SW3130303_Recorded Document_20241002

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,.. r i DWQ USE ONLY
at Received Fee Paid Permit Number
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Applicab R es: ❑Coastal SW-1995 ❑Coastal SW-2008 IZETh II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑Other WQ Mgmt Plan:
RECEIVED "Y
Cl>.1 State of North Carolina QUALITY
N Cam DIVISION OF WATER
\ Department of Environment and Natural Resources MAR 1 4 2��3
��l-) k C,�', 4,. f•- Division of Water Quality
S,INF'SECTION ICI
1'4 X nrnr,nt •
' STORMWATER MANAGEMENT PERMIT APPLICATION FORMI!"LE h§2 ='(*EIOFFICE
' V) This form may be photocopied for use as an original DIVISION Or WATER DUALITY
I. GENERAL INFORMATION MAY 1 0 2013
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name,on plans,iON
specifications,letters,operation and maintenance agreements,etc.): MOORESVILLE REGIONAL OFFIC
Kingdom Hall of Iehovahs Witnesses Phase 1-Union County
2. Location of Project(street address):
•
6723 Secrest Shortcut Road
City:Indian Trail County:Union Zip:28709
3. Directions to project(from nearest major intersection):
From intersection of Secrest Shortcut Road (SR 1501)and Faith Church Road(SR 1518),go 0.5 miles southeast
on Secrest Shortcut Road.Property is on Right
4. Latitude:35°5' 8" N Longitude:80°37'17" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): New ['Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date(if known) ,and the status of
construction: ❑Not Started ['Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application,list the stormwater project number, if
assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
[LAMA Major ®Sedimentation/Erosion Control: ac of Disturbed Area
ENPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, e t, i JrM9t uuriber,'
issue date and the type of each permit: r .1 ^". i
SF
5. Is the project located within 5 miles of a public airport? ' No ❑Y
If yes, see S.L.2012-200, Part VI:http://portal.ncdenr.or web w w st ules-:Iasys
ry
Wetlands' SZi !r.nic,Branch
•
Form S WU-l 0I Version 06Aug2012 Page 1 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title(specifically the developer,property owner, lessee,
designated government official,individual,etc. who owns the project):
Applicant/Organization:Indian Trail Congregation of lehovah's Witnesses
Signing Official&Title:Biliy R. Houston,Trustee
b.Contact information for person listed in item la above:
Street Address:232 Thompson Court
City:Indian Trail State:NC Zip:28079
Mailing Address(if applicable):
City:_ State: Zip:
Phone: (704 ) 576-8358 Fax: ( )
Email:
c.Please check the appropriate box.The applicant listed above is:
❑The property owner(Skip to Contact Information,item 3a)
❑Lessee"`(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑ Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
®Developer*(Complete Contact Information, item 2a and 2b below.)
2.a.Print Property Owner's name and title below, if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Indian Trail Congregation of lehovah's Witnesses
Signing Official&Title:Billy R houston,Michjael Kessler,and Clifton A.Harris(Trustees)
b.Contact information for person listed in item 2a above:
Street Address:232 Thompson Court
City:Indian Trail State:NC Zip:28079
Mailing Address(if applicable):
City: State: Zip:
Phone: (704 ) 576-8358 Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:NCRBC#4
Signing Official&Title:Bruce Prince/Project Coordinator
b.Contact information for person listed in item 3a above:
Mailing Address:8320 Holbrook Square
City:Charlotte State:NC Zip:28216
— Phone: (704 ) 201-6474 Fax: ( )
Email:[e-mail]
4. Local jurisdiction for building permits:Union County,NC
Point of Contact: _ Phone#: ( )
Form SWU-l0l Version 06Aug20 12 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be directed to one of two proposed BMPs-a wet pond or a constructed wetland
2.a.If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑Coastal SW-1995 ® Ph II-Post Construction
3. Stormwater runoff from this project drains to the Yadkin River basin.
4. Total Property Area: 5.65 acres 5. Total Coastal Wetlands Area:0 acres
6. TotaI Surface Water Area:0 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+: 5.65 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MHW)line. The resultant project area is used to
calculate overall percent built upon area (BETA). Non-coastal wetlands landward of the NHW(or MHW)line may
be included in the total project area.
8. Project percent of impervious area:(Total Impervious Area/ Total Project Area)X 100 =41.77 90
9. How many drainage areas does the project have?3(For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area—
Receiving Stream Name North Fork North Fork North Fork
Crooked Crooked Crooked
Creek Creek Creek
Stream Class * C C C
Stream Index Number* 13-17-20-1 13-17-20-1 13-17-20-1
Total Drainage Area (sf) 113,256 71,874 60,984
On-site Drainage Area(sf) 113,256 71,874 60,984
Off-site Drainage Area (sf) 0 0 0
Proposed Impervious Area"*(sf) 72,914 28,705 0
% Impervious Area**(total) 64.38 39.94
Impervious**Surface Area Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area_
On-site Buildings/Lots(sf) 1412 4128 0
On-site Streets (sf) 0 15813 0
On-site Parking (sf) 43345 0 0
On-site Sidewalks (sf) 1547 1801 0
Other on-site (sf) 0 0 0
Future(sf) 24400 6963 0
Off-site (sf) 0 0 0
Existing BUA***(sf) 2210 0 0
Total (sf): 72914 28705 0
* Stream Class and Index Number can be determined at: http.//portal.ncdenr.org/web/iaq/ps/csu/classilcations
Form S WU-101 Version 06Aug2012 Page 3 of 6

*` Impervious area is defined as the built upon area including, but not limited to, buildings, roads,parking areas,
sidewalks,gravel areas, etc.
"""Report only that amount of existing BUA that will remain after development. Do not report any existing BLIA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation. n/a
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portai.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the followin&reQuired information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. pM
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s)(sealed,signed and dated)and O&M 1 M
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDI;NR. (For an Express review,refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information,item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the 1)071
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1/2
mile radius on the map.
7. Sealed,signed and dated calculations (one copy). [�
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,&dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours,spot elevations,finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
Form SWU-l01 Version 06Aug2012 Page 4 of 6

m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage(including off-site), drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans, not as a separate document).
p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: q 7 Z 6 Page No: y 51
11. For corporations and limited liability corporations(LLC): Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information, item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretarY.state.nc.us/Corporations/CSearchaspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://oortal.ncdenr.org/web/wq/ws/su/statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Hunn ter C.Freeman,PE
Consulting Firm:Wither &Ravenel
Mailing Address:111 MacKenan Drive
City:Cary State:NC Zip:27511
Phone: (919 ) 469-3340 Fax: (919 1 467-6008
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person Iisted in Contact Information, item 2a)g;11 t}au.54-0g ,certify that I
own the property identified in this permit application,and thus give permission to (print or type name of person
listed in Contact Information, item la) !en llicek sgricC /enMCe._ with (print or type name of organization listed in
Contact Information, item la) Fen-facek 612tk1 I.M x.ti to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form S WU-101 Version 06Aug20 I 2 Page 5 of 6

__ As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information, item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner,it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Ad), Ihri)- / Date:. /y I S
I, ` i 7,0.6044, A.WFmca.,11 ,a Notary Public for the State of t o2M, CaccA;rIO. ,County of
(fir„o Y\ ,do hereby certify that t H U.STo J personally appeared
before me this I-May of , 2p I'3,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, �/ J
"15 , SEAL •
S.
My commission expires _ r1 P ,40,
l S
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la)torrfarrk & 'E $ � u/
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater/ rules under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: F�-G�+ cAvi44 Date: a ' 7`0
I, i 7 b e A P -r,a V-1 .a Notary Public for the State of t02Ak-, Ca.0;IA0..County of
un'o r. ,µ� ,do hereby certify that �► \\ -kc?t r- r personally appeared
before me this I1 aay of b fuck,cy , Zo 13 ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, „C":2
= SEAL
i4c TARP
My commission expires,I un e d 3, o2O/6
•
-441:441,44gro,
Form SWU-10l Version 06Aug2012 Page 6 of 6

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1 i� ' BUILDING FUND 1055 {{! ,t
2249 SHUMARD CIRCLE CARE OF WALTER COSTENBADER �� i Z,.-/ 66-731531 h'
i INDIAN TRAIL, NC 28079 Date_ 42 4I I
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eDENR
North Carolina Department of Environment and Natural.Resources
Division of Water Quality
Pat McCrory Charles Wakild, P.E. John E. Skvarla, Ill
Governor Director Secretary
May 2, 2013
RECEIVED
Mr. Billy R. Houston DIVISION Ov WATER QUALITY
Indian Trail Congregation of Jehovah's Witnesses
232 Thompson Court MAY 1 0 2013
Indian Trail, North Carolina 28079
• :;uJr
Subject: Stormwater Permit No.SW3130303 MOOR>:5ViLLE REGIONAL OFFIC
Kingdom Hall of Jehovah's Witnesses Phase 1—Indian Trail
High Density Wetland and Wet Detention Project
Union County
Dear Mr. Houston:
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Kingdom of jehovah's Witnesses Phase 1 on April 23, 2013. Staff review of the plans and specifications has
determined that the project, as proposed,will comply with the Stormwater Regulations set forth in Title 15A
NCAC 02H.1000. We are forwarding Permit No. SW3130303,dated May 2, 2013,for the construction,
operation and maintenance of the subject project and the stormwater BMPs.
This permit shall be effective from the date of issuance until May 2, 2021, and shall be subject to the conditions
and limitations as specified therein,and does not supersede any other agency permit that may be required.
Please pay special attention to the conditions listed in this permit regarding the Operation and Maintenance of
the BMP(s), recordation of deed restrictions, procedures for changes of ownership, transferring the permit,
and renewing the permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system,to record deed restrictions,to follow the procedures for transfer of the
. permit, or to renew the permit,will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable,you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (0AH).
The written petition must conform to Chapter 150B of the North Carolina General Statutes. Per NCGS 143-
215(e) the petition must be filed with the OAH within thirty (30).days of receipt of this permit.You should
contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the
filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714,or via telephone at 919-431-3000, or visit
their website at www.NCOAH.com.Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Mooresville Regional Office. If you have any questions,or need additional
information concerning this matter, please contact Bill Diuguid at(919)807-6369; or [e-mail].
Sincerely,
William H. Diuguid, AICP
for Charles Wakild, PE, Director
Wetlands and Stormwater Branch One
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 No hCarolina
Location:512 N.Salisbury St.Raleigh,North Carolina 27604
Phone:[phone] FAX:[phone] Naturally
Internet:www.ncwaterquality.org
An Equal Opportunity Affirmative Action Employer

•
Mr. Billy R. Houston,Trustee
SW3130303 — Kingdom of Jehovah's Witnesses--Phase 1 State Stormwater Permit, Indian Trail, Union County
May 2, 2013 i.
cc: SW3130303 File: Kingdom Hall of Jehovah's Witnesses Phase 1 Indian Trail, Union County
ec: Michael Parker, NC DENR DWQ Surface Water Protection, Mooresville Regional Office
Jennifer C. Diaz, P.E.,Withers&Ravenel
Hunter C. Freeman, P.E.,Withers&Ravenel
•
Page 2 of 2

State Stormwater Permit
Permit No.SW3130303
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT -
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Indian Trail Congregation of Jehovah's Witnesses •
Kingdom Hall of Jehovah's Witnesses Phase 1
6723 Secrest Shortcut Road, Indian Trail, Union County
FOR THE
construction, operation and maintenance of one stormwater wetlands and one wet
detention pond in compliance with the provisions of 15A NCAC 02H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until May 2, 2021, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 101,494.60 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated in Section 1.7
of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans. •
5. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built-upon areas associated with this project 'shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 1 of 6

State Stormwater Permit
Permit No.SW3130303
7. The following design criteria have been provided in the stormwater wetlands and
wet detention BMPs and must be maintained at design cordition:
Wetlands Wet DetentionPond
a. Drainage Area, acres: 1.65 2.60
Onsite, ft : 71,874 113,256
Offsite, ft2: 0 0
b. Total Imperious Surfaces, ft2: 28,749.6 72,745
Onsite fit`,„• 28,749.6 72,745
Offsite, ft': 0 0
c. Design Storm, inches: 1.0 1.0
d. Ponding Depth, feet: 0.84 1.0
e. Permitted Storage Volume ft3: 3,267 at temp. pool 7,845 at temp. pool
f. Permanent pool Volume, fr: 14,848
g. Forebay Volume, ft : 2,927
h. TSS efficiency: 90%
i. Elevations, FMSL:
Temporary Pool: 627.04 626.50
Permanent Pool: 626.50 625.50
Shallow Water Bottom: 626.00
Deep Pool Bottom: 624.50
j. Surface Areas, ft :
Total: 5,300.00 8,786
Shallow Land: 2,118.00
Shallow Water: 2,139.00
Forebay Deep Pool: 775.00
Non-Forebay Deep Pool: 268.00 •
k. Controlling Orifice: 1.0"O pipe 1.5"O pipe
1. Receiving Stream/River Basin: North Fork Crooked Creek / Yadkin
m. Stream index Number: 13-17-20-1
n. Classification of Water Body: "C
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections.(every 6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet.structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 2 of 6

State Stormwater Permit
Permit No,SW3130303
5. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate •
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Page 3 of 6

State Stormwater Permit
Permit No.SW31 30303
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10.The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11.The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12.The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 2nd day of May, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
William H. Diuguid, AIC
Wr‘A-4
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No.SW3130303
Kingdom Hall of Jehovah's Witnesses Phase 1
Stormwater Permit No. SW3130303
Union County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/
full time) the construction of the project,
Kingdom Hall of Jehovah's Witnesses Phase 1--Indian Trail, Union County
(Project)
• for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
•
SEAL
• Signature •
Registration Number
Date
Page 5 of 6

.
State Stormwater Permit
Permit No.SW3130303
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
_4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than shown on the approved plans.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system. •
11. The permitted amounts of surface area and volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as deep pools, shallow
water area, shallow land area, forebay, and vegetation.
15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: DWQ — Mooresville Regional Office
Surface Water Protection
610 East Center Avenue, Suite 301
Mooresville, NC 28115
cc: Building Inspections — Union County
Page 6 of 6

..........:.. ___ .._._,. —_ fly c1� 2 f P7oX(r� V'✓3 i.�(} C
CONSTRUCTION PLANS
HALL
KINGDOM
OF JEHovAHIs WITNESSES - PHASE ONE
6723 SECREST SHORT CUT ROAD
UNION COUNTY, NORTH CAROLINA
11-APRI L-2013
VICINITY MAP •
INDEX OF SHEETS
/ '� \\ EXISTING CONDITIONS PLAN SI IT 1.0
'S/
-
\\\ ,sF� SITE PLAN SHT 2.0
/ \ �Fs� `TORN DRAINAGE & UTILITY PLAN Si IT 3.0
\ °Serer f s 'SEWER PLAN & PROFILE :TA IT 3.OA
-
a \ / / \ N\ y�'Pi. GRADING & EROSION CONTROL'PLAN ri I1 SI IT 3.1
�'; p �G� GRADING & EROSION CONTROL PLAN ('I 12 SI IT 3.2
_>_._\ _ OpTos -
•\p SECREST SI IORTCUT ROAD WIDENING PLAN SI IT 4.0
``•Aga, / / \\ �a LANDECAPINC PLAN SI IT 5.0
• �`,��8s \ STORMWATER MANAGEMENT PLAN - BMPit1 SHT 6.0
*A, ,;��9J / \ STORMWATER MANAGEMENT PLAN - BMP#2 SHT 6.1
\ EITE DETAILS &NOTES Si IT 7.0
s` • .�� EROSION CONTROL DETAILS & NOTES SHT 7.1
SITE o � 2
•�!� / \ STORM DRAINAGE DETAILS & NOTES SI IT 7.2
. UTILITY DETAILS e3 NOTES SI IT 7.3
,%, `` / xs, / \ UTILITY DETAILS Q NOTES SI IT 7.4
�a
, . , .
� 6,
�o •}•
. ,-...\,f., <
...._ , 0.,, .
W E � 0 /
�� ZP,,
_______ �� �/
1"=1000' S
' \
3/1 osos bfr+-��3
,'CP\V \
.\ i \ /
/ V
/.( \ \ ,
/- SCALE: 1'=100'
o ESSip�9 4>. a=0ei�FE e 07...
SEAL �a "s eggs,
28948 ° a 1 FV/
PREPARED BY: DEVELOPER/OWNER
INDIAN TRAIL CONGREGATION OF
WITHERS RAVE N E L JEHOVAH'S WITNESSES
ENGINEERS I PLANNERS I SURVEYORS 4509 LAWRENCE DANIEL DR. p r I�-�oo
111 MacKenan Drive Cary,North Carolina 27511 tel:[phone] fax [phone] www.withersravenel.corn MATH EWS, NC 27104 � �i- F Cv7r L°l
LICENSE No.C-0832 (0) 704-622-0591 `L
CONTACT:LEIGH POTTS(919)238-0360 �' �� '
CONTACT:JON JACEK 4 Ja
7 ,.,i. 11 SSte_ r!ka
6-cs-- V
�(AO
Z Cep
Zrr
R Y a
W o K
rn,3

, .. ,I \.3e3:B.C.:: ..a.i. u.i...IL .,.,, ..e. _,.il .w..y! 2111..L..h: L'LI.121.1',Nc,L.ySS... - • --
I
1 I
'S''l '1 ' 1
..I ,� N 58'4P21"E \::-`:
\�•- I ^'
_____
Nt
`-� �0�1 ___ ii. ,
I
\ �� _ 4,
______ ,,,. _
0I
,..,
t
_____
,,1 ',,,r,Ikrf-r'. :'''''
0 )7 PROPOSED ��� • N 5 y6'32•
c \ \ i GRAVEL DRI sr wl
E AREA B4 RIGHT OF WAY
•� �. ) LDING SETBACK ROAD OOF E53 ACRESST �T 1
4 \ ' '� �� -_ 485.09 507.1 'TOTAL (6.682 50.FT.) Im moE ros PER A
K
� \ �� •��=`r�1 DEED BOOM ae A
o
'� � sm�\ j Z G� t 1 N R=S PROP.CONC. * WA K �� �� 22 f
�.,/ \ . R.5'.4 R=a,25 -� 03
r PVC FTNCE ' ,/! �� ////ice r
1 \ R=5' - P' ® PARCEL!!07042003A 10
® pliw UNI15 FFE=632.15 1 tT1
m� 26 ���/- I.- { CD
\ /, 6721 SECREST SHORT CUT ROAD -I
5'/SCREEN:v.:L:1
1c I ar -... _ R 5-` (SEEANOTESE5 I �J'i i� _
24' / R=250' C Q
^� ` I I I I I I �I I NJI' //� - 1 m ,10
xi
Fes- R=5'
_ so
# - \ 24' R=5. PROP.DOWNCSIDEWALK - rR:75' //// '' ^' ,� I I m \!3\ Tom._ , R=12' _..-. _ R=35'1 ` _J/Art
r / 1
\ / ` R=5 }FLy�-.-{111�1 / / // R.276' I IO
/ J R=5', �R=15' R=10// / I
/ 826678 FUTURE---�.may- -1,\}._ R=10, // I 1 I �_. _
/ ACCESS - 1'-b-(TYPICAL)
R:2' /1'�-6"C@G '/// I I U
I1 SEE SHEETS 3.0 + ; - -------------- 777[[[ - -------- --__LY P I C A L) C3 I I
I ''ro AND 3.0A FOR - 1 - --------_ - I m
1 PROPOSED DM ITY "`/'r /! 1� R=5� R=12' r a.
INFORMATION $ I r,�', R. ��� / R-6 \ R=2••' r I �� I I
IS R=5' /~R=75. "pi v. (.... • I
i BMP p1 1
.••:
PROPOSED 3 I � R-5' R-35'
\ \°.�, WET g I 24. I rt w. s ewe"e7
\ WET
I • "--18 / / \ - L10'_ 1 I:rial£au foa,
\ I / I__.. fT BMP p2 I
\\ 1.
620 li RgR=S. ® ' STWEMANDER :z,,��.:�.,,
\-R=5' I I
\ SEE SHEETS 3.0 \
/� r N AND J.OA FOR I
\ �1 / • PROPOSED UTILITY R=10 \ a ` I I
INFORMATION I�
\ ' / GRAVEL DRIVE / �_� \ y UV '�`
�/ REMOVE OLD ,`` ' © 8' WIDE BERM - Elev. - 6213.50 ..'
/ ---- N s61 /I 15' BUILDING SETBACK ��-_ -��- I I
/ 150.02' >
- _. _-
J 66.02' - JI2.00' _ ..... ._.._. _. __- -_ _ _-. -- - - 50.961 30.
•
- - - I S 50'29'30'W I 234.94'TOTAL 5 I
_ -- S 50'26'50 W ��o:�E 00'TOTA660 r�
hum
1 L I 6591' I 7
25
\ra
L��s
1„ arua ErH
- q `" REMOVE THE LIVE „ EXISTING GRAVEL ACCESS I I I I I o OF EXISTING 4"x4"
-15'SANITSEWER /AWRY DRIVE LOCATED ON / I .-I,
I : PER PLAT I FENCE PANELS) ONCE NEWBE PER PLA
FENCE POSTS(NO 15'SANITARY ' I I
SEWER R w �._..I sTe eL.asr NAM(
CABINET H. ELEVAl i,
ACCESS ABANDONED EXISTING ONTOP M CONCRETE
SITE DATA TABLE i v., FILE 530 STRUCTURE IS INSTALLED. CABINET
530 H. I I , ELEYAnON.677.47
N
OWNER: INDIAN TRAIL CONGREGATION OF I '? I I I I '\iI
ceI
I
JEHOVAH'S WITNESSES 30TEPORARY CONSTRUCTION
4509 LAWRENCE DANIEL DRIVE 'V EASEMENTMATTHEWS,NC 28104 CONSTRUCTION
EASEMENT m PER PLAT
PER PLAT n n CABINET H. I
OWNER CONTACT: JON JACEK [phone] CAFILBINET
H " I I FILE 530
TAX PINS: 07042003A&07042003B o I I 1
ZONING: RA-40
r
SITE AREA: 5.65 AC. L- . r ' _� I I I I I I
TOWNSHIP: VANCE I I
COUNTY: UNION POINT Of COMMENCEMENT I I I
STATE: NORTH CAROLINA NCCS-COBS STATION
NCMR'
BUILDING AREA 5000 SF N:451,838.56
EXISTING USE RESIDENTIAL U.S5SU - I
U.S.SURVEY FEET I
PROPOSED USE: CHURCH AND RESIDENTIAL ELEVATION-573.00 I I I I III i
I
EXISTING BUILDING AREA: ..1810 SF r 1 I lPROPOSED BUILDING AREA: 5000 SF •I
PROPOSED BUILDING HEIGHT: -2}'-0"
SITE NOTES , I I I I I "
IMPERVIOUS SURFACE: EXISTING(HOME AND DRIVEWAYS): 0.31 AC I I I I I
PHASE 1 PROPOSED: 1.64 AC 1. NO DUMPSTER IS PROPOSED WITH THIS PLAN. TRASH I I I I \ / I
FUTURE: 0.70 AC WILL BE HANDLED BY STANDARD CURBSIDE BARREL PICKUP - ,�� , VAI4T-Tn,,,..,
TOTAL: BY THE COUNTY.PARKING REQUIRED: 1 SPACE PER 4 SEATS 2. ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS PAVEMENT o '230 SEATS PER BUILDING OTHERWISE NOTED. aw of 1 r I North r
58 SPACES REQUIRED PER BUILDING +Oft 0 t I r I o y tam designer
3. CONTRACTOR SHALL REFER 70 NCDOI DRIVEWAY PERMIT (� p nle rm It IN.
AND ENCROACHMENT AGREEMENT(S)PRIOR TO BEGINNING DESIGN FOR 1 IT t Cy 1305 C4R"�1w•,
PARKING PROVIDED PHASE 1): 91 STANDARD PARKING SPACES PROMpE D WORK WITHIN R/W OF SECREST SHORTCUT ROAD(SR ?/3,030$ 1..•4Wiz/GB •� 4
( 4 HANDICAP PARKING SPACES PROVIDED 1501). PARKING LOT , A� .� ... SS'+y,/"
(2 VAN ACCESSIBLE) W i J O'S 9•%
4. SCREEN WALL SHALL CONSIST OF A BRICK FACING THAT - C
PARKING PROVIDEp MATCHES STYLE AND COLOR OF MAIN BUILDING STRUCTURE O. SEAL
(FUTURE TOTAL): 156 STANDARD PARKING SPACES PROVIDED WITH OPTIONAL WHITE ALUMINUM GATES IN FRONT OF EACH TRAyF1 A151 F
7 HANDICAP PARKING SPACES PROVIDED HVAC UNIT FOR ACCESS PURPOSES. REFER TO 1.5 $F9.5A GRAPHIC SCALE 2Y 5 28948 }2 s
(3 VAN ACCESSIBLE) ARCHITECTURAL DRAWINGS FOR DETAILS AND DIMENSION: B"ABC to _ 0 II )U m �CF 7
SETBACK REQUIREMENTS: 40'FRONT ON THE SCREEN WALL.COLUMNS,AND GATES. PARKr STAI15 �'� ,y�,••• 117`F" '_ •2J
REAR 5. NO WETLANDS OR SURFACE WATERS ON SITE. 1.5 SF9.5A I inch=30 h. y• ��.••�'"fl I�j�+
15'SIDES 6' ABC
1 Revision Date ByDesigns Scale KINGDOM HALL O F 1 SUBMITTAL TO UNION COUNTY 9/1/11 GAS W&R 1" 30
-2 SUBMITTAL TO UNION COUNTY /2/11 GAS ['lawn By Date JEHOVAH'S WITNESSES
SITE PLAN WITHERS Sr RAVENEL Sheet No.
3 PER COUNTY COMMENTS 03/20/12 ALP JET 5/13/11 ^=O
4 PER COUNTY COMMENTS 11/21/12 ALP Checked By lob No. .ENGINEERS 1 PLANNERS 1 SURVEYORS 4
5 PER COUNTY COMMENTS 12/03/12 ALP DM 0209060.0 Indian Trail Union County North Carolina 111 MacKenan Dnoo Cary,North Carolina 27511 let:919.469-3340 www.withcrsravenel.wm License No.C-0832
d Ii1
'I I y 1 I 1 1 .,i 4.. Ill l! rfl,II.r I Le,,.

_ .
. .
_
,7g so./g/3 0.3 63
1. - , ,
.. \ - --- J,./ , NOTE: 4" DIP DRAWDOWN DEVICE SHALL BE CONSTRUCTED
--- _- ---
. ,
- . -
WITH BOTTOM DRAIN AND GATE VALVE IN THE RISER. GRATE & FRAME
_ -
I ,
-.- - 6'30
7 PRECAST TOP SLAB W/ GRATE
.--,....,-..
JOINT SEALED WITH A-LOCK NEOPRENE
, - \ " ClIFIA4.FN ,1,1.9 \
-----__ )\/ RIP RAP DISSIPATOR PAD - --_ ' DI#1 5
4 PVC A
-. .
AND 4CLrANOLM
. SEE DISSIPATOR CHART 'r
-
,
-',.
.......-- -- 63.......-- ------------------- ___ ..... pg . . .
.....„, /11. .., ' ' 627.75 TOP OF SLAB . I . I ° ., , GASKE AST T C IN MANHOLE WALL
„
-9" VOID SPACE -626.50 CREST
1 .
/
,. • ..__
-
----/", 1111.1111.11111___ _ _ _ ---_ •1 ; 625.50 PERMANENT POOL -• ' I
'0-RING. GASKETED
A
, ,
.
-
1: ' -BMR .ki)C3 aTE1P . 0.c, 624.00 24" CLASS III RCF'
. N / FUTURE
/
, ---
..,, ._
4$000.,*-T....7"'" ,;10,4 -• . *e
4" PVC CAP W/--7 '......."0-„ i *1.5" ORIFICE
N•., .
if 4.14111114/1*.erlr.,....„,N ik .. ACM7S
,,,.• -, . NOTE: Qlt}...„._. '. --, LP.NC. L!1S•
'PrAS'NM NAYEEP"TS
4" NRS ----..._GROUT EACH SIDE (TYP.)
' - (:-..1,-T. (.1"FIA;RACE --'-, 701;4;4"-.1-P-7_„TrY ViS --",._:- i-''' ------
1-._ ,:.,"?,--!451 N,FILL`,3r. ---- - a GATE VALVE
'-•., ,-.-'""- 40-6.`$,4 1 i, ' .
---7.------ --- .
4.
.. .,. . 625.25( -,- TiAgi b., _ --: I"•,,',„,^"z„ ,, ‘. , .
TEMPORARY SKIMMER ATTACHMENT . 45:4* PRECAST RCP BOX
V1,4,107. '
FrNART :!-----
, . \ -. . FOR EROSION CONTROL •
, N
\ -- ,
,
- 620.00 A.
DRAWDOWN OUTLET 6 L.j I i •
• ... 1 D.I#11
, .•\,..,\N , ...\:..- ,...\, , ..,y-
...
--:,V - ..__ ,,,,,,1
,
13.4- ‘- , \/N.:\ ,...\\..„.,_,,,,...,.• ,
. STORM WATER ACCES '..-- 2 .,.,
o,p3 --- Ns_; • , : „\ .
,
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. , ,/, '-'7E .. . .
.,..\\
.....
,.°
.....„... •
\ s
.. . • • .. s __ •
,.,
• , ,..._
. . z..,..., . , ._ _ *ORIFICE SHALL BE PLUGGED OR NOT INSTALLED WHILE
il -'4 BMP IS USED AS AN EROSION CONTROL DEVICE.
1'30 1`- RISER & DRAWDOWN DEVICE DETAIL
\ .
. q., ,, ,
, 1
\ - •._.
1 '
.. ..
15 OFF-SITE STORM DRAINAGE ...
.... \ __ ...
--
.\\. ,•
\ EASEMENT TO DE ACQUIRED FROM „
n\ . .• ,,re
cao ,.-‘
o
ADJACENT PROPERTY OWNER - \ \ 620 / I
'\ , .A \,, 621 .
TOP SLAB\
-,Vz" I 1112 ,\ -• \ .
_. .,
. WATER LEVEL DURING STORM
'/11k , .2577-1//`aye " I ' \ TOP OF DAM
- .. • -.- TEMPORARY SKIMMER
TOP OF RISER 1 11=11
C-L\N -----
-\
\ --
,k.
i CP / 6
, __1•E ----_ _INSTALL GRASS SWALE / 0 =II I=
END'GRASS SWALE T POINT 0 0.88%Sk.OPE TO _____
\
\' __ . _
, - RISER ''i
-r"------- 11 -111- PEAK FLOW ATTENUATION POOL WHERE NATURAL TERkIN WILL DAYLIGHT, V' DITCH .,.
CONVETY RUNOFF TO !STING STORM W/3:1 SIDE SLOPES
. CHANNEL WITHOUT ENCROACHING \ --"'"/.;/
,I 1-
. ON LOT 223 -\\ / Tn,'' - 10'MOE VEGETAIE0 SmELF TO
. \
\ 15' - '
I-I ' fa.'cligi 4:. 1-W6E4:TATE° EAENTDENaDaToOvVEEP4LOAFJN"TABOW
A 04 - . ' i ___I.. POOL
_____...,-..SS F rd i 1=1'--71' -I I 1TH. SHELF
--/ \* 71 ________ ______
SS ' -1 BOTTOM
__s_s__ 5 - -----4-',._--- 111 111- --111 -1 1---I 11,---;11--••
\ s C2.5
-ss 1 --, EARTH DAM
\ s _______ l'.--''''.--1
1--1 1E111=-11 =-11 = 1 =-111=-11 =11MIN 11--
• w• *--- -....42.3 . - ..1-....--. . .• . . . . . ,71%.:: •s' •J,/ __-- ".,,
'ISER 627.-- '17-11 nli---111-111-111-111-=1117 - ,------111. i
---__.
../ .-
H ,
-••••__ "I-TF---• •- "T-- il. 1---.-- i-M---i"1-- __IF.4-!..•i-ill- ,.
ANTI-R.OATATION DEVICE
-6-5 _ - Q
_ __--
-____._ . -______ "-III -- ' '1711711-"L'711
--- 1-= I -•,i -I -.1 1---1 I.
, \ SANITARY __-1--...1 I _:-.T-21.-, *
, .,._..
- i 117_
ri--Fr.,thul.-,
SEWER E A1E-MEN T, . I'LL%ID ,i 1 -- 1-y I _l__-- I T-L__
•-. ..,„.
1020 50 IITHWi 0 7',,,_F ,' -,-•'1'iI l:PAVIIIG11,,,,L DU,. ANTI-SEEP COLLAR '1177'11 - 1 '' 11- '1 1
/ 10,223 '-... BMP CROSS SECTION
/ ,AlcAphrrn ._ --,, /
; fit f 5:,0 . ---:-- :'2 ..,,,:C,-, CP; ...\\ =
Al
C.,:',,i4E-I -ILL.31.1 ,-._
8-WINO ROT OUTLET PIPE
-'- NTS ---,II- 'I-1 I rI 11=1!
_.__
. -.._
I-
. --_
--,'"--' 6 _
/ -
a)
DIMENSIONS _ELEV.
I
,
/
,
/ oz. ,
/
, .0. NORMAL POOL 6,513 SF 625.50
.
, eQI SHWT 625.60
1
I I N TOP OF DAM WIDTH 10 FT. 628.00
RISER .4' x 4' (I.D.) BOX 626.50
I
DRAWDOWN ORIFICE 1.5" DIA. 625.50
BMP#1 - WET DETENTION POND OUTLET PIPE INVERT IN 24" RCP 624.00
1„=20, r.........i OUTLET PIPE INVERT OUT 24" RCP 623.75
MEMINNENNE
• IMMENNENIM
ERMEMBENE
INNIMMIMMEN
VENT•-•.
NOTE:
OP 011111."--, li
SCREEN ACCESSIBLE
11.16.0.111.ililli GRATE OFFSET OVER SKIMMER MAY VARY SLIGHTLY 111101VROUGH DOOR
STEP5 8c DRAWDOWN
• VALVL FROM ILLUSTRATION
#4 REBAR 12" 1/2" PREFORMED JOINT
L al ,,,,,,, ......-47, I
WET POND(BMP#1)PLANT SCHEDULE O.C. EACH WAY FILLER, 12 WIDE f 410)"
"40 FLOAT
SHALLOW LAND(NORMAL POOL TO 6'ABOVE)=1,609 S.F. 50 HERB.PLANTS/200 S.F.(1,609 S.F.)-403 PLANTS El
PLANT TYPE QTY KEY BOTANICAL NAME COMMON NAME ROOT,CALIPER HEIGHT NOTES OUTLET END; CONNECTION
61 Asclepias Imamate Swamp Milkweed CONT. 4.Pot 24'0.C.
Si ' 1.......• TO OUTLET PIPE OR RISE? #
EITTuRsiENLEsrupDEL Dt.owNiTcHE Rs KrzamN,Rs Hsourp u ED
HERBACEOUS - 4
101 Carex stricta Tussock Sedge CONT. 4"Pot 24'0.C.
'..I.- ...I II 9" VOID SPACE II 6" PRECAST CONCRETE
61 Eupatorium purpureurn Joe-pye weed CONT. 4'Pot.... .,_ 24"0.C.
CREST EL._ TOP SLAB W/ GRATE 111114" IP FLEXIBLE JOINT
-
79 Hibiscus moschcutos Rose Mallow CONT. 4'Pot 24'D.C. I Ili
101 Lobelia cardinalis Cardinal Flower CONT. 4'Pot 24"0.C.
c c
SHALLOW WATER(NORMAL POOL TO 6"BELOW)- 1,283 S.F. 50 HERB.PLANTS/200 S.F.(1,283 S.F.) 321 PLANTS <, n v ' PRECAST REINFORCED TEMPORARY BMP SKIMMER DETAIL
PLANT TYPE Q IT I KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES 1101 a
sox,
48 Iris versicolor Blue Flag Iris CONT. 4'Pot 24"0.C. . NTS
/.7 z HERBACEOUS
48 Jonas effusus Soft Rush CONT. 4"Pot_
24'0.C. ELEVATION SECTION
81 Pontedaria cordate Pickerelweed CON I. _4'Pot 24"0.C.
A 63 Saururus cemuus Lizard's tail CONT. 4"Pot 24"0.C. 6MKPGsFe.AigkICITY TOP SLAB DETAIL ....,_,.....7........
_
81 Schoenoplectus tabemaemontani 5oftstem BuInsIs CONT. 4'Pot 24"0.C. ULNEAIH COLLAR SEE BMP SECTION FOR SIZING DATA e,2-....••••••,4!s
NTS
A I
TYPICAL ANTI-SEEP COLLAR so GRAPHIC SCALE
o to 20 40 • 4,',:fat--10.,s. 0-7 ',541/3 0' SEAL I"
A , • .4
NTS •• ,, , ...,' ' " .... . "'" :"'s 'S'''' " ..e',1, 4Int,.i• s
............
LI.l?'6
No. Revision Date By DesIner Scale
1 SuBMITTAL TO uNION Cout.frY 9/1/11 GAS War.R 1"=20' KINGDOM HALL OF Srheet No.
2' SUBMITTAL TO UNION COUNTY 10/24/11 GAS D.".BY Date WITHERS r RAVENEL
3 PER COUNTY COMMENTS J33/20/12_ALP JET 5/13/11 JEHOVAH'S WITNESSES STORMWATER MANAGEMENT PLAN
........s I PLANNERS I SURVEYORS 6.0
4 PER COUNTY COMMENTS I 1/21/12 ALP Checked By Job No,
Dm 02096E0.0 Indian Trail Union County North Carolina 111 MacKenan Drive Cary,North Carolina 27511 MI:919-4643340 www wahersravenpl wal LIcense No.C0832
• '; '1?;;':,',;;,','.!;, .:'';..;',.i. !;;',1;;,.':;,; Yi.: ;,. t".'• ;',' 1;.','P'III,'/' j' "i;'''''''k,r1 ri 0 •
.';;C.,;;;.,:;;M'i;.. i•.t.,,;5:1,,,' :v,S'.I.:!4-0::::N.,,,,

:L. .. ..,'.'e.:aL.,Syvu:�•... .-1v_+S,L afY..!.�.4.. a l:i < t,l;It.,L"
Zan 4 .6D,n/7551 c-C✓✓5131263
I 3 I. ' 170
—632.15 / �� "6 I . u e r I I v \l II i1 I M
�627. 62 �' ,�
-SHORT CUT ROAD I.._ R/ — -- - I'.0 I ,I U) TOP OF DAM 628.50
1E \ — ", I - — - HIGH FLOW SPILLWAY 627.75
AIL I■ \ ' !! I I PRIARY SPILLWAY SHALLOWLAN EM : M62
• OR2 -�' ' / nI O 62650ER6A 6 -` - /� -� I d■ , gS111 IC ��-�rl�� -1 11 �1 I— ���
- O / , C . 11 1 N I =I III-�.. II
- -115i! 411 I ONCRETE
CFI#2,3 I /- z \ \ "III I ,'� • I 11 co —I. =I —s Til�1�...11111t--L q 'II II- I I- CLOCKING i SEE DISSPATORRIP RAP A DESIGN
TOR D
, / . \ Al _ i IIUIF II .r- TOPSOIL \ ( 10)
O _ — /_ 1 71 I— CHART SHEET
' /1 // •' �� I I�r�l I �i SHALLOW WATER �I —I _fII7 ' ��11 I�
' . _ /�� 3 / 1 I i v — _ — — 42 L 6 DIP 0 649' — _ ..
r W W z i l -I IY" aN l.�_ F " i.:•—_25�53 --
iI
•�.‘"—'��W 1 / 1_ 2Q' I�y�. I DEEP P00 �'I I_' 7 I Ali Ilol 825.80 ."x6"TEE
P 1 DRAWDOWN ORIFICE I
+:i I ( SEE TABLE ) -
-- O_. I STORMWATNR Y • •�'� ' I
O . --.1 �h I i . I I �-' ACCESS & V 1, i1.� II i • SEE NOTE
-'+——E — ——— 6`�----I -1----
- 3 , MAINTENANCE Q ✓ o:
=- 1 I EASEMENT m ;I `4 n
CB#22 .L•"_ = ` / I``' I;'I 1 CROSS SECTION AT DRAWDOWN
/ INV. IN=625.05 , 1 I
/ j —— L / I j // CROSS SECTION © DRAWDOWN
630 n a /�4° — — . _ /FES#a0 / r I II
I I !, 11 I V NOT TO SCALE
cR#21 z,. f/ ' ' / I 1 1
I3 � - _ - • -I rt n 1 I DIMENSIONS I ELEV.
,� / FES INV. I uI
% OUT=625.07 I
NORMAL POOL 5,300 SF 626.50
6 (.1,r; -.- i— \ SPILLWAY (SEE I I x Y SHWi 626.30 NOTE: SPILLWAY, SKIMMER AND OUTLET PIPE SHALL
1 ,_ r
.. �' o i�aJ W DETAIL) .0 I �� • ` BE INSTALLED PRIOR TO THE BEGINNING
r. TOP OF DAM WIDTH 8 FT. 628.50
/ /a• a b OF OVERALL SITE GRADING AND SHALL BE
•
/ ��/ ;s9t _� W W W \ -- lit I I I - DRAWDOWN ORIFICE 2" �. 626.50 UTILIZED AS A SEDIMENT CONTROL DEVICE
.� -.. U OUTLET PIPE INVERT IN 1" CAP 6" DIP 625.50 DURING SITE CONSTRUCTION. ONCE SITE
' �+r'� ' fy ( I I HAS BEEN STABILIZED AND GRADING IS
p Ott '0`1 yAr
��' ��< ■ ` I1 OUTLET PIPE INVERT OUT 6" DIP 625.3Dml�g..P .40 . , ■ I COMPLETED THE BASIN SHALL BE CLEANED
I ' /` W ��. -�����$r * II 11 LL I 1 PRIMARY SPILLWAY 2 FT. 627.20 OUT AND STABILIZED. THE SKIMMER DEVICE
�'• --„� II SHALL BE REMOVED AND CAP SECURED ON
1r� ( W W �..����.4�� S'e--1 ; HIGH FLOW SPILLWAY 10 Fr. 627.75 TEE TO BLOCK FLOW.
\ \'4 ri.•40,4,.. ,,!,'';:jr.• '' ;a,' ,3%,17''' '• ••- ',—......._.,',.-','-771t0 , 1
�w. ;, �"50 �11 ) I I II I , 12'
..� TOP OF DAM = 628.50
� \ bY7 626 fFRBn^A ' crt i v v i
J f 8 WIDE BERM - ELEV. 628.50 Cf,;; •� li y 11 ////�//\\\ \/\ \ 1 /• •\` ,\\\\/\\
Aellmilliii
,ETBnCg3�a _ _ _ 141001 3 HIGH FLOW SPILLWAY 627.75
�R41 / , O 62g I I I TURF REINFORCEMENT MATTING- 1 1 PRIMARY SPILLWAY 627.20
!�3'li "`"''7YYY - 2a" 6 7 NORTH AMERICAN GREEN TYPE SC-250
1siV IIIIIIIIIII_ -, 'l`''��' , I (OR APPROVED EQUAL) 2'
_ 1 '- -RIP-4'tAP DISSTPA"TOR PAD --' --_ I I , _ MAN EN ST6RMWATER
I rl INV.�IN 624.28. ceil 1 SPILLWAY DETAIL
SEE DISS__ .. RII CHARj (T T 14 E} DRAWDOWN i EASEMENT — — }, OUT'6¢a a7 NOT TO sDUE
.t a ,..
3n I I N.:l LI CABINET II ___ FP.:240 I It.• �I'-:r I I • VW4r: Fgr1 ip P�CF.I�, 1 - I
II H
I
I
I I EENM
1
I ,I;I ISWREASEENT I ( I
I I
BMP#2 - CONSTRUCTED STORMWATER WETLAND POND
1"=20'
NOTE: VENT SCREEN ACCESSIBLE
SKIMMER MAY VARY SLIGHTLY ��VSg THROUGH DOOR
FROM ILLUSTRATION
CONSTRUCTED WETLAND(BMP#2)PLANT SCHEDULE WETLAND AREA LEGEND ''rI.O.,
SHALLOW LAND(0"-9"ABOVE NORMAL POOL)-2,118 S.F. 50 HERB.PLANTS/200 S.F.(1,588 S.F.)-397 PLANTS ���� ✓'f
(73%TO BE PLANTED WITH HERBACEOUS PLANTS,25%SI(RUBS) 8 SHRUBS/200 S.F.(5305.F.)- 22 SHRUBS SHALLOW LAND [0 TO 9" ABOVE NORMAL POOL] (�'40%) \
PLANT TYPE QTY KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES ,, "' - 2,11S SF �% FLOAT
132 Carex stricta Tussock Sedge CONT. 4"Pot 24"O.C. OUTLET END: CONNECTION
HERBACEOUS TO OUTLET PIPE OR RIS -
132 Hibiscus moschcutos Rose Mallow CONT. 4"Pot 24"O.C.
133 Lobeliacardinalis Cardinal flower CONT. 4"Pot 24"O.C. �� BARREL PIPE LONGER THAN SHOWN
8 Aroniaarbuti(olia RedChokeberry CONT. 1Gal. 12"-18" 36"0.C. SHALLOW WATER [0 TO 3" BELOW NORMAL POOL] (�40%) - 2,139 SF NOT INCLUDED WITH SKIMMER SUPPLIED
SHRUBS \����` BY USER,
7 Cephalamhus occidenGlis Buttanbush CONT. 1 Gal. 12"-18" 36"0.C. FLEXIBLE JOINT
7 Ilex glabra Inkberry CONT._ 1 Gal. 12"-18" 36.O.C.
SHALLOW WATER (0"-3"BELOW NORMAL POOL)=2,139 S.F. 50 HERB.PLANTS/200 S.F.(2,139 S,F.)-535 PLANTS DEEP POOL [18" TO 24" BELOW NORMAL POOL] (-20%) - 1,043 SF TEMPORARY BMP SKIMMER DETAIL
PLAN1 TYPE Q" KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES `- -- ----- - - --
HERBACEOUS 81 Iris versicolor Blue Flag Iris CONT. 4"Pot 24"O.0 NOS
81 luncus effusus Soft Rush CONT. 4"Pot 24"O.C.
133 Pontedaria cordata Pickerelweed CONT. 4"Pot 29"O.C.
107 Saururuscemuus Lizard's tail CONT. 4"Pot 24"O.C.
133 Schoenoplectus tabemaemontani Softstem Bulrush CONT. 4"Pot 24"O.0 r`�N CA R !•,.-
GRAPHIC SCALE ` {4 - 9
xa o to 20 41 SW-3/0p3 0.3 .S/a/s ' � '
j'1 Inch-20 fi. \,(', ...•`f 1'
•'�1'N/FERC Ve4IOG
-3
_1 Revision Date By D I�� ScaleKINGDOM HALL O F /�
1 SUBMITTAL TO UNION COUNTY 0/1/I1 GAS Wes+ T"_20' WITHERS SC RAV E N E L sheet N°.
-2 SUBMITTAL TOUNKIMENTSCOUNTY ,3/20/1, GAS Drawn ay Date JEHOVAH'S WITNESSES STORMWATER MANAGEMENT PLAN .. .. . .._ 6.1
3 PER COUNTY COMMENTS 03/20/12 ALP JET 5/13/11
PER COUNTY COMMENTS 11/21/12 ALP Checked By lob No. ENGINEERS I PLANNERS I SURVEYORS
DM 0209060.0 Indian Trail Union County North Carolina) tli MucKenan Drive Cary,North Carolina 27511 let:919.469-3340 www.wid ersravenel.corn Loon,No.C-0832
s4, n' I•I I II,lic,1 Il l , T r 7 Ti''iGCP1 l L-.�
,. 11ti) t / r„
I It,,I ..+ .,

Mao top width PROJECT NARRATIVE EROSION CONTROL NOTES
mama was
was (YAP .._ xi7S SVL/L 1:3 '�3.
I mama As ORECVT BY PE IU R I THIS PROJECT CONSISTS OF THE SITE CONSTRUCTION FOR THE KINGDOM HALL 1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WIT EROSION An
OF JEHOVAN'S WITNESSES CHURCH FACILITY. THE PROJECT IS LOCATED ALONG
�II
I _ SECREST SHORT CUT ROAD(SR�1501)JUST NORTH OF SOUTIfNIN05 TRAIL SEDIMENT CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE LAND DUALITY SECTION Of
IIMplan der*\NI, I+ DRIVE IN UNION COUNTY,NORTH GIIOUNA. NWENR.
LML 12-In C.A. III I-- ,-\\T" ':�� --LI�.�I I THE CONTRACTOR SHALL FAITHFULLY FOLLOW THE CONSTRUCTION SEQUENCE 1. THE I CONTRACTORCONTR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY SEDIMENTATION ANO
w1D+umArz -I'I � \�' � II-II� AND MAINTAIN ALL EROSION CONTROL MEASURESD AND DEVICES. ADDITIONALRTHE EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANALL AREAS DISTURBED DURING
III ` � - T_�+ � EROSION CONTROL MEASURES MAY BE REQUIRED BY THE ENGINEER OR THE CONSTRUCTION SHALL BE STABILIZED WITH TEMPORARY SEEDING AND MULCHING ACCORDING TO THE
SINE MOWS 'e::0:::}:ti•: WILES , o..qn lnlp„»e _ �• ��� -I ICI I, LAND DUALITY SECTION OF THE NORTH CAROLINA DEPARTMENT OF
R7 NNW TANK V Y _ it I-���• Fr I-" E ENVIRONMENT AND NATURAL RESOURCES.IF WARRANTED. {- STABILIZATION SCHEDULE BELOW.
.xO
AtAo ro aE•• r -
•_•♦ ' m ram VOMIT ' i SEDIMENT RUNOFF IS TO BE CONTROLLED BY SILT FENCE,SKIMMER BASINS. 3. PERMANENT SEEDING.MULCHING AND GROUND COVER SHALL BE APPLIED ACCORDING TO THE
NODE •r m',.& Al.I..
ODOUR thicken. AND TEMPORARY DIVERSION DITCHES AS SHOWN ON THE PLANS. STABILIZATION SCHEOuLE BELOW,
=II-I1lo.n n"iI''x n ION I- r naI II'n- Ir N i�': Ii n-Ti' a V-SHAPED RIPRAP CHANNEL 4. SLOPES SHALL BE NO STEEPER THAN 2:1,PREFERABLY FLATTER,FOR VEGETATIVE COVER.
'•r'J,^I+', .�. 5. THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL SEDIMENTATION CONTROL DEVICES AND TAKE
II I _,,r:".th `S. MAINTENANCE PLAN ANY PRECAUTIONARY MEASURES TO ENSURE THAT SILT DOES NOT ENTER ANY NATURAL STREAM
I. :L \ DAAK{n depth Lunge top.TORN CHANNEL LOCATED WITHIN THE SIZE(IF ANY).DRAINAGE CHANNELS MUST BE CLEAN OF SEDIMENT
I'I N w�w.o,,,o,=m„/I .m•" � 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE CHYCKED FOR AND STABILIZED BEFORE THE PROJECT IS RELEASED.
__ IIPIIB:\\ /Ji.-.IIPII STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT
FRONT VIEW
TN\\ /_II_B IN NO CASE LESS THAN ONCE EVERT WEEK, ANY NEEDED REPAIRS WILL BE 6. RECEIVING WATERCOURSES:NORTH FORK CROOKED CREEK TRIBUTARY B TO ROCKY RIVER
_ WE SAMEDMTELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
',MIN VIEYL 1l\\-== ,OS.,..I IJII� 7. RECEIVING WATERSHED: YADKIN-PEE DEE RIVER BASIN
I II -11=11 2, SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP INLET PROTECTION
srzn Post t .,= .rm. 11. IIII-17 R 1L- DEVICES WHENCLEANED
STORAGE CAPACITY HAS BEEN APPROXIMATELYSEDIMENT 50><'AR FILLED. 8. NO 100-YEAR FLOOD LIMITS WITHIN PROJECT LIMITS PER FIRM COMMUNITY PANEL 3710541800J&
��xw[rABRC GRAVEL WILL BE CLEANED OR REPLACED WHEN THE POOL NO
Rr PENCE aprzxnE rABec Smoothy:We. LONGER DRAINS PROPERLY. TOTE. 1900J,DATED OCTOBER 16.2008. NO WETLANDS OR SURFACE WATERS EXIST ON THIS
MM. *Mod m» TRAPEZOIDAL WRAP CHANNEL ORCRWEL11.REMIND SITE.
•______ ____- OR TITER Paw 3, SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN rt BECOMES
-USE SILT FENCE ONLY WHEN ORNNACE AREA ,° d \ D,s;yn top with ABOUT B-NICHES DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED 9. ALL EXISTING VEGETATION THAT IS TO BE PRESERVED SHALL BE FENCED WITH A STURDY AND
DOES NOT EXCEED 1/4 ACRE AND NEVER IN @ Ell SLOPE \ AS NECESSARY TO MAINTAIN A BARBER. VISIBLE FENCE BEFORE EXCAVATION BEGINS.THE TREE PROTECTION FENCE SHOULD BE LOCATED
AREAS Cr CONCENTRATED FLOW a \A.R.,.
i - 4, INLET PROTECTION DEVICES SHALL BE INSPECTED AFTER EVERY RAINFALL
AS FAR AS PRACTICABLE FROM THE TREES AND VEGETATION.
-END Cr SILT FENCE NEEDS TO BE TURNED uPHLL •'=°fe YA...Y. ..e I_ Inn-I EVENT,DAMAGED SILT FENCE SHALL BE REPLACED AND GRAVEL SHALL BE
M1 LT '''auras •• - I \ • 4���' i� CLEANED OR REPLACED WHEN INLET NO LONGER DRAINS PROPERLY. 10.CUT AND FILL SLOPES THAT ARE 2:1 OR GREATER SHALL BE STABIu2ED WITH PERMANENT SLOPE
AF1 ' p»qn CAN.» _ -\�`= I ,III-' ( RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES,SLOPES
FRONT VIEW �� II-I - •.III= THAW- wAn.» NOTES; 5. ALL SEEDED AREAS WILE BE FERTILIZED,RE SEEDED AS NECESSARY,AND GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF GRASS,BUT MUST BE STABILIZED WITH
• FOTN REPAIR OF SLT e'W.OVER III- i 10 BB USIA WHERE s1NINGS.ER MULCHED ACCORDING TO THE SPECIFICATIONS IN THE VEGETATIVE PLAN TO VEGETATION THAT RECLINES MINIMAL MAINTENANCE,SUCH AS WEEPING LOVE GRASS,RED FESCUE
FENCE FAILURES,USE ONO�7' R OR REDOING -1'-� VCLOOfES ONE HT VEGETATIVE AHED I YWNTNN A VIGOROIK,DENSE VEGETATIVE COVER. OR OTHER APPROVED VARIETY.
FMN
57 WASHED STONE. µ DIRECTED
»R e'Aw NW TRENCH •m•� OR FILTER FABRIC SAppEROPRwi�Nof51GN P�CEO DUAEINTD 11.CONTRACTOR SHALL INSTALL PIPE INLET PROTECTION ON PIPES NOT COMPLETED AT DAYS/WEEKS
TON ANCHOR WHEN SIT . 0 ANC aR 9aRT AS -..� iitl
datrzo EN ENOIwER• END AND/OR UNTIL DRAINAGE STRUCTURED ARE CONSTRUCTED,BACNFILLEO,AND INLET EROSION
FENCE IS PROTECTING __= '°'° PARABOLIC-SHAPED RPRAP CHANNEL
CATCH a"vN. CONSTRUCTION SEQUENCE CONTROL DEVICES ARE INSTALLED.
SIDE MEW SILT FENCE OUTLET RIP RAP LINED CHANNELS I. OBTAIN A LAND DISTURBING PERMIT FROM THE NORM CAROUNA DEPARTMENT OF 12.CONTRACTOR SHALL COMPLETE A SELF-MONITORING FORM TO COMPLY WITH BOTH DWO AND THE
ENVIRONMENT AND NATURAL RESOURCES,DMSION OF LAND QUALITY. DIVISION OF ENERGY,MINERAL AND LAND RESOURCES REQUIREMENTS. A FORM CAN BE FOUND IN
STANDARD TEMPORARY SILT FENCE htha://Partal.RGe.nr.a g/IT/.rGY On
2. FLAG THE CLEARING LIMITS.
A 3. MOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING
1.5 MIN. CONSTRUCTION.
STANDARD OCTAL I •Aomm4. INSTALL CONSTRUCTION ENTRANCE.SILT FENCE.SKIMMER BASINS.INVERSION DITCHES SEEDBED PREPARATION
POSTS Y-D'IN CROWD 4496}; •. 3 .• ..�P. .• INSTALL THESE DEVICES. SEEAND OTHER MEASURES AS EDDWN ON THE PLAN.CLEAR ONLY AS TEMPORARY DIVERSIONS.BERMS ANOEOESSARY BAS BASINS
i0 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS.IF
GALMNIZED R IIINAIn 'j••/i•�••�,.4•�.•�.1••Iw•5•••••1•w IMMEONTELY AFTER INSTALLATION. AVAILABLE.
/-HARDWARE)DIN •�•�Q.4./••• ,.•," •!��t e
ExrENDs To - • •••�!w••. •'••••W.• 5. BEGIN CLEANNG AND GRUBBING, MAINTAIN DEVICES AS NEEDED. ROUGH GRADE 2. RIP THE ENTIRE AREA TO B INCHES DEPTH.
TOP OF NM •179�.• ••••i0�• •+�'' _
_.epp•BBB �L `.A.;;•0•.�••i, .•••I 3. REMOVE ALL LOOSE ROCK.ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES REASONABLY
Q(LABO;Te + \•J•; * �j , 6 INSTALL UTILITIES AND STORM SEWER AS SHOWN,AND PROTECT INLETS WITH BLOCK SMOOTH AND UNIFORM.
ARMS GRAVEL INLET CONTROLS.SKIMMER BASINS OR OTHER APPROVED MEASURES AS 4, APPLY AGRICULTURAL LIME,FERTILIZER,AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL(SEE
--i• •• „ I.
��0-iI" eater Isar S0ORN ON THE PLAN, BELOW).
k - CONSTRUC110N SPECIRCATIONS --�� /....,,,
.
L LAY OI[NCO(ON EACH SUE 6 THE STYlI TIE - �.l s a\ 7. FOLLOWING STORM SEWER INSTALLATION REMOVE TEMPORARY DIVERSIONS THAT
_ x
'1"�- OM ITS sod IN THE BoITCI Row io ALLOW POOL A Mons should De placed over INTERFERE H ROADWAY CONSTRUCTION A REROUTE RUNOFF TO 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM,REASONABLY UNIFORM SEEDBED IS PREPARED 4
/�'I • TO 8 INCHES DEEP.
B • DRAW AK,T.THE FCNCAnC!91C.LD EXCAVATE: n rPER THE GRADING PLAN,BEGIN FINAL ROADWAY
'. :,:....11 1. _• AT UAW 2 INCHES BELLOW ME CREST OF nw STMNE :'
DRAIN.PLACE THE ROTTEN ROW Cr BLOWS AGAINST ".. .-
A WITH CONSTRUCT O NO E 127E C
(� the cMnnel Do As to keep vote APPROPRIATE STORAW'ATER INLETS
Mom culUrl9 around Inc dam. ODNSTRUCTION.BUILDING ETC.
T Claw T SUED A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING,EQUIPMENT OR
1,71V Ati �' r }"•• THE EDGE M THE IK:UT p R N FOROVERFLOW
FLOW 0 SUPPORT Stone Cont.0
{N' 1.=A slV I4'A w0 TO AVM) LATERAL
tAPP OYEO SA OCCNNT Sty •..!� 0. CLEAR REMAINING PROJECT LIMITS AND BEGIN GRADING OPERATIONS. CULTIPACK AFTER SEEDING.
+• {A.• l•F'{:(7W�'�• _� zt arAT.GRAVEL nTIA R!:, 5�.�� .
• E, nr NEEDED,GCE LATERAL SUPPORT To wBSTouExT
BLOM OPENINGS
�'• '•) '�,,i ROWS BY PLACING 2 x 4 NOW STUDS THRWOR !i�•. �••���� j.P 9. INSTALL REWIRING STORM DRAINAGE AND INLET PROTECTION.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
2a'AX.
'l •it - 2.CAREFULLY FIT HARDWARE(LATH CR COMPARABLE S�xTNW SOSEN •�li�h�..�%;.•ti•����. a c4,HW 10 COMPLETE FINAL GRADING FOR ROADS,BUILDING PAD,AND PARKING. STABILIZE SITE 8. INSPECT ALL SEEDED AREAS AND LANCE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PIANTINC
l:Ana.,....,. .„�.-V - ORE MESA WM la-NOW tTPEMNGS OVER ALL . • • • • AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION,PAWING.DITCH SEASON,IF POSSIBLE. IF STAND SHOULD BE OVER 70%DAMAGED,REESTABLISH FOLLOWING ORIGINAL
BLoa CPENN45 To HO,p CRAv¢IN T4.ACE. POOL YEV.WA.,c ORw tebA ••• ts!••�•�••�•�•6�•�• IUME,FERTILIZER AND SEEDING RATES.
--- - ..�I - T \ , :.��,�� 10•mil•.ria.��:�� •��•••�• I SCHEDULE) ETC SEED AND MULCH DENUDED AREAS ACCORDING TO THE STABILIZATION S CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
.T.BSE aEAx GRAVEL 3/4-TO 1n-xvcH IN `
DIAMETER,RACED 1 INOIES DELOW THE TOP
I 57 WASHED STONE PLACED To A OF THE BLOCK ON A 2;1 SLOPE OR PLATTER ANDems I_ •••-.y�•.e..�• .}� L_4B..L�`•'IAw PERMANENT CANER IS ESTABLISHED.
D.
J AUGVAA ..,$r-IFr�•:' 1 -..- II.INSTALL.PERMANENT VEGETATION.IINOSCAPING,AND MULCTING.
HUCHT OF 12•-la•MN A904E SNWTH IT TO AN EVEN GRADE.DOT f57 WASHED .• ,
r,IP O Box STONE IS RECOMMENCED. _=I A-II=p°II MITI=III=11 SECTION A-A 12.WHEN ALL AREAS ARE STABILIZED COMPLETELY,REQUEST SITE NSPECUON BY THE •APPLY: AGRICULTURAL LIMESTONE-2 TONS/ACRE(34 TONS/ACRE ON CLAY SOILS)
=p_I I-;I-11=II= EROSION CONTROL INSPECTOR. FERTILIZER- 1,E-LBS./ACRE- 10-10-10
11
-=u=n= SUPERPHOSPHATE 500 LBS./ACRE-20X
IIII-II.1111 MULCH-2 TONS/ACRE-SILL GRAIN STRAW
STANDARD CATCH BASIN/YARD INLET PROTECTION Ape 13,IF SITE IS APPROVED.CONVERT SKIMMER BASINS TO PERMANENT BLIP CONFIGURATION ANCHOR-ASPHALT EMULSION 0 300 GAL.ACRE
AS SHOWN ON THE STORMWATER MANAGEMENT PLAN.AS DIRECTED.WMOVE
BLOCK AND GRAVEL DROP INLET PROTECTION STONE CHECK DAM TEMIPORARY DIVERSIONS,TREE/SILT FENCE.ETC.AND SEED OUT OR STABILIZE ANY
RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES.
SUCH AS VELOCITY DISSIPATORS.SHOULD NOW RE INSTALLED,
KKY 14.REQUEST FINAL APPROVAL OF GROUND COVER BY THE EROSION CONTROL INSPECTOR. SEEDING SCHEDULE
m•Ar.c*s,W IxrAAxo[To K.arT eAM,n A E OBTAIN A GERMFIGTE OF COMPLETION.
>✓;-K• S,T,L®ae sclxNORH`"^'A WrxM +OY.I� � n -I SHOULDERS.SIDE DITCHES,SLOPES(MAX.3:1)
_,...,to ••• LAIN• Z y.•R E•.'•• •.°+ -R'o O1nr'IA k:u BF I`APN sE xsr. H I _-. .NTT TYPE
• ` •I •As'S • 6 2 ux.N w„A.Ir.O,RXI o MO SWOT BANS we AUG 15-NOV 1 TALL FESCUE
A ,. EP 4 J 14r••�y A { o ku•S MI MOO OS OE&Am Amonmu, •'+ xPld-do.R 3;1 STOCKPILE AREA MAINTENANCE REQUIREMENTS MAR _MAR jg ---TALL FESCUE&ABRUZZi RYE --_300
1 �R sj 1L LW We
- TALL FESCUE 7W LBS/ACRE
nn }••.�' i� 6 dIe`YI A a;4•••4. A ,,.",..,m m.T etas,n»w,,.Tw. APR 15-JUNE 30 .
HULLED COMMON BERMUOAGRASS _25 LBS/ACRE
M DIM CO. .t A MAMA,COa LA n MO AT VAST
/- a- JUNE 30-
....No l»u oN on.
e AUG 75
v n<wA»aNdT,aAoa AUAwwo
{ Eva spm'
� • H N}4 ,7 R i�I IIll ( �Jc ff•SI I T� 1. $EEpNG OR COVERING STOCKPILES WNH TARPS OR MULCH I$REWIRED AND WILL - •""�UE ea,. --35 LBS/ACRE
3 O.to. `t R.R •y err lC•4 .,j 4 ARBI 5 !9 sexes O•SaATN r a xc".MAN NM MOM = • ' REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED N A7 THE TOP OF THE •••OR SORGHUM SUDAN HYBRIDS
3 mow,n<ak -1• SLOPE TO KEEP WATER FROM RUNNING UIOERNEATH THE PLASTIC.B A STOCKPILE IS
• �! tj $ >! • 4.....::::„.::::::::::,..,..,...,..z.,..„:
)INS•• •..• •: ICI SPPNM _ TO REIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE(RULDERS,ETC.),THE SLOPES(3:1 TO 2:1
V94�'--. •CBI! •, AT R •@4•_ c f•�- i _ III-III= FNANCNL RESPONSIBLE PARTY'MUST NOTIFY NLDENR LAND QUALITY O A NEW )
`�' •�e•R �••. t • :vTIiI 051LY Co sfc I1=III=I�, I III I�111 RESPONSIBLE PARTY FOR THAT STOCKPILE. MAR"I -JUNE 1 -_..SERCEA LESP LZA(SCARIFIED) ....a T
4 4.:• I, L•M I' I EpE ( LRS ACRE
;••kIT '%{J `"co M"'MAP R R. P pew I- I,AM 2. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF SEEDING AND AND
PLAY VIEW !fJ 1• 2 e.to TAMS M YAnAw sraw OAAw1LR Br,Or ® I=1 MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE I IN USE. MAR 1 -APR 15 --,.,, - ADD TAIL FESCUE _-_ _.120 LBS/ACRE
PI AN VIEW Less num E-(wows} 1 I+'A"� 3. H MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOP (WHERE MAR 1 JUNE 30
L I > N•0115 RT.CO o,AA.WL EiIpP+IS AFHmr,v IAc Slon'rxIWEAL, II 41T. ' "^" �•••` ACRE
PRACTICAL). OR
ADD HULLEDEC(MMON BERNUDAGRASS ....25 Les/ACRE
IN IIYl awn TO AN OITIT I C A-O,Gws),.OAR MAR I -JUNE 30
as M,YYM,rALWATC TIEPIN w D M+o°or IX
0 1 �� = f, •i2 /
L eww.Y.oaTTn,s LLs �,x-•" JULY 1 -SEP t _•TALL FESCUE AND 120 LBS ACRE
4. .nToe gAxH r w nml T ReO SNOW)N - -••�" Y �.• BROWNTOP MILLET _,35 LBS/ACRE
ww
- --, '_"_ ..e.: wsN,Ap HTRIN ER WRAP AAG SLR rDUNUT N - /� -aZ y,, •• OR SORGHUM-SUDAN
q
• is
s • 2MI1[ •49 43' 4 n _.iW 4 secem - TJL T HYBRIDS 70 LBS/ACRE
}_ . 1 a5 /+ram.._.,..a l 4 SEP 1 -WR 1 /
° • s•2s4 R A '_�� i� 1\ � SERICEA LESPEDEZA 70 LBS ACRE
VIM
oT •4 i A' Ieve (UNANO LTAUUFE LIED) 120 L85 ACRE
• 3 F 4 sJs \`N7 I NOV 1 -MAR t ADD ABRUZZI RYE 23 LB$ ACRE
•`' GROUND STABILIZATION CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR upDI1KNu NFanaTBN
SECTION'A-A:
n L-4�c'aJe. �l 4'••�• �� •. CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.ME ABOVE VEGETATION
RATES ARE'NOSE WHICH 00 WELL.UNDER LOCAL COTD,TIOTS:OILIER SEEDING RATE COMBINATIONS
�..+•''�� '"+�.........,. SITE AREA STABILIZATION STABILIZATION TIME ARE POSSIBLE.
1.MEET•M MIIDR er M Row AnION. SECTION'A-A! Am. Cross-$CIDiOn View TIMIN SEASON FOR DESIRED PERMANENT•••TEMPDRA R-RESEED ACCORDING
s-T no wit MAT..N sloe DMEWI NIT xer PlOT Yew DESCRIPTION TIME FRAME FRAME EXCEPTIONSDO NOT
ACCORDING TO OPT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEBAT BEFORE MOWING,
ass r Cess) Gtondord T-SeCNOR PERIMETER DIKES, OTHERWISE FESCUE MAY BE SHADED OUT.
STANDARD PIPE OUTLET TO WELL-DEFINED
A•»Tu BAMYTf.nr».71B»A•a SHALES,DITCHES 7 DAYS NONE
YONIAm•ETI[EN MIWIN NR sa rNARNxN. CHANNEL AND SLOPES STOCKPILE AREA DESIGN CRITERIA
STANDARD PIPE OUTLET TO FLAT AREA STANDARD TEMPORARY SLOPE DRAIN
- _- --- -- HIGH DUALITY I. STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET,
7,-Ini
NO WELL-DEFINED CHANNEL STORMWATER 6ASIN WiTH SKIMMER .,_-% - WATER(HOW) 7 DAYS NONE 2. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER,
ZONES 3. APPROVED BMP's SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTML SEDIMENT LOSS FROM A
RISER STM roPt STOCKPILE.
s',I .TS MASTEI _ IF SLOPES ARE IO'OR 4 STOCKPILING WIERVL ADJACENT TO A DITCH OpAPyyEW Y WATEpCOURSE WETUND TTREAM BUFFER.OR
\ sxrNufc IsnE 2:n=.� SLOPES STEEPER LESS IN LENGTH AND ARE OTHER BppY OF WATER SHLLL BE AVWOEO UNLESS AN AALYERWTNE LOCATION IS O!'40NSTRATEO r0 BL
7 DAYS UNAVAILABLE.
s!_?_ SZTR" THAN 3:1 NOT STEEPER THAN 2_1,
=L !..4,.. 4i14; N -- �i_ 14 DAYS ARE ALLOWED 5. ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL DIVERTED TO AN APPROVES BHP.
aiEjj _ •f TT'•E'-I M'W f7 xl \ .' 6. OFF-SUE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH UNION COUNTY U00 AND STATE
yWANDr•..:2/ .2225Xpoi¢gv%."F'1,1.:_: , 7 DAYS FOR SLOPES
/;Pa12 • SLOPES FLATTER
REGULATORS. ALL SPCA AREAS OVER AN ACRE ARE REOVIRCD TO THAN AN APPROVED SEOILIEITT CONTROL
�' _ THAN .1 14 DAYS GREATER THAN 50 FEET IN PLAN, DEVELOPER/CONTRACTOR SHALL NOTIFY NCDENR LAND QUALITY OF ANY OFFSITE DISPOSAL OF SOIL
awnsL MO To OE 11,so AM L Txcx xlwNlw ���$h �� -• -_ SF':qqGj f f `�B sw :]--•. 3 PRIOR TO DISPOSAL
.Y' " LENGTH
'UMW AMOS SUOMI.,TO
w51 105 IS TO BE I ' O ,rti j :r 10,4 _ _ r !'j=_ ALL OTHER AREAS NONE
A IMOWEo .� Ti f.ttf.,W.E
A�:i•�Wy�}. g�J•:; - PFw<..•..Ira -- -/' WITH SLOPES 14 DAYS (EXCEPT FOR PERIMETERS
n(s7 swum ,-4�r,e �••y. ION _ :�Re� -. _.._
•• RIOT! .: - - FLATTER THAN 4;1 ANDOZONE.r -........................................
!P; HD S)
PROF.FOR Br Pa .W.•• .e e I A MT�Ic•..e.sTnr.,.,m,a.us xo..aao.e
CONSTRIICIICN vain S. .dJ+'.`+S•.....0 MMO �:.� :?iib'.:�.a - = 0'�is4$'s^':
NiM x /,e•. •................................
.ty� iy kt4,1:�4.iirti.4 _ A�5.40:i -_... .�ii 00''% PLAN VIER. N.a wsr
u MEANT TR.LN OR I. :�r�.•i• �• 't's. �4�%W��.--s��������� J�.% ,,.o o...,. Eua.rvxuexl Extensions of time may be approved by the permitting authoriV based
ORM ROW al.Mal ONTO ATOMS. B'Mw 2..4?r�i•S: ' ,/ // ' On Weather or other site-specific conditions that make compliancPERS.TOSOPESSNC Pox STOWe
I
CEP SINE WM •a I i• �/',nl impracticable.(Section 77.6(21N)) p
Su a NECESSARY:« ` na. W M A•,
wAM`ROwnrzwM No,eE au„io uP AwWfulx .•�a• I I a /• a .m as Lei AloiEeoA:♦='' ' .¢.r. 'O,�F "+A\s #� FS0y�/�9�%
IMMOLATE,. u=_ I I_'"I . r s •
COMMwARSE ,I�11 II- A I2-,e.1IYIe, ''ll' of 2
NOTES:MAMA.Al ALL POIN11 n - I ���I
� �� R ����� ��`�/.� \�( Fj 4 \ ao 4 SEAL L,
s�EI:EI`EMESS;�,NwT,4N"o� OWN, . %�; .�,�.f`KC%s 28948 •a;c
THE T EYKE MO TMOT 12-� Ara a'Ox"'°MP ENNICE mi.Br Mono.
. t.:. SECTIONAL VIE/ ., e•. .e•'Fi
TEMPORARY CONSTRUCTION ENTRANCE INSTALLATION OF NETTING AND MATTING SEE'Ab PLACE wrttNS FOR EnTREDN E»rTHL px r, ANO ExIFRIOR 910EBILPFY, ' Ma e,:r��
2.I»TALL A YIN[NM Di 9 c01R FIBFA BAFFLES Tx A `UJMAxCE WI1N ROIOWAr BTp.d1AWIR I .........
„•.N . I ��
B.INSTALL S en AND pARLING TO RISER STPUreF O EIREOTLY IYTO E lirtENT 1 rT,FRNO BOTTOM OP BAMIR.
APE SNN1 HAVE A YTNITYYI UxSTN pP P1 B�EM THE SXIWEN AM CWPLI,G.
(MODIFIED FROM VA.DIV.OF FORESTRY) ;. it 9LGPE Ng FIFE AT 7141-P N� �a eY F7LTunpN 7.1.9TILE A5 SirxrEp. TO K
.THE a1FFwNOE Br1YE»LEYpINS ANp E5 RFFRfSYT TxF FREFAO»O Area NNULO BE 1 R,YIN1xlM, (,nt ALF
1 Revision DateI/ oByf DeFi�e 5.E KINGDOM HALL O E 1 SUBMITTAL TO UNION COUNTY 9/1/11 GAS WAR 1' 20'
2 $UPERC N UCONCOUNTY 3/20/11 GAS DnwmBY Dale EHOVA'S WITNESSES EROSION CONTROL DETAILS
WITHERS RAVEN EL
Sheet No.
3 PER COUNTY COMMENTS 03/20/12 ALP JET 5/73/17 1
4 PER COUNTY COMMENTS 11/21/12 ALP Checked By rob No. - ENGINEERS I PLANNERS 1 SURVEYORS • - .. .1:. . -
5 PER COUNTY COMMENTS 12/03/12 ALP DM 0209060.0 Indian Trail Union County North Carolina L 111 MUCKenan Drive Cary,North Carolina 27511 1e1:919.469-3340 www.wilhORIAIRnel.cUm License No.Ca832
•
-

North Carolina Secretary of State Page 1 of 2
•
-;€1 ` ^ North Carolina
g
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
• .�'r F
. PO BoK 29622 Raleigh,NC 27826-0622 [phone]
Account Login Register
Date: 8/28/2013
Click here to:
View Document Filings I File an Annual Report i
Print a Pre-populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC TOLL NC I LLC LEGAL
Limited Liability Company Information
SOSID: 1158043
Status: Current-Active
Effective Date: 7/9/2010
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name: CT CORPORATION SYSTEM
Office Address: 150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Mailing Address: 150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Principal Office
Office Address: 250 GIBRALTAR ROAD
HORSHAM PA 19044
Mailing Address: 250 GIBRALTAR ROAD
HORSHAM PA 19044
Officers
Title: MANAGER
Name: DOUGLAS C.YEARLEY,JR.
Business Address: 250 GIBRALTAR ROAD
HORSHAM PA 19044
Title: MANAGER
Name: RICHARD T. HARTMAN
Business Address: 250 GIBRALTAR ROAD
HORSHAM PA 19044
Title: MANAGER
Name: MARTIN P. CONNOR
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=9556699 8/28/2013

North Carolina Secretary of State Page 2 of 2
•
Business Address: 2.50 GIBRALTAR ROAD
HORSHAM PA 19044
This website is provided to the public as a part of the Secretary of State Knowledge Base(SOSKB)system.Version:
1376
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=9556699 8/28/2013

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Compliance Inspection Report
Permit: SW3130303 Effective:05/02/13 Expiration: 05/02/21
Project: Kingdom Hall of Jehovah's Witness Phase 1 -Union County
Owner: Indian Trail Congregation of Jehovah's Witness
County: Union Adress: 6723 Secrest Shortcut Rd
Region: Mooresville
City/State/Zip: Barnardsville NC 28709
Contact Person: Billy R Houston Title: Phone: [phone]
Directions to Project:
From intersection of secrest shortcut rd(sr 1501)and faith church rd(sr 1518)go.5 mi southeast on secrest shortcut rd property
is on the rt
Type of Project: State Stormwater-HD-Wetlands State Stormwater-HD-Detention Pond
Drain Areas: 001 -(North Fork Crooked Creek) (03-07-12)(C)
002-(North Fork Crooked Creek) (03-07-12)(C)
On-Site Representative(s):
Related Permits:
Inspection Date: 11/08/2017 Entry Time: 08:55AM Exit Time: 09:10AM
Primary Inspector: James D Moore Phone:
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
II State Stormwater
(See attachment summary)
page: 1

•
Permit: SW3130303 Owner-Project: Indian Trail Congregation of Jehovah's Witness
• Inspection Date: 11/08/2017 Inspection Type Compliance Evaluation Reason,for Visit: Routine
Inspection Summary:
The project has not been completed. Initial grading started but has stopped for over a year.
•
•
•
•
page: 2

•
ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E Skvarla, Ill
Governor Secretary
April 22, 2014
Mr. Billy R. Houston
Indian Trail Congregation of Jehovah's Witnesses
232 Thompson Court
Indian Trail, NC 28079
Subject: Compliance Evaluation Inspection
Kingdom Hall of Jehovah's Witnesses
Phase 1-Indian Trail
Permit No. SW3130303
High Density Wetland and Wet Detention
Pond
Union County
Dear Mr. Houston:
Enclosed is a copy of the Compliance Evaluation Inspection (CEI) report for the
inspection conducted on April 17, 2014 by Mr. Samar Bou-Ghazale of this Office.
The reports should be self-explanatory; however, should you have any questions
concerning the report, please do not hesitate to contact Mr. Bou-Ghazale at (704) 663-
1699 Ext.2199.
Sincerely,
_ 9
Zahid S. Khan, CPM, CPESC, CPSWQ
Regional Engineer
Land Quality Section
Division of Energy, Mineral, and Land Resources
Land Quality Section -Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115
Telephone: [phone] FAX: [phone]• Internet: http:l/portal.ncdenr.org/web/lrlland-quality
An Equal Opportunity 1 Affirmative Action Employer—50%Recycled 110%Post Consumer Paper

Compliance Inspection Report
-Permit:-SW3130303 Effective: 05/02/13 Expiration: 05/02/21 Owner: Indian Trail Congregation of Jehovah's Witness
• Project: Kingdom Hall of Jehovah's Witness Phase 1 -
Union County
County: Union 6723 Secrest Shortcut Rd
Region: Mooresville
Barnardsville NC 28709
Contact Person: Billy R Houston Title: Phone: [phone]
Directions to Project:
From intersection of secrest shortcut rd (sr 1501)and faith church rd (sr 1518)go .5 mi southeast on secrest shortcut rd property is on
the rt
Type of Project: State Stormwater-HD-Detention Pond State Stormwater-HD-Wetlands
Drain Areas: 001 -(North Fork Crooked Creek)(03-07-12 )(C)
002-(North Fork Crooked Creek)(03-07-12 )(C)
On-Site Representative(s):
Related Permits:
•
Inspection Date: 04/17/2014 Entry Time: 02:25 PM Exit Time: 02:35 PM
Primary Inspector: Samar E Bou Ghazale Phone: [phone]
Ext.2199
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: State Stormwater
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
''�l State Stormwater
(See attachment summary)
Page: 1

.
r
Permit: SW3130303 Owner-Project: Indian Trail Congregation of Jehovah's Witness
Inspection Date: 04/17/2014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary: •
No construction as of this date.
•
•
•
•
•
Page: 2

1 1 p
l ,. +u(tU 710 go 44oti� lee-7 vN
Application Completeness Review
First Submittal 0 Re-submittal Date Received:3//3/3 Date Reviewed:3/zl/!3 By Bill Diuguid 'OM-
Development/Project Name: / e eha�/}ti s W,'1Avcr®l� hirsJ2- 1. -u Nieu c44., -y
Receiving stream name Arose A Peek Ca a 0 t4-4 G2a49k Classification: C.
River Basin: ye.p A,;,,
For post-construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-Ill, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar-Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30%TN and 30%TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): A(/
Latitude and Longitude: 35 OS- O g iv +90 _7 /7 Jurisdiction c)r/i4l 1 R,1:/ /U )4',o,
Project Address: 6 '7�3 Sa.,,2„s - 31,or-'�G*.+- /ck , iL� �A7 , %K,+; I fife- Z 87oq r �r'y
Engineer name and firm: fiu+rd-„r FRS mw44_1'.4. l,,/.Ihets . RnJa,61E1 - C kg y,0.c. z 7SJ/
Phone:9/9-9- ' - 33'v Email: h-F „,,,.,,.,pw';-14). 5.Rali 4i.)al,G3e
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? leYes o ❑ No
-Low Density (no curb and gutter) --EB-Low Density with curb and gutter outlets igh Density 0 Other_
-a- 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter an ' fo letter)
c BUA 4 ,'. 77°,,
c' Check for$505.00 included
l/Arrginal signature (not photocopy) on application 3;/iv g. Roo. .II 7-Rk e-e-
,V Legal signature (Corporation-VP/higher, Partnership-General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
,For subdivided projects, a signed and notarized deed restriction statement
ia'/Sealed, signed & dated calculations
r' Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
o Bioretention 0 Rooftop Runoff Management
o Dry Detention Basin ❑ ,Sand Filter
❑ Filter Strip Stormwater Wetland
o Grass Swale ['Wet Detention Basin
o Infiltration Basin ❑ Low Density
o Infiltration Trench 0 Curb Outlet
❑ Level Spreader 0 Off-Site
❑ Permeable Pavement 0 NCDOT Linear Road
❑ Restored Riparian Buffer
rs' Two sets of sealed, signed & dated layout&finish grading plans with appropriate details
arrative Description of stormwater management provided
r Soils report, geotech information provided
❑ Wetlands delineated pr a note on the plans or in the accompanying documents that pone.exist on site and/or
adjacent property AJ 'A/e AP p4-/e�4JT ON' —1-0Po s, Tb IZM-iW N kV;6 4'7/DA.-
etails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
Dimensions & slopes provided
rainage areas delineated 0 Pervious and impervious reported for each 0 Areas of high density
ii( MP operation and maintenance agreements provided
• cw' Application complete 0 Application Incomplete Returned: (Date)
Comments
Oct 29 2012 Revision, Bill Diuguid

•
.?F� A�err
�®
NCIDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P.E. John E. Skvarla, Ill
Governor Director Secretary`,
CtiViSi:o" '°;!ATEER QUALI'
March 28, 2013
MIRY 102013
•
Mr. Hunter C. Freeman, PE Uzc;TioN
Withers& Ravenel MOORESV3LLE REGIONAL OFf
111 MacKenan Drive
Cary, NC 27511
Subject: Request for Additional Information
Stormwater Project No.SW3130303
Kingdom Hall of Jehovahs Witnesses Ph. 1
Union County
Dear Mr. Freeman:
•
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on March 15, 2013. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. Please submit the application (SWU-101) and the O&M Agreements with original signatures. The
ones submitted were photocopies.
2. A SHWT elevation determination must be done within the footprint of each BMP proposed. No
site specific soils information was provided, and this item was left blank on the supplement forms.
3. Please delineate and show on the plans the drainage areas to each of the two BMPs; including the
area of the BMP itself.
4. Please show all wetlands and surface waters on the plans, or if there are none,provide a note to
that affect.
5. Page 3 of the Wet Pond 0&M Agreement: The bottom and sediment cleanout elevations are not
consistent with the plans, calcs, and supplement forms.
6. Wet Pond:
a. On sht. 6.0:
i. It is not clear if the"void space" on the riser detail is a weir or not?
ii. The cross section needs to show the 10:1 vegetated shelf.
b. The orifice size is not shown consistently on the plans, calcs,and supplement forms (1"
and 2" is used in different places).
•
Wetlands and Stormwater Branch One
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 NorthCarolina
Location:512 N.Salisbury St.Raleigh,North Carolina 27604
Phone:[phone] FAX:[phone] Naturally
Internet:www.ncwalerquality org
An Equal Opportunity t Affirmative Action Employer

Mr. Hunter Freeman, PE
SW3130303- Kingdom Hail
March 28,2013
c. Based on the 2"orifice shown on the plans, the minimum required treatment volume
(5928 cf)will drawdown in less than the minimum required 2 days.
d. Based on the surface areas provided,the average depth appears to be less than the 3'
minimum required.
e. Please provide a hardened emergency spillway. None was provided.
f. The outlet structure input for the routing calculations is not consistent with the plans.
7. Constructed Wetland:
a. On Sht. 6.1:A minimum of 4" of topsoil needs to be shown on the cross section.
b. Dependant on the SHWT and site soils, the deep pools may need to be lined or compacted
to maintain the water level.
c. Please consider providing a more stable and adjustable outlet control structure.
8. Please note that the volume used in the drawdown calculations for both BMPs should be based on
the minimum required treatment volume (for the 1"), not the whole temporary pool volume
provided.
9. Please be sure to revise all forms, plans, and calculations to reflect any changes.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to April 27, 2013,or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application
fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to
the Division at the address and fax number at the bottom of this letter.The request must indicate the date by
which you expect to submit the required information.The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
All revised original signed documents must be returned or new originals must be provided. Copies are not
acceptable.Any revised calculations or plans must be sealed,signed,and dated. Please reference the State
assigned permit number SW3130303 on all correspondence. If you have any questions concerning this
matter please feel free to call me at(919) 807-6375, or at [e-mail].
Sincerely,
Robert D. Patterson, PE •
Environmental Engineer
Stormwater Permitting Unit
•
Page 2 of 3

r
_ '.Mr. Hunter Freeman,PE
SW3130303-Kingdom Hall
March 28,2013
cc: •SW3130303 File
Billy R. Houston - Indian Trail Congregation of Jehovah's Witnesses
ec: Bruce Prince- NCRBC#4
Michael Parker- Mooresville Regional Office
Page 3 of 3

tt-
WITHERS ~ RAVENEL LIME 1ITPAH CITML
ENGINEERS I PLANNERS I SURVEYORS
DATE 04/19/13 rob No. 02090060
115 MacKenan Drive ATTENTION Robert Patterson
Cary, North Carolina 27511 —
Tel.:[phone] Fax:[phone] RE: Kingdom Hall of Jehovah's Witness
TO: North Carolina Division of Water Quality
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following
❑ Shop Drawings El Prints ❑ Plans • ❑ Samples Specifications
❑ Copy of Letter El Change order ❑ Diskette ❑
COPIES DATE NO. DESCRIPTION
1 04/18/13 Response to Comments
1 04/18/13 Pond Design Report
1 04/18/13 Copy of Revised O&M for Wetland
1 04/18/13 Copy of Revised O&M for Wet Detention Basin
1 04/18/13 Seasonal High Water Table Evaluation Report
2 04/18/13 Plan Sets
THESE ARE TRANSMITTED as checked below:
® For approval 0 Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
APR 2 3 2013
•
_ W .CeUAUTY
an,: & atef Branch
COPY TO: SIGNED: Jennifer Diaz
If enclosures are not as noted,kindly notify us at once.

WITHERS &' RAVEICI EL
ENGINEERS I PLANNERS I SURVEYORS
April 18, 2013
Mr. Robert D. Patterson, PE
NCDENR — Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 2 7699-1 61 7
Re: Kingdom Hall of Jehovah's Witnesses Phase 1 — Stormwater Project No. SW3130303
Dear Mr. Patterson,
Withers & Ravenel has reviewed your comments dated March 28, 2013. Your comments have
been copied below; our responses are italicized:
1. Please submit the application (SWU-101) and the O&M Agreements with original
signatures. The ones submitted were photocopies.
Response: The Application and O&M Agreements that were submitted previously were the
originals. Withers & Ravenel retained copies for our records but no longer have the originals. The
revised O&M Agreements have been included with this submittal.
2. A SHWT elevation determination must be done within the footprint of each BMP proposed.
No site specific soils information was provided, and this item was left blank on the
supplement forms.
Response: The SHWT elevation determination was prepared by Soil Services PLLC. The report has
been included in this submittal and the supplement forms have been revised.
3. Please delineate and show on the plans the drainage areas to each of the two BMPs;
including the area of the BMP itself.
Response: A drainage area map has been provided with this submittal. It has been included as
part of the stormwater management report in the Site Information section.
4. Please show all wetlands and surface waters on the plans, or if there are none, provide a
note to that affect.
Response: There are no wetlands or surface waters on site. A note to that effect has been added to
the Site Plan (Sheet 2.0).
115 MacKenan Drive I Cary, NC 275111 tel.: 919.469.334o I fax: [phone] I www.withersravenel.com I License No.C-o832
1410 Commonwealth Drive I Suite 101 I Wilmington, NC 28403E tel: [phone] I fax: [phone]
7011 Albert Pick Road,Suite G Greensboro, NC 27409 I tel: [phone]ooq I fax: [phone]

WITHERS SrRAVENEL
5. Page 3 of the Wet Pond O&M Agreement: The bottom and sediment cleanout elevations
are not consistent with the plans, calcs, and supplement forms.
Response: Revised per comment.
6. Wet Pond:
a. On sht. 6.0:
i. It is not clear if the "void space" on the riser detail is a weir or not?
Response: The "void space" on the riser detail is the space between the riser crest and the top
slab, not an additional weir. The detail has been revised to provide more clarity.
ii. The cross section needs to show the 10:1 vegetated shelf.
Response: Revised per comment.
b. The orifice size is not shown consistently on the plans, calcs, and supplement forms
(1" and 2" is used in different places).
Response: The orifice size and elevation were adjusted as a result of the SHWT findings. The
orifice size was adjusted to 1.5". All references to the orifice size and elevation have been revised.
c. Based on the 2" orifice shown on the plans, the minimum required treatment
volume (5928 cf) will drawdown in less than the minimum required 2 days.
Response: The drawdown was recalculated with a 1.5"orifice and the time is now 2.29 days.
d. Based on the surface areas provided, the average depth appears to be less than the
3' minimum required.
Response: The average depth was calculated using "Option 2". The calculations have been
provided in the storm water management report.
e. Please provide a hardened emergency spillway. None was provided.
Response: The proposed riser/barrel outlet is a combination spillway; the primary spillway being
the drawdown orifice, the emergency spillway being the riser crest. An additional routing showing
a worst case scenario with the primary being clogged and the routing beginning at the riser crest
has been.provided as the basis for this design without an additional spillway. This ensures the
pond will not overtop in a 100-year storm event even with the orifice blocked.
f. The outlet structure input for the routing calculations is not consistent with the
plans.
Response: Revised per comment.
Page 2 of 3

WITHERS ScRAVENEL
7. Constructed Wetland:
g. On Sht. 6.1: A minimum of 4 of topsoil needs to be shown on the cross section.
Response: Revised per comment.
h. Dependant on the SHWT and site soils, the deep pools may need to be lined or
compacted to maintain the water level.
Response: The SHWT results indicate that a liner is not necessary since the proposed normal pool
is within +6" of the SHWT.
i. Please consider providing a more stable and adjustable outlet control structure.
Response: Other outlet structures were considered, however the proposed outlet structure was the
best option considering site constraints.
8. Please note that the volume used in the drawdown calculations for both BMPs should be
based on the minimum required treatment volume (for the 1"), not the whole temporary
pool volume provided.
Response: Revised per comment.
9. Please be sure to revise all forms, plans, and calculations to reflect any changes.
Response: Revised per comment.
The revised plans and stormwater management report have been provided with this submittal. The
revised O&M forms have been provided as well. We hope to have addressed your concerns. If
you should have any further questions or comments please do not hesitate to contact us.
Sincerely, `_
WITHE - G� RAVENEL
ennife ► '
Page 3 of 3