NCC221838_MODIFICATION Supporting Documents_20220825

DocuSign Envelope ID: 1DE833F6-C65F-45F5-9B7C-AA332EF37207
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EUZABETH S. BISER
secretary'
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
August 18, 2022
LETTER OF APPROVAL
Pulte Home Company, LLC
Attention: Jeremy Huntsman, Director of Land Development
11121 Carmel Commons Boulevard, Suite 450
------Charlotte, North Carolina 28211
RE: Project Name: Amhurst Subdivision
Project ID: CABAR-2021-086
Acres Approved: 10.41
County: Cabarrus
City: Concord Location: Zion Church Road
River Basin: Yadkin -Pee -Dee
Stream Classification: Other
Submitted By: CESI
Date Received by LQS: August 4, 2022
Plan Type: Revised
Dear Mr. Huntsman:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval
must be posted at the job site. This plan approval shall expire three (3) years following the date
of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A
NCAC 4B .0129.
As of April 1, 2019, all new construction -activities are required to complete and submit an
electronic Notice of Intent (eNOI) form requesting a Certificate of Coverage (COC) under the
NCGO10000 Construction General Permit. After the form is reviewed and found to be complete,
you will receive a link with payment instructions for the $100 annual permit fee. 'After the fee
is processed, you will receive the COC via email. As the Financially Responsible Party shown
on the FRO form submitted for this project, you MUST obtain the COC prior to commencement
of any land disturbing activity. The eNOI form may be accessed at deq.nc.gov/NCGO1. Please
direct questions about the eNOI form to the Stormwater Program staff in the Raleigh central
office. If the owner/operator of this project changes in the future, the new responsible party must
obtain a new COC.
Title 15A NCAC 4B .0118(a) and the NCGO1 permit require that the following documentation
be kept on file at the job site:
—-1W y. North Carolina Department of Environmental Quality Di4ision of Energy, Mineral and Resources
e:��DJ Mooresville Reginal Office 1610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
vaan".�"A''''"^ 704.663.1699
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DocuSign Envelope ID: 1 DE833F6-C65F-45F5-9B7C-AA332EF37207
Letter of Approval
Pulte Home Company, LLC
August 18, 2022
Page 2 of 2
1. The approved E&SC plan as well as any approved deviation.
2. The NCGOI permit and the COC, once it is received.
3. Records of inspections made during the previous 30 days.
Also, this letter gives the notice required by G.S. I I3A-61.1(a) of our right of periodic inspection
to ensure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances or
rules may also apply to this land -disturbing activity. This approval does not supersede any other
permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if
you notify this office of the proposed starting date for this project.
Your cooperation is appreciated.
Sincerely,
DocuSigned by:
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42CFABFC5B8G459...
Zahid S. Khan, CPM, CPESC, CPSWQ
Regional Engineer
Land Quality Section
KSL
Enclosures: Certificate of Approval
cc: CESI
Attention: Nick Buysee
Post Office Box 268
Concord, North Carolina 28026
North Carolina Department of Environmental Quality Div$sion of Energy, Mineral and Resources
Mooresville Reginal Office 1610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
704.663.1699
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PROJECT INFORMATION SHEET INDEX
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\ AND CONTACTS SHEET SHEET TITLE
1 I C001 GENERAL NOTES AND SPECIFICATIONS
_ _ PROJECT INFORMATION C1oo EXISTING CONDITIONS PLAN
w C101 DEMOLITION PLAN
PARCEL PIN NUMBERS 55298427760000
C200 RESIDENTIAL SITE PLAN N
11 I I PARCEL ZONING E RC -CD ACRES Z z
r C201 EASEMENT PLAN w
O I I PROPOSED PARCEL USE SINGLE FAMILY RESIDENTIAL z
C202 AUTOTURN EXHIBIT F
- - - I I�'�•�, WATERSHED/NPDES PHASE II N/A o z
- - _ C203 SIGHT DISTANCE PLAN AND PROFILE z O
O 70 140 0 z I.-
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10 I ,'-::,;: LOT 9 1 f
FEET WATER SYSTEM PROVIDER CITY OF CONCORD C210 ROAD PLAN AND PROFILE (1 OF 2) o o
,, ; 0.123 ACRES �,'... x'. 3s5--
_ 1 = 70' SEWER SYSTEM PROVIDER CITY OF CONCORD C211 ROAD PLAN AND PROFILE (2 OF 2) V)_•.',0.ES 7041607TA
0 QU•�s2Fr : 's C230 SITE DETAILS (1 OF 2)w o
LOT s �ELECTRICAL PROVIDER CITY OF CONCORD w0.122 ACRES Ii 1 so�soFr�r-•- �. �, C231 SITE DETAILS (2 OF 2)N �GAS PROVIDER PIEDMONT NATURAL GAS - a -I I I Lor 11 1 �x C300 GRADING PLAN
Iw
��0.118 ACRES 19 X_LOT 7 L • _4r�ZM b.124T ACRE -1 "�X�x\ C301 DRAINAGE PLAN
I I0.130 ACRES I _•-� 5400 SQ. /_ LOT C _1 CONTACT INFORMATION C310 STORM PROFILES (1 of 2)
56l4 SQ' �' 1 J 54004 SQ.RE /I LOT 21
10.124 ACR
•��. LOT 12 ";;" 5400 SQ. LOT 22
I II r"I I 0.128 ACRES r �.124 ACRE PROJECT AMHURST SUBDIVSION C311 STORM PROFILES (2 OF 2)
J 5400 SQ. LOT 3 PROJECT LOCATION 502 AMHURST ST SW C312 SAND FILTER 1 SCM DETAILS
I I ��5559 SQ. Ff /
G 0.130 ACRES I I �!+ w/ ~' " 0.195 CRES
CESI PROJECT NUMBER 220282.000
°.•' ,. SLOW 487 Q. FT
I 5661 SQ. �� r•r - ROSE OWNER PULTE HOME COMPANY LLC C320 STORMWATER DETAILS (1 OF 2)
• �, :. _
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0.128TACRES SQ Row + REPRESENTATIVEJEREMY HUNTSMAN C321 STORMWATER DETAILS (2 OF 2) o o N
OWNERS ADDRESS 11121 CARMEL COMMONS w N o
LOT 5 I I1�Sss�sQ�Fr _• a BLVD SUITE 450 C400 PHASE 1 EROSION CONTROL PLAN a
0.130 ACRES I_ I� o ^ N
j 5658 SQ. Ff _ • I CHARLOTTE, NC 28211 C401 PHASE 2 EROSION CONTROL PLAN � 00
"_•_� � � • I � 0.15T ACRE I � '- -
- 7233 SQ.
I 0.128r14 ACRES ;; «Y +; j ' I 0.168r36
ACRES OWNERS PHONE [phone] C402 CONVERSION PHASE EROSION CONTROL PLAN
LOT 4 I I ��555�9 SQ. -. _ - I 7324 SQ�Fr .::: ;: < ,�• OWNER'S EMAIL Jeremv.Huntsman®pultegroup.com
y I C420
0.130 ACRES I o :. : ; ;;; ; - �• EROSION CONTROL DETAILS (1 OF 2)
m LOT 24 1 PROJECT CONTRACTOR TBD o
I I LOT 34 I r"�--- 0.192 ACRES C421 EROSION CONTROL DETAILS (2 OF 2) to N re)
LOT 15 g 0.135 ACRES I ={ 8377 SQ. Ff. I CONTRACTORS REPRESENTATIVE
O 0.128 ACRES O s� sra I I CONTRACTORS ADDRESS C423 GROUND STABILIZATION AND MATERIALS HANDLING
��5559 SQ. Ff. _ . _ . _ LOT 37 O J
l.'- .J I _..�
LOT 3 ++�+ N 0.124 ACRES
0.125 ACRES I _ 5400 SQ_ J _ , C424 SELF -INSPECTION, RECORDKEEPING AND REPORTING
s443 sQ. Fr CONTRACTORS PHONE
J
I I C600 UTILITY PLAN
o 'r CONTRACTORS REP MOBILE
LOT 25
O I-----�•� I I LOT 16 LOT 33 I I r I i I I CONTRACTOR REP EMAIL
' 0.128 ACRES ::• ; 0.137 ACRES 0.143 ACRES
6234 SQ. Ff C601 ON -SITE WATERMAIN PLAN AND PROFILES /1 OF 2
' LOT 2 I _L5559 SQ. FT .: i.. .. O 9.0 sa � J• 1 I LOT 38 . ! : i .. _ .� . l )
0.120 ACRES �!' J 0.124 ACRES ..:.;.:. is m
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- - - I 540o SQ. FT ..: :,; '� 17- C602 ON -SITE WATERMAIN PLAN AND PROFILES (2 OF 2)
CIVIL ENGINEER CESI o LOT 17 C603 SANITARY SEWER PLAN AND PROFILES (1 OF 2) Z N
O -- ::,:>: LOT 26 I CIVIL ENGINEER NC FIRM LICENSE: C-0263
0.154 ACRES � � O
v LOT 1 I 6729 SQ. FT. 0.141 ACRES I O O N
0.145 ACRES L_ LOT 32 J I I I LOT 39 LINC 6150 SQ. Ff1•_ j ENGINEER: KATE UNDERWOOD, PhD, PE C604 SANITARY SEWER PLAN AND PROFILES (2 OF 2) m
6317 SQ. Ff. L , �.Q. LAG �cRES -
�3i.4. ENGINEER NC LICENSE: 033470
I �• , J 0.161 ACRES _ N C O O
-�ooa.sQ-� CIVIL ENGINEER ADDRESS: P.O. BOX 268 C605 UTILITY CROSSING _ m Y
_ _ I LOT 27 / CONCORD, NC 28026-0268 C620 UTILITY DETAILS 1 OF 3 ..
0.144 ACRES I CIVIL ENGINEER PHONE: [phone] ( ) N w
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I LUCA TERRACE SW _ s278 sQ_Fr1•--� ENGINEER EXTENSION: 2007 0 � I I-n
ss - - - -ss 5o Row \ ENGINEER MOBILE: [phone] C621 UTILITY DETAILS (2 OF 3) m W c z U , U
__
-ss - - - -ss - - I b` ENGINEER EMAIL: kateunderwoodC�cesicgs.com C622 UTILITY DETAILS (3 OF 3) m = a w o w
Z a
\ I r g, . L100 LANDSCAPING PLAN (%) N 0 0 w as a
I I j! MUNICIPALITY CITY OF CONCORD L101 LANDSCAPING DETAILS w N
LOT 31 ' 1 ' O
I I7m56 SQ. FT. 6.1LOT44 30 + PLANNING SCOTT SHERRILL, AICP WQ100 PRE -DEVELOPMENT DRAINAGE BASIN MAP U In w o
II 155T29
ACR _ PHONE [phone] WQ101 POST -DEVELOPMENT DRAINAGE BASIN MAP N
I I L 293 SQ. (L N
�•- 00
74? SQ. 1 5TACRE - �- EMAIL sherrills®concordnc.gov IY m a o
1 I 9+_ a O N I I `•�, J• ENGINEERING SHERRI MOORE = N 0 m
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L•�,J PHONE [phone] m z 3 Z
L.�• J EMAIL moores®concordnc.gov u Y g
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TRANSPORTATION DEVIN HOUSTON, PE w 0° W
PHONE [phone]
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CIVIL
LEGEND DIRECTIONS TO SITE: GEO ECHNICAL
URVEYMG
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SILT FENCE EXISTING IRON PIN J V Q� EXISTING IRRIGATION VALVE o TRAVELING SOUTH ON 601 FROM CONCORD PO BOX 268
> ro ro ro TEMP. DIVERSION DITCH BOLLARD TR EXISTING TRANSFORMER TURN RIGHT ONTO ZION CHURCH ROAD CONCORD, NC 28026-0268
BOUNDARY P. 704.786.5404
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RIGHT OF WAY $$ SANITARY SEWER MANHOLE EB EXISTING ELECTRIC BOX B "? WARREN COLEMAN BLVD FULLSITE F.704.786.7454
- EASEMENT
0 TURN RIGHT ONTO SOUTHERN CHASE CT. www.cesicgs.com
AMHURST SUBDIVISION
- - -
NCBELS CORP.
PROPOSED CENTERLINE ® EXISTING DROP INLET EXISTING LIGHT POLE TURN RIGHT ONTO CHAMPION LN. ©COPYRIGHT 2012
C-0263
PROPOSED CURB AND GUTTER sT EXISTING STORM DRAIN MANHOLE E EXISTING ELECTRIC MANHOLE SUBMITTAL
PROPOSED MAJOR CONTOUR O O N TURN RIGHT ONTO AMHURST ST. ENGINEERS SEAL
456 PROPOSED MINOR CONTOUR � EXISTING CLEAN OUT WM EXISTING WATER METER �
n �ltgkE ADDRESS
PROPOSED PAVEMENT 0 EXISTING FLARED END SECTION -u- SIGN z R �qNE 502 AMHURST ST SW ���``�H CA
PROPOSED STORM SEWER
MB
EXISTING MAIL BOX
®
PROPOSED CATCH BASIN
SITE _
- -
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
GM
EXISTING GAS METER
PROPOSED DROP INLET
0
EXISTING PAVEMENT
©
EXISTING GAS TEST STATION
®
PROPOSED STORM DRAIN MANHOLE
---w----w----w
EXISTING WATERLINE
-X-X-X-X-X-X-X-X-
EXISTING FENCE
®
EXISTING GAS VALVE
PROPOSED SANITARY SEWER MANHOLE
Nw.�_4g
EXISTING UNDERGROUND TELEPHONE LINE
a
EXISTING WATER VAULT
o@
TRUNCATED DOME
P P----P
EXISTING UNDERGROUND POWER LINE
,,,,,
c c c
EXISTING GAS LINE
e
EXISTING WATER VALVE
�M
PROPOSED WATER METER
- - -ss - - - -ss - - - -ss
EXISTING SANITARY SEWER LINE
EXISTING HYDRANT
PROPOSED FIRE HYDRANT
EXISTING DRAINAGE LINE
VICINITY
MAP
EXISTING TREE LINE
T�
EXISTING TELEPHONE PEDESTAL
PROPOSED WATER VALVE
-
NTS
TOTAL SITE AREA:
10.000 AC
TOTAL DISTURBED AREA:
10.409 AC
EXISTING SITE IMPERVIOUS AREA:
0.104 AC
POST CONSTRUCTION IMPERVIOUS AREA:
4.560 AC
POST CONSTRUCTION IMPERVIOUS AREA %:
47.55%
PROPOSED BUILDING AREA:
2.229 AC
SEAL
4 7
tiC/AS
8/11 /2022

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15' PERIMETER LANDSCAPE BUFFER COMMON OPEN SPACE
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0.128 ACRES
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\ 4' 0.130 ACRES f 1
H 5658 SQ. FT. , LOT 14
1 ZONING: RC -CD - CITY OF CONCORD j 1 • �. �' 1 0.128 ACRES
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0.125 ACRES
5443 SQ. FT LOT 16
/ \ '• + r ' •0- 0.128 ACRES
j1� I � � ` : ' • - . � 5559 SQ. FT.
/ / \ W y.;:.�,i. LOT 2 7�J•94 a ~• I
0.120 ACRES LOT 17
/ '. •' e:'. ' ' 5231 SQ. FT. - . 0.154 ACRES
/ / \ 70X 10 Q 6729 SQ. FT FC
SIGHT TRIANGLE 1 • �'
L'�• 1
1 I 1 LOT 1 ❑ . �' '//
0.145 ACRES 1 /
6317 SQ. FT. J /
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II as N o SIGHT TRIANGLE
(TYP)
d Z°P MEND �
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MAIL KIOSK
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ass' Psi \ UTILITY EASEMENT
ass' P 1
\ 1 -x-x-x x-x-x-x-x-x-x-;
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COM N OPEN SPACE
1 N 1
1. HEAVY DUN SIDEWALK SECTION WHERE SIDEWALKS CROSS
DRIVEWAYS -SEE DETAIL ON SHEET C230.
2. CONTRACTOR TO SAWCUT AND REMOVE EXISTING VALLEY GUTTER
ALONG AMHURST ST. TO INSTALL NEW DRIVEWAYS.
3. ALL WATER AND SEWER SERVICES INSTALLED ON AMHURST ST. TO BE
INSTALLED PER DETAIL ON SHEET C621
5' PUBLIC UTILITY EASEMENT (TYP.)
1
1
SITE DATA TABLE
CURRENT ZONING RC -CD (CITY OF CONCORD)
RESIDENTIAL AREA 435,600 SF / 10.000 ACRES
EXISTING IMPERVIOUS (RESIDENTIAL) 0 ACRES
PROPOSED IMPERVIOUS (RESIDENTIAL) 199,157 SF / 4.572 ACRES - (47.7%)
PERVIOUS AREA (RESIDENTIAL) 218,235 SF / 5.009 ACRES - (52.3%)
EXISTING LOTS 1
PROPOSED LOTS: 39
MAXIMUM RESIDENTIAL DENSITY 15 LOTS / ACRE
PROPOSED RESIDENTIAL DENSITY 4 LOTS / ACRE
RESIDENTIAL LOT SIZE MINIMUM 5,000 SF, MINIMUM DIMENSIONS 50' WIDE BY 100'
LONG
FRONT SETBACK 24' (2 FRONT SETBACKS FOR CORNER LOTS,
RESIDENTIAL LOT SETBACKS NON-DRIVEWWAY SETBACK MAY BE REDUCED TO 20'), 7' SIDE
SETBACK, 5' REAR SETBACK
BUILDING SETBACKS (RESIDENTIAL) 24' FRONT, 7' INTERIOR SIDE, 5" REAR
PARCEL NUMBERS 5529-84-2776
RESIDENTIAL OPEN SPACE REQUIRED 15% (4 UNITS PER ACRE) = 1.5 ACRES REQUIRED
RESIDENTIAL OPEN SPACE PROVIDED 16.46% = 1.646 ACRES
5 ° TYPICAL LOT DETAIL
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;ZONING: RC -CD - CITY OF CONCORD 1 1 1 1
1 I , LOT 36 1 s. ! q LOT 24
;1 LOT C 0FAI.168 ACRES a� " ` I 0.192 ACRES �1
0.166 ACRES
7233 SQ. FT. 7324 SQ. FT .. ' 1 1 8377 SQ. FT.
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a• • ..: .: 0 Rl 1 LOT 37 V7 a "t ' ' y . O ❑ LOT 25 1
LOT 34 1 0.124 ACRES 1 y "' 0.143 ACRES
a' •` ' • 0.135 ACRES 5400 SQ. FT. 1 '' ' d 6234 SQ. FT. J
O � 5900 SQ. FT. •� .J ; r y` •�.�•�• O 1
1 •' 1
f ,• a
WILLOW ROSE STREET SW - 50' ROW
h
LOT
TYPES:
A -
FITS 40' X 60'
FOOTPRINT WITH
10'
X
10'
PATIO
ATYPE
(26 LOTS
= 67%)
B -
FITS 40' X 60'
FOOTPRINT WITH
10'
X
10'
DECK
RlTYPE
(3 LOTS =
8%)
C -
FITS 30' X 60'
FOOTPRINT WITH
10'
X
10'
PATIO
CTYPE
(8 LOTS =
21 %)
D -
FITS 40' X 45'
FOOTPRINT WITH
10'
X
10'
PATIO
lulTYPE
(2 LOTS =
5%)
N `.�,�•�• �•�• �,., ` `'' �,�•�'� ROAD FRONTAGE
1, • �' • �' 00' ` m U4! 50' TEMPORARY CONSTRUCTION EASEMENT
71' FOR SOIL STORAGE
r • , a.:a•. , 1 1
� ` Rl I LOT 38 ''~ •' 1 cn , , FAI LOT 26 �
❑ 0.124 ACRES ? .'a 1 0.141 ACRES co
1, 1 LOT 33 1 A 5400 SQ. FT ; '.. ` '` ' ` ' 1 6150 SQ. FT. . - • J 1
O 0.137 ACRES 1 ' , _ , i ril
5951 SQ. FT •� '�. 1 ..O .�• \�J 1
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.' LOT 27
Rl } ;:. : 0.144 ACRES
.�.1...�: , LOT 39 R25.6278 SQ. FT.
1 0.161 ACRES DD'
a °: �::' 7000 SQ. FT
LOT 32 I 1 ` ' `� • �'' I ���''
• Q, 0.166 ACRES 1
.� ...a. ��,�• `
7214 SQ. Fr _ J L� ` UTILITY,E45EMEW
5.00 00,
SIDEVJA� 2G. ER u"�
SW 50' ROW
L 25' X 25' SIGHT UCA TERRACE -
TRIANGLE (TYP.)
y a a -�- -�-- --
UTILITY EASEMENT FOR FUTURE WATER
' - • a t INTERCONNECTION WITH INDUSTRIAL AREA
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<' I ❑q � I A I I I
LOT 31 I Ir LOT 29 r0) I 0.165TACRES I4
0.162 ACRES ` LOT 30 r I 0.155 ACRES
7056 SQ. FT. •d' 0.144 ACRES I ttJ 7191 SQ. FT 0
` I 6293 SQ. FT I 6742 SQ. FT 10 I j�
43.24' I 7 -• 40_47_•� L•-.
8' PERIMETER LANDSCAPE BUFFER COMMON OPEN SPACE
x-x-.-x-x-x-X-x-x-X-x-X-X-x-N72'49'18"W 759.92'-x-x-x
BROKEN BARB WIRE
ZONING: RC -CD - CITY OF CONCORD
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ACCESS EASEMENT
FOR SCM AND UTILITY
WATER
QUALITY SC M
- fix-x-x-x-x-x-x
DRIVEWAY LABEL TABLE
LOT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
SIDE
R
L
R
R
L
R
L
R
R
L
R
L
R
L
R
L
R
R
L
L
L
LOT
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
SIDE
L
L
R
L
R
L
R
L
R
L
L
R
L
R
L
R
I L
R
HATCH DENOTES AREAS
INCLUDED IN COMMON
OPEN SPACE (TYP.)
1
1
1
1
1
1
1
1
1
1
1
SETBACK DISTANCES
PRINCIPAL STRUCTURES
SETBACK TYPE
DISTANCE
FRONT SETBACK
24'
INTERIOR SIDE SETBACK
7'
REAR SETBACK
5'
ACCESSORY STRUCTURES
SETBACK TYPE
DISTANCE
INTERIOR SIDE SETBACK
5'
REAR SETBACK
5'
IMPERVIOUS AREAS
AREA TYPE
AREA (SF)
PERCENT
STREETS
34,671
8.3%
SIDEWALK
17,429
4.2%
HOMESITE
122,186
29.3%
DRIVEWAY
24,871
5.9%
TOTAL PROPOSED
199,157
47.7%
TOTAL ALLOWED (RC)
50%
TOTAL ALLOWED - TOTAL PROPOSED:
50% - 47.7% = 2.3%
OPEN SPACE MAINTENANCE NOTE:
(PER SECTION 10.5.8 OF CDO)
PASSIVE OPEN SPACE:
- LITTER, DEAD TREE AND PLANT MATERIALS OBSTRUCTING
PEDESTRIAN MOVEMENT, AND BRUSH WILL BE REMOVED.
- WEEDING AND MOWING WILL BE UTILIZED WHERE APPLICABLE.
- HUMAN -MADE LITTER AND DEBRIS SHALL BE REMOVED FROM
PASSIVE OPEN SPACE AREAS THAT ARE TREE SAVE AREAS.
- LITTER AND DEBRIS SHALL NOT INHIBIT THE FLOW OF NATURAL
WATERCOURSES FOR ALL PASSIVE OPEN SPACE AREAS.
- STREAM CHANNELS SHALL BE MAINTAINED SO FLOODPLAINS
ELEVATIONS REMAIN UNCHANGED.
ACTIVE OPEN SPACE:
- NO ACTIVE OPEN SPACES ARE PROVIDED.
NOTE:
BUILDING HEATED SQUARE FOOTAGE NOT TO EXCEED 3,600 SF.
THEREFOR FIRE FLOW DEMAND = 1,500 GPM @ 20 PSI
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CIVIL
GEOTECHNICAL
SURVEYING
PO BOX 268
CONCORD, NC 28026-0268
P. 704.786.5404
F. 704.786.7454
www.cesicgs.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012
ENGINEERS SEAL
CA ROl
aFESSiO,�'yy
SEAL _
7
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8/11/2022
C200

I I I I ALLEY CURB /
I PRI 10II SECOND TRACT /
------- i__ II KORY VINCENT YETTER /
DB: 12824 PG: 142 /
0 (CABARRUS COUNTY) MB: 18 PG: 96
I 1 I MB: 55 PG: 24 /
X
RIv� PIN: 5529-75-8458 /
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0. 123 ACRES
5364 SQ. FT
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LOT C
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01 (CABARRUS COUNTY)
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x 50' R/W a.:.. a
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5147 SQ. FT. l \ 7
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INV ��t 1 1 635J68' SQ.
I RIM: 646.77 • x If� �... - •.,
I NW a ) 6351.81' I _ Q PUBLIC STORM DRAIN EASEMENT - - � I I I- -I
INV IN: 642.63 M ,>' 50' R/W - - M I I I d.° .'' ';'d LOT 26
I I- - INV OUT: 635.3�' I ,
INV OUT: 642.30' / - - . I• 0.141 ACRES I I
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INV IN: (INACCESSIBLE) :.•. s '�S S ----- ----
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w I UTILITY EASEMENT FOR FUTURE WATER.-
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BASIN �� I ~�d' �" w INTERCONNECTION WITH INDUSTRIAL AREA--
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OUT: 641.06' INV PUT: 634.84'
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INV IN (2): 633.58'
INV IN (3): 628.42
INV OUT: 627.14'
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N: 594,943.06'
E: 1, 527, 273.37'
ELV: 645.33'
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DB: 14132
PG: 18
MB: 36,
PG. 66
MB: 33,
PG. 101
MB: 22,
PG:14
PIN: 5529-74-2660
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GEOTECHNICAL
SURVEYING
PO BOX 268
CONCORD, NC 28026-0268
P. 704.786.5404
F. 704.786.7454
www.cesicgs.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012
ENGINEERS SEAL
\A 0 A Rol
Q�aFESS/0
SEAL
7
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IN g�co\�,�:
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8/11 /2022
C201