SW1210601_Application Form_20210622

WADE
TRIM
June 10, 2021
DEMLR Stormwater Program
1612 MSC
Raleigh, NC 27699-1612
Attention: Post Construction
Stormwater
Re: MoJo Storage - Stormwater Narrative
Wade Trim, Inc.
53 N. Market Street, Suite 200 • Asheville, NC 28801
€328.255.1197 • mvwavadetrinixom
This is a redevelopment project that includes the construction of self -storage units and vehicular
access on a portion of an existing, commercial, landscaping/ nursery facility. The property at 2686
Old Balsam Rd. is identified as being within an urbanizing area. Existing improvements at the site
include metal buildings, sidewalks, greenhouses, and large expanses of gravel areas for material
storage, staging, and equipment/truck circulation. The site totals 3.24 acres of which 0.222 acres is
surface water area. The existing built upon area of the entire site is approximately 35% which
exceeds the low -density threshold.
For the purposes of design and because a majority of the site will remain undisturbed/existing we
have identified a "Project Area" of 1.41 acres that includes all aspects of the project, extends beyond
our disturbed area (1.28 ac.), and incorporates the entire drainage area to the proposed SCM.
Existing built upon area within this project area totals 38,413 sf. and includes building roof area,
pavement, and gravel. Redevelopment within this project area will yield a built upon area at
completion of 45,943 sf., a net increase of 7,530 sf.
To accommodate this increase in built -upon area we are proposing two areas of permeable pavers,
one on each side of the center, climate controlled, self -storage building. The roof area of this building
that will be treated totals 11,200 sf., 50% greater than the additional built upon area associated
with this project. Water quality volume calculations and aggregate base depth calculations are
provided on the plan sheets. No adjacent pervious or impervious areas will drain to the permeable
paver system. Dewatering will occur via perforated pipes connected to proposed drainage structures.
Flow in excess of the design volume will sheet flow to proposed drainage structures.
Very truly yours,
Wa m, I c4PASLA
R. Daniel Hyatt
Project Manager
rd h
FDS2001-01a
pm\\vApwintI2.wadetrim.convprojectwise\Documents\Prc1octs\F\Fds2001\0la\Submittals\Submitted-To\NCDEQ\Narrative.docx
cc: John Fields, Owner

DEMLR Stormwater Program
June 10, 2021
Page 2
CONTENTS
STORMWATER MANAGEMENT APPLICATION
- COPY OF DEED
- USGS QUAD MAP (County GIS)
- SOIL MAP & REPORT (WEB SOIL SURVEY)
- SUPPLEMENT - PERMEABLE PAVERS
- OPERATION AND MAINTENANCE AGREEMENT
- STORM SEWER REPORT FOR 10 and 25-YEAR EVENTS
- PLAN SETS
s-r_ , v r
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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 M mt Plan: 11
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.):
MoJo Storaae
2. Location of Project (street address):
2686 Old Balsam Road
city: Waynesville County: Havwnnd zip: 28786
3. Directions to project (from nearest major intersection):
From US-74W turn onto Old Balsam Road and the destination will be on the left approximately 0.3
miles ahead.
4. Latitude: 35 ° 27 ' 9.54 " N Longitude: 83 ° 3 ' 7.23" 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 SA U-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 pr . ct (check one):
❑Low Density MHigh 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;(Se
ice Center at 1-877-623-6748):
❑CAMA Major dimentation/Erosion Control: 1.28 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: http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 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: John Fields
Signing Official & Title: John Fields
b. Contact information for person listed in item 1a above:
Street Address: 2686 Old Balsam Road
State: NC
Zip: 28786
Mailing Address (ifapplicable): PO BOX 479
city: Waynesville state: NC zip: 28786
Phone: (828 ) 421-2597 Fax: ( )
Email: John(@haywoodlandscapes.com
c. PI se check the appropriate box. The applicant listed above is:
VThe 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:
State:
Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
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:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: Haywood County Inspections
Point of Contact: Bruce Crawford Phone #: ( 828 ) 452-6638
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Permeable pavement will be utilized on two sides of a proposed structure to treat runoff from the
roof.
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 French Broad River basin.
4. Total Property Area: 3.24 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.222 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 3.018 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 (NHM line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MH line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 34.95 %
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.
Basin Information
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Richkland Cre
k
Stream Class *
B-1Tr
Stream Index Number
Total Drainage Area (sf)
61-558
On -site Drainage Area (sf)
61,558
Off -site Drainage Area (sf)
Proposed Impervious Area** (so
45,943
% Impervious Area** (total)
74.6
Impervious— Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
29,647
On -site Streets (sf)
0
On -site Parking (sf)
13,464
On -site Sidewalks (sf)
420
Other on -site (sf)
2,412
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
Total (sf):
1 45,943
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org web/wq[ps/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

*** 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.
Proiects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 1 SA 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://Vortal.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://portal.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 fromhttp://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
�ls
1. Original and one copy of the Stormwater Management Permit Application Form. l f
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants EW
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.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.ore/12ages/onestol2exi2ress.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
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.
I. 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).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6
for
E

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].) V��
10. A copy of the most current property deed. Deed book: 676 Page No: 1609
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC N/A
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.secretafy.state.nc.us/Corporations/CSearch.asi2x
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/lr/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: Daniel Hyatt
Consulting Firm: Wade Trim
Mailing Address: 53 N Market Street Suite #200
City: Asheville
Phone: (828 ) 255-1197
Email: [e-mail]
State: NC
Fax: (
Zip: 28801
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 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
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)
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 21-1.1000 and any other applicable state stormwater requirements.
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
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

This ins ent b
r7E
Al/
a I icenWd North &MA attorney.
Delinquent taxes, if any, to be paid
by the closing attorney to the county
tax collector upon disbursement of
closing proceeds.
Haywood Count. --Register of Deeds
Amy R. Murray, Register of Deeds
Inst# 647152 Book 676 Page 1609
# Pgs: 3 08/04/2006 04:26:44pm
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $ 0.00
Parcel Identifier No.y— 5.Verified by County on the day of , 20_
By:_
Mail/Box to: JAMES W. KIRKPATRICK, III, JAMES W. KIRKPATRICK III 37 BRANNER AVENUE
This instrument was prepared by: JAMES W. KIRKPATRICK, III, 37 BRANNER AVENUE, WAYNESVILLE, NC 28786
Brief description for the Index:
THIS DEED made this 3rd day of August , 20 06, by and between
GRANTOR
HAYWOOD LANDSCAPES, INC.
GRANTEE
JOHN FIELDS, III
Wc,,ynesv;-is.e,
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the City of WAYNESVILLE Township, Haywood County, North Carolina and
more particularly described as follows:
SEE; EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE.
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
A map showing the above described property is recorded in Plat Book page
NC Bar Association Form No. L-3 © 1976, Revised © 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

Tnst#647152 Book 676 Page; 1610
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions:
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
HAYWOOD LANDSCAPES, INC.
( tity Name)
By:_ /
le:
By:_
Title:
By:
Title:
(SEAL)
(SEAL)
(SEAL)
(SEAL)
State of North Carolina - County of Haywood
I, the undersigned Notary Public of the County and State aforesaid, certify that
personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial
stamp or seal this day of , 20_.
My Commission Expires:
Notary Public
State: of North Carolina -County of � ���
I, the undersigned Notary Public of County and State aforesaid, certify that kn
personally came before me this day and acknowledged that —he is the 5 i dth Ur of
_ HAYWOOD LANDSCAPES, INC. , a North Carolina or
_ corporatio W ,-Qkabilit}compan/e�a�trd p *+� *shm strike through the and
that by authority duly given and as the act of such entity, he 'gned the foregoing instrument in its name on its a as its act
deed. Witness my hand and Notarial stamp or seal, this �— day of _ , 20_• t.1OTA/?y
I _ An r
My Commission Expires: X
State of North Carolina - County of
I, the undersigned Notary Public of the County and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this day of , 20
My Commission Expires:
Notary Public
The foregoing Certificate(s) of
is/are certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page shown
on the first page hereof.
Register of Deeds for County
By:_ Deputy/Assistant - Register of Deeds
NC Bar Association Form No. L-3 © 1976, Revised © 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

7nst#647152 Rook 676 Page: 1611
EXHIBIT "A"
BEING all that certain 3.416 acres, more or less, tract of land lying on the north side of
Old Balsam Road (NCSR 1243), as shown on a survey and plat entitled "Plat Prepared
for Roger Wright," by J. Randy Herron, P.L.S., dated November 5, 2003, Drawing #861-
121-A, recorded in Plat Cabinet C, Slot 3509, Haywood County Registry, to which plat
reference is hereby made, and being the southeastern portion of that land conveyed in
Deed book 484, Page 558, Haywood County Registry, to which deed reference is hereby
made.
TOGETHER WITH and INCLUDING and SUBJECT TO a Septic Field and Well
Easement and Agreement, including but not limited to, the rights therein reserved to
Ferguson, their heirs and assigns, recorded in Book 579, Page 1774, Haywood County
Registry, to which instrument reference is hereby made.
TOGETHER WITH and SUBJECT TO a non-exclusive perpetual right and easement for
ingress -egress -regress over, across and through an existing gravel drive for the benefit of
Arrington, their heirs and assigns, through the 3.416 acres tract herein conveyed from Old
Balsam Road (NCSR 1243) to a bridge over the six foot wide creek which forms the
southern property line of the tract conveyed this date to Arrington and the northern line of
the land herein conveyed.
TOGETHER WITH and INCLUDING and SUBJECT To a non-exclusive perpetual right
and easement for ingress -egress -regress over, across and through an existing gravel
driveway across the 1.916 acres tract retained by Ferguson as shown on the aforesaid
recorded plat. This gravel drive which crosses the 1.916 acres retained by Ferguson and
the 3.416 acres conveyed herein shall be a perpetual easement, appurtenant to the land,
for the use and benefit of both Grantors and Grantees herein, their heirs and assigns.
BEING the identical property conveyed from Terry L. Ferguson and wife, Nancy J.
Ferguson to Roger D. Wright and wife, Daphne Bernice Wright, by deed dated
November 14, 2003 and recorded in Deed Book 579, Page 1756, Haywood County
Registry.

2 770
039
2 771
.2A
2666 .612
5358
¢F
0
Report For
FIELDS, JOHN III
PO BOX 479
WAYN ESVI LLE, NC 28786
Account Information
PI N: 7694-34-5358
Legal Ref: 676/1609
Add Ref: CAB C/3509
E/ R-2
Site Information
ROLLING MEADOWS ESTATE
STORE RETAIL
Commercial Use
2686 OLD BALSAM RD
Heated Area: 2100
Year Built: 2004
Total Acreage: 3.24
Township: Waynesville
Site Value Information
Land Value:
Building Value:
Market Value:
Defered Value:
Assessed Value:
Sale Price:
Sale Date: 8/4/2006
2
1 inch = 100 feet
U 0 June 4, 2021
2.7A
75 96 Disclaimer: The maps on this site are not surveys. Theyare
prepared from the inventory of real property found Wthin this
jurisdiction and are compiled from recorded deeds, plats and other
public records and data. Users of this site are hereby notified that
the aforementioned public primary information sources should be
6 consulted for verification ofany information contained on these
maps. Haywood county and the website provider assume no legal
responsibility for the information contained on these maps.

Soil Map —Haywood County Area, North Carolina
313650 313670 313690 313710 313730 313750 313770 313790
35° 27' 13" N
V
N
p
-
f
uryN]
N
�*
W
S
Soil MaN may not+l>e valiel at this scale.
35° 278" N
313650 313670 313690 313710
313730 313750 313770
Map Scale: 1:1,080 if printed on A landscape (11" x 8.5") sheet.
°
Meters
°
N 0 15 30 EO
90
Feet
0 50 100 200
300
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA
Natural Resources
Web Soil Survey
Conservation Service
National Cooperative Soil Survey
313810 313830 313850
313790 313810 313830 313850
313870
35° 27' 13" N
N
V
N
N
W
V
35° 278" N
313870
m
6/4/2021
Pagel of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Haywood County Area, North Carolina
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:12,000.
Stony Spot
th
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
4�
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
—
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
. 0
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Haywood County Area, North Carolina
Survey Area Data: Version 21, Jun 3, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Sep 22, 2019—Dec
20, 2019
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 6/4/2021
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Haywood County Area, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BoD2
Braddock clay loam, 15 to 30
0.1
2.8%
percent slopes, eroded,
sto ny
DeA
Dellwood cobbly sandy loam, 0
3.0
93.4%
to 3 percent slopes,
occasionally flooded
DsC
Dillsboro loam, 8 to 15 percent
0.1
3.8%
slopes
Totals for Area of Interest
3.3
100.0%
USDA Natural Resources Web Soil Survey 6/4/2021
Conservation Service National Cooperative Soil Survey Page 3 of 3

Map Unit Description: Braddock clay loam, 15 to 30 percent slopes, eroded, stony ---Haywood
County Area, North Carolina
Haywood County Area, North Carolina
BoD2—Braddock clay loam, 15 to 30 percent slopes, eroded,
stony
Map Unit Setting
National map unit symbol: Ibxz
Elevation: 1,710 to 2,240 feet
Mean annual precipitation: 50 to 58 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 116 to 170 days
Farmland classification: Farmland of local importance
Map Unit Composition
Braddock, moderately eroded, and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Braddock, Moderately Eroded
Setting
Landform: Stream terraces
Landform position (three-dimensional): Mountainbase, tread
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Old alluvium
Typical profile
Ap - 0 to 11 inches: clay loam
Bt - 11 to 57 inches: clay
BC - 57 to 80 inches: loam
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 9.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Hydric soil rating: No
USDA Natural Resources Web Soil Survey 6/7/2021
Conservation Service National Cooperative Soil Survey Pagel of 2

Map Unit Description: Braddock clay loam, 15 to 30 percent slopes, eroded, stony ---Haywood
County Area, North Carolina
Minor Components
Urban land
Percent of map unit: 5 percent
Hydric soil rating: No
Thurmont
Percent of map unit: 5 percent
Landform: Stream terraces
Landform position (three-dimensional):
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Udorthents
Percent of map unit: 5 percent
Landform: Stream terraces
Mountainbase, base slope
Landform position (three-dimensional): Mountainbase, tread
Down -slope shape: Linear, convex
Across -slope shape: Linear, convex
Hydric soil rating: No
Data Source Information
Soil Survey Area: Haywood County Area, North Carolina
Survey Area Data: Version 21, Jun 3, 2020
USDA Natural Resources Web Soil Survey 6/7/2021
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Dellwood cobbly sandy loam, 0 to 3 percent slopes, occasionally
flooded ---Haywood County Area, North Carolina
Haywood County Area, North Carolina
DeA—Dellwood cobbly sandy loam, 0 to 3 percent slopes,
occasionally flooded
Map Unit Setting
National map unit symbol: Ibyc
Elevation: 1,200 to 2,000 feet
Mean annual precipitation: 45 to 70 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 116 to 170 days
Farmland classification: Farmland of local importance
Map Unit Composition
Dellwood, occasionally flooded, and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Dellwood, Occasionally Flooded
Setting
Landform: Flood plains
Down -slope shape: Linear
Across -slope shape: Convex
Parent material: Gravelly and cobbly sandy alluvium
Typical profile
Ap - 0 to 8 inches: cobbly sandy loam
A - 8 to 16 inches: extremely gravelly sand
C - 16 to 80 inches: extremely gravelly coarse sand
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: 8 to 20 inches to strongly contrasting
textural stratification
Drainage class: Moderately well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High
(1.98 to 5.95 in/hr)
Depth to water table: About 24 to 48 inches
Frequency of flooding: OccasionalNone
Frequency of ponding: None
Available water capacity: Very low (about 1.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: B
Hydric soil rating: No
USDA Natural Resources Web Soil Survey 6/7/2021
Conservation Service National Cooperative Soil Survey Pagel of 2

Map Unit Description: Dellwood cobbly sandy loam, 0 to 3 percent slopes, occasionally
flooded ---Haywood County Area, North Carolina
Minor Components
Nikwasi, undrained
Percent of map unit: 5 percent
Landform: Depressions on flood plains
Down -slope shape: Concave, linear
Across -slope shape: Concave
Hydric soil rating: Yes
Data Source Information
Soil Survey Area: Haywood County Area, North Carolina
Survey Area Data: Version 21, Jun 3, 2020
USDA Natural Resources Web Soil Survey 6/7/2021
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Dillsboro loam, 8 to 15 percent slopes ---Haywood County Area, North
Carolina
Haywood County Area, North Carolina
DsC—Dillsboro loam, 8 to 15 percent slopes
Map Unit Setting
National map unit symbol: Ibyg
Elevation: 1,200 to 2,000 feet
Mean annual precipitation: 45 to 70 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 116 to 170 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Dillsboro and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Dillsboro
Setting
Landform: Fans, stream terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Convex
Parent material: Old alluvium and/or old colluvium derived from
igneous and metamorphic rock
Typical profile
Ap - 0 to 10 inches: loam
Bt1 - 10 to 15 inches: clay
Bt2 - 15 to 43 inches: sandy clay loam
2BC - 43 to 87 inches: cobbly sandy clay loam
Properties and qualities
Slope: 8 to 15 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
USDA Natural Resources Web Soil Survey 6/7/2021
Conservation Service National Cooperative Soil Survey Pagel of 2

Map Unit Description: Dillsboro loam, 8 to 15 percent slopes ---Haywood County Area, North
Carolina
Hydric soil rating: No
Data Source Information
Soil Survey Area: Haywood County Area, North Carolina
Survey Area Data: Version 21, Jun 3, 2020
USDA Natural Resources Web Soil Survey 6/7/2021
Conservation Service National Cooperative Soil Survey Page 2 of 2

SUPPLEMENT-EZ COVER PAGE
FORMSLOADI
PROJECT INFORMATION
1 1 Project Name MoJo Storage
2 Project Area ac 1.41
3 Coastal Wetland Area ac 0
4 Surface Water Area ac 0.22
5 Is this project High or Low Density? High
6 Does this project use an off -site SCM? No
COMPLIANCE WITH 02H .1003(4)
7
Width of vegetated setbacks provided feet
30
8
Will the vegetated setback remain vegetated?
N/A
9
If BUA is proposed in the setback, does it meet NCAC 02H.1003 4 c-d ?
N/A
10
Is streambank stabilization proposed on this project?
No
NUMBER AND TYPE OF SCMS:
11
Infiltration System
12
Bioretention Cell
13
Wet Pond
14
Stormwater Wetland
15
Permeable Pavement
1
16
Sand Filter
17
Rainwater Harvesting RWH
18
Green Roof
19
Level Spreader -Filter Strip LS-FS
20
Disconnected Impervious Surface DIS
21
Treatment Swale
22
1 Dry Pond
23
StormFilter
24
Silva Cell
25
Bayfilter
26
Filterra
FORMS LOADED
DESIGNER CERTIFICATION
27
Name and Title:
R. Daniel Hyatt, PLA
28
Organization:
Wade Trim, Inc.
29
Street address:
53 N. Market Street
30
City, State, Zip:
Asheville, NC 28801
31
Phone numbers :
828-712-3916
32
Email:
[e-mail]
Certification Statement:
I certify, under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision; that
the information provided in the form is, to the best of my knowledge and belief, true, accurate, and complete; and that the engineering plans,
specifications, operation and maintenance agreements and other supporting information are consistent with the information provided here.
Signature of Designer
Date

DRAINAGE AREAS
1
Is this a high density project?
Yes
2
If so, number of drainage areas/SCMs
1
3
Does this project have low density areas?
No
4
If so, number of low density drainage areas
0
5
Is all/part of this project subject to previous rule
versions?
No
FORMS LOADED
DRAINAGE AREA INFORMATION
Entire Site
1
4
Type of SCM
Permeable
Pavement
5
Total drainage area (sq ft
61558
11200
6
Onsite drainage area (sq ft
61558
11200
7
Offsite drainage area (sq ft
8
Total BUA in project (sq ft
45943 sf
11200 sf
9permitting)
New BUA on subdivided lots (subject to
s ft
10
New BUA not on subdivided lots (subject to
ermittin sf
7530 sf
7530 sf
11
Offsite BUA (sq ft
12
Breakdown of new BUA not on subdivided lots:
- Parking (sq ft
Sidewalk (sq ft
- Roofs ft
3286 sf
11200 sf
Roadway s ft
4244 sf
Future (sq ft
Other, please specify in the comment box
below (sq ft
13
New infiltrating permeable pavement on
subdivided lots (sq ft
14
New infiltrating permeable pavement not on
isubdivided lots (sq ft
1120 sf
15permitting)
Existing BUA that will remain (not subject to
s ft
38413 sf
16
Existing BUA that is already permitted (sq ft
17
Existing BUA that will be removed (sq ft
18
Percent BUA
75%
100%
19
Desi n storm inches
1.0 in
1.0 in
20
iDesign volume of SCM cu ft
897 cf
21
1 Calculation method for design volume
simple
ADDITIONAL INFORMATION
22
Please use this space to provide any additional information about the
drainage area(s):

PERMEABLE PAVEMENT
1
Drainage area number
1
2
Minimum required treatment volume (cu ft)
897 cf
3
Area of permeable pavement to be installed (square feet)
1120 sf
4
Area of screened roof runoff that is directed to pavement (square
feet)
11200 sf
5
Area of additional built -upon area runoff that is directed to pavement
(square feet)
sf
6
Area of incidental, unavoidable runoff from adjacent stable pervious
areas (square feet
sf
GENERAL MDC FROM 02H .1050
7
Is the SCM sized to treat the SW from all surfaces at build -out?
Yes
8
Is the SCM located away from contaminated soils?
Yes
9
What are the side slopes of the SCM (H:V)?
N/A
10
Are the inlets, outlets, and receiving stream protected from erosion
10- ear storm)?
Yes
11
Is there an overflow or bypass for inflow volume in excess of the
desi n volume?
Yes
12
What is the method for dewatering the SCM for maintenance?
Pump (preferred)
13
If applicable, will the SCM be cleaned out after construction?
Yes
14
Does the maintenance access comply with General MDC (8)?
Yes
15
Does the drainage easement comply with General MDC (9)?
Yes
16
If the SCM is on a single family lot, does (will?) the plat comply with
General MDC 10 ?
N/A
17
Is there an O&M Agreement that complies with General MDC (11)?
Yes
18
Is there an O&M Plan that complies with General MDC (12)?
Yes
191
Does the SCM follow the device specific MDC?
Yes
20
Was the SCM designed by an NC licensedprofessional?
Yes
PFRMFARI
F PAVFMFNT mnr FRnm n7H 7nrr
21
Is this a detention or infiltration permeable pavement system?
Detention
22
Design volume of SCM (cu ft)
Detention
23
Proposed slope of the subgrade surface (%)
0%
24
Are terraces or baffles provided?
Ne
25
SHWT elevation (fmsl)
2958.00
26
Storage elevation of the design rainfall depth (fmsl)
2965.51
27
Will toxic pollutants be stored or handled on or near the permeable
pavement?
No
281
Does the proposed pavement surface comply with .1055(6)?
Yes
29
Will runoff from pervious surfaces be directed away from the
pavement?
Yes
30
Maximum adjacent area directed to a single point onto the
permeable pavement (sq ft)
sf
31
Has at least one observation well per terrace been provided at the
low point(s)?
Yes
32
Have edge restraints been provided?
Yes
Yes
Yes
33
Will the subgrade be graded when dry?
34
Will the permeable pavement be protected from sediment during
construction?
35
Will an in -situ permeability test be conducted after site stabilization?
Yes
I For Infiltratinq Pavement Svstems
36
Was the soil investigated in the footprint and at the elevation of the
subgrade?
37
Soil infiltration rate (in/hr)
38
Is a detailed hydrogeologic study attached if the separation is
between 1 and 2 feet?
39
Is additional media being added to the soil profile?
40
Proposed slope of the subgrade surface (%)
41
ITop of the subgrade (bottom of the aggregate) (fmsl)
42
Drawdown time (hours)
Permeable Pavement 3 12:52 PM 6/4/2021

Operation & Maintenance Agreement
Project Name:
Project Location:
MoJo Storage
2686 Old Balsam Road
Cover Page
Maintenance records shall be kept on the following SCM(s). This maintenance record shall be kept in a log in a known set location.
Any deficient SCM elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can affect
the integrity of structures, safety of the public, and the pollutant removal efficiency of the SCM(s).
The SCM(s) on this project include (check all that apply & corres
Infiltration Basin Quantity:
Infiltration Trench Quantity:
Bioretention Cell Quantity:
Wet Pond Quantity:
Stormwater Wetland Quantity:
Permeable Pavement Quantity:
Sand Filter Quantity:
Rainwater Harvesting Quantity:
Green Roof Quantity:
Level Spreader - Filter Strip Quantity:
Proprietary System Quantity:
Treatment Swale Quantity:
Dry Pond Quantity:
Disconnected Impervious Surface Present:
User Defined SCM Present:
Low Density Present:
ondin
O&M sheets will bi
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Type:
1
No
I No
No
added automaticai
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each SCM above, and attached O&M tables. I agree to notify NCDEQ of any problems with the system or prior to any changes to the
system or responsible party.
Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Signature:
County of
personally appeared before me this
John Fields
John Fields
2686 Old Balsam Road
Waynesville, NC 28786
[phone]
[e-mail]
, a Notary Public for the State of
, do hereby certify that
day of
acknowledge the due execution of the Operations and Maintenance Agreement .
Witness my hand and official seal,
Seal
My commission expires
Date:
and
STORM-EZ 6/10/2021
Version 1.5 O&M Agreement Page 1 of 2

Permeable Pavement Maintenance Requirements
Once a year, the Simple Infiltration Test shall be performed and any deficiencies in surface permeability shall be
addressed.
At all times, the permeable pavement shall be kept free of:
Debris and particulate matter through frequent blowing that removes such debris, particularly
during the fall and spring.
Piles of soil, sand, mulch, building materials or other materials that could deposit particulates on
the pavement.
- Piles of snow and ice.
- Chemicals of all kinds, including deicers.
After the permeable pavement is constructed, it shall be inspected quarterly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance shall be kept in a known set location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element:
Potential problem:
How to remediate the problem:
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, plant
erosive gullies have
ground cover and water until it is established. Provide lime
The perimeter of the
formed.
and a one-time fertilizer application.
permeable pavement
A vegetated area drains
Regrade the area so that it drains away from the pavement,
toward the pavement.
then plant ground cover and water until established.
Trash/debris is present.
Remove the trash/debris.
Do not pull the weeds (may pull out media as well). Spray
Weeds are present.
them with a systemic herbicide such as glyphosate and then
return within the week to remove them by hand. (Another
option is to pour boiling water on them or steam them.)
Sediment has
The surface of the
permeable pavement
accumulated on the
Remove the sediment with a mechanical sweeper,
permeable pavement
regenerative air cleaner or vacuum truck as appropriate.
surface.
The permeable pavement
surface is rutting,
Consult an appropriate professional.
cracking, slumping or
otherwise damaged.
Water is present more
Observation well
than three days after a
Clean out any clogged underdrain pipes. Consult an
storm event.
appropriate professional for clogged soil subgrade.
Educational sign
The sign is missing or
Replace the sign.
damaged.
Erosion or other signs of
damage have occurred
Repair the damage and improve the flow dissipation
at the outlet.
structure.
The receiving water
Discharges from the
permeable pavement are
causing erosion or
Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.

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