app_MOD1

State of North Carolina tiFP 19 2014
Department of Environment and Natural Resources DENR•LAND QUALITY
Division of Energy, Mineral and Land Resources STORMR-LAN PERMITTING
STORMWATER MANAGEMENT PERMIT�WPLICATION FORM
This form may be photocopied for use as f dpnginal
�O
I. GENERAL INFORMATION A,
1. Project Name (subdivision, facility, or establishment na*- sho Id N nt with project name on plans,
specifications, letters, operation and maintenance agregg� ls, 11 r 59�.
Honewell Bantist Church - Phase 11 %& fj -\'
2. Location of Project (street address):
City:Fairview
Zip:28110
3. Directions to project (from nearest major intersection):
From I-485 and Fairview Road take the exit heading east on Fairview Road. At the intersection of Fairview
Road and Concord Hwyr(601) turn left onto Concord Hwy heading north. Turn right (east) onto Old Dutch
Road from Concord Hwy site is on thrip
e side of the road.
4. Latitude:35* UY 30" N Longitude:800 32' 18" 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 numberSW3100301 , its issue date (if known)06/02/2010 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
DEMLR 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):
❑CAMA Major ®Sedimentation/Erosion Control• 8.62 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit. Proposed Impacts
b. If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit.
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: htW://12ortal.ncdenr.org/webAr/rules-and-regglations
Form SWU-101 Version Oct. 31, 2013 Pagel of 6
DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
- -/
UO O
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina tiFP 19 2014
Department of Environment and Natural Resources DENR•LAND QUALITY
Division of Energy, Mineral and Land Resources STORMR-LAN PERMITTING
STORMWATER MANAGEMENT PERMIT�WPLICATION FORM
This form may be photocopied for use as f dpnginal
�O
I. GENERAL INFORMATION A,
1. Project Name (subdivision, facility, or establishment na*- sho Id N nt with project name on plans,
specifications, letters, operation and maintenance agregg� ls, 11 r 59�.
Honewell Bantist Church - Phase 11 %& fj -\'
2. Location of Project (street address):
City:Fairview
Zip:28110
3. Directions to project (from nearest major intersection):
From I-485 and Fairview Road take the exit heading east on Fairview Road. At the intersection of Fairview
Road and Concord Hwyr(601) turn left onto Concord Hwy heading north. Turn right (east) onto Old Dutch
Road from Concord Hwy site is on thrip
e side of the road.
4. Latitude:35* UY 30" N Longitude:800 32' 18" 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 numberSW3100301 , its issue date (if known)06/02/2010 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
DEMLR 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):
❑CAMA Major ®Sedimentation/Erosion Control• 8.62 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit. Proposed Impacts
b. If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit.
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: htW://12ortal.ncdenr.org/webAr/rules-and-regglations
Form SWU-101 Version Oct. 31, 2013 Pagel 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:Hopewell Baptist Church
Signing Official & TitleJohn Crowell - Director
b. Contact information for person listed in item 1a above:
Street Address:420 Hopewell Church Road
City:Monroe State:NC Zip:28110
Mailing Address (if applicable):same as above
City: State: Zip:
Phone: (704 ) 753-1084 Fax:
Email:private
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:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable);
City:
Phone: ( )
Email:
State:
State:
Fax: ( )
Zip:
Zip:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Site Solutions
Signing Official & Title:Lester Barnes, PE - Project Engineer
b. Contact information for person listed in item 3a above:
Mailing Address:2320 West Morehead Street
City:Charlotte State:NC Zip:28208
Phone: [phone] Fax: [phone]
Email:wsherrill®sitesolutionspa.com
4. Local jurisdiction for building permits: Union County
Point of Contact:Tera Griffin Phone #: (704 ) 283-3594
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

W. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be conveyed via ditches and pipes to an existing wet detention basin on the eastern side of
the property. The basin was been designed in accordance with NCDENR criteria for 85% TSS removal. The
outflow from the basin drains to an existing level spreader with a 30' engineered filter strip.
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 -Pee Dee River basin.
4. Total Property Area: 85.568 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*: 85.568 acres
Total project area shall be calculated to exclude the followingR: the normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below the Lrmal Higgh Water (N. 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 (BUA). Non -coastal wetlands landward of the NHW (or MW line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 23.10 %
9. How many drainage areas does the project have?l (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 _ Drainage Area _ Drainage Area _
Receiving Stream Name
Goose Creek
Stream Class *
C
Stream Index Number *
13-17-18
Total Drainage Area (so
1,258,017
On-site Drainage Area (sf)
1,258,017
Off-site Drainage Area (sf)
0
Pro osed hn rvious Area" s
290,513
% Impervious Area" total
23.10
hn 'ops'* Surface Area
Drainage Area 1 Drainage Area _ Drainage Area _ Drainage Area _
On-site Buildings/Lots (sf)
45,313
On-site Streets (so
0
On-site Parking (sf)
206,696
On-site Sidewalks (sf)
25,000
Other on-site (sf)
13,504
Future (sf)
0
Off-site (sf)
0
Existing BUA*** (sf)
213,445
Total (so:
290,513
* Stream Class and Index Number can be determined at: httn://yortal.ncdenr.or hup et/ vq s/csu/classifications
ops area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
si alks, gravel areas, etc.
*** Report only that amount of existing B11A that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off-site impervious area listed above determined? Provide documentation. N/A
Protects in Union County: Contact DEMLR Central ice staffto 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 htto://vortal.ncdenr.ore/web/wo/ws/su/bmo-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). 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/wg/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wg/ws/su/maps.)
Please indicate that the following 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 fromhgp://uortal.ncdenr.org/web/wows/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. LAX
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants LAS
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M LAB
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to _1-49_
http://www.envhelp.org/paixes/`onesWpexpress.h 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 LAR
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 _ LIAB
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). I -AS
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: i AB
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.
in. 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).
Fonn SWU-101 Version Oct. 31, 2013 Page 4 of 6

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p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify —LAB --
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 DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 1481 Page No: 291 LAB
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC L$
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.smretLry.state.ne.us/Corporations/CSearch.asRx
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 htp:/112ortal.ncdenr.org/web/ir/"state-stormwater-
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 DEMLR, 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:Lester Barnes. PE
Consulting Finn: Site Solutions
Mailing Address:2320 West Morehead Street
City:Charlotte State:NC Zip:28208
Phone: (704 ) 521-9880
[e-mail]
Fax: ,(704 ) 831-5684
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) 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 1a) with (print or type name of organization listed in
Contact Information, item la) 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 SWU-101 Version Oct. 31, 2013 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 DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR 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: Date:
I, , a Notary Public for the State of , County of
do hereby certify that
personally appeared
before me this day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item 1a) David Hayes
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 coyopmttswill be recorded, and that the proposed project complies with the requirements of the
applicable sto water rules u
y er 15 NCAC/2H .1000 and any other applicable state stormwater requirements.
Signature;
Date: Cl' 15;�- 1 T
LGI. Q arDllna-
I, S • �� �.S , a Notary Public for the State of ivar�'j ,County of
U,111 D fA . do hereby certify that Zi Wd w) personally appeared
before me this D' day of b 1and ackno ledge the due ex on of the application for
a stormwater permit. Witness my hand and official seal, IA2n
Form S"-101 Version Oct. 31, 2013
v
SEAL
My commission expiresvn (i aim I 1
, Ablb
U J
Page 6 of 6

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Check Date:
Check No:
Amount:
Vendor:
Invoice Date:
Invoice (Ref) No:
PO:
Memo:
09/15/2014
7367
$505.00
NCDENR-Public Water Supply System
09/15/2014
UA03 0
HOPEWELL BAPTIST CHURCH
420 HOPEWELL CHURCH ROAD
MONROE, NC 28110
RECEIVED
SEP 19 2014
DENR•LAND QUALITY
STORMWATER PERMITTING
®Fhwtadn
Hank
66-30-531
DATE AMOUNT
7367
7367
Five Hundred Five Dollars and 0 Cents 09/15/2014 $505.00
PAY
TO THE
ORDER NCDENR-Public Water Supply System
OR�1
OF

0

Permit No.
(to bep wed by OWO)
AF
SOF W ATg90
O G
y
NCDENR
t
%impervious
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Design rainfall depth
401 CERTIFICATION APPLICATION FORM
Storage Volume: Non-SAWaters
WET DETENTION BASIN SUPPLEMENT
Minimum volume required
This form must be filled out, printed and submitted.
Volume provided
The Required items Checklist (Pad 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION A&L-
Project name Hopewell Baptist Church
Contact person
Phone number
Dale
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
Drainage area
1,258,017 g'
Impervious area, post -development
290,513 ft'
%impervious
23.09 %
Design rainfall depth
3.0 in
Storage Volume: Non-SAWaters
Minimum volume required
Minimum volume required
R'
Volume provided ft'
Storage Volume: SAWaters
1.5• runoff volume
34,427 4'
Pre -development 1 -yr, 24 -hr runoff
15,673 ft'
Past -development 1 -yr, 24 -hr runoff
68,625 ft3
Minimum volume required
52,952 f /
Volume provided
53,230 ft'
Peak Flow Calculations
Is the prepost control of the lyr 24hr storm peak Row required?
N (Y or N) '
1 -yr, 24 -hr rainfall depth
3.0 in
Rational C, pre -development
0.30 (unidess)
Rational C, post -development
0.45 (unitless).-.•
Rainfall intensity: 1 -yr, 24 -hr stone
2.99 in/hr OK
Pre -development 1 -yr, 24 -hr peak Row
26.64 ft lsec
Post -development 1 -yr, 24 -hr peak flow
38.88 ft'/sac
Pre/Post 1 -yr, 24 -hr peak flow control
12.24 ft /sec
111"I
Elevations
Temporary pool elevation
Permanent pool elevation
518.00 frust•'
514.50 frust
,� �i�
SHWT elevation (approx. at the perm. pod elevation)
final d/ e'T ' &1 A r L
Top of loft vegetated shelf elevation
515.00 fmsl *-FrlrcAf-''J 040W
•••
Bottom of 1Oft vegetated shelf elevation
514.00 fmsl
;•
Sediment deanout, top elevation (bottom of pond)
Sediment deanout, bottom elevation
509.00 fmsl
508.00 frust
�yr:
r
Sediment storage provided
1.00 It ✓
1/ \\`
��f?'��„(
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the lop of the additional volume
518.0 fmsl OK
co.m awaol-Wer eaam-ReV.9411e112 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(Io be provided ay DWO)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SNDA ratio
Area PROVIDED, permanent pool, A..
Area, bottom of 10ft vegetated shelf, A��
Area, sediment cleanout. top elevation (bottom of pond), Awn
Volumes
Volume, temporary pool
Volume, permanent pool, Vp m,
Volume, forebay (sum of forebays'd more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SNDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, VPe,r jw
Area provided, permanent pool, A._,,
Average depth calculated
Average depth used in SAIDA, dn, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A.,,
Area, bottom of 10ft vegetated shelf, Ab,,_�
23,018 ft'
12,329 ft'
0.98 (unitless)
13,520 a OK
10,429 ft
2,250 If
53,230 ft' /OK
37,452 ft' V-
8,666 ft' v,�
23.1%% Insufficient forebay volume.
85 %
N (Y or N)
Y (Y or N)
0.98 (unitless)
N (Y or N)
37,452 ft
13,520 8i*
3.48 It OK
3.5 It OK
Y (Y or N)
13,520 ft
10,429 ft'
Area, sediment deanoul, lop elevation (bottom of pond), Ate,„
2,250 ft
'Depth" (distance bAv bottom of 10ft shelf and top of sediment)
5.00 ft
Average depth calculated
3.48 ft OK
Average depth used in SNDA, dN, (Round to down to nearest 0.5ft)
3.5 ft OK
Drawdown Calculations
Vegetated shelf width
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
3.00 in
Area of orifice (if -mm -circular)
in'
Coefficient of discharge (Cc)
0.62 (unidess)
Driving head (Ha)
1.13 It
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C,)
(unitless)
Length of weir (L)
It
Driving head (H)
It
Pre -development 1 -yr, 24 -hr peak flow
26.64 ft'/sec
Post -development 1 -yr, 24 -hr peak flow
38.88 ft' /sec
Storage volume discharge rate (through discharge orifice or weir)
0.26 ft'/sec
Storage volume drawdown time
2.87 days OK, draws down in 2.5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 It
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.0 It
OK
Vegetated filter provided?
Y (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pumping the pond below the permanent pod elevation.
Fe sweot-we, omenuw, eea11Rev.94fM2 Parts I. SII. Design Summary, Page 2 of 2

LSRL1 LI ER OF `TR&LIVMD`T`TLrA\LS
TO NCDENR DMSION OF ENERGY, MINERAL AND NATURAL RESOUR-
STORMWATER PERMITTING
1612 MAIL SERVICE CENTER
RALEIGH, NC 27699-1612
d
JOB N0.
3 1E �
7 � FS
DAZE 9/18/14
DATE
NO. DESCRIPTION
ATTENTION BILL DIUGUID
91181
RE: HOPEWELL. BAPTIST CHURCH PHASE 2 L,
'
S
STORMWATER APPLICATION
STORMWA TER MANAGEMENT PERMIT APPLICATION FORM
1
Wei
CHECK FOR 5505.00 (#7367)
1
snW1i
CALCULATIONS BOOK W1 STORMWA TER NARRATIVE
WE ARE SENDING YOU 21 Attached corer vi
ched ❑ under separate a
El shop drawings El Prints C:]plans ❑ Samples
❑ Copy of letter []Change order F1
SITE
v 'I
zm
SOLUTIONS
2 3 2 0
W. Morehead Street
Charlotte. NC 28208
P 704.521.9880 F 704.521.8955
vrNnv.sitesolu6onsoa.wnn
the following items:
❑ Speofiotlons
COPIES
DATE
NO. DESCRIPTION
1
91181
COVER LETTER
2
911&14
STORMWA TER MANAGEMENT PERMIT APPLICATION FORM
1
Wei
CHECK FOR 5505.00 (#7367)
1
snW1i
CALCULATIONS BOOK W1 STORMWA TER NARRATIVE
1
W17114
WET DETENTION BASIN SUPPLEMENT FORM
1
91151/
WET DETENTION BASIN O&M AGREEMENT
2
W15114CONSTRUCTION
DRAWINGS
d Ee)0
I Htt J/Vit i KA NJMI I I CU as CaeCKea wow..
Q
For approval [I Approved as SW.*ted ❑ Resubma copies for approval
❑
For your use E]Appve
Approved as rated E] Submit copies for distribution
As requested Returned for corrections ❑ Return connected priors
❑ For review and comment n
REMARKS ENCLOSED ARE THE DRAWINGS AND CALCULATIONS ASSOCIATED WITH THE EXPANSION
OF THE BUILDING AND PARKING AREA FOR HOPEWELL BAPTIST CHURCH. THE CHURCH IS ASKING FOR A REWS
TO THE ORIGINAL PERMIT. MODIFICATIONS TO THE SUBMITTAL PACKAGE ARE OUTLINED IN THE ATTACHED COV
LET ME KNOW IF YOU REQUIRE ANYADDITIONAL MATERIALS FOR YOUR REVIEW.
COPYTO FILE SIGNED: LESTERA. BARNES, PE

SIiE
so�urioos
LANDSCAPE
ARCHITECTURE
September 18, 2014
alt
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� �Cn
Mgyl12
�ti.
015
Mr. Bill Diuguid, AICP — Stormwater Planner and Plans Re
Stormwater Permitting, Land Quality Section
NCDENR Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
RE: Hopewell Baptist Church Phase 2 — Stormwater Permit Modification
Dear Mr. Diuguid:
Thank you for your guidance and assistance for Phase 2 of the Hopewell Baptist
CIVIL ENGINEERING Church in Monroe, Union County, North Carolina. We are applying for a modification
to existing stormwater permit SW3100301, originally issued June 2, 2010 for your
review and approval. This permit modification is being requested due to an increase
of impervious area consisting of a proposed building and paved parking expansion.
SITE PLANNING To accommodate the increased impervious area and continue to meet water quality
requirements, the outlet structure for the wet detention pond was modified.
Enclosed you will find the completed application package as outlined in the
transmittal sheet. The modifications to the package (as listed in Section VI.
Submittal Requirements) are listed below (with an explanation in italics):
• Signed and notarized Deed Restrictions and Protective Covenants Form: not
provided, • submitted with initial package
• Applicable BMP Supplement Forms and 0&M Agreements: provided only for the
wet detention pond; other BMP supplement fonns submitted with initial
package
• Applicable Soils Report: not provided, • submitted with initial package
• Property Deed: not provided; submitted with initial package
• USGS Map: not provided; submitted with initial package
• Calculations:
o Existing Site Data: section omitted; submitted with initial package
o Erosion Control Calculations: provided for Skimmer Basins #1 and #2
only, • sediment trap & basins not applicable to Phase 2,• rip -rap apron
submitted with initial package
o Storm Drainage Calculations: section omitted; submitted with initial
package
o Pre-Dev Drainage Area Map: section omitted, • submitted with initial
package
o Composite Drainage Area Maps: section omitted: not applicable to
Phase 2
2328 W. Morehead St.
Charlotte, NC 28288
Phone: [phone]
Fax: [phone]
sitesolutionspa.com

^+ �1 .!
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. n
' ��
r��\L�
�:.c!,t

Mr. Bill Diuquid
September 18, 2014
Page 2
We hope you find the enclosed information satisfactory. Please let us know if you
have any questions or require additional information to proceed with your review.
Sincerely,
SITE SOLUTIONS
Lester A. Barnes, PE, LEED Green Associate
Enclosures

13 �.iQ?Jd (V e2+.S- vd -n
CL -",j J4,u
rr S.41`��aro`F �M� S
yomyj isilde8 pa MadoH 40
j a6ed qj e a Disc -On

2 6 u,o-4 4z , 11
Application i
ai ica Re 5V,/ 3/o03a/
❑ First Submi a 0 -submittal Date Received:
Development/Project Name: JUOPT Wim_ ff.#
Receiving stream name 6-oA e
River Basin: D .E
F
or post -construction requirements, a program
plementing any of the following programs: WS -1
SW, Tar -Pamlico River Basin NSW, and the Rar
that
T&E Specie Goose Cr(
Latitude and Lo
Project Address: 8'
Engineer name and firm:
a 401/404 within an
�fwGt,�r�
etepess
e zfteview 20/® _W 310030,* 6l2 ZD/D
LiNi
we Reviewed: Mz i By Bill
thaw Creek or Six Mile Creek
O 30 Al _ ga 32
Classification:
for the areas where it is
k QW, ORW, Neuse River Basin
Uv Watershed Nutrient
85% TSS. 30% TN and 30% TP removal.
Ju isdiction
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? 9KYes or ❑ No //
L3 Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ❑ High Density 00thar(50a-V-
4a-401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter) C,eX-i'-r
o-BUA 23, ! O °Jo
ul�Check for $505.00 included
Er nginal signature (not photocopy) on application
or 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.
act oA4Xw,,Copy of property deed showing ownership or control
s- For subdivided projects, a signed and notarized deed restriction statement
orSealed, signed & dated calculations
rum Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
Ri4et Detention Basin E x ix) -1 NG WC r -VXh
❑ Low Density /Qt'-t✓oRk
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
:""Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
d Narrative Description of stormwater management provided
qe,
d4,, oils report, geotech information provided
WetlanJc9l Iineated or a note on the plans or in the accompanying documents that none exist on site and/or
ad acent property of f o Goase C2a=k.
P,-� etails for the roads, parking area, 6ul-de-sac radii, sidewalk widths, curb and gutter;
imensions & slopes provided
p/,Orainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
ry AMP operation and maintenance agreements provided
o' Application complete ❑ Application Incomplete Returned: (Date)
Comments
April 26, 2013 Revision, Bill Diuguid

SITE SUMMARY
Site Design Narrative for
Hopewell Baptist Church - Pha*4 *W,
September 17, 2014 046 � 1 ?p/s
The site is located at the southeast comer the intersection of US Highway 601 as l n
Fairview, NC. The proposed improvements for the site include a 25,236-sf church expansion
additional paved parking areas. The total denuded area for the second phase of the site is 8.79 -acres.
Currently, the site is comprised of an existing 20,076-sf church with associated parking, access drives,
and stormwater management system. Surrounding the site are fallow agricultural fields with some
wooded areas along the northeastern margin of the property. Stormwater for the developed portion of
the site is conveyed by inlet structures, piping, and conveyance ditches, which run predominantly from
west to east to an existing wet detention pond. Outflow from the existing wet pond goes to an existing
splitter box, which discharges a maximum 10 cfs flow to an existing 100' level spreader with a 30'
engineered, grassed filter strip (LS-VFS). The larger overflow bypass flows from the splitter box flows
through a pipe and discharges near the existing stream. Ultimately, water flows from the on-site
stream, beginning at the northeast corner of the site and continues off-site until it reaches Goose
Creek.
Due to the increased impervious area as part of Phase 2, the existing wet detention pond's outlet
structure has been modified to maintain the current detention and water quality performance. The
existing wet detention basin was designed to achieve 85% TSS, and was sized to the 1 -year pre minus
post condition. The existing downstream splitter box, 100' level spreader, and 30' engineered, grassed
filter strip are not being modified for phase 2. Diversion of all off-site flows will continue around the
basin and reconnect to pre -developed outflow points along the site margins.
Design Calculations Summa
*Top of pond elevation = 521.00
Pre Flow(cfs)
Post Flow
Into Pond (cfs)
Post Flow
Pond Routed (cfs)
Max Water
Elevation*
1 yr.
26.64
38.88
0.26
518.00
2 yr.
47.32
64.38
42.56
519.08
10 yr.
96.18
118.46
64.83
519.69
50 yr.
154.44
180.33
102.35
520.01
*Top of pond elevation = 521.00

Diuguid, Bill
From: Lester Barnes <[e-mail]>
Sent: Monday, September 29, 2014 9:42 AM
To: Diuguid, Bill
Cc: Wesley Sherrill
Subject: RE: Hopewell Baptist Church Site Plan Review
Attachments: Stormwater Management Narrative REV 2014-09-29.pdf
Thank you for your review and assistance on this project. We have attached is an updated Site Narrative with the 1 -year
storm numbers matching the Wet Detention Basin Supplement form.
Let us know if you need anything else.
Thanks,
Lester A. Barnes III, P.E.
Project Designer
Site Solutions, Inc.
2320 W. Morehead Street
Charlotte, NC 28208
Direct: 704-496-6295
Phone: [phone]
Fax: [phone]
www.sitesolutionspa.com
Site Solutions. Improving The Places You Live, Work & Play
From: Diuguid, Bill [mailto:[e-mail]_v]
Sent: Friday, September 26, 2014 10:57 AM
To: Lester Barnes
Subject: Hopewell Baptist Church Site Plan Review
Lester:
I'm ready to issue this stormwater permit, but I need you to email me a revised Site Design Narrative with a Design
Calculations Summary that matches the Wet Detention Basin Supplement form
Numbers for the 1 yr storm. It appears that the Supplement sheet is the correct one because the elevations shown
there match the site plan wetpond details.
Just email a corrected Narrative sheet and you'll be good to go.
Bill D.
Bill Diuguid, AICP, Stormwater Planner and Plans Reviewer
Stormwater Permitting
Land Quality Section
Division of Energy, Mineral and Land Resources I NCDENR
1612 Mail Service Center (Mail)
512 N. Salisbury St, Raleigh, NC 27604 1 9th Floor (Location & Parcels)
1