SW6200501_Certification Forms_20221004

Curr
ENGINEERING
TRANSMITTAL FORM
TO: NCDEQ
Fayetteville Regional Office
Energy Mineral & Land Resources
225 Green Street, Suite 714
Fayetteville, NC 28301
910-433-3300
SUBJECT: Medlin Self -Storage
Stormwater Certifications
CURRY PROJECT NO: 2020-010
We are sending you the following items:
DATE: October 3, 2022
SENT BY: Ed Loeffler
— ----
COPIES
I
—
ITEM
- - -- - -- ------ ---- -
DESCRIPTION
1
I
Certification
As -Built Permittee Certification - SCM#1
1
1
Certification
As -Built Designer's Certification for General MDC - SCM#1 (includes photos)
1
Certification
As -Built Designer's Certification for Wet Detention Pond Project - SCM#1
1
0 & M Manual
Recorded 0&M Manual
1
�
Plat
Recorded Plat 7i
��, k -_OCT
4
These are transmitted as checked below:
For Information
As Requested
For Review and Comments
For Revision
x For Approval
Approved
Approved as Noted— Revise and Resubmit
Not Approved - Revise and Resubmit
For Record and File
x Submittal
For Recording
For Signature, then return to:
REMARKS: The Stormwater Certification for Medlin Self -Storage, SCM#1 is submitted
(Stormwater Permit No. SW6200501).
T [phone] 205 S. Fuquay Avenue
F 1919) 552-2043 Fuquay-Varina, NC 27526
/JURY E N
F�
EST, Q N
Z 10
\y CARO�•�

Project Name Medlin Self -Storage Permit # SW6200501
" � r Q� '..✓ it
AS -BUILT PERMITTEE CERTIFICATION OCT4 7
I hereby state that I am the current pennittee for the project named above, and I certify by �nyLs a rp� 11,09 �MAi OFFICE
that the project meets the below listed Final Submittal Requirements found in 15a NCAC 02H. 042("4� and the
terms, conditions and provisions listed in the permit documents, plans and specifications on file with or provided
to the Division.
❑ Check here if this is a partial certification. Section/phase/SCM # 1
❑ Check here if this is part of a Fast -Track As -Built Package Submittal per 15A NCAC 02H .1044(3).
Printed Name Sheri Medlin Signat nprr
I, � essiru �rnh1�1 a Notary Public in the State of tv�,
County of �a do hereby certify that ✓ V I Pii� M (A n
personally appeared before me this 7-2 day of _ 6LMW , 20,22
and acknowledge the due execution of this as -built certification.
ness my hand
commission expires 31I2 1202'7'
0," Permittee's Certification 15A NCAC 02H .1042(4S""'""N�a��
DEED RESTRICTIONS / BUA RECORDS
Completed /
Provided
N/A
1. The deed restrictions and protective covenants have been recorded and
Y or N
contain the necessary language to ensure that the project is maintained
N/A
consistent with the stormwater regulations and with the permit conditions.
2. A copy of the recorded deed restrictions and protective covenants has been
Y or N
N/A
provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note 1)
Y or N
N/A
MAINTENANCE ACCESS
Completed /
Provided
N/A
Y or N
1. The SCMs are accessible for inspection, maintenance and repair.
Y or N
2. The access is a minimum of 10-feet wide.
Y or N
3. The access extends to the nearest public right-of-way.
NCDEQ 2/9/2018

Project Name Medlin Self -Storage Permit #
SW6200501
EASEMENTS
Completed /
Provided
1. The SCMs and the components of the runoff collection / conveyance system
are located in recorded drainage easements.
O or N
2. A copy of the recorded plat(s) is provided.
@or N
SINGLE-FAMILY RESIDENTIAL LOTS
Completed /
Plats for residential lots that have an SCM include the following:
provided
1. The specific location of the SCM on the lot.
Y or N
N/A
2. A typical detail for the SCM.
Y or N
N/A
3. A note that the SCM is required to meet stormwater regulations and that the
lot owner is subject to enforcement action as set forth in NCGS 143 Article
Y or N
N/A
21 if the SCM is removed, relocated or altered without prior approval.
OPERATION AND MAINTENANCE AGREEMENT
Completed /
Provided
1. The O&M Agreement is referenced on the final recorded plat.
Y or NO
2. The O&M Agreement is recorded with the Register of Deeds and appears in
oor
the chain of title.
N
OPERATION AND MAINTENANCE PLAN
Completed /
Provided
1. Maintenance records are being kept in a known, set location for each SCM
and are available for review.
oY or N
DESIGNER'S CERTIFICATION FORM
Completed /
Provided
1. A completed designer's certification form has been provided to the
Oor
Division.
N
Provide an explanation below for every requirement that was not met, and for every item marked "N/A."
Attach additional pages as needed.
The site is not a single-family residential lot.
The 0&M Agreement reference was omitted from the plat.
NCDEQ 2/9/2018

Project Name Medlin Self -Storage Permit # SW6200501
AS -BUILT DESIGNER'S CERTIFICATION FOR
GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that the
project meets all of the below listed General MDC found in 15A NCAC 02H.1050, in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the "AS -BUILT"
drawings, such that the intent of the stormwater rules and the general statutes has been preserved.
❑ Check here if this is a partial certification. Section/phase/SCM # SCM # 1
❑ Check here if this is part of a Fast -Track As -Built Package Submittal per 15A NCAC 02H .1044(3).
❑ Check here if the Designer did not observe the construction but is certifying the project.
® Check here if pictures of the SCMs are provided.
Printed Name Donald L. r ignature . Cu ry S
NC Registration Number 026970 Date DG( 3, ZOZZ
4V
SEAL: ��F0
tl V `n:71
0" : r
Consultant's Mailing Address:
205 S. Fuquay Avenue
City: Fuquay-Varina State:NC Zip:27526
Phone:) 552-0849
Consultant's Email address:
don(Qcurryeng.com
O Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 3.
OO N/E = Not Evaluated (provide explanation on page 2). (IN/A = Not Applicable to this project or SCM.
Consultant's Certification 15A NCAC 02H .1003(3) & General MDC 15A NCAC 02H .1050
TREATMENT REQUIREMENTSOAs-built
OO N/E
OO N/A
OY or N
1. The SCM achieves runoff treatment.
0 or N
2. The SCM achieves runoff volume match.
or N
3. Runoff from offsite areas and/or existing BUA is bypassed.
4. Runoff from offsite areas and/or existing BUA is directed into
© or N
the permitted SCM and is accounted for at the full build -out
potential.
5. The project controls runoff through an offsite permitted SCM
Y or N
N/A
that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing proiect has
Y or N
N/A
been accounted for at the appropriate design storm level.
NCDEQ 2/9/2018

Project Name Medlin Self -Storage Permit #
SW6200501
© or N
7. The SCM(s) meets all the specific minimum design criteria.
VEGETATED SETBACKS / BUAOAs-built
ON/E
OO N/A
1. The width of the vegetated setback has been measured from
OY or N
the normal pool of impounded waters, the MHW line of tidal
waters, or the top of bank of each side of rivers or streams.
2. The vegetated setback is maintained in grass or other
or N
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7 (b2)(2)
Y or N
N/A
is located in the setback.
4. BUA that does not meet the requirements of NCGS 143-214.7
Y or N
(b2)(2) is located within the setback and is limited to:
• Publicly funded linear projects (road, greenway sidewalk)
N/A
• Water -dependent structures
• Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at the
or N
edge of the setback and allowed to flow through the setback as
dispersed flow.
STORMWATER OUTLETS
OAs-built
ON/E
OO N/A
1. the outlet handles the peak flow from the 10-year storm with
OY or N
no downslope erosion.
VARIATIONSOAs-built
ON/E
Os N/A
1. A variation (alternative) from the stormwater rule provisions
Y N
N/A
has been implemented.
or
2. The variation provides equal or better stormwater control and
Y N
N/A
equal or better protection of surface waters.
or
COMPLIANCE WITH OTHER REGULATORY PROGRAMS
OAs-built
ON/E
ON/A
1. The project is compliant with other applicable regulatory
yO or N
programs.
SIZINGOAs-built
ON/E
OO N/A
1. The volume of the SCM takes the runoff from all surfaces into
©or N
account and is sufficient to handle the required storm depth.
CONTAMINATED SOILSOAs-built
ON/E
OO N/A
1. Infiltrating SCM's are not located in or on areas with
or N
contaminated soils.
SIDE SLOPESOAs-built
ON/E
OO N/A
© or N
1. Vegetated side slopes are no steeper than 3H:1 V.
NCDEQ 2/9/2018

Project Name Medlin Self -Storage Permit # SW6200501
2. Side slopes include retaining walls, gabion walls, or other
surfaces that are steeper than 3 H:IV.
Y or N
3. Vegetated side slopes are steeper than 3H:1 V (provide
supporting documents for soils and vegetation).
Y or
EROSION PROTECTION
(DAs-built
ON/E
OO N/A
1. The inlets do not cause erosion in the SCM.
YO or N
2. The outlet does not cause erosion downslope of the discharge
point during the peak flow from the I 0-year storm.
©or N
EXCESS FLOWSOAs-built
ON/E
OO N/A
1. An overflow / bypass has been provided.
YO or N
DEWATERINGOAs-built
ON/E
Os N/A
1. A method to drawdown standing water has been provided to
facilitate maintenance and inspection.
Y or
CLEANOUT AFTER CONSTRUCTIONOAs-built
ON/E
OO N/A
1. The SCM has been cleaned out and converted to its approved
design state.
©or N
MAINTENANCE ACCESS .OAs-built
ON/E
OO N/A
1. The SCM is accessible for maintenance and repair.
(2) or N
2. The access does not include lateral or incline slopes >3:1.
© or N
DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT)
OAs-built
ON/E
ON/A
1. The designer is licensed under Chapters 89A, 89C, 89E, or
89F of the General Statutes.
(Y) or N
Provide an explanation below for every MDC that was not met, and for every item marked "N/A" or "N/E."
Attach additional pages as needed.
Pump will have to be utilized to drain permanent pool if needed.
NCDEQ 2/9/2018

Project Name Medlin Self -Storage Permit # SW6200501.
AS -BUILT DESIGNER'S CERTIFICATION FOR OCT 4 A
WET DETENTION POND PROJECT
UtO-17�YITTEV1!.Li=. REGIi)i�!AL U( F10E
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that the
project meets all of the MDC found in 15A NCAC 02H.1053, in accordance with the permit documents, plans and
specifications on file with or provided to the Division, except as noted on the "AS -BUILT" drawings, such that the
intent of the stormwater rules and the general statutes has been preserved.
❑ Check here if this is a partial certification. Section/phase/SCM #SCM 1
❑ Check here if this is part of a Fast -Track As -Built Package Submittal per 15A NCAC 02H .1044(3).
❑ Check here if the Designer did not observe the construction but is certifying the project.
® Check here if pictures of the SCM are provided.
Printed Name Donald L. Curry Signature natureQo�ae
NC Registration Number 026970 Date dc-v Z022
67-
Consultant's Mailing Address:
205 S. Fuquay Ave.
City:Fuguay-Varina State:NC Zip:27526
Phone:[phone]
Consultant's Email address:
don _curryeng.com
iD Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 2.
O N/E = Not Evaluated (provide explanation on page 2). ON/A = Not Applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under 15A NCAC 02H.1050.
Consultant's Certification (MDC 15A NCAC 02H .1053)
Forebay /Depths / Fountain
OAs-built
ON/E
ON/A
1. The available Sediment storage is consistent with the approved
plan and is a minimum of 6 in.
O or N
2. Water flow over the forebay berm into the main pond occurs at a
non -erosive velocity.
0 or N
3. The provided Forebay Volume is 15%-20% of the main pool
volume.
O or N
4. The Forebay entrance elevation is deeper than the exit elevation
into the pond.
O or N
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted value?
O or N
6. Fountain documentation is provided.
Y or N
N/A
NCDEQ 2/9/2018

Project Name Medlin Self -Storage Permit # SW6200501
Side slopes / Banks /Vegetated Shelf
OAs-built
ON/E
(IN/A
1. The width of the Vegetated Shelf is consistent with the approved
O or N
plans and is a minimum of 6 feet.
2. The slope of the Vegetated Shelf is consistent with the approved
0 or N
plans and is no steeper than 6:1.
As -built Main Pool / Areas / Volumes / Elevations
OAs-built
ON/E
OO N/A
1. The permanent pool surface area provided is consistent with the
O or N
permitted value.
2. The Temporary Pool Volume provided is consistent with the
0 or N
permitted value.
3. The permanent pool elevation is consistent with the permitted
Q or N
value.
4. The temporary pool elevation is consistent with the permitted
0 or N
value.
Inlets / Outlet / Drawdown
OAs-built
ON/E
OO N/A
1. The design volume draws down in 2-5 days.
0 or N
2. The size of the Orifice is consistent with the permitted value.
O or N
3. A trash rack is provided on the outlet structure.
O or N
4. Hydrologic impacts to the receiving channel are minimized from
O or N
the 1 yr 24-hr storm discharge?
5. The inlets and the outlet location are situated per the approved
0 or N
plan and avoid short-circuiting.
VegetationOAs-built
ON/E
3 N/A
1. The vegetated shelf has been planted with a minimum of 3
O or N
diverse species.
2. The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf or no
O or N
less than 24 inches on center.
Provide an explanation below for every MDC that was not met, and for every item marked "N/A" or "N/E."
Attach additional pages as needed.
There is no fountain in the design.
NCDEQ 2/9/2018

' E � V F-
Photos from the Medlin Self -Storage SCM#1 site inspections are as follow''`
OCT - 4 ?67.2
EAST SIDE VIEW OF SCM AND BASE DITCH:
i F.GIONALOFFICE
FULL VIEW OF SCM#1 WITH RISER AND SPILLWAY IN REAR:

Y"N& Iny:
mwo
an -
out
. . . . . . . . . . . . . . . .
of W-AM-A T

RISER STRUCTURE WITH TRASH RACK:
WEST SIDE VIEW OF SCM#1 WITH RISER AND SPILLWAY IN REAR:

RIP -RAP SCOUR HOLE:

Project Name: Medlin Self -Storage
Bez
Project Location: NC-210, Angier, NC
Cover Page 1
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set
location. Any deficient BMP 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 BMP(s).
The BMP(s) on this project include (check all that apply & corresponding O&M tables will
Bioretention Cell
Quantity:
Location(s):
Dry Detention Basin
Quantity:
Location(s):
Grassed Swale
Quantity:
Location(s):
Green Roof
Quantity:
Location(s):
Infiltration Basin
Quantity:
Location(s):
Infiltration Trench
Quantity:
Location(s):
Level Spreader/VFS
Quantity:
Location(s):
Permeable Pavement
Quantity:
Location(s):
Proprietary System
Quantity:
Location(s):
Rainwater Harvesting
Quantity:
Location(s):
Sand Filter
Quantity:
Location(s):
Stormwater Wetland
Quantity:
Location(s):
Wet Detention Basin
Quantity:
i
Location(s):
Disconnected Impervious Area
Present:
No
Location(s):
User Defined BMP
Present:
No
Location(s):
De aaaea auiomaucall :
northwest corner of property
CLICK TO UPDATE O&M MANUAL
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
* Responsible Party: DSM Investement Properties, LLC - Sheri Medlin
Title & Organization: Manager
Street address: 802 Holland Road
City, state, zip: Fuquay-Varina, NC 27526
Phone number(s): 919-201-3662
Email: sherirmedlin0amail.com
Signature: Date: 15'.2'-7'rW
r
I, a Notary Public for the State of N6
County of VV a�,Q, do hearby certify that bo t y, � I
personally appeared before me this 22 day of and
acknowledge the due execution of a Operations and Maintenmice Age ment .
Witness my hand and official seal,
_ ���gaumnrrnrgq
My Comm, Exp 4 .�
_- T ;, 7-12-2027 V
C oU�``,,,,,,,
commission expires �z12o2�
STORM-EZ 9/22/2l

Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where
original design depth for
it will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it
on the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it
on the plants rather than spraying.
STORM-EZ 9/22/21

Wet Detention Pond Maintenance. Requirements (Continued) }
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where
original design sediment
it will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
STORM-EZ 9/22/21

Wet Detention Pond Design Summary.
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
Permanent Pool El. 308 Permanent Pool El. 308
Temporary Pool El: 309.25 Temporary Pool El: 309,25
Pretreatment other No Clean Out Depth: 2 Clean Out Depth: 4
than forebay? Sediment Removal El: 306 Sediment Removal EL 304
Has Vag. Filter? No Bottom Elevation: 305 Bottom Elevation: 303
WET POND ID FOREBAY MAIN POND
Permanent Pool El. Permanent Pool El.
Temporary Pool El: Temporary Pool EL
Pretreatment other Clean Out Depth: 0 Clean Out Depth: 0
than forebay? Sediment Removal El: Sediment Removal El:
Has Veg. Filter? Bottom Elevation: I I Bottom Elevation:
STORM-EZ 9/22/21

CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY
SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN THE
SUBDIVISION JURISDICTION OF THE TOWN OF ANGIER AND
THAT I HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY
FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK
LINES AS NOTED, AND DEDICATE ALL STREETS, ALLEYS, WALKS,
PARKS AND OTHER SITE AND EASEMENTS TO THE PUBLIC
OR PRIVATE USE AS NOTED. FUTHERMORE, I HEREBY
DEDICATE ALL SANITARY SEWER, STORM SEWER, AND WATER
LINES TO THE TOWN OF ANGIER.
iXbt z1we0Mtr»1' P�0P./Aa5 4-64'
State of North Carolina, Wake County
1, Jama W. Mauldin, artily " this map woe drown under
my ou rWekm from on actual wrvey made under my suparMlon,
that the redo of precision a calculated by latitudes and
deparfum A t/AIIA00a:�that the boundaries not surveyed are
0, a broken lines
plated from Iaarmallan In
Pops _BEE.., that 0" map wet prepared U sword- with
Ga 47-M a amended.
YWnw my hand and eeci ode day of 6
SIGNI7URE
Number L-3247 �\Y\ CARD(/, I/ii
20 �ESSIOly;
ago SEAL Y
t L-3247
'o SUR i�
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Iona mMopaly that has an adk- that O.W.repw.* a
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w That the bdarniallarl avoeab to fhr "Wear to such that I om wabr to
to meta a dallmkwilann to the bat of MY pobMional Daft a W
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W. "kh P of-1cra LorW emta7or N. L-3247
NOTES:
(A) THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
(B.) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
N.) THIS SURVEYOR DOES NOT CERTIFY TO THE
ISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT BE
PRESENT ON THIS SITE.
THE SURVEYOR RELIED UPON THE CRY OR COUNTY FOR
APPROVAL OF ALL APPLICABLE ORDINANCE AND
HAS MADE NO INTERPRETATIONS OF THE ORDINANCES.
REFERENCES:
D.B.3789, PG.46B
M.B.2006, PG.407
M.B.2005, PG.823
M.B.2006, PG.168
M.B.2020, PG. 63
D.B.3779, PG.448-450
OTHER REFERENCES AS SHOWN
DATE OWNER
Tram %:�,.-g
DATE OWNER
FOR REGISTRATION
Matthew S. Uillis
REGISTER OF DEEDS
Harnett County NC
09/14/2022 at Q9157:43 AM
FeeORnt: $21g002 482 (3)
INSTRUMENT# 2022109395
KRYLR CORE
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
LEGEND
a Ew ung Iron Stake (Control Point)
Olron Stake Sal (unless otherwlee noted)
a Edsting Concrete Monument(Control Pant)
D Controls Monument Set
X Computed Pant Only
All measuromerds ahoen are horizontal ground
maaeuromaqte�unless olherwlee noted.
Area computes M' ocordblola
Zone: GC pinit: 0673-15-9867.000
0673-15-9630.000
XM - DENOTES STREET ADDRESS
STATE OF NORTH CAROUNA
CO OF° HAR ETT CERTIFICATE OF EXEMPTION
I, 1'Q- �C.• f )A W REVIEW OFFICER OF THIS DIVISION OF LAND DOES NOT MEET THE DEFINITION OF A SUBDIVISION I
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AS SET FORM BY NORTH CAROUNA GENERAL STATUTE 1GOA-376 AND IS NOT
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. SUBJECT TO THE SUBDIVISION REQUIREMENTS OF THE TOWN OF ANGIER'$ UDO
HE MIINIIMNUM LOT REQUIREMENTS FOR THE SUBJECT ZONING DISTRICT
HAVE BEEMET.
DATE REVIEW OFFICER SUBDIVISION Amsww DATE
LUCAS I
DAVEY ETHAN ALEXA
NDEROBN247
IJSUZANNE
G45I
D.B.3979, PG.316
M8.2000, PG.175
14.13.2000, PG.175
I
ROY W. GARDNER I
L GARDNER
I
D.B.814, PG,991
L14 I
S 87'14'18"E 222.1513' 1
/ I m scu AEctss cam 1wkmLwwcE rwswa 1
I �A
E I
HUGH SURLES
D.8.1107. PG.399
RECORDED HARNETT COUNTY BOOK 2020 PAGE -ISL ,
rn
0
0
2
HICKMAN AND HICKMAN N-U•
ENTERPRISES LLC NAD
D.B.2455, PG.353 N
M.B.2000, PG.175 E -
S Br20'28"E 473.94'
3.444 ACRES (GROSS AREA) °
O-0.108 ACRES (AREA IN R/W)
1 3.336 ACRES (NET AREA)
INCLUDES SCM EASEMENT
S 87'18'03"E 382.31' (Tl
S 87'13'3S"E Smog,
WE M LOCATION (ITPJ
0
6.606 ACRES (GROSS AREA)
-0.353 ACRES (AREA IN R/W)
6.253 ACRES (NEF AREA
INCLUDES 12' ACCESS EAS MI
r AXLE
�S \\
J�S3
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267
\\ BASED ON HARNETT CO. GIS
\
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267
\
PC# E, SLIDE 105E
2.77'
>00 0 !00 200 300
GRAPHIC SCALE - FEET
DANIEL A. RIVERA
KATHIA L. RIVERA
D.B.3689, PG.996
M.B.2005, PG.823
PX tW
Course
Bearing
Distance
Ll
S 87°14'44• E
38.56'
L2
S 37°49'22' W
52.94'
L3
S 40'13'27' W
52.09'
L4
9 4D°62'40° W
60.37'
L5
N 87°18'03' W
38.64'
L8
S 13110138° W
39.83,
L7
S 13'14'12' W
27.95'
L8
N 13°14'12' E
29.78'
L9
N 45'47'44' W
41.47'
L10
N 10°2W 47' W
42.57'
Lit
N 65°14'15' W
30.29'
L12
N 65°14'15• W
133.04'
L13
S 89°Ot'18• E
110.034
L14
S 87°07'A7• E
125.84'
L15
S 46°47'44' E
30.04'
L16
N 63°08'48' W
30.13,
Course
Bearing
Distance
Et
N 43°44'22' E
36.40'
E2
N 661181301 W
113.07'
E3
N 56°11'03' W
365.60'
E4
N 13°06'33' W'
82.90'
E5
N 31 °61'26• E
243.93'
ES
N 31°51'25' E
7.63'
E7
N 88°19'63° W
37.87'
E8
N 79°31'32" W
32.13'
E9
N 63*381640 W
70.53,
E10
N 01°10'01" E
76.63'
Ell
S 8B°40107' E
08.80,
E12
N 00*00,00° E
$1.60,
E13
S 87°13'40' E
204.86'
E14
S 00'00'03' E
118.89,
E15
N 88'18'53' W
170.40'
3 31°61'25' W
7.93'
S 31°51'25° W
245.64'
a
S13°06'33'E72'
8 55°11,03, E
359.81
S BB°18'30° E
118.2B'
Curve Radius Length Chord Chord Bear.
Cl 23.00' 35.02' 31.73' S 43°37'10• E
OWNER:
DSM INVESTMENT PROPERTIES, LLC
802 HOLLAND ROAD
FUQUAY-VARINA, NO. 27526
EASEMENT SURVEY FOR:
DSM INVESTMENT' PROPERTIES, LLC.
BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA
SCALE 1" = 100' JANUARY 23, 2020
REEVVISED: SEPTEMBER02, 20(220U1( SHOW ACCESS EASEMENT)
MAULDIN - WATIGNS SURVEYING. P.A.
P.O. BOX 444 / 1301 W. BROAD ST.
FUQUAY VARINA, NORTH CAROUNA 27526
[phone] C-929
V77
, GIIOIvr1`...(F"'.1.: r
4629