20161159 Ver 2_401 Application_20170808

The John R. McAdams
Company, Inc.
Raleigh / Durham, NO
2905 Meridian Parkway
Durham, North Carolina 27713
[phone]
Charlotte, NO
11301 Carmel Commons Blvd,
Suite 111
Charlotte North Carolina 28226
[phone]
�J McADAMS
August 7, 2017
Mrs. Karen Higgins
NC Division of Water Resources
401 and Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, North Carolina 27604
Re: PCN — GC 3886 Authorization Request — DWR 16-1159 Version 2
Union Athletic Club
Monroe, Union County, North Carolina
UAC -15000
Dear Mrs. Higgins:
On behalf of Union Athletic Club, LLC, McAdams is submitting a
Preconstruction Notification for approval of 401 Water Quality General
Certification 3886 associated with the proposed Union Athletic Club
development which is a proposed sport and recreation (indoor and outdoor)
facility consisting of a fieldhouse, athletic fields (baseball, football, multi -use
fields) along with associated roadway, parking, concessions, and utilities.
Originally, a Pre -Construction Notification was submitted, dated November
23, 2016; however, it was withdrawn due to changes to overall site plan. To
gain access to the subject property, a proposed road crossing will be aligned
across an unnamed tributary to East Fork Twelve Mile Creek. As a result,
there are proposed stream impacts associated with the road crossing. No
additional impacts to waters of the U.S. are proposed. Please find enclosed
for your review the following items:
-Signed Agent Authorization
-Figure 1 - USGS Quad — Matthews SE
-Figure 2 - Union County Soil Survey (sheet # 17)
-Figure 3 — Existing Conditions with aerial
-USAGE Action Id. SAW -2016-00076, Preliminary Jurisdictional
Determination, issued April 18, 2016
-USFWS letter dated December 1, 2015
- NC SHPO letter dated December 1, 2015
- NC SHPO letter dated February 29, 2016
- Pre -Construction Notification
-Union County Athletic Complex Overall Site Plan (11 x 17and 2 sets;
full size; date sealed August 3, 2017)
-Figure 4 — Proposed Impact - Overall Site Plan
-Inset 1 — Plan View
-Inset 1 — Profile View
-Inset 1 — Cross Sections
McAdamsCo.som Designing Tomorrow's Infrastructure & Communities

'J McADAMS
Mrs. Karen Higgins
Pre -Construction Notification
Union Athletic Club
August 7, 2017
Page 2 of 5
PROJECT HISTORY & EXISTING CONDITIONS:
The project site is located off of Goldmine Road in Monroe, North Carolina
within Union County. At the time of the field investigations, the subject site
consisted of cleared agricultural land with wooded areas running along the
entire southwest property boundary and a portion of the northwest boundary.
Access to the site is provided by a dirt road that extends from the dead end of
Public Works Road. The access road crosses an unnamed creek that flows to
the northwest and is located near the southwest property border. Available
information indicates that the subject site has historically been utilized for
agricultural purposes dating back to approximately 1938. The subject site is
bounded to the northeast and northwest by a single-family residential
subdivision that was established in 2005. The site is bounded to the southeast
by the Coca-Cola Bottling Company Consolidated facility and undeveloped
wooded land that are part of the Monroe Corporate Center. The current
zoning of the project site is MPD and the proposed use is a sport and
recreation (indoor and outdoor) facility. Approximately 40 percent of the
subject property is comprised of forested areas with a mixture of oak, hickory,
and pine species dominating the canopy layer. The remainder 60 percent of
the subject property is comprised of agricultural fields.
There are approximately 2,276 linear feet of jurisdictional stream located on
the subject property. The USAGE conducted an on-site field concurrence
meeting on January 28, 2016 and confirmed the wetland/stream delineation.
A Preliminary Determination was issued on April 18, 2016 (USAGE SAW -
2016 -00076). The U.S. Fish and Wildlife Service (USFWS) issued on
December 1, 2015 (see attached letter) a letter stating that based on the
USFWS records and a review of information provided by McAdams, no
federally listed endangered or threatened species or their habitats occur in the
project area. Therefore, the USFWS believes the requirements under Section
7 of the Endangered Species Act are fulfilled. The North Carolina
Department of Natural and Cultural Resources — State Historic Preservation
Office (NC SHPO) issued on December 1, 2015 (see attached) a letter
recommending a comprehensive archaeological survey be conducted by an
experienced archaeologist to identify and evaluate a probable cemetery
location. TRC Environmental Corporation conducted the necessary
archaeological surveys for the proposed project and coordinated with NC
SHPO. The NC SHPO issued on February 29, 2016 (see attached) stating that
one historic cemetery was identified outside the proposed Union Athletic Club
project area and as a result, will not be affected by the planned construction
UAC -15000

I I McADAMS
Mrs. Karen Higgins
Pre -Construction Notification
Union Athletic Club
August 7, 2017
Page 3 of 5
project. Originally, a Pre -Construction Notification was submitted, dated
November 23, 2016; however, it was withdrawn due to changes to overall site
plan. The attached Overall Site Plan (date sealed August 3, 2017) has been
revised.
The proposed Union Athletic Club is a sport and recreation (indoor and
outdoor) facility. The proposed development will consist of a fieldhouse,
athletic fields (baseball, football, multi -use fields) along with associated
roadway, parking, concessions, and utilities. To gain access to the subject
property, a proposed road crossing will be aligned across an unnamed
tributary to East Fork Twelve Mile Creek. The proposed road will be aligned,
as much as possible, along the existing dirt road that extends from the dead
end of Public Works Road and crosses the stream. As a result, there are
proposed stream impacts associated with the road crossing. Additional
impacts to the unnamed tributary to East Fork Twelve Mile Creek located
within the project area not proposed.
Impact Table
Type of Impact
Proposed Impacts (Linear Feet)
Permanent Stream Impact —
32
Culvert:
Permanent Stream Impact —
35
Dissa ator Pad:
Temporary Stream Impact —
Coffer Dam/Diversionary
35
Channel:
TOTAL
102
Of the total 67 if of permanent stream impact; 35 if will be associated with a
rip -rap dissipator pad which will be installed flush with the existing grade of
the stream bed to allow for aquatic life passage. In addition, there will be
another 35 if of temporary stream impact associated with the construction of a
coffer dam and diversion channel associated with the stream crossing.
Stormwater Manageme
The proposed development is located within the Catawba River basin with
stormwater runoff from the proposed development draining into East Fork
UAC -15000

I McADAMS
Mrs. Karen Higgins
Pre -Construction Notification
Union Athletic Club
August 7, 2017
Page 4 of 5
Twelve Mile Creek. Stormwater runoff will be routed into vegetated swales
and ditch conveyances. The site is to be developed as a "low-density" site,
meaning that no more than 24% of the total area of the site will be developed
as "built upon area" (BUA), or impervious surfaces. The proposed plan is for
23.9% of the total site area to be developed as BUA. The site qualifies as a
"low density" site since the site uses a vegetated lined storm drainage swale to
the maximum extent practical and ditch conveyances and is to be developed at
less than 24% BUA. No structural stormwater management facilities are
required for this project; and therefore, the site does not propose a discrete
storm drainage system.
AVOIDANCE & MINIMIZATION:
Impacts to the jurisdictional stream located on the subject property have been
avoided and minimized to the maximum extent practicable; however, due to
infrastructure improvements there are proposed impacts. There is existing dirt
road leads that extends from the dead end of Public Works Road and crosses
the unnamed tributary of East Fork Twelve Mile Creek. The proposed road
crossing is aligned along the existing dirt road, as much as possible, to
minimize impacts to the unnamed tributary of East Fork Twelve Mile Creek
and the associated floodplain. In addition, the proposed crossing alignment
has been designed as close to 90 degrees as possible along a narrow stream
section to accommodate the necessary road width to access the proposed
Union Athletic Club project site. In addition, the rip -rap dissipator pad has
been designed flush with the existing grade of the stream bed to allow for
aquatic life passage. There will be minimal temporary impacts associated
temporary coffer dams and diversion channels used to conduct the proposed
work within dry conditions. The use of the temporary coffer dams and
diversion channels will be less than 90 days from the initiation of the
proposed stream. Measures will be taken to prevent oil, tar, trash, debris and
other pollutants from entering the adjacent jurisdictional streams. Any excess
excavated materials not utilized as back fill will be placed and contained
within upland areas and permanently stabilized to prevent erosion into
adjacent jurisdictional streams. Therefore, stockpiling of excavated material
within jurisdictional streams will be strictly prohibited as part of the
construction of this project. All project construction activities initiated within
jurisdictional streams will be carried to completion in an expeditious manner
in order to minimize the period of disturbance within the jurisdictional
streams and wetlands.
UAC -15000

�J McADAMS
Mrs. Karen Higgins
Pre -Construction Notification
Union Athletic Club
August 7, 2017
Page 5 of 5
SUMMARY:
The proposed Union Athletic club development which is a proposed sport and
recreation (indoor and outdoor) facility consisting of a fieldhouse, athletic
fields (baseball, football, multi -use fields) along with associated roadway,
parking, concessions, and utilities. The USACE issued a Preliminary
Determination on April 18, 2016 (USACE SAW -2016-00076). To gain
access to the subject property, a proposed road crossing will be aligned across
an unnamed tributary to East Fork Twelve Mile Creek resulting in a total of
102 linear feet of stream impacts. The proposed project is a single and
complete project and confined within the property boundary. Appropriate
land use control measures will be in place for areas which will require them.
Additional impacts to the unnamed tributary to East Fork Twelve Mile Creek
are not proposed. In addition, compensatory mitigation is not proposed as a
result of the proposed impacts.
At this time, we are requesting approval that the proposed construction
activities associated with the Union Athletic Club development are authorized
under 401 Water Quality General Certification 3886. Consideration of this
project is greatly appreciated. If you should have any questions or require
additional information, please do not hesitate to contact me at [phone].
Sincerely,
The John R. McAdams Company, Inc.
George Buchholz, REM, PW
Environmental Consultant! roject Manager
Attachments: Listed above
UAC -15000

AGENT AUTHORIZATION FORM
All Blanks To Be Filled In
Name: _Amy Anthony— Union Athletic Club
Address: POBox 77224 -Chariotte,NC 28271
Phone- 704.905.73 53
Fmail: zuiiyaLho nyL((b unionathletice lu b,c 0M
Prc�,ject Name/Description: Union A(hIctic -Club -F—
Prqject Number: UAC- 1 500 " 0 * _D`roject Manager: David MRIC0hn/GC0rgC Buchholz
Date: October 14, 261 &'
U.S. Army Corps of Engineers
Attn: David Schaeffer
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801
Re: Wetlands Related C011SUltiRgaild Permitting
Mr, Schaeff-4r;
1, the undersigned, hereby designate and authorize The John R. McAdams Company, trio. to act in my
behalf' as my agent in the processing of permit applications, to fLrVniSh upon request supplemental
information in support of applications, etc, from this day forward.
This notification supersedes any pmViOLIS correspondence concerning the agent for this project.
NOTICE: This authorization, for liability andprofessional courtesy reasons, is valid only for
government officials to enter the property when accompanied by The John R. McAdams Company,
Inc. staff.
A
Kirlt I Signature
0 1 Cry
Date
Raleigh-Durham Charlotte
7,905 Meridian Parkway 11301 Carmel Commons Blvd., Suite 111
Durham, North Carofina 27713 Charlotte, North Carolina
[phone] (704) 5270800
Designing Tomorrow's Infrastructure & Communities
McAdarnsCoxorn

N ..
Substation
'
64 It
:.1� / •
'0)
SUBJECT SfTE + h
44)
op
moam
• Monroe<--
`, • Gurd Avi1 ,41/
AHpolt
• ' bip
•.' bi ;
r b
V---6 SO
. Legend
SUBJECT SITE
�z i %• 661
i,, Gopyrlahk: 013 Naii©rt�l Geograp is Soctely; I-cubed,
NOTES:
1. USGS 7.5 MINUTE QUAD "MATTHEWS SE", NORTH CAROLINA, 2013 NATIONAL GEOGRAPHIC SOCIETY; 0 1,000 2,000 4,000
LAT: 35.22039 N. LONG: •60.640326 W Feet
I inch = 2.000 lett
FIGURE '1. SITE TOPOGRAPHIC MAP DWG No: � DATE: 9!2016
UNION ATHLETIC CLUB JOS No: UA
uAc.lSaao
PRE-CONSTRUCTION NOTIFICATION DRAWN BY; OHIO
GOLDMINE ROAD DRAFT CHECK; GHB
ENG. CHECK: GMB
MONROE, NORTH CAROLINA APPROVAL: GHB
FILE LOG: Y.IPwieuwummc Isaw
Emu= 'fWAC15000 PIIASEITOP44RAP111C

Gd87
ti
H02
G-56
..&, -,I
7101. -
CnS'
ch
N
FAB.)
GsJ3
RIB'
SUBJECT SITE
cml)
NOTES-
i SOIL SURVEY OF UNION COUNTY, NORTH CAROLINA, Sl IFET 17
0
10
cd
I
-egend
I SUBJECT Sl
onaI_Gp()2A'plc '; ousel
0 1.000 Feet
FIGURE 2, SOIL SURVEY
UNION ATHLETIC CLUB
DWG NO:
DATE: 09119/2016
JOB NO: UAC -15000
PRE -CONSTRUCTION NOTIFICATION
DRAWN BY:
GHB
GOLDWNE ROAD
MONROE, NORTH CAROLINA
DRAFT CHEM
ENG,CHECK:
APPROVAL:
FILE LOC: YlPl.)­ll%UACkUAG
E,),,.)
S'TE I *lUA1;M._ll
GHH
GHB
GHB
150001
I I tiE I I. PllG'IAMIII

�A=�=Kg ��
-M AXVd.WXOCDgLov
Fri I
VMIOHVD HINON'AJNaOD NOMMOUNOW
SNOLLI(INOD ONUSM '19 SWIDIA
NOLLVDIALLON NOLLDfIHJSKOO-HHd
Elfillo OLL3rIFuv NOINfl
'Cov
n
oo"�-JV")
X�
it:

U.S. ARMY CORPS OF ENGINEERS
WILMING'T'ON DISTRICT
Action id. SAW -2016-00076 County: Union U.S.G.S. Qua& NC-MATTNCWS
NO"T"IFICATION OF ,JURISDICTIONAL DETERMINATION
Requestor: Union Athletic Club, LLC
Address: 301$ Ashford Glen Drive
Matthews, N rth Carolina 28104
Size (acres) 50.34 Nearest Town Monroe
Nearest Waterway Last Fork Twelvemile Creek Enver Basin Suntee
USGS HUC 3050103 Coordinates Latitude: 35.02219
Longitude: - 0.64048
Location description: The subiect property is located 0.37 miles northwest of the intersection of Phil Hargett Court and
Corporate Center Drive. PIN: 0939900501,.
Indicate Which of the Following Apply:
A. Preliminary Determination
Z Based on preliminary information, there may be waters ofthe U,S., including wetlands on the above described project
area/property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination
is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CER fart 331). if you
wish, you may request an approved JD (which may be appealed), by contacting the Corps district For Further instruction. Also,
you may provide new information for further consideration by the Corps to reevaluate the JD.
I3. Approved Determination
There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the (livers and Harbors Act and Section 404 of the Clean Water Act. Unless (hero is a change in the
law or our published regulations, this determination may be relied upon For a period not to exceed five years from the date of this
notification.
❑ There are waters of the U.S., including wetlands on the above described project area/property subject to the permit requirements
of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed Five years from the date of this notification.
❑ We strongly suggest you have the waters of the U.S., including wetlands on your project area/property delineated. Duc to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely
manner. For a more timely delineation, you may wish to obtain a consultant. 'ro be considered final, any delineation must he
verified by the Corps.
© The waters of the U.S., including wetlands on your project area/property have been delineated and the delineation has been
verified by the Corps, The approximate boundaries of waters of the U.S. are depicted on the enclosed map dated ()ate. We
strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which,
provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed rive years.
❑ The, waters of the U.S., including wetlands have been delineated and surveyed and are accurately depicted on the: plat signed
by the Corps Regulatory C)Flicial identified below on Date. Unless there is a change in the law or out- published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon fora period not to exceed rive years from the date of`this notification.
Page l of 2

[Tf The; property is located in one of the 20 Coastal Counties subject to regulation under the: Coastal Area Management Act (C;AMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or rill material within waters or the; US and/or wetlands without a Department of the Army permit may
constitute a violation or Section 301 of -the Clean Water Act (33 USC § 131 1). Iryou have any questions regarding this determination
and/or the Corps regulatory program, please contact Oavid Shaeffer at 919-554-4884 X311 or David. L.Shaetfer(o)us.tce•arinv.mil.
C. Basis For Determination: Based on information submitted by the applicant and available to the U.S.
Army Corps, of Engineers, the project area al)pears to exhibit criteria for waters of the U.S. as defined in
33 CFR 328, Regulatory Guidance Letter 05-05, the .Ill Guidebook (i.e. Ravanos Guidance), the 1987
Wetland Delineation Manual, and/or the Regional Supplement to the 19137 Manual: Eastern Piedmont
and Mountains v2.0. See the Preliminary Wrisdictional determination form dated 4/18/2016 included in
the tile,
D. Remarks: None.
E. Attention USDA Program Participants
This delin+ration/determination has been conducted to identify the limits of Corps' (,]can Water Act jurisdiction ror the particular site
identified in this request. The delineation/determination may not be valid Cor the wetland conservation provisions orthe Food Security
Act of 1985, Iryou or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wet]and determination li•orn the local office ol'the Natural Rcsaurccs Conservation Service, prior to starting work.
F. Appeals ltatormation (This information applies only to approved jurisdictional determinations as indicated in B,
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. Iryou object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will Find a
Notification of Appeal Process (NAP) fact Sheet and request ror appeal (RFA) form, if you request to appeal this determination YOU
must submit a completed RVA form to the rollowing address:
US Array Corps of l:ngincers
South Atlantic Division
Aun: Jason Steele, Review Officer
fit? Forsyth Street S W, Room I OM 15
Atlanta, Georgia 30303-8801
in order for an RIA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date or the NAP. Should you
decide to submit an RVA form, it must be received at the; above address by not applicable.
"It is not necessary to submit an RI A inrm to the Division Office if you do not obj](i11ect to the determination in this conespondenoe."
C7IgifAN u9 Y V tAFarRi1AY1111. r IGtl. /%mn
p-r+US, -1 N. 1 uv OnU, nn+PMl, uu-UU.
Corps Regulatory Official: 0a 2016C4 aa8D i�o4tgrsas73 —
Date: 4/18/2016 Expiration Date: not applicable

The Wilmington [district is committed to providing; the highest level orsupport to the public. To help us ensure we
continccc to do so, please complete the Customer Satisfaction Survey located at
http://corpsiTiapLL.usacc.zirmy.iriil/crrt apex/t"1p=136.-4:0
Copy furnished:
Agent: Geoi-ge Buchholz
John It. McAdams C'omnanY
Address: 2905 Meridian Parkway
Durham, North Carolina, 27713
Telephone Number: 419-361-5000

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Union Athletic Ctub, LLC File Number- SAW -2016-00076 16
Attached
is:
See Section below
INITIAL PROFFERED PERMIT (Standard Pert -nit or Letter of permission
A
PROFPFRED PERMIT (,Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL. DE'FF-RMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The Following identifies, your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at orramandPeMliLs.asgx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERF.D PERMIT: You may accept or object to the permit.
• ACC HIF: I ryou received at. Standard Permit, you may sign the permit document and return it to the district engineer For final
authorization. If You received a I.Ctter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance or the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit,
• OBJECT: IrYOU object to the permit (Standard or LOP) because orcertain terms and conditions therein, you may request
that the PCI-Illit be modified accordingly. You Must Complete SCCtiOrl I I of this form and return the Form to the district
engineer. Your obJections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate Your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address sonic of your
Objections, or (c) not nodi fy the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send You a proffered permit For your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: I ryOU received a Standard Permit, you May sign the permit document and return it to the district engineer For final
authorization. I ryou received a Letter of Permission (LOP), you may accept the LOP and Your work is authorized. Your
signature oil the Standard Permit or acceptance of the LOP means that You accept the pernlit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit,
• APPEAL: If You Choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
You may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this Form and sending the form to the division engineer. This lbrill Must be received by the division engineer within 60 days
orille date of this notice.
C. PERMIT DENIAL: You may appeal the denial Ora Pertnit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the form to the division engineer. This form Must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or, provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, nwans that You accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you maty appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days ofthe (late orthis notice.

E: PRELIMINARY .JURISDICTIONAL DETERMINATiON: You [to not need to respond to the Corps regarding rile
preliminary .1D. The i'reliminary JD is not appealable. ll'you wish, you may request ail approved JD (which may be appealed),
by contacting, the Corps district for further instruction. Also you may provide new information fix• further consideration by the
Corps to reevaluate the JD.
SECTION i1_REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT _
REASONS FOR APPEAL OR OBJECTIONS: (Describe; your reasons ror appealing the decision or your objections to an initial
profl-ered permit in ele,u' concise statements. You may attach additional information to this forin to clarify where your reasons or
objections arc addresscd in the administrative record.)
ADDITIONAL, INFORMAT(ON:'i'1ie appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appall conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However. you may provide additional inronnation to claril-y the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
Ifyou have questions regarding this decision and/or thQ
Ifyou only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division, Attn:
Mr, Jason Steele, Administrative Appeal Review Officer
David Shaeffer, Asheville Regulatory Field Office, US
CE5AD-13DO
Army Corps of Engineers, 151 Patton Avenue, Room 208,
U.S. Army Corps of Vngineers, South Atlantic Division i
Asheville, North Carolina 281101-5006
60 Forsyth Street, Room IOM 15
Atlanta, Georgia 30303-8801
Reference: Howey and "Tracey, Union Athletic Club
Phone: [phone] _
RIC}FIT OF I :N'TRY: Your signature below grants the right of Entry to Corps or Engineers personnel, and any govern rnent
consultants, to conduct investigations of the project site: during the course ofthe appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o ortunit to participate in all site: investigations.
Date:^
Telephone number:
Signature ofappellant or agent.
For appeals on Initial ProjjJ red Permits send this form to.-
District
n:
District Engineer, Wilmington Regulatory Division, Attn: David Shaeffer, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this farm to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn, Mr..luson Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

ENCLOSURE
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BAC::KGROUND INFORMATION
A. REPORT COMPLETION DATE, FOR PRELIMINARY .IURISDICTIONAL
DETERMINATION (.11)): 4/18/2016
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Union Athletic
Cluh, 1A,Cs
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, f icwey and `l'raccy,
Union Athletic ClUb, SAW -2016-00076
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: 50 acre parcel of land
located off of Goldmine Road in Monroe, North Carolina within Union County.
State: NC: County/parish/borough: LJnion City: Monro:
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.022190 N, Long. -80.64048° W.
Universal Transverse Mercator:
Name of nearest waterbody: l::ast [ ork Twelvemile Creek.
Identify (estimate) amount of waters in the review area:
Non -wetland waters: See aquatic resources table linear feet: width (ft) and/or
acres.
Cowardin Class:
Stream Flow:
Wetlands: None. acres.
Cowardin Class:
Name of any water bodies on the site that have been identified as Section 10 waters:
Tidal: None.
Nan -Tidal: None.
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
El Office (Desk) Determination, Date:
Z Field Determination, Date(s): 1/28/2010
1. The Corps of Engineers believes that there may be jurisdictional waters of the United States
on the subject site, and the permit applicant or other affected party who requested this
preliminary JD is hereby advised of his or her option to request and obtain an approved
jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person
who requested this preliminary JD has declined to exercise the option to obtain an approved JD
in this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre -construction
notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and
the permit applicant has not requested an approved JD for the activity, the permit applicant is
hereby made aware of the following: (1) the permit applicant has elected to seek a permit
authorization based on a preliminary JD, which does not make an official determination of

jurisdictional waters; (2) that the applicant has the option to request an approved JD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an approved JD could possibly result in less compensatory mitigation being
required or different special conditions; (3) that the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other general
permit authorization; (4) that the applicant can accept a permit authorization and thereby agree
to comply with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking any activity in
reliance upon the subject permit authorization without requesting an approved JD constitutes
the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be
processed as soon as is practicable; (6) accepting a permit authorization (e.g,, signing a
proffered individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a preliminary JD constitutes agreement that all wetlands and other water
bodies on the site affected in any way by that activity are jurisdictional waters of the United
States, and precludes any challenge to such jurisdiction in any administrative or judicial
compliance or enforcement action, or in any administrative appeal or in any Federal court; and
(7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will
be processed as soon as is practicable. Further, an approved JD, a proffered individual permit
(and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal,
jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative
appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists
over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the subject project
site, and identifies all aquatic features on the site that could be affected by the proposed activity,
based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked
items should be included in case file and, where checked and requested, appropriately
reference sources below):
Z Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:Figure 3
dated 21112016.
Z Data sheets prepared/submitted by or on behalf of the applicant/consultant.
Office concurs with data sheets/delineation report.
U Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data,
U USGS 8 and 12 digit HUC maps.
Z U.S. Geological Survey map(s). Cite scale & quad name:Matthews SE 1"=2,000'.
N USDA Natural Resources Conservation Service Soil Survey. Citation:Union County
Sheet 17.
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: Z Aerial (Name & Date):2013 SSRI.
or ❑ Other (Name & Date):
Previous determination(s). File no. and date of response letter:

U Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional
determinations. _
INg11,t11y 0(we l by
,;110,Tf.H.4AVIO.1.1:11::1 I.Motss0 11
lJ © Y7 -I)S,n-U.S.Cnonmirtrnl, nu-f7nil,
.��..--• ou-PKI, uu-�UYA,
w CIA-SHAFFFFf1.DAVII) I NGH.060750571
04"JI
Signature and date of
Regulatory Project Manager
(REQUIRED) 4/18/2016
ignature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining the signature is
impracticable)

3AW-2016-00076 Union Athletic Club,
Aquatic
Resources Table UAC -15000
Estimated
Class of
Site
Latitude
Longitude
Cowardin
amount of
aquatic
number
Class
aquatic resource
in review area
2,083,05 If
resource
Stream A —
1
35.0222
-80.64315
R2SB4
I
Section 404 Only
2
35.0219
-80,6420
R2SB4
193,08 linear feet
Stream C -
�
I
Section 404 only

t4x o 'rye
4 en
United States Department of the Interior
FISH AND WILDLIFE SoilVIC
Asheville Field 01'fi ;t'
60 'fillicoa Stroet
Avhevillc, Ncrrlh Carolina 28HO1
December 1, 2015
Mr. George Buchholz
The John R. McAdams Co., Inc.
2905 Meridian Parkway
Durham, North Carolina 27713
Dear Mr. Buchholz:
Subject: Proposed Union Athletic Club Property Development, Monroe, Union County, North
Carolina (UAC -15000)
We received your letter dated November 4, 2015 (received on November 5, 2015), requesting
our comments on the subject project. The l'ollowing comments are provided in accordance with
the provisions of the National Environmental Policy Act (42 U.S.C.§4321 et seq.) and section 7
of the Endangered Species Act of 1973, as amended (16 U.S.C.. 1531-1543) (Act).
lmpervious Surfaces/Low Impact Development (LID) - Recent studies' have shown that areas of
10- to 20 -percent impervious surface (such as roofs, roads, and parking lots) double the amount
of storm -water runoff compared to natural cover and decrease deep infiltration (,groundwater
recharge) by 16 percent. At 35- to 50 -percent impervious surface, runoff triples, and steep
infiltration is decreased by 40 percent. Above 75 -percent impervious surface, runoffis 5.5 tinges
higher than natural cover, and deep infiltration is decreased by 80 percent. Additionally, the
adequate treatment of storm water in development areas is essential for the protection of water
duality and aquatic habitat in developing landscapes. Impervious surfaces collect pathogens,
metals, sediment, and chemical pollutants and quickly transmit them (via storm -water runoff) to
receiving waters. According to the Environmental Protection Agency, this nonpoint-source
pollution is one of the major threats to water quality in the United States, posing one of the
greatest threats to aquatic life, and is also linked to chronic and acute illnesses in human
populations from exposure through drinking water and contact recreation. Increased storm -water
runoff also directly damages aquatic and riparian habitat, causing stream -bank and
stream -channel scouring. In addition, impervious surfaces reduce groundwater recharge,
resulting in even lower than expected stream flows during; drought periods, which can induce
'Federal Interagency Stream Restoration Working Group (15 federal agencies ofthe United States Government).
October 1998. Stream Corridor Restoration; Principles, Processes, and Practices. GPO Item No. 0120-A, SuDucs
No, A 57.6/2:EN 3/PT.653. IS13N-0-934213-59-3.

potentially catastrophic effe?cts for fish, mussels, and other aquatic life. Accordingly, we
recommend that all developments, regardless of the percentage of impervious surface area they
will create, implement storm -water -retention and -treatment measures designee{ to replicate an([
maintain the hydrograph at the preconstruction condition in order to avoid any additional impacts
to habitat duality within the watershed.
We recommend the: use of low -impact -development techniques,' such as reduced road widths,
grassed swales in place of curb and gutter, rain gardens, and wetland retention areas, for
retaining and treating storm -water runoff rather than the more traditional measures, Stich as large
retention ponds, etc. 'These designs often cost less to install and significantly reduce
environmental impacts from development.
Where detention ponds are used, storm -water outlets should drain through a vegetated area prior
to reaching any natural stream or wetland area. Detention structures should be designed to allow
for the slow discharge of storm water, attenuating the potential adverse effects of storm -water
surges; thermal spikes; and sediment, nutrient, and chemical discharges. Also, because the
purpose of storm -water -control measures is to protect streams and wetlands, no
storm -water -control measures or best management practices should he installed within any
stream (perennial or intermittent) or wetland.
We also recommend that consideration be given to the use of pervious materials (i.e., pervious
concrete, interlocking/open paving blocks, etc.) for the construction of roads, driveways,
sidewalks, etc. Pervious surfaces minimize changes to the hydrology of the watershed and can
be used to facilitate groundwater recharge. Pervious materials are also less likely to absorb and
store heat and allow the; cooler soil below to cool the pavement. Additionally, pervious concrete
requires less maintenance and is less susceptible to freeze/thaw cracking; due to large voids
within the concrete.
Stream and Wetland Buffers - Natural, forested riparian buffers are critical to the health of
aquatic ecosystems. They accomplish the; following:
I. catch and filter runoff, thereby helping to prevent nonpoint-source pollutants
from reaching streams;
Z. enhance the in -stream processing of both point- and nonpoint-source
pollutants;
3. act as "sponges" by absorbing runoff (which reduces the severity of floods)
and by allowing runoff to infiltrate and recharge groundwater levels (which
maintains stream flows during dry periods);
4, catch and help prevent excess woody debris from entering; the stream and
creating logjams;
S. stabilize stream banks and maintain natural channel morphology;
6. provide coarse woody debris for habitat structure and most of the dissolved
organic carbon and other nutrients necessary for the aquatic food web; and
7. maintain air and water temperatures around the stream.
'Wc recommend visiting the Environmental Protection Agency's Web site (Ititt://www,cpa,govlovvow/trpt/ficll)for
additional information and tact sheets regarding the implementation of low -impact -development techniques.

Forested riparian buffers (a minimum 50 f4ct wide along intermittent streams and 100 feet wide
along perennial streams [or the full extent of the: 100 -year floodplain, whichever is greaten)
should be created and/or maintained along all aquatic areas. Within the watersheds ofstreams
supporting endangered aquatic species, we recommend undisturbed, forested buffers that are
naturally vegetated with trees, shrubs, and herbaceous vegetation and extend a minimuln of
200 feet from the banks cif all perennial streams and a minimum of 100 feet from the banks of
all intermittent streams, or the full extent of the 100 -year floodplain, whichever is greater.)
Impervious surfaces, ditches, pipes, roads, utility lines (sewer, water, gas, transmission, etc.), and
other infrastructures that require maintained, cleared rights-of-way and/or compromise the
functions and valuers of the forested buffers should not occur within these riparian areas.
Federally Listed Endangered and Threatencd Species - According to our records and a review of
the infbrrnation you provided, no federally listed endangered or threatened species or their
habitats occur in the project area. Therefore, we believe the; requirements under section 7 of the
Act are fulfilled. However, obligations under section 7 of the Act must be reconsidered if;
(1) new information reveals impacts of this identified action that may affect listed species or
critical habitat in a manner not previously considered, (2) this action is subsequently modified in
a manner that was not considered in this review, or (3) a new species is listed or critical habitat is
determined that may be affected by the identified action.
We appreciate the opportunity to provide these; comments and request that you continue to keep
us informed as to the progress of this proposed project. If we can be ofassistance or if you have
any questions, please contact Mr. Allen Ratzlaff ofour staffat 828/2513-3939, Ext. 229. In any
future correspondence concerning this project, please reference our Log Number 4-2-16-074.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
cc:
Ms. Shari L. Bryant, Pastern Piedmont Region Permit Reviewer, North Carolina Wildlife
Resources Commission, P.O. Box 129, Sedalia, N(-'27342-0129
3

North Carolina Department of Natural and Cultim al Resourees
State Historic Preservation Office
Ramona i1, Banos, Adminisivalor
Governor Pte( \&Crory
Sceretary Snsin Kltdi(z
December 1, 2015
George Buchholz
The John R. McAdams Company, Inc.
2305 Meridian Parkway
Durham., NC: 27713
Omien 11'Archiv" and Ilistory
I.)upauy Stac(ao, Kuvin ('henry
Re. Construct Union County Athletic. Club, Monroe, UAC -15000, Union County, F.R 15-2553
Dear Mr. Buchholz:
Thank you for your letter of November 4, 2015, transmitting the information concerning the above
referenced docurnent.
After reviewing the information provided and the additional information provided to our office by a local
resident, we have determined that there; is a very high probability that a poorly marked historic period
cemetery is located within your proposed project arca. There also exists a high probability that other
archaeological features associated with past residents may be present in the project area. We therefore
recommend that before; any ground disturbing activities take place, that a comprehensive archaeological
survey be conducted by an experienced archaeologist to identify and evaluate the probable cemetery
location and to locate and evaluate the significance: of any archaeological remains that may be damaged or
destroyed by the proposed project. Please note that our office now requests consultation with an Office of
State Archaeology Environmental Review Archaeologist to discuss appropriate field methodology prior to
the archaeological field investigation.
If an archaeological field investigation is conducted, two copies of the resulting archaeological survey
report, as well as one copy of the appropriate site forms should be forwarded to us for review and comment
as soon as they are available and well in advance of any earth moving activities.
We have determined that the project as proposed will not have an effect on any historic structures.
The above comments are trade pursuant to Section 106 of the National I Iistoric Preservation Act and the
Advisory Council on historic Preservation's Regulation, for Compliance with Section 106 codified at 36
CFR Part 800.
Location. 109 Hosi [oit4s Sln: tt R;deigh NC; 27601 .11adin Address 4617 N1ai[ tiervtcc 0!n(a, Raleigh NC 27WN-461 7 l-elephUnoffla.x (')11)) 307-65 70/807-099

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
envjronmentg1AevicNy(ivnc c"Yov. In all future conimunication concerning this project, please cite the
_
above referenced tracki'n'g" number.
Sincerely,
tr" Ramona N/I. Bartos

North Caroline Department of Natural and Cultural
State ]diatoric Preservation omee
Ranuma M. Bartos, Administrator
Governor Pat McCrory
Secretary Susan Kwitr.
February 29, 2016
:dean NorI'is
TRCsolutions
50101 Governor's Drive
Suite: 250
Chapel Hill, NC 27517
Resources
017 ice al'Archives and history
I)vputy secretary Kevin Cherry
Re: Cemetery Site (31 UN374) Delineation for the Proposed Union Athletic Club, Union County,
IR 15-2553
Dear Mr. Norris:
Thank you for your letter of January 11, 2016, transmitting the above referenced report.
One historic cemetery (31UN374) was identified during the archaeological investigation. Site 31UN374 is
outside of the proposed Union Athletic Club project area and as a result will not be affected by the planned
construction project. We concur with this assessment.
The above comments are made pursuant to Section 106 of the National Historic Preservation flet and the;
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR fart 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Farley, environmental review coordinator, at 919-807-6579 or
env ironmental.review(a)ncdcr gov. In all fixture communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
01(Rarnona M. Rartos
I.nl`a I-' 109 Eravl Junes Sircel. Raleigh NC 27601 Unllialt Addrm 4617 Mail Service. Center, Raleigh NC 2760 4617 'Telephone/ ax(1)19i 807.6570/807-65UU

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Nage 1 of 1 U
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
la
Type(s) of approval sought from the Corps:
X Section 404 Permit Section 10 Permit
1b
Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 3886
1c
Has the NWP or GP number been verified by the Corps?
X No
Id
Type(s) of approval sought from the DWQ (check all that apply):
X 401 Water Quality Certification — Regular Non -404 Jurisdictional General Permit
401 Water Quality Certification — Express Riparian Buffer Authorization
le
Is this notification solely for the record
because written approval is not required?
For the record only for
DWQ 401 Certification:
X No
For the record only for Corps Permit:
X No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
X No
1g
Is the project located in any of NC's twenty coastal counties. If yes, answer
1 h below.
X No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
X No
2.
Project Information
2a
Name of project:
Union Athletic Club
2b
County:
Union
2c
Nearest municipality / town:
Monroe
2d
Subdivision name:
2e
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a
Name(s) on Recorded Deed:
Union Athletic Club, LLC
3b
Deed Book and Page No.
DB:6607; PG:163
3c
Responsible Party (for LLC if
applicable):
Union Athletic Club (attn.: Amy Anthony)
3d
Street address:
P.O. Box 77224
3e
City, state, zip:
Charlotte, NC 28271
3f
Telephone no.:
[phone]
3g
Fax no.:
3h
Email address:
[e-mail]
Nage 1 of 1 U
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a Applicant is:
4b Name:
4c Business name
(if applicable):
4d Street address:
4e City, state, zip.-
ip:4f
4fTelephone no.:
4g Fax no.:
4h Email address:
5. Agent/Consultant Information (if applicable)
5a Name:
George Buchholz, Environmental Consultant/Project Manager
5b Business name
(if applicable):
The John R. McAdams Company
5c Street address:
2905 Meridian Parkway
5d City, state, zip:
Durham, NC 27713
5e Telephone no.:
919-287-0890
5f Fax no.:
919-361-2269
5g Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property identification
1 a Property identification no. (tax PIN or parcel ID):
09399005 01
1 b Site coordinates (in decimal degrees): Latitude: 35.0222 Longitude: -80.64315
1c Property size:
50.34 acres
2. Surface Waters
2a Name of nearest body of water to proposed project:
East Fork Twelve Mile Creek
2b Water Quality Classification of nearest receiving water:
C; NCDWR Index #: 11-138-2
2c River basin:
Catawba/HUC: 030501030202
3. Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The project site is located off of Goldmine Road in Monroe, North Carolina within Union County. At
the time of the field investigations, the subject site consisted of cleared agricultural land with wooded areas
running along the entire southwest property boundary and a portion of the northwest boundary. Access to the site
is provided by a dirt road that extends from the dead end of Public Works Road. The access road crosses an
unnamed creek that flows to the northwest and is located near the southwest property border. Available
information indicates that the subject site has historically been utilized for agricultural purposes dating back to
approximately 1938. The subject site is bounded to the northeast and northwest by a single -family residential
subdivision that was established in 2005. The site is bounded to the southeast by the Coca-Cola Bottling
Company Consolidated facility and undeveloped wooded land that are part of the Monroe Corporate Center. The
current zoning of the project site is MPD and the proposed use is a sport and recreation (indoor and outdoor)
facility. Approximately 40 percent of the subject property is comprised of forested areas with a mixture of oak,
hickory, and pine species dominating the canopy layer. The remainder 60 percent of the subject property is
comprised of agricultural fields.
3b List the total estimated acreage of all existing wetlands on the property: 0 AC
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,276.13 LF
3d Explain the purpose of the proposed project: The purpose of the project is construct a road crossing an unnamed tributary
to East Fork Twelve Mile Creek so that to access can be provided to the project site for the proposed construction of a
sport and recreational facility in Monroe, North Carolina within Union County.
3e Describe the overall project in detail, including the type of equipment to be used: The proposed Union Athletic Club is a
sport and recreation (indoor and outdoor) facility. The proposed development will consist of a fieldhouse, athletic fields
(baseball, football, multi-use fields) along with associated roadway, parking, concessions, and utilities. To gain access to
the subject property, a proposed road crossing will be aligned across an unnamed tributary to East Fork Twelve Mile
Creek. The proposed road will be aligned, as much as possible, along the existing dirt road that extends from the dead end
of Public Works Road and crosses the stream. As a result, there are proposed stream impacts associated with the road
crossing. Additional impacts to the unnamed tributary to East Fork Twelve Mile Creek located within the project area not
proposed. Traditional equipment will be used consisting of front-end loaders, bulldozers, paving equipment, graders, and
earth movers.
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
X Yes
Corps or State been requested or obtained for this property
/ project (including all prior phases) in the past?
Comments:
4b If the Corps made the jurisdictional determination, what
X Preliminary
type of determination was made?
4c If yes, who delineated the jurisdictional
Agency/Consultant Company:
areas? Name (if known):
Other: George Buchholz,
McAdams Co.
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Mr. David
Shaeffer (USACE representative) attended an on-site field concurrence meeting on January 28, 2016 and confirmed the
wetland/stream delineation. A Pre#iminary Determination was issued on April 18, 2016 (USACE SAW-2016-00076).

S. Project History
5a Have permits or certifications been requested or obtained
for this project (including all prior phases) in the past?
X No
5b If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a Is this a phased project?
Yes X No
6b If yes, explain.
Page 3 of 10
PCN Form -. Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
Wetlands X Streams — tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWO (401, other)
(acres)
Temporary (T)
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete
this question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e,
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
Permanent (P) or
width
(Iinear
Temporary (T)
(feet)
fbet)
Unnamed Tributary
X Corps
31 Permanent
Culvert
to East Fork Twelve
Perennial
7 FT
32
Mile Creek
Unnamed Tributary
X Corps
S1 Permanent
Dissipator Pad
to East Fork Twelve
Perennial
7 FT
35
Mile Creek
S1 Temporary
p rY
Coffer Dam &
Unnamed Tributary
to East Fork Twelve
Perennial
X Corps
7 FT
35
Qiversion Channel
Mile Creek
3h. Total stream and tributary impacts
102
3i. Comments: See Figure 4, Inset 1 (Plan, Profile, and Cross-Sections). It should be noted that of the total 67 If of permanent
stream impact; 35 If will be associated with a rip-rap dissipator pad which will be installed flush with the existing grade of the
stream bed to allow for aquatic life passage. In addition, there will be another 35 If of temporary stream impact associated with
the construction of a coffer dam and diversion channel associated with the stream crossing.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water
of the U.S. then in ividually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c. 4d,
Type of impact Waterbody
type
4e.
Area of impact (acres)
01
02
03
04
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
'Pilled
Excavated
Flooded
Filled
Excavated
P1
P2
5f. Total:
5gComments:
5hls a dam high hazard permit required?
Yes No If yes, permit ID no:
5i Expected pond surface area (acres):
5j Size of pond watershed (acres):
5kMethod of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require miti ation, then you MUST fill out Section D of this form.
6a Project is in which protected basin?
Neuse Tar -Pamlico Catawba Randleman Other:
6b,
Buffer Impact
number—
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impar
(square
feet)
B1
B2
B3
B4
B5
B6
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Impacts to the
jurisdictional stream located on the subject property have been avoided and minimized to the maximum extent practicable;
however, due to infrastructure improvements there are proposed impacts. There is existing dirt road leads that extends from
the dead end of Public Works Road and crosses the unnamed tributary of East Fork Twelve Mile Creek. The proposed road
crossing is aligned along the existing dirt road, as much as possible, to minimize impacts to the unnamed tributary of East Fork
Twelve Mile Creek and the associated floodplain. In addition, the proposed crossing alignment has been designed as close to
90 degrees as possible along a narrow stream section to accommodate the necessary road width to access the proposed
Union Athletic Club project site. In addition, the rip -rap dissipator pad has been designed flush with the existing grade of the
stream bed to allow for aquatic life passage.
1b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction of the proposed road will occur as close to 90 degrees as possible as it crosses the unnamed tributary of East
Fork Twelve Mile Creek and the rip -rap dissipator pad will be constructed flush with the existing grade of the stream bed to
allow for aquatic life passage. There will be minimal temporary impacts associated temporary coffer dams and diversion
channels used to conduct the proposed work within dry conditions. The use of the temporary coffer dams and diversion
channels will be less than 90 days from the initiation of the proposed stream and wetland impacts. Measures will be taken to
prevent oil, tar, trash, debris and other pollutants from entering the adjacent jurisdictional streams and wetlands. Any excess
excavated materials not utilized as back fill will be placed and contained within upland areas and permanently stabilized to
prevent erosion into adjacent jurisdictional streams. Therefore, stockpiling of excavated material within jurisdictional streams
will be strictly prohibited as part of the construction of this project. All project construction activities initiated within jurisdictional
streams will be carried to completion in an expeditious manner in order to minimize the period of disturbance within the
jurisdictional streams. Proper sedimentation and erosion control methods will be utilized during all phases of construction and
installation as described in the Erosion Control Plan sheet reviewed and approved by the NC Division of Land Quality and
Union county. All work will take place during dry conditions and can be facilitated from high, non -jurisdictional, stable ground.
The contractor shall install silt fence, inlet protection, sediment traps, diversion ditches, temporary coffer dams, tree protection,
clearing only as necessary to install devices. All erosion and sediment control measures will be checked for stability and
operation following every runoff producing rainfall, but in no case less than once every week. Any needed repairs will be made
immediately to maintain all measures designed. An erosion control inspections report is required and will be kept by the
owner's representative. Temporary seeding and permanent seeding plans are included to restore impacted areas. The
project will meet all relative requirements of Best Management Practices and Engineered Stormwater Control Structures as
outlined through State and Local Stormwater Rules.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for
X No
impacts to Waters of the U.S. or Waters of the State?
2b If yes, mitigation is required by (check all that apply).
DWQ Corps
Mitigation bank
2c if yes, which mitigation option will be used for
Payment to in -lieu fee program
this project?
Permittee Responsible Mitigation
3. Com tete if Using a Mitigation Bank
3a Name of Mitigation Bank:
Type
Quantity:
3b Credits Purchased (attach receipt and letter)
Quantity:
Type
Quantity:
3c Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached.
4b Stream mitigation requested:
linear feet

4c If using stream mitigation, stream temperature:
4d Buffer mitigation requested (DWQ only):
square feet
4e Riparian wetland mitigation requested:
acres
4f Non -riparian wetland mitigation requested:
acres
4g Coastal (tidal) wetland mitigation requested:
acres
4h Comments:
6. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form —Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
X No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a Does the project include or is it adjacent to protected riparian buffers
Yes X No
identified within one of the NC Riparian Buffer Protection Rules?
1b, If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a What is the overall percent imperviousness of this project?
23.9%
2b Does this ro'ect require a Stormwater Management Plan?
X Yes
2c If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: The
proposed development is located within the Catawba River basin with stormwater runoff from the proposed development
draining into East Fork Twelve Mile Creek. Stormwater runoff will be routed into vegetated swales and ditch conveyances. The
site is to be developed as a "low-density" site, meaning that no more than 24% of the total area of the site will be developed as
"built upon area" (BUA), or impervious surfaces. The proposed plan is for 23.9% of the total site area to be developed as BUA.
The site qualifies as a "low density" site since the site uses a vegetated lined storm drainage swale to the maximum extent
practical and ditch conveyances and is to be developed at less than 24% BUA. No structural stormwater management facilities
are required for this project; and therefore, the site does not propose a discrete storm drainage system.
2e Who will be responsible for the review of the Stormwater Management Plan?
Division of Energy, Mineral and Land
Resources DEMLR
3. Certified Local Government Stormwater Review
3a In which localgovernment's jurisdiction is thisproject?
Union County
Phase II
3b Which of the following locally-implemented stormwater management programs
NSW
USMP
apply (check all that apply):
Water Supply Watershed
Other:
3c Has the approved Stormwater Management Plan with proof of approval
been attached? A courtesy copy of the SW Management Plan will be
X No
provided upon approval.
4. DWQ Stormwater Program Review
Coastal counties
HQW
4a Which of the following state-implemented stormwater management programs
ORW
apply (check all that apply):
Session Law 2006-246
Other:
4b Has the approved Stormwater Management Plan with proof of approval
X No
been attached?
5. DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements?
X Yes
5b Have all of the 401 Unit submittal requirements been met?
X Yes
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary information
1. Environmental Documentation (DWQ Requirement)
1 a Does the project involve an expenditure of public (federal/state/local) funds or
X No
the use of public (federal/state) land?
lb If you answered "yes" to the above, does the project require preparation of
an environmental document pursuant to the requirements of the National or
Yes No
State (North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c If you answered "yes" to the above, has the document review been finalized by
the State Clearing House? (if so, attach a copy of the NEPA or SEPA final
approval letter.)
Yes No
Comments:
2. Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland
X No
Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b Is this an after -the -fact permit application?
X No
2clf you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result
X No
in additional development, which could impact nearby downstream water quality?
3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent DWQ policy. If you answered "no," provide a short narrative description. The proposed Union Athletic
Club project is a sport and recreational facility in Monroe, North Carolina within Union County. The proposed
development will consist of approximately fieldhouse, athletic fields (baseball, football, multi -use fields) along with
associated roadway, parking, concessions, utility, and stormwater management improvements. The entire Union
Athletic Club project is a single and complete project with appropriate land use control and stormwater measures in
place for specific areas which require them.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated
from the proposed project, or available capacity of the subject facility. Waste water will be directed into an existing
treatment facility operated by Union County, under a maintained sewer line.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species
X Yes
or habitat?
5b Have you checked with the USFWS concerning Endangered Species
X No
Act impacts?
5c If yes, indicate the USFWS Field Office you have contacted.
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated
Critical Habitat? The U.S. Fish and Wildlife Service issued on December 1, 2015 (see attached letter) a letter stating
that based on the USFWS records and a review of information provided by McAdams, no federally listed endangered
or threatened species or their habitats occur in the project area. Therefore, the USFWS believes the requirements
under Section 7 of the Endangered Species Act are fulfilled.
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
X No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? An interactive map
called the Essential Fish Habitat (EFH) Mapper (http://www.habitat.noaa.gov/protection/efh/efhmapperl) was accessed on
January 15, 2016 to determine if the project will impact Essential Fish Habitat.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
X No
status (e.g., National Historic Trust designation or properties significant
in North Carolina history and archaeology)?
What data sources did you use to determine whether your site would impact historic or archeological resources? The North
Carolina Department of Natural and Cultural Resources — State Historic Preservation Office (NC SHPO) issued on
December 1, 2015 (see attached) a letter recommending a comprehensive archaeological survey be conducted by an
experienced archaeologist to identify and evaluate a probable cemetery location. TRC Environmental Corporation
conducted the necessary archaeological surveys for the ,proposed project and coordinated with NC SHPO. The NC SHPO
issued on February 29, 2016 (see attached) stating that one historic cemetery was identified outside the proposed Union
Athletic Club project area and as a result, will not be affected by the planned construction project.
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA -designated 100 -year floodplain?
X Yes
8b If yes, explain how project meets FEMA requirements:
8c What source(s) did you use to make the floodplain determination? The North Carolina Flood Insurance Rate Map
3710540600J 3710541600J (both issued October 16, 2008) were reviewed and it was determined that there is a 100 -year
flood area located on the subject property. A Conditional Letter of Map Revision (CLOMR) is being submitted to the locality
and state based on hydrologic and hydraulic analyses performed in accordance with standard engineering practice that the
proposed encroachment would not result in any increase in flood levels within the community during the occurrence of the
base flood discharge.
Page 10 of 10

�C
Applicant/Agent's Psi ted me Appkant/Agent's Signature
(Agent's s+gnature is valid oniy if an authorization
letter from the applicant is provided.)
d711 7
Date

j
N/UUC
AL1 KS ,Ijw
118:
f �\
1
V IUMIX 1VJJ .c �1
NTS
_ v r II !r 1=0 OPexnnqu. uc
N 7 19 3838, PC 288
ff�Y PC F, RIE ]56
SITE iNF"ORMAiION: IIT /RJ,aR c0N7.ETE suLwA9t ..Td fl 1' ZONED c-,
iii t NOJSNNA 111P P�
89UNOAR" INFORMAION AND EXISTING CONDITIONS FROM:
BOUNDARY AND TOPORRAPNIC SURVEY €t Is'1PG.a�yP61RTY � 71 1. � - I
COMPLETEp BY MCAUAMS�. 1 ! P CE P Ci7CE \ 'I^�-10'
RAnn.,-�4 71 G'_HEF..0 .i16uC'
uAN: i3LEL17 I'LcT.i1 1 I~ 1 1 'R4:ry ETSEHFNI
1 rCCRCREIE SDEYtn�. ;TYf+.1 !
SITE LOCATED HAZONE/FFUA MAP AND EHCF- �J ! f`7 1
SITE NCEIFIN B91i1 ZONES %AND AE 1 f f ESTRU0IA.S RNID 1 1
RFFEREACE FEMA MAP 371OSfiOB06J. PANEL 5498) I��,J I ; TI CONCESSIOiY'S I �1
DATED TO -i6-08 ,� ZS 111 TEO9E,­SMI
r • i g Dl
PIED
N 583747 E 0399' _Yi
-
�F��iii
N 6591'%" E 124,01'
F-
n, 1;
0
+f
hi
'
41
� f I
/c9Rrs11sTgrt POA
,
it
/ ' 0C F. 1. FF'TXEC
/ ]PAI ' �
V!
II
P1. 1 1
J ZgIEO SF -4
/ vhCnN7 LAND USE,
1 8 9 i 0 tl , 7 I
a s �Io a s ala
8 0 IO I ll I t I l8 M. 30 PB lT l6 89 80
a,a;a;cIa a o1a'a o'o a
J
n
R R
CONFERENCE.
PPA
RFNTAl6 -Lm
-
I I i I i I f I �
CORN:A9Tgl£
DB 1110. PC 332
' - a" PG 11
- Pae -m4 ass,___
_ --
, _ ,.1_.___.L .__ 1 __.1__ _1_._ L _. l,____I.'-__-----'�
_,
f'T Pcc..726
S Tie'14 E 20'30'25'
ax
a
_J_-_------------------...�a--_
-.-,-____-Y'SnAC
sAS'3xlm'€Iaa35' Tg4x GF BtgAN TRA4,
GaPf4F _ ZIKKEG S
I {�D�---••-� 4 DINT iAHO PSE
_____--------1�•LRU S 1YF'+- v
_�_
-_
-TP•-1T1,�9
-----.", -____
76 E_ --��>-...--.--.. MHIDN LWNTY
---.•` 5S`Lw,l�-us-E-SDeFTR___,�a_
_________-__-__4n-AuJi SE1BM:t-
na-urnYYRS _-F'^S.�
r I'--`-13 GENERnL WBJC
.ry ncruran
F-
gg'gp ! A''-E0,5DNC MTiPEFPr
FIELCII'°L � � LAME
BAS^BBALL. 'll ��,
�------------ e --- OIPARLAV 9O7CR
----------- -- -- ACCESS EASEMERI
---•--••-� fQGHT VF -WAY VNE
-- - - - - AOJACIRT PROPERTY 9OJMOARY
__. PROPERTY UNE
CF3iifRUNE
CONCRETE SIDEWALK
11p JGENERAL NOTES:
I 1 - ATHLETIC -- . / 8 FIELDLL I„°. r
I 1 MINIM ME SIGHT INSTANCE TRIANGLES SHOWN NO OBSTRUCTION RETWEEN 30" ANO 72" IN HECHT
Y,
6' PFAwwOR SEYRR I` ���~ C f I
fTA6YNX. FOR FUTUA
SEVEN ip;E
\ . &Y9AML BERNARD h EYA p�4I
P8.M. PC, 217 y,.
N, FILE
Pc A RLE LAD
A{"DI.0 LAR LAST b
1
/� r+
OB )350.n M
�LLL�2
PCG FILE 390
ZONED 7-1-t
AESWIA, D9A: LNi6 USE
� O BULLOCYC _
- I -
�`1 101
�f
�'I'��(�(L1TJ7F���
1 I I l i I IJ 1 lJ � !{•.• d
�IIIliIlliIIIII.I.IL ---j ,- -=
Lan I II -,,-
-a r9EM, III
STRFAn: CRAFRIWE
�' ERISIHO 9i0P£R1x -
z �
f
I
ADJACENT PROPERTY, ~ __
m I) GVAOEN. UNOA 12) PRICER. DAFRA 23) IXAE90.Y, KLMN k ANN
P.B. 6159. PG 000 P.B. 4984, PO. 576 R& 4488, PO 078
P,N: 09396520 INN: 09..wl AS: 09306886
2) DONAL.%", KAREN A- 13) L0.74ARD. ANDREA 241 sKCE Y. CN-uLIi A, R RUTB a
`Z D.B. 5437, PG 072 & RICHARD M. P.B. 6399. Pa 631
%N: 08396521 Ps& 1194, PG SOB PW': ORI956B9
& P4c 09396632
I9,
3) RODm uc, J04E L. b
^S ROSARLSL9EATc A. EP .w 147 BVq.72C, M 263 Y 23) CV2+AAN, aRG, 10N D, a ri9KA .l.
P.B. 0739, 5M 3AB P.& 4024. 53 253 P,& 6045. PG TAO
09396522 PBI: 093961ST PBI: 0B1
m 4) MILLS, K1346E 15)ARMC, RMI 0. 26) CONTEs. A. C.
P.O. 5120. PO. 092 PO 5170, PIX tl90 P.& 609$ PG 220
PBr, 09306523 PRI: m939w,I PM: 09396904
tZ 5) BABI DAMA LYNN 16) YEIIBERT. JASON P. 29) MCVIGNER, MICHAEL PATRICK
.B, SOUS, P0. 751 6: ANG1A M. P.D. 5086. PG. 383
2Abf 1'1X: 09396521 P.9. 4421 P0. 323 PIN: O9]BB905
PM: 09396ST8
6) Al1ElANOIS, ERIC 5.
PIS TAME. AMANDA L- 19) MOYE5 IN4£Sl?tMr. LLC
0)26. PC 234 P.B. 6395. PG BOD
PIN: 99385525 Pa. 09346538
7)MR 2DI',-3 IB) ..YES,TRAfEr 9.
S 86RROASR NL A TAMMY Y.
P,e, 8341, P9. 129 A). 334% PG, 130
PIN; 9934892.8 FON: 09306539
a 6) SRpACODY R MA91A4. PA.J. 19) CWNAM, DARLENE MAY
k KAMfEEN P.9. 4104, P9 085
P.B. 4124,N. 051 PLN: O93BB538
FlR. 09348392
0) 26) CUM 'NO. CUNT H MS -
o'! IS, On. PG Aga
& P.B.&153. PG. 323 PIN: TOM,"
3 PIN. 0939652E
21) ORIF'o. MI ,N D_ A N. A AM
aP 10) NONTSOLOS, CgISTANANE B A98. AC- 159
C k LAygIA TIB: D934B55T
s P 9. 1342, P0, 919
PN; 04398594 22) .% SS00, TAMMY LYNN
Fi..
.& SBBB, PG. SII ■
ll) SKEIN. ERIC I. PIN: 9939688:
d:TAI NLz. A _ .
P.6, 3087,
BPG RBB v
IBT9. 993%530
CONTRACTOR SHALL NOTIFY "NC811- (811) OR (1.800-&82-4949) AT
LEAST 3 FULL BUSINESS OAYS PR)ORTO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR
b@{®W.
' THEIR OWN LOCATOR SERVICES lNUEPENDENT OF "NC81 I"
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. Cali before you dig.
J �
i_I I�I..I _e I I�' -1- - -- - L '{/�/,
1 1 1 1 1; 1 1 f U N I I,C/ a `! ,
BANK
1Jbf FQ9A MILYC LAR€ 1r-51pFw CEYTSUME
fAe"EK R09UTARY l
,1NON COUNTY MOLD Hames
OB 355, PG 496
PC B, RIE 951,
PIN PB -309-006
10"10 ­
. R
.R , WW Uz`
5 YYY/
i !
n, 1;
0
Pr,
1
hi
JI
£ t
41
1
AWNTENANCE `
�DUILUl'NG
1!
+
�1 ly-
I JTufY11FA5ENEIJR,IC'
5' gIPAB'v I
&:Y9 _--•.� J
` f
it
/
V!
gg'gp ! A''-E0,5DNC MTiPEFPr
FIELCII'°L � � LAME
BAS^BBALL. 'll ��,
�------------ e --- OIPARLAV 9O7CR
----------- -- -- ACCESS EASEMERI
---•--••-� fQGHT VF -WAY VNE
-- - - - - AOJACIRT PROPERTY 9OJMOARY
__. PROPERTY UNE
CF3iifRUNE
CONCRETE SIDEWALK
11p JGENERAL NOTES:
I 1 - ATHLETIC -- . / 8 FIELDLL I„°. r
I 1 MINIM ME SIGHT INSTANCE TRIANGLES SHOWN NO OBSTRUCTION RETWEEN 30" ANO 72" IN HECHT
Y,
6' PFAwwOR SEYRR I` ���~ C f I
fTA6YNX. FOR FUTUA
SEVEN ip;E
\ . &Y9AML BERNARD h EYA p�4I
P8.M. PC, 217 y,.
N, FILE
Pc A RLE LAD
A{"DI.0 LAR LAST b
1
/� r+
OB )350.n M
�LLL�2
PCG FILE 390
ZONED 7-1-t
AESWIA, D9A: LNi6 USE
� O BULLOCYC _
- I -
�`1 101
�f
�'I'��(�(L1TJ7F���
1 I I l i I IJ 1 lJ � !{•.• d
�IIIliIlliIIIII.I.IL ---j ,- -=
Lan I II -,,-
-a r9EM, III
STRFAn: CRAFRIWE
�' ERISIHO 9i0P£R1x -
z �
f
I
ADJACENT PROPERTY, ~ __
m I) GVAOEN. UNOA 12) PRICER. DAFRA 23) IXAE90.Y, KLMN k ANN
P.B. 6159. PG 000 P.B. 4984, PO. 576 R& 4488, PO 078
P,N: 09396520 INN: 09..wl AS: 09306886
2) DONAL.%", KAREN A- 13) L0.74ARD. ANDREA 241 sKCE Y. CN-uLIi A, R RUTB a
`Z D.B. 5437, PG 072 & RICHARD M. P.B. 6399. Pa 631
%N: 08396521 Ps& 1194, PG SOB PW': ORI956B9
& P4c 09396632
I9,
3) RODm uc, J04E L. b
^S ROSARLSL9EATc A. EP .w 147 BVq.72C, M 263 Y 23) CV2+AAN, aRG, 10N D, a ri9KA .l.
P.B. 0739, 5M 3AB P.& 4024. 53 253 P,& 6045. PG TAO
09396522 PBI: 093961ST PBI: 0B1
m 4) MILLS, K1346E 15)ARMC, RMI 0. 26) CONTEs. A. C.
P.O. 5120. PO. 092 PO 5170, PIX tl90 P.& 609$ PG 220
PBr, 09306523 PRI: m939w,I PM: 09396904
tZ 5) BABI DAMA LYNN 16) YEIIBERT. JASON P. 29) MCVIGNER, MICHAEL PATRICK
.B, SOUS, P0. 751 6: ANG1A M. P.D. 5086. PG. 383
2Abf 1'1X: 09396521 P.9. 4421 P0. 323 PIN: O9]BB905
PM: 09396ST8
6) Al1ElANOIS, ERIC 5.
PIS TAME. AMANDA L- 19) MOYE5 IN4£Sl?tMr. LLC
0)26. PC 234 P.B. 6395. PG BOD
PIN: 99385525 Pa. 09346538
7)MR 2DI',-3 IB) ..YES,TRAfEr 9.
S 86RROASR NL A TAMMY Y.
P,e, 8341, P9. 129 A). 334% PG, 130
PIN; 9934892.8 FON: 09306539
a 6) SRpACODY R MA91A4. PA.J. 19) CWNAM, DARLENE MAY
k KAMfEEN P.9. 4104, P9 085
P.B. 4124,N. 051 PLN: O93BB538
FlR. 09348392
0) 26) CUM 'NO. CUNT H MS -
o'! IS, On. PG Aga
& P.B.&153. PG. 323 PIN: TOM,"
3 PIN. 0939652E
21) ORIF'o. MI ,N D_ A N. A AM
aP 10) NONTSOLOS, CgISTANANE B A98. AC- 159
C k LAygIA TIB: D934B55T
s P 9. 1342, P0, 919
PN; 04398594 22) .% SS00, TAMMY LYNN
Fi..
.& SBBB, PG. SII ■
ll) SKEIN. ERIC I. PIN: 9939688:
d:TAI NLz. A _ .
P.6, 3087,
BPG RBB v
IBT9. 993%530
CONTRACTOR SHALL NOTIFY "NC811- (811) OR (1.800-&82-4949) AT
LEAST 3 FULL BUSINESS OAYS PR)ORTO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR
b@{®W.
' THEIR OWN LOCATOR SERVICES lNUEPENDENT OF "NC81 I"
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. Cali before you dig.
J �
i_I I�I..I _e I I�' -1- - -- - L '{/�/,
1 1 1 1 1; 1 1 f U N I I,C/ a `! ,
BANK
1Jbf FQ9A MILYC LAR€ 1r-51pFw CEYTSUME
fAe"EK R09UTARY l
,1NON COUNTY MOLD Hames
OB 355, PG 496
PC B, RIE 951,
PIN PB -309-006
10"10 ­
. R
.R , WW Uz`
5 YYY/
i !
A.9ME CURS LINE ELEVATION SHALL BE :OCATED IN MOLE OR IN PART. OBSTRUCTIONS INCLUDE 8UT
ARE HDT UMITM TO ANY BERM. FOLIAGE, FENCE, WAW„ SIGN, OR TARRED VEHICLE.
aJ
2. ALL CONSTRUCTION SHALL tANFORN TO ME LATEST UNION COMNiY AND NGOOR SFANOAROS AHP
hi
SPE4]flCATPOFIS.
41
3. ALL pMEN5H3N5 SNOLM+ NRA $ITE PLAN ARE TO FACE OF CURB UNLESS OTI4ERMTSE NOTED.
AWNTENANCE `
�DUILUl'NG
EXCAVATIONS;RULE
4. OCCUPATIONAL , SUET AND HEALTH ADMINISTRARON {CSMA) STANDARDS FOR A#E V5) FEET IN
FEET IN DEPTH REQUIRES ME DESNA4 OF A FRENCH SAFETY SY6FEM
EXCA PART 5998, O TK T P" APPLIES FD ALL EXCAVATIONS H EXCEEDING F {C) FEET LY SYSTEM
EXCEEDING TY(Ntt (
+
�1 ly-
I JTufY11FA5ENEIJR,IC'
5' gIPAB'v I
&:Y9 _--•.� J
` f
BYCAYAAON
BY A REkSTEREO PROFESSIONAL ENGINEER. PROVIDED BY CONTRACTOR RESPONSIBLE FOR EHCAVATION,
NG
5. Ecop TENT AMC PRODUCTS OTHER THAN THOSE SPECtFIEO MAY BE USED PROVIDED APPROVAL HAS
BEEN OBTAINED FRW ME OWNER IN WRITING PRIOR TO ONOERINq OR INSTAUAMI- INE CONTRACTOR
STALL WAIVE ANY CLAN FOR ADDITIONAL COST RELATED TO ME SU85TITUTION OF AtiMR ATE EOIAPMENT.
THE COMP TION OF HE
SET OF DRAWINGS TO OWNER
A. DRAWINGS
6. DONIRACTOR SMALL CONCEALMENT.
TO OOF THEMENT. ORAIMNGS SHALL BE GIVEN NE THE OY'41£R UPON COMPLETION Oi 7NE
ALL RCT IN
PROJECT NiM A COPY OF THE TRANSAMTTAL LETTER TO THE ENPNFtlC
/
9.. LAM/ STORE ElATO 7 SLATED TO flCOHDI THAT ARE DAMAGED FARING CONSTRUCTION ME OWN SHALL KE
IB 1REIR HE DAM CO,YOI IiON OR TO THE SATISFACTION !K AIF 91MVER BY lHE
CONTR TE70R RESPONSIBLE
GaYTrsADTDR nESP(3YSIRLR Faa THE DAAtncE.
STRF V B+TM
03. SOIL UNDER BUIw1NOS AND PAYED AREAS SHALL BE COMPACTED TU STANDARD PROCTOR MAXIMUM DRY
�,eTROW, CE4T£BUN£
7
CENSIT`f OR AS RECOMMENDED NY INE GEOTECNNICAI ENGINEER.
' P QkVWR `" 1--
T Ar 4TATMk1 2410QPJ)� rte_ -
1H: 3Y �- _
9. IN€ CONTRACTOR SHALL NOTE MAT THE DRAWANGS MAY NOT VOW EVERY OFFSET. TRANSITION, FITTWC,
ETC. THAT MAY BE RECUIREO. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS
REOUIRED TO CLOSELY FOTLOW THE GRADES .ND AULxIs1FVJTS DEPICTED ON THE PLANS.
rr/
usNHc aTa6PwIY'�`�'��� r
J
IL«RM10 PUMP��
STA90N(fl"W U. Oftf ROM
ES:3181G VUU,, PC1E� •.. '`�'..
1nAnv uNc°Lt�
'AftAY c(Xivic16v TG
�.St4.'c ACCESS R9A0 ro
PUMP STATOR
F,pta= GF Pa•.
I
an
EXISTING URUTY POLE-?
IEIWINAI£O '
_
PUBLIC WORKS DRIVE--"
(60' ILRIYA;TE R/IT EASEMENT) I
(ASPHALT APPROX. 20' SYIUE) '
- ^I
• J
ioxcATRACTOR SHALL NOTIFY 'NORTH CAROLINA CNE CAI' (1-800-037-4949) AT LE45Y QA HWP,S
+
PRIOR TO BEGINNING (:d45TRUCRON DR EXGAVATIDH TC HAVE EXISTING UPUREE LCCAIFD. CCNIRACTOR TO
"NORM
FIISRNC Pgpp£R.sr�
FATS�Ea1ERn t
CONTACT ANY LOCAL UTIUTPES THAT RpgNOE THEIR OWN LOCA70R SERVICES INDEPENDENT OF
CAROLINA WE CALL`. REPORT ANv DISCREPANgES TO THE ENGINDEE2 IMMEDIATELY.
UN£
CONTRACTOR IS FOR COORDINATING ICF APPROPRIATE
ACTIVITIES WINONE
OR ANY RE EE
UTILITY COMPANIES FOR ANY REWIRED RELOCAlI)N (IF POWER POLES. TELEPHONE PEDESTALS, WATER
UT POWER
I
)!
METERS. ETC.).
11
ME SIMS U71UTIES S�10YN ARE BASED ON FIELD SURVEYS AND ME BEST AVATLAeLE RECORD ORAWNG4.
7 '
THE
BETWEEN IARCTUALL FIELD CONACTOR SHALL DI IFY TIONSVAN�I TICKS PLANSPSHALL BE REPORTED TO To 81 MEENENGINEER MM 1MAIELY1, S
15
13,PRIOR TO STARTING CONSTRUCTION, TIE GENERAL CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION
n
R R
CONFERENCE.
DIMENSIONS AND GRADES SHOWN ON ME PLANS SHALL BE HEED BY ME CONTRACTOR
1
f
PRIOR DIG WIN UG00N. CONTRACTOR SHALL NOTIFY THEISCR P
PRIOR
S GRA E ANY GISCRNO EXTR EXIST PRIOCOMPENSATION TO
FOR NECESSARY PLAN NR GRAVE CHANGES. NO EXTRA ARES 114OIN
SHAM BE PND TO CONTRACTOR FOR ANY VANYK DONE DUE TO OIME415tON5 OR GRADES "aYDI,N
SHALL BE AID TO CONTRACTOR
DIY OF MG 657
RB 946. PG OST
INCMRECTI-Y ON THESE PLANS IF SUCH NOTIFICATION '.-IAS NOT @FEN GIVEN.
PC D, RIE 905
PIN -007
1EMT SECTIONS SHALL BE CONFIRMED BY GEOTECHNICAL ENMINEER PRIOR TO BEGINNING
5.
ZONED G
VACANT LANDIOSE
CONSTRUCTION.
16. ALL UPUTIES ARE EO BE INSTALLED UMERCROUND.
3C' unDY FAffi]EHI
9B 530s, PC 31
17. SITE 'MLL BE SERVED BY PLJOUC WATER AND SEWER.
1& THIS SITE PLAN ]MUST FULLY OFMI WITH AVLfAPPUCASLE PROVISICYS OF THE U,C, DEVELOPMENT
(�W, MW EAs c`rE+t
359 Y, 428
ORDINANCE
' I 09
PC B, FUE TSA
]LAW XODIS& r0
I PUMP STAION
�" F.F`ST1HC UM,fT ME
uYurea --IAOrt"
9VTf
i
!
Q.
S� ; r'
9•
R�,*1j
a��
J `)EGA
'
5CJkB iUA1400 .
- 1'E � PRNdHY �r'r f0 `W 91 PAVEME 'r ��'JI
UIILIEY OUX
/ f
CII Hd,RO-e �v
0B 1. PO 301
' PCE BtE 080
P:N o9-399«002
Mj^�
SCOTT TECNN0.V`RES.'NC Imo,
9A 1,iw. PC 2N2 q,
PC 0. FBE MS
20XEL G -I
VACANT LMLO USE AO
- PIN 09 -349 -NPD
ZONED G-'.
., v _ CF5144G ASPYALI YAChNI LAHO USE *6
M,:Ji T
hVE
\ `-ERIST.NB 3G" PAS
X'-FjIWRG PROPORY AAv] pU1t£IT
.- ----- •-"� - xtE l M6 CMP CULVERT
'd En > P,4LuFNT I STATION : 19463w' GRAPHIC SCALE:
L UEACSH: 985' lINJ 5C 10 207
RECORD USA ',NC 1 9J,ET UAYAAm 832x5' _
N 4276. 16 76 CUTLET EIEVARON 83234'
` PC RE F
1. F 29 L inch - lO0 [L
01. UECODE
IUNEO FI
t
'INgIBTPoAL lAH9 VS£ T
Ut T1%l I::4y . u1

F V Y 1-.,L6R� 69
V ICIN t'lYMAP
i TQ f r
%� '•
I IDST IORR nYk1E WLE .- ..
I CREEK FISAI Y _
1
/ •
UNION COUNTY Nwc WORKS
DB S PU 4ffi
GSRA.DENG LEGEND
cm pF NC,yROE
Otl ZSB. PG 637
1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III RUNPORCED CONCRETE (ROP) UNLESS NOTED PU$UC WORKS LAND USE
L6UTS ✓Y PSTIJRBNKE
OMERWiSF,
J•
- VM..WT LAND USE
N, 2. ALL STORM ORAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE ,MM THE LATEST UNION COUNTY
I4
call
----'250- s Gar+rG,lR
f
3. ALL CONCRETE SHALL MEET A MiMmoM 3000 PSI COMPRESSIVE STRENGTH.
E%191RI4 Ul1urY POLE 1--
r
JJ I �'
I �..T
� �n�� !� ��
BaB '!'J'' 'S:l'.�` U`i.-.9 Cs`E:i
i I ,�;r
�'•(� qAM _
6+_'i KJ I
-ZJ3..-� OONIW P.
E ISnNG 5' CWIiDJP
J
6. ME INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOMEO TO
X.3
Kx%�FSCfi] I
-~1
HEA9WALL lUgNwxFAPIURE
1-�-i
_ ORE 1.
u5 f CONTOUR
C
i / .♦
IBEINO D�. TENDENCY TO FLOW OR BEHAVE IN P
E6cE a P,rwENT
-p SF UF_FUEAD
UNLIT, LYR
- 20NEO -I
LAMP u9E I I I 1
JNF A6E P 4AaR�
I -
6`T srt oR
�P T®FILE
_ ` PC 2B2
rj (A 1 I PC
3M ,TV
OF ots;Te08ANCE
:-� ••.
9. SACRNLUNG OF TRENCHES SHALL BE ACCOMPUSHFD IMMEDIATELY AFTER PIPE IS "0 ME FILL AROUND
',,
-aACNL r r
I I 1 I I_ J____J----J•`__-J___
J-_--- ___�. - - - •-------- --
1IDAH
LACE
_ _ . __ �5
- _- -- SF -I
0,9A1R6-!G` VACART LANU USE
9
EDGE OF PAVEMENT
!'
!
"' �..... 13r'�'•
.•
! •.
! ♦
p,�__�___., .�-__ _ _-
S VW 3A• E !1.29 'A5r1:ROAHtE 5 AS'3T'Nr E 965.39'
EXt5 l'NOASAT.
UYE W,IIO•nN -iRNt
...-�-1 '_' '
-- _ - _
a 9'
.+SE eVT.cpzl
- _- _ "`n"FA�y,uS.. E..+✓T ;
_
�
S f =Nv5. wGLL
-- SETBACK LINE
� STORM t)RnNdnOE
l SITE
/�O
`i"
I '\
'' .-.......
- - � !/. -
UNUt+ COJ.YIY
... - - W
�
- ��AR FE13aCY
_- _ r V}1llF E+F:uE^li
r Yf
1 � FJiUWAit SEC510N
F V Y 1-.,L6R� 69
V ICIN t'lYMAP
i TQ f r
x fi
JUNcnaN sox
a]x j do wP w_. -SITE -J +Eb
GRNxauT; ,RTPAss uLle IEXXST3NG LEGEND
A` 1r _ 'G. PO'NE,a ✓OLE
ILI
1.6Js / Mf. PHIP�RIY
FLLD1' UNE sa- STORM UR IkAGF
!�_:_j -LAKED END SECTION
nip
j. HUD----------- ®A ;_ � TS .°t�c[ FENCE IJNE
. FBI
.RUNO?F FROM N" -L GF4FRP4 VRLIC UTILITY EPSEUH
A4(UMOrENow g2ANAGE
d1_m 0) ----------- SANITARY SEWER EASE
-IFENF
NTS L 4'+ - dS wP W:-S.IE ~- J- �C f 7• I ..� CCODO !09&AP6�R&LLLO __-_--__------- 100' RD ?D BV,P-_R
L -. --.•---•----�- !' PCF SLE 55a __-____ UPLAND 7QNE BrTUNDARY
JfJ -�.�
ZCA
1! _ G_1 ^.-.-- J.... -T TORE Af NDUNDARY
i I I PRAWAfE RWA59 LINE : ++fes- RRUSIWAL IAxO us£ STREAM CENTERLINE
C 111++++++
> `� }ORAiHA� f AANTL (1) GrAlra£rt aDEwALN .! _ _ _ _ _
ADJAGLAI PROPER -Y LINEEx>snNc +RaaErrry Irl PRACT'[CB • e L2r~--Jrvn Fasew[Rr
UHE�- j'it IT \ f CGNGREIE 3111. Ix• M1 r ' ; 5 c0HFA4. .aJIkK _ W
RIG ­UF
.."Lr
6RAwncl('LHANHEL (RI sTTa6DAEs. 'J , GENERAL NOTES: gJXB AND ry.ITTUL
f
if a„ 1 ' ONCE85(ON o;
` STANDARD
-" TEST cf)IT:OH # THE N0001 sANO
EDT:: D- PJnfNCN= .s ' = B§ EIFcaTI UNLESS OMERM SPECIFIED 10 THIS AWAL
B P 3f 7 ALL WORN Al1P MATERIALS SHALL CONFORM TO ME LA
UA
H 657YRT E R;,98' f � I al1DDQ.J. BA ,' A / Q` T g^ - �f1 r Z N REINFORCED CONCRETE PIPE 1S A'10Ni0 4WTH ALLOWED IF 1! HA$ A COi FOR EATER H (602
rLvc , Z S LE 5E SPEQ 5 M
y" E STREET PALEMENT EXCEPT
TER THAN 460) SIXTY IhCM IH DIAMETER CULVERTS EDuu TO OR GREATER THAN ER
$tm M GAUGE cFOR METEn STEEL AL ALU MINUM PIPE IS
la NCRETE PouREo wvERT.
MINIMUM CAUCE FOR METAL PIP€ SHALL BE 1d GAUGE.
`~® _ - Ir • 's'{ ' v 1 S ALL STORM DRAINAGE PIPE OUTSIDE [HE STREET PAVEMENT SMALL BE REINFORCED CONCRETE PIPE,
/ RTF -� I 1
CORRUGATED METAL PIPE OR H1EYi OEIISTV POLYETHYLENE (HDPE) PIPE, AS APPROVED 8Y HTE CITY/WUNTY
- OTHER TYPE C PIP SHAtL E 'MnIWT APPROVAL CITY
x SfisU'69' E 12A.O�'. 1 I i ..:. J� m ALL %PES SHALL OF
LnK1 NITXBME BETS OR Gfl00tc UPGRADE DOME JOINT ENTIRELY
' 1 INTERLOCKING, f
•.- r, .:, i0 \� ! r DRAA%M.E wANNEL 13
~"-- CavCNFM S'kv_t r H E 1
H 96`J3_'R" E OST]' j - , •V N.. ALL COMMETE SHALL BE 3000 PSI. IN ORDER 10 USE PRE CAST STORM DRAINAGE STRUCTURE$ IN ANY
Y
'! .: gTHUD T5 .. ✓' L I+
•~� 1 t - � FFB BT'SU.uU. '! ' ,+: '' pfi f g � ' .` .� `F r STREET RIGHTS-OF-WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CIN/COUNTY (ENGINEER
BSI if, SUIi,Dt[Y' I+ �' \ 1.
t / II &ALL Hxr L -DENSITY POLTEMWFr1E PIPE SHALL BE CURRWCAIEU [KTERIOR/SMOOTH INTERIOR. CONFORM TO
If'TRE REAUIREHIENSS. # AA$HTO SPEUITCATION U294 `IXT DDRRMFdTED OLYETFIYLEkE PIPE AND SHALL
15' PEIWLRERl U'A'FA 1. A I REQUIRE COUPUNC BANDS AND nFHHGS
FDAALM 10A NNRE I I: ICT PAKSIEYI .� . �I,
SDKER LAxE I W n £ - 'i .) j a;pi'.Mfr ADERAUt TYP.'
1 ISI y • ,l, { '( Z" S. CONCRETE PIPE USED W1MIN THE STREET RIaHTrDF-WAY S'Aa 8E A MINIMUM OF CLASS HI RUIffORCEO
.C1...: wIKRE1F SDEn-U .... �., �=` O! CONCRETE RPE. vnn+ A MINIMUM OIAMEYFJI OF FIFTEEN (15) INCHES (EIGHTEEN (10) INCHES MINIMUM ON
Muxs IX' _ ` - MA NTENAN'C@ CROSS DRAIN GuLYERT$ OUTMAN IRE COUNTY}.
PSNRapf9cE , Ijl _ _ {
4� -sr t.c.e,n_a.s5c:1:a. - oRa +.✓:.va�nss Nr.E / .HUfllf[NG
C, ?�� rEe OF P0.MMEYf - k FFC = $29.60 ]. ME MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPUGT%OH$ FOR LESS MAN TWO {2)
♦
PC
20N[0 SF..: ♦x ' Ax f r 'E ,I ��IS' WNIHAL PIIBUL' FT'i`• # WILL BE REVIEWED :NDIWOUALLY
a
RE cLEnH
RESNEHnAL LAND USE ' '} _ :. - a a!' , VrY.w'.+ .L� I iy - 'JTIIIIY EVSEu@F AND
MOSTCONCRETE MORTAR JDIk}5 SHALL D UM.a FOR AMINOPORTIONS LL CONCRETE
U E PIPE$ MEROPIPE SS}1NLL
' -}I MOST
WHEN MORTAR IS APPLIED. LOWER POR OF i BEU. +"fl VE AI,L BE FRLED
mm2' ""+ _ _ E+KE'� P WITH Mo"' SUFFICIENT r0 BRN1C 7NE INNEE2 SVRfACE FLUSId ANQ EYcN VMF.ri THE NEXT JDD+7 IS FITTED
QRNHAEffi CLLNliDL (1) f °h' >r(S7 , - _ - - " -�� / - - EH70 PLACE. ME REMAINDER
OF THE UDENT SHALL TITER BE F0.LE0 NITM MCNTAR hN0 A DPAO OR RIHC SIF
60TIW RADTII: 7 f / f$4 - - dx9 - r b , _ f - MORTAR FORMED AROUND THE OUTS40E OT THE JOINY. THE ApPUGTIOY OF MORTM MAY BE DELAYED VNHL
QEPTR: 2' I '• 4 - f y - FILL IS COMPLETED 'MIEN THE PIPE IS LARGER THAN MIRrY (34) INCHES
SIDE 9.OPES 3:1- - 6s C":R4.- YES\ S .. I I. \\ i.
ff / n' �e e .... '. edr ♦ ✓..
ISIT SEALHCONFORMS TO AAS'TaSPECIFICATION M-198 FOP TYPE D FLE3161%
9.APREFORMEDTOMUSED
GASKES,
LIEU OF ME MORTAR JOINING MEMO.
f ♦ C451�9RdLtCc 10. COUPLING BANDS AND FiTHNGS SHALL BE USED T'QTf JOINING ALL HOPE RPE COUPLING BANGS SHAAk.
OLIVER AT LEAST ONE FULL
COG EACH DN EArsl SECTION OF RPE. CASKET COUPLING BANG$ ARE
�J •\,\• `:' hh,, '1 ]6 AC9 s S6f1REAN AaAue REQUIRED HEIlAEE19 ALL PIPE NNN75. ME CASKET SHALL BF. MME # 0.0SE0-CEIa SYNTH°TIC EXFANOEO
RUBBER MEEDNG ME REG WEIRENTS OF ASM O1Q5E, TPF 2. HE PIPE MAUFACTURER $HALL IN STALL
(( I
I •�� STPF'M' \ - __ ° ' f3)v. PULYERFS ,'� 049(STS OTI THE COUPLING BAND. AIA fAUPUNG BANGS SHALL MEET OR EY.CEEQ ME SOIL -TIGHTNESS
TIaV 4KUR =?G �, REDVIREMENT OF PASHTO ALL ONO SPECIFICATION
AA PCN FOR HIGHWAY BRIDGES, "w`CnQN 23, PARACRMtt
VRkRfSI �NC, - . /.. ' , . � �F
AT Sr _ _ _- 23:1.5.A(Ej. RIPERTnNGS $HALL OONFWiM rO A•55Hr0 M252 OR AA5f1T0 M29 d.
D6 4. F 5UU r srREMr cT71rG.mRe.� 1 ly r / TIL sz' r-- 1 .
RL` Q Fl6E 540 - ��-., - 1 -' � . . �' (�� 1 v lt. ME INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP Al1O SMOOTHED SO
2121120 sT-c ,r... ! . r+ -r� '_` 'r - $. t -. ^ l ; ✓ ' w.o-�,� �!'~ y
r l
REDDZONED LAUD Ug - ,,, �` .\ , Y AN ACCEPTABLE STANDARD USING MORTAR MIMED to MANUFACNflfR'S SPECIFICATIONS.
•SIMM, PROPERTY 12. ALL PIPES IN STORM GRAIN STRUCTURES SHALL BE FLOW YATM THE INSIDE WALL.
id. ATIY STORM GRAIN .' ✓, _ .- ''- 'mac `'�->` -'"' srA£AY, 14vrK y�A __ - - / �. J1SDYAR FASU1EH1i .r
LI-. r A LAKE AxC
��` W - �- / ' -''l - • .,`` - StiiV G_ttCeJh vrE _ _ _ 1 0 �.,. P CRAOE Al A Ill.)GMLAI OF J TO 1 IN ACCORDANCE "IN STANDARD DETRAINS SETFORTHIN' MANUAL INCHES IN HEIGHT MUST HAVE STEPS
11 / l Y9L�
`-` nil - ;' .�.,Zy6r'NC "Rp1'641T•J ��,- r �. '-�,' pp,;L (M.1� v f! ` I K. 14. ALL FRAMES. "�R0.TE5, RIHCS, COVERS, ETC.. MUS CONFORM TO TME STAND
ARQ$ SET FORTH IN THIS
.As =DTII: FAE,T Mu
r;/rZT' y (IAARJu.
R
DREDR 'rAI6IA- /' J/ ♦• f.� 15ALL GRADED CREEK BANKS D SLOP'S SMALL BE nl' A MA%,'.WM OF TWO (2) FEET HORIZONTAL TO ONE
A,p- rrr FOOT VERTICAL (2: I) AND NOT TO KCE''D 10•'Md1i0UT TETIRACINa
%� '•
I IDST IORR nYk1E WLE .- ..
I CREEK FISAI Y _
1
/ •
UNION COUNTY Nwc WORKS
DB S PU 4ffi
11
x fi
JUNcnaN sox
a]x j do wP w_. -SITE -J +Eb
GRNxauT; ,RTPAss uLle IEXXST3NG LEGEND
A` 1r _ 'G. PO'NE,a ✓OLE
ILI
1.6Js / Mf. PHIP�RIY
FLLD1' UNE sa- STORM UR IkAGF
!�_:_j -LAKED END SECTION
nip
j. HUD----------- ®A ;_ � TS .°t�c[ FENCE IJNE
. FBI
.RUNO?F FROM N" -L GF4FRP4 VRLIC UTILITY EPSEUH
A4(UMOrENow g2ANAGE
d1_m 0) ----------- SANITARY SEWER EASE
-IFENF
NTS L 4'+ - dS wP W:-S.IE ~- J- �C f 7• I ..� CCODO !09&AP6�R&LLLO __-_--__------- 100' RD ?D BV,P-_R
L -. --.•---•----�- !' PCF SLE 55a __-____ UPLAND 7QNE BrTUNDARY
JfJ -�.�
ZCA
1! _ G_1 ^.-.-- J.... -T TORE Af NDUNDARY
i I I PRAWAfE RWA59 LINE : ++fes- RRUSIWAL IAxO us£ STREAM CENTERLINE
C 111++++++
> `� }ORAiHA� f AANTL (1) GrAlra£rt aDEwALN .! _ _ _ _ _
ADJAGLAI PROPER -Y LINEEx>snNc +RaaErrry Irl PRACT'[CB • e L2r~--Jrvn Fasew[Rr
UHE�- j'it IT \ f CGNGREIE 3111. Ix• M1 r ' ; 5 c0HFA4. .aJIkK _ W
RIG ­UF
.."Lr
6RAwncl('LHANHEL (RI sTTa6DAEs. 'J , GENERAL NOTES: gJXB AND ry.ITTUL
f
if a„ 1 ' ONCE85(ON o;
` STANDARD
-" TEST cf)IT:OH # THE N0001 sANO
EDT:: D- PJnfNCN= .s ' = B§ EIFcaTI UNLESS OMERM SPECIFIED 10 THIS AWAL
B P 3f 7 ALL WORN Al1P MATERIALS SHALL CONFORM TO ME LA
UA
H 657YRT E R;,98' f � I al1DDQ.J. BA ,' A / Q` T g^ - �f1 r Z N REINFORCED CONCRETE PIPE 1S A'10Ni0 4WTH ALLOWED IF 1! HA$ A COi FOR EATER H (602
rLvc , Z S LE 5E SPEQ 5 M
y" E STREET PALEMENT EXCEPT
TER THAN 460) SIXTY IhCM IH DIAMETER CULVERTS EDuu TO OR GREATER THAN ER
$tm M GAUGE cFOR METEn STEEL AL ALU MINUM PIPE IS
la NCRETE PouREo wvERT.
MINIMUM CAUCE FOR METAL PIP€ SHALL BE 1d GAUGE.
`~® _ - Ir • 's'{ ' v 1 S ALL STORM DRAINAGE PIPE OUTSIDE [HE STREET PAVEMENT SMALL BE REINFORCED CONCRETE PIPE,
/ RTF -� I 1
CORRUGATED METAL PIPE OR H1EYi OEIISTV POLYETHYLENE (HDPE) PIPE, AS APPROVED 8Y HTE CITY/WUNTY
- OTHER TYPE C PIP SHAtL E 'MnIWT APPROVAL CITY
x SfisU'69' E 12A.O�'. 1 I i ..:. J� m ALL %PES SHALL OF
LnK1 NITXBME BETS OR Gfl00tc UPGRADE DOME JOINT ENTIRELY
' 1 INTERLOCKING, f
•.- r, .:, i0 \� ! r DRAA%M.E wANNEL 13
~"-- CavCNFM S'kv_t r H E 1
H 96`J3_'R" E OST]' j - , •V N.. ALL COMMETE SHALL BE 3000 PSI. IN ORDER 10 USE PRE CAST STORM DRAINAGE STRUCTURE$ IN ANY
Y
'! .: gTHUD T5 .. ✓' L I+
•~� 1 t - � FFB BT'SU.uU. '! ' ,+: '' pfi f g � ' .` .� `F r STREET RIGHTS-OF-WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CIN/COUNTY (ENGINEER
BSI if, SUIi,Dt[Y' I+ �' \ 1.
t / II &ALL Hxr L -DENSITY POLTEMWFr1E PIPE SHALL BE CURRWCAIEU [KTERIOR/SMOOTH INTERIOR. CONFORM TO
If'TRE REAUIREHIENSS. # AA$HTO SPEUITCATION U294 `IXT DDRRMFdTED OLYETFIYLEkE PIPE AND SHALL
15' PEIWLRERl U'A'FA 1. A I REQUIRE COUPUNC BANDS AND nFHHGS
FDAALM 10A NNRE I I: ICT PAKSIEYI .� . �I,
SDKER LAxE I W n £ - 'i .) j a;pi'.Mfr ADERAUt TYP.'
1 ISI y • ,l, { '( Z" S. CONCRETE PIPE USED W1MIN THE STREET RIaHTrDF-WAY S'Aa 8E A MINIMUM OF CLASS HI RUIffORCEO
.C1...: wIKRE1F SDEn-U .... �., �=` O! CONCRETE RPE. vnn+ A MINIMUM OIAMEYFJI OF FIFTEEN (15) INCHES (EIGHTEEN (10) INCHES MINIMUM ON
Muxs IX' _ ` - MA NTENAN'C@ CROSS DRAIN GuLYERT$ OUTMAN IRE COUNTY}.
PSNRapf9cE , Ijl _ _ {
4� -sr t.c.e,n_a.s5c:1:a. - oRa +.✓:.va�nss Nr.E / .HUfllf[NG
C, ?�� rEe OF P0.MMEYf - k FFC = $29.60 ]. ME MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPUGT%OH$ FOR LESS MAN TWO {2)
♦
PC
20N[0 SF..: ♦x ' Ax f r 'E ,I ��IS' WNIHAL PIIBUL' FT'i`• # WILL BE REVIEWED :NDIWOUALLY
a
RE cLEnH
RESNEHnAL LAND USE ' '} _ :. - a a!' , VrY.w'.+ .L� I iy - 'JTIIIIY EVSEu@F AND
MOSTCONCRETE MORTAR JDIk}5 SHALL D UM.a FOR AMINOPORTIONS LL CONCRETE
U E PIPE$ MEROPIPE SS}1NLL
' -}I MOST
WHEN MORTAR IS APPLIED. LOWER POR OF i BEU. +"fl VE AI,L BE FRLED
mm2' ""+ _ _ E+KE'� P WITH Mo"' SUFFICIENT r0 BRN1C 7NE INNEE2 SVRfACE FLUSId ANQ EYcN VMF.ri THE NEXT JDD+7 IS FITTED
QRNHAEffi CLLNliDL (1) f °h' >r(S7 , - _ - - " -�� / - - EH70 PLACE. ME REMAINDER
OF THE UDENT SHALL TITER BE F0.LE0 NITM MCNTAR hN0 A DPAO OR RIHC SIF
60TIW RADTII: 7 f / f$4 - - dx9 - r b , _ f - MORTAR FORMED AROUND THE OUTS40E OT THE JOINY. THE ApPUGTIOY OF MORTM MAY BE DELAYED VNHL
QEPTR: 2' I '• 4 - f y - FILL IS COMPLETED 'MIEN THE PIPE IS LARGER THAN MIRrY (34) INCHES
SIDE 9.OPES 3:1- - 6s C":R4.- YES\ S .. I I. \\ i.
ff / n' �e e .... '. edr ♦ ✓..
ISIT SEALHCONFORMS TO AAS'TaSPECIFICATION M-198 FOP TYPE D FLE3161%
9.APREFORMEDTOMUSED
GASKES,
LIEU OF ME MORTAR JOINING MEMO.
f ♦ C451�9RdLtCc 10. COUPLING BANDS AND FiTHNGS SHALL BE USED T'QTf JOINING ALL HOPE RPE COUPLING BANGS SHAAk.
OLIVER AT LEAST ONE FULL
COG EACH DN EArsl SECTION OF RPE. CASKET COUPLING BANG$ ARE
�J •\,\• `:' hh,, '1 ]6 AC9 s S6f1REAN AaAue REQUIRED HEIlAEE19 ALL PIPE NNN75. ME CASKET SHALL BF. MME # 0.0SE0-CEIa SYNTH°TIC EXFANOEO
RUBBER MEEDNG ME REG WEIRENTS OF ASM O1Q5E, TPF 2. HE PIPE MAUFACTURER $HALL IN STALL
(( I
I •�� STPF'M' \ - __ ° ' f3)v. PULYERFS ,'� 049(STS OTI THE COUPLING BAND. AIA fAUPUNG BANGS SHALL MEET OR EY.CEEQ ME SOIL -TIGHTNESS
TIaV 4KUR =?G �, REDVIREMENT OF PASHTO ALL ONO SPECIFICATION
AA PCN FOR HIGHWAY BRIDGES, "w`CnQN 23, PARACRMtt
VRkRfSI �NC, - . /.. ' , . � �F
AT Sr _ _ _- 23:1.5.A(Ej. RIPERTnNGS $HALL OONFWiM rO A•55Hr0 M252 OR AA5f1T0 M29 d.
D6 4. F 5UU r srREMr cT71rG.mRe.� 1 ly r / TIL sz' r-- 1 .
RL` Q Fl6E 540 - ��-., - 1 -' � . . �' (�� 1 v lt. ME INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP Al1O SMOOTHED SO
2121120 sT-c ,r... ! . r+ -r� '_` 'r - $. t -. ^ l ; ✓ ' w.o-�,� �!'~ y
r l
REDDZONED LAUD Ug - ,,, �` .\ , Y AN ACCEPTABLE STANDARD USING MORTAR MIMED to MANUFACNflfR'S SPECIFICATIONS.
•SIMM, PROPERTY 12. ALL PIPES IN STORM GRAIN STRUCTURES SHALL BE FLOW YATM THE INSIDE WALL.
id. ATIY STORM GRAIN .' ✓, _ .- ''- 'mac `'�->` -'"' srA£AY, 14vrK y�A __ - - / �. J1SDYAR FASU1EH1i .r
LI-. r A LAKE AxC
��` W - �- / ' -''l - • .,`` - StiiV G_ttCeJh vrE _ _ _ 1 0 �.,. P CRAOE Al A Ill.)GMLAI OF J TO 1 IN ACCORDANCE "IN STANDARD DETRAINS SETFORTHIN' MANUAL INCHES IN HEIGHT MUST HAVE STEPS
11 / l Y9L�
`-` nil - ;' .�.,Zy6r'NC "Rp1'641T•J ��,- r �. '-�,' pp,;L (M.1� v f! ` I K. 14. ALL FRAMES. "�R0.TE5, RIHCS, COVERS, ETC.. MUS CONFORM TO TME STAND
ARQ$ SET FORTH IN THIS
.As =DTII: FAE,T Mu
r;/rZT' y (IAARJu.
R
DREDR 'rAI6IA- /' J/ ♦• f.� 15ALL GRADED CREEK BANKS D SLOP'S SMALL BE nl' A MA%,'.WM OF TWO (2) FEET HORIZONTAL TO ONE
A,p- rrr FOOT VERTICAL (2: I) AND NOT TO KCE''D 10•'Md1i0UT TETIRACINa
f Jff
_ / / /
L' - T
%� '•
I IDST IORR nYk1E WLE .- ..
I CREEK FISAI Y _
1
/ •
UNION COUNTY Nwc WORKS
DB S PU 4ffi
STORM RA! G NO r PZ'a'm
p
cm pF NC,yROE
Otl ZSB. PG 637
1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III RUNPORCED CONCRETE (ROP) UNLESS NOTED PU$UC WORKS LAND USE
L6UTS ✓Y PSTIJRBNKE
OMERWiSF,
J•
- VM..WT LAND USE
N, 2. ALL STORM ORAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE ,MM THE LATEST UNION COUNTY
m m PU.P
_ ORT
8 STANDARDS
J ` 30' ITAY, rISFUE:O
j 'lkM unwamrrq aB exs,• w al
3. ALL CONCRETE SHALL MEET A MiMmoM 3000 PSI COMPRESSIVE STRENGTH.
E%191RI4 Ul1urY POLE 1--
p
C 4, ALL PIPE IN STORM. DRAIN 57RUCTURES SHALL RE STRUCK EVEN +MIH INSIDE WALL.
L
- 60' T. FF5&f4 U
5, ALL PIPE JOINTS SHALL BE MADE tWM PREFORMED JOINT SEALER, WHICH CONFORMS TO PASHTO
4AHEAD
CULL, IKE
d SPECLFICATM 1A-198 FOR TYPE 6 FLEXIBLE PLASTIC GASXETS UNLESS OTHERWISE NOTED.
PIPE HAS BEEN PLACED.
6. ME INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOMEO TO
AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S $PEOFkCAnDTNS.
EXISTING ACCi55 ROAD W
�iR9P STATIO4 '�
7. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER. WA$IE
CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE NATERIAI SAID MATERIAL SIAL. BE CAPABLE OF
ES,STING uRUT+'+u[
IBEINO D�. TENDENCY TO FLOW OR BEHAVE IN P
E6cE a P,rwENT
-p SF UF_FUEAD
UNLIT, LYR
PLASTICANHERUNDER ME TAMPINGBLOWS OR PROOF ROILING
B MATERIAL' DEEMED BY ME OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SMALL BE
E REMOVED AND REPLACED WIN SUITABLE MATERIAL
ORNNALPE AT MUMGOTI tX j
9. SACRNLUNG OF TRENCHES SHALL BE ACCOMPUSHFD IMMEDIATELY AFTER PIPE IS "0 ME FILL AROUND
UAAVAUC
z:
9_u'E 1Ji0 UMNIVM 3 BOTTW Wg1Y
'k STRG STDR SEAR P.M
ME PIPE SHALL BE THOROUGHLY COMPACTED TO SB7i OF ME MAXIMUM DRY DENSITY OBTAINABLE WIN
M£ STANDARD PROCTOR TEST. THE TOP EIGHT (5)INCHES SHALL BE COMPACTEDTO 100 PERCENT
4 -I�nl1 L
STANDARD PROCTOR.
a 10 UNDER 40 CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBAMFILLEO TRENCHES AFH7i PWE
HAS BEEN PLACED.
,. SCOTT TECHROLCO£5. INC
UR Id9O. rb EAE r
�U
11. IF ME USE OF WARBLE BOXES ARE ALLOWED AT MI5 SITE. ALL PENETRATIONS FOR STORM GBNNAGE P""
TOTAL DISTURBED
Must BE MADE WHTRN ME KNOCK -OUT PORTION OF ME BOX AND NOT AT ME CGRNERS WHERE ME
A4EA = A2.Sfi AC.
L -
STRUC JIlU_ iNTEGRPY MAY BE COMPROMISED.
-ow c
�. y 38"' U! PRYERS
t
Ea2SnxG nfi'✓'EiS -� 1 S10i GLLM7{TC SCALE
ROAD 10 6E !'-TCUP:. -WERT. \ T 'SIRGTM 5h3
IF9.vNz1F,9 1 • t. L
♦ 5 R TDP
INLET ELEYABCx
`
€.VSTJNG � - GF P, fYFNT
-
RECORD DSA. INC W L1 UESATIw 3923,'
1'-L�l51NU 5tV§MSEIL.JL I Laeb lO (L
ry TTI T 'sell 1
I. l TI RL\ D RL A P.
PUBLICWORKS
-uRAwnGE S"C` AI "Uluuu It,
THIS SITE IS DESIGNED TO BE A LOW IMPACT DEVELOPMENT.
iiU' f'1t1L'A"1'C R/IV ChS1;hfEN"C) 1 '.
( 1 AOM AND'AmuM Y JOTWN WO
-
O
. STCRMSEWER PIPIMG HAS SEEN LIMITED TO ONLY
CONTRACTOR SHALL NOTIFY "MC811" (811) OR !1-300-632-4949) AT
x
INCLUDE THE FOLLOWING:
-CULVERTS REWIREO TO BYPASS THE CHANMF_L FLOWS
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
BETHE PARKING FIELD
OR EXCAVATION TO HAVE. EXISTING UTILITIES LOCATED
INE
-OFF-SITE DRAINAGE BYPASS SE
NO CURB ANO CUTTER IS PROPOSED CN -SITE
5
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
f�., Gw
hang bgj0W.
-ON-SETE DRAINAGE WILL BE CAPTURED 4NTHTN THE
THEIR OVVN LOCATOR SERVICES INDEPENDENT OF "NC81 I'E�,,
FWOIEiw.'I
PROPQSED DRAINAGE SWfALE$ OR SHEET FLOW
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
Callbefore you dig,
DIRECTLY INTO THE STREAM BUFFER AREA
f Jff
_ / / /
L' - T
16. ALL BAp(FILL SHALL 8E NON-=Gl IN NATURE. FN..E FROM BOOM VEGETATIVE MATTER. WASTE,
SAID MATT SSIAU_ BE
INE OF INCBE
MAi£RIAL SIR DMER OBJEC110NA81.E
/.�' j "
�y-_ - t
' I$. D§ _moi
C0.457RUCTRIN FU AVE
SHAD. HAVE NO TENORN CY Ttl FLOW Oq BEHA•fE IN A PLASTIC
COMPACTED BT MECHANICAL MEANS ANAVE NO
-, y
MANNER UNDER ME TAMPING BLOWS OR PROOF RO}-UNC.
DEEMED BY ME ENGINEER AS UNSUIiA9LE FOR BACKFILL PURPOSES SMALL BE REMOVED AND
cm pF NC,yROE
Otl ZSB. PG 637
17. MATERIALS
REPLACED IMM SELEC• !SACKFUL. MATERIAL.
- 1 PC 0, %YLL 869
v AN DSI-369-DDY
rp°LC
18. BACKRILNG #TRENCHES SHALL BE ACCCMNOT 10 IMMEDIATELY AFTER THE PIPE IS LAID. ME FILL
IN NOT 10 EXCEED EIGHT (8) ...S, EACH LAYER SHALL BE
J•
- VM..WT LAND USE
AROUND 1}12 PIPE SHALL BE PLACED LAYERS
THOROUGHLY GOMPACTED TO 95K OF THE M"MUV DENSITY OBTNNABLE IRM lllE STANDARD PROCTOR TEST
m m PU.P
_ ORT
(A DENSITY # UOOR STANDARD PROCTOR 15 REUUIREO FOR ME TOP EIGHT (0) INCHES).
J ` 30' ITAY, rISFUE:O
j 'lkM unwamrrq aB exs,• w al
M COMPACTION RECIBREMENTS SMALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION MEM005.
E%191RI4 Ul1urY POLE 1--
EACH LAVER OF BACKFILL SHALL 8E PLALOOSEAN M�70UGH1.T' COMPACTED IN PLACE.
L
- 60' T. FF5&f4 U
20. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RM IN UNBACHFILLED TRENCHES AFTER THE
4AHEAD
CULL, IKE
OF 338 AT d7b
M B, elf 1y,
PIPE HAS BEEN PLACED.
MAW-, CIUNNECTION TO
'.fcJ,fE
EXISTING ACCi55 ROAD W
�iR9P STATIO4 '�
aLCESS 10
PUMP STA_
J/
_nSANO OULVEWT r
,,tII
ES,STING uRUT+'+u[
E6cE a P,rwENT
-p SF UF_FUEAD
UNLIT, LYR
X57. S
ORNNALPE AT MUMGOTI tX j
��j1✓��Y 1/�J/
UAAVAUC
z:
9_u'E 1Ji0 UMNIVM 3 BOTTW Wg1Y
'k STRG STDR SEAR P.M
mm.
4 -I�nl1 L
LIMITS M OIS,VAENNCF.
-&MSTYG PROPER:" /3CPN 6 0. T Rr:COA4
UxE 10 PLUSH
~ PTY 1X mmN. -
`•MSIMNG DYERNfAU' PG Z91
y OB 1149,
,. SCOTT TECHROLCO£5. INC
UR Id9O. rb EAE r
PC E. FLE T80
UTILITY UN ! f,
I PW OR -388-061
j F PO 0. FILE 153
✓ } PRN UP -M -M20
EaSPNG UIU 11 POLE �``!�}� VACANT LAND USE ZONED G -1l
\ P yEM ITS SLI VACANTKLD LAnV-1U9F 1
L -
EXISTING �Ra
T YC UTTER
-ow c
�. y 38"' U! PRYERS
t
Ea2SnxG nfi'✓'EiS -� 1 S10i GLLM7{TC SCALE
ROAD 10 6E !'-TCUP:. -WERT. \ T 'SIRGTM 5h3
IF9.vNz1F,9 1 • t. L
♦ 5 R TDP
INLET ELEYABCx
`
€.VSTJNG � - GF P, fYFNT
-
RECORD DSA. INC W L1 UESATIw 3923,'
1'-L�l51NU 5tV§MSEIL.JL I Laeb lO (L
ry TTI T 'sell 1
I. l TI RL\ D RL A P.
PUBLICWORKS
-uRAwnGE S"C` AI "Uluuu It,
OR 1276. PC Z6 T
PC J, FILE 2S PE t',,M
�Emy�xm
o9-ae9NG
iiU' f'1t1L'A"1'C R/IV ChS1;hfEN"C) 1 '.
( 1 AOM AND'AmuM Y JOTWN WO
ENR,�AL. IIID.)
O1 -I
1
USE
'e 5� U
W } c t):`.:.'I'L< i.c^ Uli.1"d:.: 6:5 ,ill'

9
4as
—
WIN= NUP
----------------------- ----------------
77
117 k -% 1k +dd,
,reALL
LD
1111111SBM"'
NTS IF
I
0
N- ljICE 11AF
WL -0 LVE
PT
RESTRDOMS AND
COMCMSIONS
EA 0 2- W�=C
S
�157'lr E RM! BASEBALL
m co. -mv"a C)
v
A
E IR�
14 25; �s;� am�rw -v
M msnFcA:FHLMZ;
aUILDING
Ilk
% untr
-n,
bi
Y,
nPT '"Y FP1�1�cc
T Ww swcf
IIJ
lo Wtfl-
DIM LAII)
-0 NAN
s13FIX f
�
U I 1 11 LJuPPPFF� I
LjuPKFTF� I
�14RM HOA ;1c
T S
c3 3330. a 33a 7-1 A. 3T�m
PIE 3
X
IT 5x-.-
----- ----- I --- - - - ---------�NV 31 u:&
alfmqwa:.
Xf *5 W D
TJTI1-rTY LEGEND
SA'a— sno —,Qu
SEWER C,EA-WT
S -VIER 1`10W "ECII01
ARRM
• WMEAUIE
WCP SERME JK
w."Ap, SEER
srJ ..R SER"C: a.c
EXI,STING LEGEND
!1i
oe :s.0. PG IF,
;D @ %:i G. @51 @,
@s
SA 5MU
@,l
S -
A � 1�?SEMI:A
MICE jcE
�LZ m
Z�m �-ia
•„•----_______-___.
Qo' RP -11.
-----------------
JM141) -101-4 DWO"',
ZWE ECU110AI"
- - - - - - - - --- - - - - j- - - - - - - - - - -
- - - - - - - - - - - - - -
-q.-Lp- .R
2e
O'L
- - -
S`
Y
3 43-32W E] �V
- - - - - - - - - - - - - - - -
rol. v N� M.,
SL TE
almmmf --
9
4as
—
WIN= NUP
----------------------- ----------------
77
117 k -% 1k +dd,
,reALL
LD
1111111SBM"'
NTS IF
I
0
N- ljICE 11AF
WL -0 LVE
PT
RESTRDOMS AND
COMCMSIONS
EA 0 2- W�=C
S
�157'lr E RM! BASEBALL
m co. -mv"a C)
v
A
E IR�
14 25; �s;� am�rw -v
M msnFcA:FHLMZ;
aUILDING
Ilk
% untr
-n,
bi
Y,
nPT '"Y FP1�1�cc
T Ww swcf
IIJ
lo Wtfl-
DIM LAII)
-0 NAN
s13FIX f
�
U I 1 11 LJuPPPFF� I
LjuPKFTF� I
�14RM HOA ;1c
T S
c3 3330. a 33a 7-1 A. 3T�m
PIE 3
X
IT 5x-.-
----- ----- I --- - - - ---------�NV 31 u:&
alfmqwa:.
Xf *5 W D
TJTI1-rTY LEGEND
SA'a— sno —,Qu
SEWER C,EA-WT
S -VIER 1`10W "ECII01
ARRM
• WMEAUIE
WCP SERME JK
w."Ap, SEER
srJ ..R SER"C: a.c
EXI,STING LEGEND
!1i
TE
Re
SA 5MU
S -
A � 1�?SEMI:A
MICE jcE
- - - - - - - - - -
•„•----_______-___.
Qo' RP -11.
-----------------
JM141) -101-4 DWO"',
ZWE ECU110AI"
5REAV OF l,PUNE
-q.-Lp- .R
O'L
Ap
rxam- uric w —I.,
MtITI mff c c=m jNt
0 M n 42a
Phi ft-mp-06
Yq D R-= rVv 4tw 5",� q. Uw ER. SSNM
mc 4:
-NG.F; J
Zll;,42 OT. IM Jl!R vil, Pc 3!
sane owaaEAn 1 --f w k/w
g? m . n m an w mmm
Ic w7
PC a. �U S.
.-Guy ro
PW
STA�W
r use
IM, ay
c
-E.SING 10' S -T111
o.E
wE-WM 4' OP -63M
IN)
N
N.:
4W'38
ns ml. P4 lo,
n E. Ra yau D. iT IM �4I
N -m -M
Z&IM G-.
imc, qsc s %N a6 Y39 CORD
zmc q-,
VSE 4y
%WM ..E # x, . tx"w
Ain .xi %AtX
CONTRACTOR SHALL NOTIFY 'NC81 I" �81 1) OR r -300-832-4949' AT w,
------
6 6N 'RAJ�HTC SCALE
LEAST 3 BULL ROSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION r
0 F KI X,
R XCAVA 71ON TO HAVE EXISTING LITtUTIES LOCATED EX1STh4G 1. \ m�
CONTRACTOR SHALL CONTACT ANY LOCAL. OTILITIE-S THAT PROVIDE
I'll.
T11CIR OWN LOCA.TOP SERVICES INDEPENDENT OF 'NC8 Know whays below, FT'Ujr, WORKS DRI%'E---
I r NT -INT I
REPORT ANY D�SCREP4,NC E (60' PRIVATE R/1v RAS
S TO THE ENGINEER IMMEDIATELY Call More you dig.

nle
_
PHIL i dI1GC�"r � r;�I I..
? - Y! ..Sarxi^ _ •' if_SS4-mtf5r ...� .-.L .a - �aiHL _ ,..
lint' PL:LdL11•
- • , ". .,,.: , ,; /� .cF .. ��aH. mew -. I
- ,�� /��'�° Ili.. Csr,. ,. _ ... _ i •
r
3
4osWm" ��Ea _ f'113FIWORKS RIVE
C
`•.��4 !- _ _--�• ..._.mom _;: \ j/%1/ ! Icn R 15 FOSE,-'IC:.-•-!I
=Scr.•swrxwef -coa c'. r. 1,
xµ0 lura 'F -. 1 n_YtWlYtcr, et Nt >; '-rtME'�' >rn\� _.. \ �` \ \.i ' /. ]SB�G ib H�V•R'7:'�:I EL
G1
5T Ttks 0 OS.9S' 1
'.Yhrar; fHRxA� ti + Ev£Hr LWCM 30,9' \ - R5 C CL£3.�
:NiFf .'�Anml , e31aY p 's�
WrlYi 0.fvxiW 6JL34'Pr eN, u4I �{Y (�.� '. \,1•. a (�'x P':
In
7f� 4EP ICRR"I C
Is E_ 1 f
SITE LEGEND - - - - - - EXISTING LEGEND - - - - - - - - - - - - - _ - -
CURB TRANSITGN
...... CURO AND WTTER
— CEI47ERUN€ 1'i- OVERHEAD UTIUTV
I DRIVEWAY ENTrrAHFE 037617, POLE I+ :C' •I ,rf 4^kRi1t A0 fnur.
WATER VJWL�L
ASPHALT I'AruETrT yl ELECTRIC P004 I10s'
UNION WONIY
_- PROPERTY UNE SANITARY SEWER MANHOLE O9 rvORM�
.136. P6 420
/ PL �-399-OOG
0. TE }S4
LINE
RIGHT-OF-WAY SANITARY SEMEN
ri ARED EVD SECTION
LOT UNE `.. S18RM ORAINASE t' U,45 SO' VMITI .r IYr,yn _ / ,� f-i+RMAAGE SMA:F
09 9]S:. PO 1% R' NIe MIP/ IX
EASEWENr UNE £pE ANC W!M er
r' sprruu aoG
.-. ---- — -- NICHT-OF-NAY EASSMEHT UNE L. SING ASOMA^_T �n3rrn[G '10' SuaPM' 4�y,i
3CONTGOR °A"E?IT SM'iP wx[ n J-2bs --t' :nY�4' a0 rri A5EYF : 0€
BOSTNC h, �- 4YC n 9..r_... 'SA
—51 -- •• OONTOOi, - -. L• _ ____ -ASPNG 3' 'CONTOUR
_- lh. EmsTilic I'GONrGOR
T)RTVF.WAV %N'TSRANC'`_F
vv Il-.. I— IO+Vie 16Y•UU IG+-Ol1
CR r'IiIL- sraL€
+c
I inch 40 St
ANTHONY
BOY 77224
vc P,8271
croePnlir, c
I!i TEE JOHN R.McADANS
34885omgd0 W.y
1
Cti:uio�e crtz Crotm
Mda--m
JJiGCR'SS�0k050-00Pi
R
SAW
' 40'
F�...i�
I=-zz-rs
I__Ir-rte_.
P, ID.EV ��:'- -}-- , -! ---- +-------�---- - - F-
I
f
MS}T�AV r0a T0. SUM
� .__�.-_._'e"'_I__"-���T.63''i , � I I, � � '6yCR-----_.-•---F._ ..� �,-,._i. '-- 7 I ' _ — -
T J
NIO CO UI��Y
UNION -�
ATH.EnCOMPLEX
P��NiWS
k-1c��tzorT�,
CDPIVIEA.ADAms!l-19335F
UNION (100IY,NORII CAROLINA
t
- L
I �
—
r L
�--� --i-----------T'-�-- I --r- - '-- - -
630
ITr-`-
4..
•-.
62
I i I _
on
4 -
6t5�5--
vv Il-.. I— IO+Vie 16Y•UU IG+-Ol1
CR r'IiIL- sraL€
+c
I inch 40 St
ANTHONY
BOY 77224
vc P,8271
croePnlir, c
I!i TEE JOHN R.McADANS
34885omgd0 W.y
1
Cti:uio�e crtz Crotm
Mda--m
JJiGCR'SS�0k050-00Pi
R
SAW
' 40'
F�...i�
I=-zz-rs
PLAN PROFILEhlY
DRIVW4YFNTRNCE, SC. 9�50IHRu sm 16+59
NIO CO UI��Y
UNION -�
ATH.EnCOMPLEX
P��NiWS
k-1c��tzorT�,
CDPIVIEA.ADAms!l-19335F
UNION (100IY,NORII CAROLINA

ti
UNE
00 M K 128
S�'L Cm�
R9 L rc
AQN
7
T�
S.uXx
0 ONE 535� 3- ; T Ix 11-
ZM.' 10 -11FIA,
LEWtl 11E J -87.
---EF w 0 1.1t
SITE LEGEND EXISTING LEGEND
=7= cm TNANmnoN '*R8 AMD DOTTER
OVERHEAD UTILITY
10, unuw0.z
DRIVEWAY ENTRANCE -1. �� VA46E DME 7Z PL
A59KAU PAVEMENT 17 FILEC7RIC UOY 0. F.LE m
09 969'007
PROPERTY U14E swrAP, SEWER 11 -HOLE
RjWr_oF_WAL' ONE.. SANITARY SEW
FLARED END SEUnD&
Loll ONE ="ll DR�.A.
- - - - - - - EASEMENT LODE
- - - RJGHT_07-MAY EASWENT ONE EMnNG ASPHALT
—250— s co.Tom PkVE.%V4T GRAPHIC SCALE
—261— " Clo"TOUR 15 WSPHO 5' CmTDbR +C 3C sU it9
2' 1 inch 40 (L
Emmmu i, MITOUR
640
630
620
610
505
16+50
A
Ix
<
�A= 17' ON MW 00e WEY'Rr
xmmm JZ
ws OC+N Hop PIK EU:'/ Ift 22 i5
UPSTREAM IMNO =.I 0XIA7M dMW
VISTRE- ME VVER, mvE no - 6T7w
DIRMSn1EA4! TOF OF ME E AIDN 621.05'
COW45TREAa NJw9 CkV. FEVAR4V . 021.+0'
OD-SlAc- ME i.V T REVvw .16-
— Z- - - -e' 31+IxAMF
Y'7
TG'a7 acT gJLVENi PIC m&--;"
..R, AT slAvft llo7
I-1
"Rc Vr -z
3y ADIlfBL Ml-�'
UFSTRGW TOP OF BU ULVER7 ELEVATION - 022.75
LPSTREAV 0490E GTOJVl ]kVA nO - 621.75'
o,STI V ZMe. Wtlau CLVAflOw . 13.75'
.1 smEA. wa uEkT occm - !.w
upsTRE. .. cuLlml NwA. ELE Rw . 610 T6'
DO7AVSJAEAN TOR OF WX WLVERI D.EVAIM - 6722)'
a �s.� Wc a.. UNAPON - 821.w
.o -s sm� wMM nEvA� - 41E.I.0r
C o�*TREAu uox CVL�l �' . ,.,w
.STNEM EMUMMENT DEPT - 1,00
SCAiE
17':.00 la+oo lg+cKj - -- 20+00 yl+uu %_,+w ej-xJ 41--- 1-
6m
620
'T.7, sok ='ER,
—4- —
THE JOHN F- MCADAMS
Toringdon WaynIL=CCOMPLXAMY
W
Swt.
ci-o.' North 110
livat 29277
License Na.: C-0293
t8M) 733 -SW - McAd�C,,.=q
McIAD,Aums
w- w
PM/ nO,: - 142W
21
S%U� 21
"WE —11
1—sureA. '.seE
621.20
I EXIIIq 021,111
g Plm Wm#
YJURT Barg
-4—
T
� lsv&,ER1
ELE'"N $1 R,1a,
=
610
-7'
L
7
-4-
II
7
/r a AM
-7
CLUA"R
woft-
7
guL'ER'
7X
ivMPTE.
-4-
7--
+
7--
17':.00 la+oo lg+cKj - -- 20+00 yl+uu %_,+w ej-xJ 41--- 1-
6m
620
'T.7, sok ='ER,
eas
REVISIONS;
om"ER:
ANTROKYPO
BOX 77224
L011 �71
THE JOHN F- MCADAMS
Toringdon WaynIL=CCOMPLXAMY
W
Swt.
ci-o.' North 110
livat 29277
License Na.: C-0293
t8M) 733 -SW - McAd�C,,.=q
McIAD,Aums
w- w
PM/ nO,: - 142W
I jcrexm .. wo.
"WE —11
1—sureA. '.seE
621.20
I EXIIIq 021,111
g Plm Wm#
YJURT Barg
� lsv&,ER1
ELE'"N $1 R,1a,
=
610
eas
REVISIONS;
om"ER:
ANTROKYPO
BOX 77224
L011 �71
THE JOHN F- MCADAMS
Toringdon WaynIL=CCOMPLXAMY
W
Swt.
ci-o.' North 110
livat 29277
License Na.: C-0293
t8M) 733 -SW - McAd�C,,.=q
McIAD,Aums
kRo.Jmae e.
.4e. 4 —1
��L
0,35747
,1 -2z -t6 . 4
LAN & RROFILE
1M36
DRIVEWAY ENMAVCE, STA- 16+50 THRU STA. 26+00
UNION COUNlY
PRELIMINARY DRAWINGS
PUBLIC WORKS DRTI/M
UNION COUNTY. fORTHCAROLXM
P-�2
MCAoAms
YJURT Barg

21
fill g I
PROJECT SITE = ± 50.3 ACRES
' o�
z�
INTERMITTENT STREAM ± 193.08 LFx
� PERENNIAL STREAM = ± 2,083.05 LF
TOTAL STREAMS = ± 2,276.13 LF
V%
'1
NOTES Q
1) WETLAND DELINEATION FIELD WORK COMPLETED 10/27/15. � Q
2) CATAWBA RIVER BASIN; 12 -DIGIT HUC: 030501030202.
� U
3) STREAMS ARE UNNAMED TRIBUTARIES TO EAST FORK
1 � TWELVE MILE CREEK.
v
4) NCDWR STREAM INDEX NUMBER 11-138-2;
y .\ ti^ ,. i ,� 'i• X� y!`� \r STREAM CLASSIFICATION "C"
ISSUED JURISDICTIONAL DETERMINATION (ACTION !D.
,��
t 5) USAGE
• SAW -2016-00076) ON APRIL 18, 2016.
_ 11,;1111 R,
_ 1
PROJECT SITE
FLOODPLAIN Z
0
STREAM C; INTERMITTENT;
193.08 FT ' j • D C� _
h W
z000
STREAM A; PERENNIAL;
2,083.05 FT Ws t e a -;` ' �r� qQ�// �Or
STREAM IMPACTS S 1
Z
0.1
. _, r_ '.• y f� PERMANENT STREAM IMPACTS (CULVERTS): TOTAL 32 LF
y, a
IIt1111111111I1I11I11n111111111111111111 PERMANENT STREAM IMPACTS (DISSIPATOR PAD): TOTAL 35 LF o
_ y' • - TEMPORARY STREAM IMPACTS: TOTAL 35 LF
"mag. rwn!�us
. TOTAL STREAM IMPACTS = 102 LF
n ;
C7 N 7C 0 p
O
o p I
N to00
Q II
Q Q I
N r GRAPHIC SCALE
300 0 150 300 600 z
f �
V U
1-
- I inch = 300 ft a u
r
11 MCADAMS

TEMPORARY STREAM IMPACT;
17 LF
PERMANENT STREAM IMPACT
(CULVERTS); 32 LF
PERMANENT STREAM IMPACT
(DISSIPATOR PAD); 35 LF
TEMPORARY STREAM (MPACT;
18 LF
STREAM IMPACTS (S 1
PERMANENT STREAM IMPACTS (CULVERTS): TOTAL 32 LF
111tiII111111iltllllllllil[llit[luI111111 PERMANENT STREAM IMPACTS (DISSIPATOR PAD): TOTAL 35 LF
TEMPORARY STREAM IMPACTS: TOTAL 35 LF
TOTAL STREAM WPACTS = 102 LF
LEGEND
PROJECT SITE = + 50.3 ACRES
INTERMITTENT STREAM = ± 193.08 LF
PERENNIAL STREAM = ± 2,083.05 LF
TOTAL STREAMS = + 2,276.13 LF
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
L LJ
PROJECT 'NO. UAC -15000 T NION ATHLEMC CLUB ,
FILENAME' UAC15000X • 00-0
a — Pl ECO SI nV �1V ON( 1 FIV CATIO 2905 Mmldlan Parkway
at
SCALE: 1 rr = rJp" - - Durham, North Catalina 27713
INSET 1 — STREAM IMPACT (Sl) tom, No.: C-om rom
°' DATE: 11---08-16 MONROE, UNION COUNTY, NORTH CAROLINA MCADAMS