SW3161201_2 - SW Permit Mod Application signed w-attach_5/5/2020

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
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
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Conservancy at Waxhaw Creek Phase 2
2. Location of Project (street address):
Steele Road
City: Waxhaw County:Union Zip:
3. Directions to project (from nearest major intersection):
From downtown Monroe, at the intersection of NC 207 and Lancaster Ave, travel south on Lancaster Hwy
(NC 200)13.5 miles and turn right onto Steele Rd. Go 0.71 mi. on Steele Rd (SR 1177) and turn right onto
Hawk View Rd. Go annrox. 800' on Hawk View Rd to the Phasel/Phase 2 line.
4. Latitude:34° 51' 33" N Longitude:-80° 43' 55" 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 SW3161201 , its issue date (if known) 12/16/2016 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):
❑LAMA Major
®Sedimentation/Erosion Control: 24.7 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: Conservancy at Waxhaw Creek Ph 2, Project ID: UNION-2017-001,
issue date 09/13/16 - erosion control for initial site clearing
Conservancy at Waxhaw Crk Ph 2, Proj ID: UNION-2017-036, dated 11/30/16 - erosion control for grading
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

5. Is the project located within 5 miles of a public airport? [:]No ®Yes
If yes, see S.L. 2012-200, Part VI: http://.portal.ncdenr.org/web/lr/rules-and-regulations
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: Dependable Development, Inc.
Signing Official & Title: iohnathan M. McCall - Managing Member
b. Contact information for person listed in item 1a above:
Street Address: 2627 Brekonridge Centre Drive Suite 104
City: Monroe State: NC Zip: 28110
Mailing Address (if applicable): 2649 Brekonridge Centre Drive
City: Monroe State: NC Zip: 28110
Phone: ( 704 ) 401-7185 Fax: ( 704 ) 238-1150
Email: [e-mail]
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):
State: Zip:
City: State: Zip:
Phone: ( ) Fax: ( )
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: lay Stikeleather - Providence Land Group, LLC
Signing Official & Title: Iay Stikeleather - Owner
b. Contact information for person listed in item 3a above:
Mailing Address:
3716 Providence Road South
City: Waxhaw State: NC Zip: 28173
Phone: ( 704 ) 400-0117 Fax: ( 704 ) 243-1682
Email: [e-mail]
4. Local jurisdiction for building permits: Union County Building Code Enforcement
Point of Contact: Mark Griffin - Division Director Phone #: ( 704 ) 283-3816
Form SWU-101 Version Oct. 31, 2013 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from built -upon area will be directed to two wet ponds.
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 Catawba River basin.
4. Total Property Area: 53.85 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+: 53.85 acres
+ Total project area shall be calculated to exclude the followin : the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHK) line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (BUA). 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 = 8.07 %
9. How many drainage areas does the project have? 1 (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.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 7

Basin Information
Drainage Area
OA
Drainage Area _
Drainage Area _
Drainage Area
Receiving Stream Name
Waxhaw Creek
Stream Class *
C
Stream Index Number *
11-139
Total Drainage Area (so
2,638,429
On -site Drainage Area (sf)
2,345,706
Off -site Drainage Area (so
292,723
Proposed Impervious Area** (so
189,307
% Impervious Area** total
8.07
Impervious' Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
126,321
On -site Streets (so
62,986
On -site Parking (so
0
On -site Sidewalks (so
0
Other on -site (so
0
Future (sf)
0
Off -site (so
55,603
Existing BUA*** (so
0
Total (so:
244,910
* Stream Class and Index Number can be determined at: http.Z&ortal.ncdenr.org web/wg&s/csu/classifications
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 BUA 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. (see attached)
Protects in Union County: Contact DEMLR 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://12ortal.ncdenr.org/web/wq/ws/su/bmp-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://12ortal.ncdenr.org/web/wq/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/wq/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 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.
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
agreement(s) for each BMP.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7

4. Permit application processing fee of $505 payable to NCDENR. (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/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
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.
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 DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 06878 Page No: 0335
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 1a, 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.secretaLy.state.nc.us/Cori2orations/CSearch.aspx
Form SWU-101 Version Oct. 31, 2013 Page 5 of 7

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://portal.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: Richard L. Modlin, PE
Consulting Firm: Providence Land Group, LLC
Mailing Address: 3716 Providence Road South
City: Waxhaw State: NC Zip: 28173
Phone: ( 704 ) 400-0117 Fax: ( 704 ) 243-1682
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 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 1a) 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 6 of 7

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.
Date:
I, a Notary Public for the State of , County of
do hereby certify that
before me this _ day of
personally appeared
, 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 type name of person listed in Contact Information, item 1a) G. David CuthbertsonAkegoENT or- bNpamoPA16W,INe.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constr ed m confo mance with the approved plans, that the required deed restrictions
and protective covenants w' b r rde nd that the proposed project complies with the requirements of the
applicable storm ter run r 5 AC 2H .1000 and any other applicable state stormwater requirements.
Signature: nn
I, V —
V-
1
before me thi a
a stormwater permit.
a NNota Public for the
that l-1 i��J`
of
personally appeared
A and a knowle e execution of the application for
nd official sea;
SEAL
My commission expires4V�I—
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Attachment to Form SW401 Part II page 2 of 2
Lot Built -Upon Areas Rev 04-25-20
Conservancy at Waxhaw Creek Phase 2
Lot
Driveway Lengths
Driveway Areas
Lot BUA
L1
L2
L3
Al
A2
I A3
Total
No.
(Bldg+DW)
39
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
40
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
41
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
42
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
43
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
44
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
45
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
75
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
74
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
73
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
72
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
71
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
70
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
69
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
68
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
67
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
66
60.94
31.83
23.11
277.32
572.94
90.00
940.26
3340.26
65
60.94
31.83
23.11
277.32
572.94
90.00
940.26
3340.26
64
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
63
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
62
59.41
31.83
21.58
258.96
572.94
90.00
921.90
3321.90
61
70.78
31.83
32.95
395.40
572.94
90.00
1058.34
3458.34
60
67.92
31.83
30.09
361.08
572.94
90.00
1024.02
3424.02
59
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
58
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
57
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
56
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
55
125.62
24.15
95.47
1145.64
434.70
90.00
1670.34
4070.34
54
121.73
31.83
83.90
1006.80
572.94
90.00
1669.74
4069.74
53
117.87
31.83
80.04
960.48
572.94
90.00
1623.42
4023.42
52
121.01
31.83
83.18
998.16
572.94
90.00
1661.10
4061.10
51
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
50
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
49
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
48
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
47
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
46
60.00
31.83
22.17
266.04
572.94
90.00
928.98
3328.98
TOTAL SF 37,521 126,321

Attachment to Form SW401 Part II
Built -Upon Area
Conservancy at Waxhaw Creek Phase 2
SA Site area 53.85 ac
DF Density factor 12
RA Road area
OA Other area
Total allowable lot BUA =
Total BUA on lots from lot listing (page 2)
BUA outside lots (streets)
Total on -site BUA
2,345,706 sf
62,986 sf
SA x D F - RA - OA
218,499 sf
126,321 sf
62.986 sf
189,307
Maximum Allowable BUA
TOTAL SITE 2,345,706 sf
12% BUA 281,485 sf
LESS STREETS 62,986
MAX TOTAL LOT BUA 218,499 sf
NUMBER OF LOTS 37
MAX ALLOW BUA PER LOT 5,905 sf
page 1 of 2
Rev 04-25-20

Attachment to Form SWU-101 Part IV Item 11
Impervious Surface Areas
Conservancy at Waxhaw Creek Phase 2
On -site BUA:
On -site Buildings:
On -site Streets:
On -site parking (driveways)
Off -site BUA: (BMP-2)
37 x 2,400 sf ea =
from AutoCAD drawing
from lot BUA summary:
On -site subtotal
1. Off -site undeveloped area 3.18 ac
assume fully developed: 25% impervious, remaining area lawn
Impervious area = 0.25 x 3.18 ac = 0.79 ac
34,582 sf
2. Phase 1 area draining to site 3.54 ac
Impervious areas
566 LF roadway x 9' = 8,490 sf
3 lots @ 4177 sf ea = 12,531 sf
page 1 of 1
Rev 04-25-20
88,800 sf
62,986 sf
37,521 sf
189,307 sf
34,582 sf
154,202 sf
21,021 sf 21,021 sf
Off -site impervious area subtotal 55,603 sf
Total impervious area 244,910 sf