL PLUS THE AREA BELOW A 1:1 DOWNWARD • MITRAN) ROPE N
MY REAS O FELL
• NO SOL SNARL BE PLA® ON A SBGRADE SRFACE N A STRUCTURAL ZONE OR ARL
SLOPE AREA UNLESS THE SURFACE HAS BER AJRRO•FD TO RECEIVE ADOIITINAL FILL BY
GEOIEGINfX
ENGINEER. OR F THE S RGADE CONTAINS PCNDED WATER ON E M
sABORAOE OR FELL 90IL I$ FROZR OR CONTAINS LGE
•
STRUCTURAL RL BELA. BE PLACED AND COMPACTED WEN THE SOLI M09ME COMER
IS WITHIN 3 PERCENTAGE POINTS OF ME SOUS O•MUH MOISTURE CONTENT, N LETS NOT
TO EX® B NOES LOOSE 11NXNE4S. THE IN-PLACE COMPACTED DENSITY SHALL BE AT
MEAST W
SPEAC9 PERE MSL FOOT. R CT SRORCAITMK WY BE EMAILED FOR
OPC MEA& MMfi1K SOL ORAItAGTMRI STK& OR NON-STAHDAMI PLACEMENT OR
COMPACTION M METHODS.RPAY
• ALU SOL LINO IT PTHESEM& N1UE SIE A PR APPROVED
IN -Y& NO w IR APP K ZONES
STRUCTURAL
WINS ITER NEAT AT L E APF.OVFD N -SIN BOIL OR MDRY GE
(LED) PER Fu COMPACTED TO AT MEATI EOR O THE SEY MAXIMUMERE ERY' DR9n
(TDO) RE ASID D -60B. IXOPT WERE TEDSTIGHTER EOJIE1 ZOO ARE REMIND.
• W FUTURE I !BUILDING TOP ARDS AHD ASSOCIATED L SE AT 1.1E T M THE REQAIED SIR
DENSITY N L ILO. C NOES -1 5)S SMALL E AT SEAS. 9Ii PRO WERE THE
IRMDIIG QN ERA®a N -9T1 90. THE SEATSNAIL.R BE APPROVED BY
GEL SON. I FI ENGINEER AM L BE COED CT AT LIRE. 96R EDD.
• ALL 901 N FILL SLOP© SIAL BE AND MI A TO O LODEEPREQUIRED QRIy C FOR STRUCTURAL
ZEEHE NSU FAC E OVEpIRT NO WT BIL. TO GPOE PROPE}ILY COMPACTED
FINISHED SS ON UN
• ALL E%Cl35 Os UNSRTAE SOL SHALL R IECALLY DISPOSED M M OFFSITE OR
OMIET-APPROVED OR9R 11CAt1CN.
STOW DRAINAGE STRUCTIMS SHALL COIFOMN TO NOW STANDARDS F SO INDICATED
ON
THE PWCECT ORANNCS N IE ADITI N M TSTANDAR) MOIOT STRUCTURE TYPE NOTED,
PPE -CAST CONCRETE SrRUCTIAES SIHML CO FORM TO MOODY STANDARD 4141446. AS
APPLICABLE STRUCTURES IN PAVEMENT ABDUL SMALL E OF SOLD RAL CONSIRUC ION
WITH CUSTMEJED PRE -CAST ROAD DRUM" FIR PPE WMELOOI9. KNOCK -OUT TYPE
STRUCTURES MIRY E USED N YARD MEAS ONLY. FOR ALL 4TRUCTIE; SRICIWK
NTEGITY MAY NOT E WALED BY UNAPPROVED REMOVAL. O COMERS OR OTHER
STI0C7MAL ELEMENTS,
SPECIFIED SROM DRAINAGE SNPUCTIE -TOP' OR *RM` ELEVATIONS REFER TO THE (NEST
DJNATION O THE FINISHED STRUCTURES FRAME OR COVER, WHOM 9 NOT NECESSARILY
THE ELEVATION OF THE NET F1.OWI/E M GRATE
CONTRACTOR SHALL VERIFY AND COORDINATE EXACT P09TK1M0 OF STEN DRAINAGE
FIRM AND STRUCTIRM AND SOUL MME ADJUSTMENTS AS NEEDED TO PROVIDE PROPER
CONNECTIONS. STRUCTURE !LOCATIONS. ORENTATIORS, NW04 M& ELEVATIONS FRAME
PLACEMENT, AND SURFACE D WHAGE. REFER TO STORM DRAINAGE 90IKTUE DETAILS FOR
DILE®DM9. of m OIARAKM NTSA06 FROM CURB, AND OTTER EQWIEY M
MOOFY STRUCTURES AS NEEDED TO ACCOMODATE VA(E-INSURER PIPING, MULTIPLE PPE
PENETRATIONS. AND PPE COLOR ON ANGELES.
SOM WAWA PIPE NRGTHS SOW ARE APPROXIMATE MURZORTAL OSTAMCEIL AS
MEASURED FROM THE CENTER O DRAINAGE STRUCTURES. AM Na10E THE LENGTH O ANY
CONNECTED FLARED END SECTION.
STORY DRAINAGE PPRO SMALL E REINFORCED CONGER PFE (ROP), CUSS K
WIEOR EIO TO ASTM CM UNLESS OTHERWISE WORD. AL JOIE S SHALL E PALLY EKED
USING PEiCAEO FLEXIBLE BUM RUBBER ENMG COMPOUND, INSTALL PPE SECTIONS
WITH Eu ENCS FACED UPSTREAM.
PR OE901AM AS HDPE SMALL E DUAL -WALL POLY FWR WITH SMOOTH INTERIOR AND
SAT -TORT CONNECTI N&
HOOF DRAINAGE PPE AMC FITTNOS SHALL E SOLVENT-WEDED SCHEDULE O PVC PIPE
SIZE SOUL E 6' ONJEIR UNLESS OTHERWISE INDICATED.
PROVIDE PPE TERMINATIONS WITH A SIL -TIGHT PWG MANUFACTURED TO MATCH THE PPE
MATERIAL AND SIZE NTUE EXTENSION AND CONNECTION, TO SULDNG DONSPOUIS WILL
E BY OTHERS
.STALL STOW DRAINAGE FPNG TO MAINTAIN 19 NOES MBMMM VERTICAL CLEARANCE
FROM ANY POTABLE WATER MAN ANIH 24 N016 WA VERTICAL CLEARANCE FRMM MY
SAMTAAY SECT MAN, As MEAPXN I FROM OUTSIDE EDGES O EACH PPE,
• ALL SPOT ELEVATIONS SHOWN ARE FlAS ED SJN'AOE EEVATHOR& SPOT 13EVATHOK SHALL
TAE PRE®RO OVER ELEVATION COTOUR&
• ALL FLASHED PAVflE1T ND YARD SLIO'AGES SHAL BE FR -GRADED AND FINISHED TO
HAVE POSITIVE SURFACE DRAINAGE TO A PIES -'D W -.M OUTLET. WINS NO
O..ED
EP EGUI ARTIES OR GIPRES90N5 THAT WCAUSE UNIIIUILYD WATER POCWC
• UE REVERSE-PTOH OR AQ OTTER WEDS AAJACEVT PAVEMENT SLOPES AWAY FROM
CURB, AND STANDMtaPRCI CUB AND
OUTTER SENICI pILLSi OTHERWISE HOMED,
PROVIDE POSTALE DRAINAGE ALCHO AND FROM ALL 0"1""
• TIE-INS TO EXISTING PAVENIONT. CURB& RVAJOL ETC SMALL BE MAX: WITH NEAT ED®
AND
SYOCM, ORAOAL TRANSITIONS MAi ARE SAFE FI.I/CTIONAL. DURABLE ND N9AALLY
ACCaTABLE TO THE
OWNER AND
PLYCW RARE SAFE
6CdLVIBBIIY
SOE■IAUS, CROSSWALKS AND OVEN WALXWAYS STALL NOT EXCEED J= OROSS-SLOPE
• NO PORTON O AMI' HANDICAP AGfLSSWE ROUTE SMALL EXCEED 1. aE033-SLOPE OR
&OR Lo"TDIUI ROPE.
• NO POTION O ANY NA14AW PARKNG SPACE OR ADJOINING ACCESS AISLE SHALL EXCEED
2oE ROE . ANY OIEC1101
4
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W.
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PNNINW1 Is
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14959
PE
SHEET NO.
C2
CONSTRUCTION

PLAN SANITARY SEWER OUTFALL 'B'
SCALE: 1'-20' HORIZ
1 I PAVEMENT. CURB. AND/OR _ _ _
1 SIDEWALK CUT AND PATCH _ —
AS NEEDED FOR UTILITY
UNE RHSTALLAliOfl SEE
UTILITY PLAN, SHEET C7.
GFtEAI
\
moo
104W 11+00 12466
PROFILE SANITARY SEWER 'B'
SCALE: 1'-20' HORIZ.
1�-5' VERT.
PRIOR TO UTILITY INSTALLATION, FIELD DETERMINE
LOCATIONS AND ELEVATIONS OF BURIED UTILITIES OR
OTHER FEATURES THAT WILL BE CROSSED BY THE NEW
UTILITY. VERIFY THAT ADEQUATE CLEARANCES (AND
SLOPES, IF APPLICABLE) WILL BE MAINTAINED.
CONSULT ENGINEER AS NEEDED TO RESOLVE ANY
NON—CONFORMING CONDITIONS.
:30, LX101411:i9IN
680
61D
676...-
676
676
�¢ w
—
674
674
- ----
672
672
- -
670
670
--- ..—
_ -.. _._.. _.__—
688
-_-
648
666
686
.T
664
664
Y
662
662
880
666
_
658
681
656
666
c
654
614
652
062
644
----
PLAN SANITARY SEWER OUTFALL 'C'
SCALE: 1'-20• HORIZ.
680
878
676
674
672
670
668
666
664
662
660
658
656
654
652
C/1 .
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ap ssi +
9
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850 .680-
650
�¢ w
848 616
--- ..—
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-_-
648
£ p
._ .-.v_.-
646 616
_
.__
646
c
644 614
- ._ -
644
_ --
642 - 642--�
--_—
— -----
642
o ry
o g
640 610. 640
- 10+00 9+00
PROFILE SANITARY
SEWER 'C'
SCALE: 1'-20' HORIZ
1'-5' VERT.
NOTES
_
1. WATER SERVICE WITH 1' COPPER SERVICE LINE TO
I&.
METER, AND RESIDENTIAL SINGLE OR DOUBLE METER
ASSEMBLY IN METER BO)L FOR DOMESTIC WATER SERVICE
PROVIDE ALL COMPONENTS WITH LEAD-FREE RATING.
2. 4' PVC SANITARY SEWER SERVICE WITH CLEANOUT
ASSEMBLY. SEE UTILITY PLAN FOR MORE INFORMATION.
3. EASEMENTS SHOWN HEREON SHALL NOT BE USED ASA
BASIS FOR A LEGAL DESCRIPTION OR AS AN ATTACHMENT
TO A DEED OF EASEMENT.1
Know WhR1�S bC�OW
Cat 49"nbefore 949 d19. m
(Oru0.1-0OB-fiJ2-4x491
REFERENCES:
1. SEE SHEET C2 FOR UTILITY NOTES AND SPECIFICATIONS,
GRAPHIC SCALE
o Io m
m r I
I Ine! - m It
40
SHEET NO.
CONSTRUCTION

F
WEE-
r-iTn
th
4-6-
UTILITY SEPARATION
h If
0.01
L -J,
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xnxamv
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room
Abmr%—Ma
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Call before you dig.
(Orc*j4*=4K
WEE-
r-iTn
th
4-6-
alp SEWER WETWELL OR MANHOLE
Z
h If
REDUCEDPRESSURE
L -J,
BACKFLOW PREVENTER (RP)
-4
sm-
PRECAST CONCRETE MANHOLE
HYDRANTS
L
room
Abmr%—Ma
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Call before you dig.
(Orc*j4*=4K
IL
WEE-
r-iTn
th
CORED CONNECTIONS
alp SEWER WETWELL OR MANHOLE
Z
h If
SEWER SERVICE AND
L -J,
IL
WEE-
r-iTn
th
BLOW -Off DETAIL
Z
h If
SEWER SERVICE AND
L -J,
CLEANOUT WITH COLLAR
-4
S-03
PRECAST CONCRETE MANHOLE
HYDRANTS
IL
WEE-
r-iTn
th
BLOW -Off DETAIL
WATER MAIN EXTENSIONS
h If
SEWER SERVICE AND
L -J,
IL
WEE-
r-iTn
th
FLUSHING DEVICE FOR NEW
WATER MAIN EXTENSIONS
h If
SEWER SERVICE AND
CLEANOUT WITH COLLAR
-4
S-03
PRECAST CONCRETE MANHOLE
IL
2MC31
U
7=
FLUSHING DEVICE FOR NEW
WATER MAIN EXTENSIONS
h If
rm. rlxrs --W02
-4
AND GATE VALVE
IL
2MC31
uselln ONE
h If
IL
Ad v19w --
RESIDENTIAL WATER
METERA14DBGX
31m- -W46
h If
-4
AND GATE VALVE
PRECAST CONCRETE MANHOLE
Ad v19w --
RESIDENTIAL WATER
METERA14DBGX
31m- -W46
r-
L
r
Qx
CAMR01
1499
IN
Am,
o
E -Ogym.
Z
z
0
WATER METER LOCATION,
-W-09
Sam.
TRENCH DETAILS
SHEET NO.
D2
CONSTRUCTION
h If
VALVE BOX ASSEMBLY
AND GATE VALVE
r-
L
r
Qx
CAMR01
1499
IN
Am,
o
E -Ogym.
Z
z
0
WATER METER LOCATION,
-W-09
Sam.
TRENCH DETAILS
SHEET NO.
D2
CONSTRUCTION