NCC230813_Site Plan or Location Map_20230327

MAL N FrE
TRACY MCCREADY and wife,
LESLIE MCCREADY
P.I.N: 4692-65-5164
DB. 1224, PG. 306
C & S FAMILY, LLC
P.I.N: 4692-64-3424
DB. 10303, PG. 194
MB 65, PG. 2
LEGEND
i
KEMN BARBEE and wife, HILLARY
WILLIAM BARBEE
P.I.N: 4692-64-7237
DB. 10864, PG. 207
LOT 3, MB. 65, PG. 2
Ll
WRITE FAMILY RESIDENCE
3003 BARR ROAD, CONCORD, NC 28027
SCHEMATIC PROJECT OVERVIEW
NTS
JOHN K. GORDON and wife, �3' _
KIMBERLY B. GORDON TiI --- ---
P.I.N. 4692-75-0117 WNW_ _ — — — — — ' 1
DB. 1200,TRAG. 113 1 �'�, -- — — (30.061
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TEMP. DIVERSION DITCH
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RIGHT OF WAY
— — — —
EASEMENT
PROPOSED CENTERLINE
PROPOSED CURB AND GUTTER
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
456
PROPOSED PAVEMENT
PROPOSED STORM SEWER
— —
EXISTING MAJOR CONTOUR
— — — — — — — — — — — — — — —
EXISTING MINOR CONTOUR
EXISTING PAVEMENT
— — —w— — — —w— — — —w
EXISTING WATERLINE
—x—x—x—x—x—x—x—x—
EXISTING FENCE
EXISTING UNDERGROUND TELEPHONE LINE
---P----P----P
EXISTING UNDERGROUND POWER LINE
ccc
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
— —
EXISTING DRAINAGE LINE
EXISTING TREE LINE
C5�'
' SEPTIC FIELD EASEMENT `
MB. 65 PG. 2
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j P.I.N: 4692-64-3424 /
DB. 10303. PG. 194
LOT 1, MB. 65, PG. 2
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EXISTING
IRON PIN
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SS
SANITARY
SEWER MANHOLE
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EXISTING
DROP INLET
$T
EXISTING
STORM DRAIN MANHOLE
EXISTING
CLEAN OUT
0
EXISTING
FLARED END SECTION
MB
EXISTING
MAIL BOX
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EXISTING
GAS METER
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EXISTING
GAS TEST STATION
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EXISTING
GAS VALVE
aEXISTING
WATER VAULT
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EXISTING
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EXISTING
HYDRANT
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EXISTING
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EXISTING IRRIGATION VALVE
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EXISTING TRANSFORMER
EB
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
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EXISTING ELECTRIC MANHOLE
WM
EXISTING WATER METER
SIGN
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PROPOSED CATCH BASIN
FEE]
PROPOSED DROP INLET
®
PROPOSED STORM DRAIN MANHOLE
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PROPOSED SANITARY SEWER MANHOLE
°°°°°
°°°°°
TRUNCATED DOME
m-1
PROPOSED WATER METER
PROPOSED FIRE HYDRANT
D4
PROPOSED WATER VALVE
VICINITY MAP
N O,RETjIa
PROJECT INFORMATION
AND CONTACTS
Ia:Z6111:191mIZIY0]:]'!I_%9[6]ZI
PARCEL PIN NUMBERS
PARCEL ACREAGE
PARCEL ZONING
PROPOSED PARCEL USE
WATERSHED/NPDES PHASE
WATER SYSTEM PROVIDER
SEWER SYSTEM PROVIDER
ELECTRICAL PROVIDER
GAS PROVIDER
CONTACT INFORMATION
PROJECT
PROJECT LOCATION
CESI PROJECT NUMBER
OWNER
OWNER'S ADDRESS
OWNER'S PHONE
4692-74-2608-0000
16.76 AC
AO
RESIDENTIAL
WAITE FAMILY RESIDENCE
3003 BARR ROAD
CONCORD, NC 28027
220754.000
FREDERICK AND KELLY WAITE
13503 LONG COMMON PARKWAY
HUNTERSVILLE, NC 28078
OWNER'S EMAIL fwaite®yahoo.com
PROJECT CONTRACTOR & CLIENT
CONTRACTOR'S REPRESENTATIVE
CONTRACTORS ADDRESS
CONTRACTOR'S PHONE
CONTRACTOR'S REP MOBILE
CONTRACTOR REP EMAIL
PROJECT ARCHITECT
CONTACT
CONTACT EMAILS
PHONE
CIVIL ENGINEER CESI
CIVIL ENGINEER NC FIRM LICENSE C-0263
ENGINEER
NICK BUYSSE, PE
ENGINEER NC LICENSE
047997
CIVIL ENGINEER ADDRESS
P.O. BOX 268
CONCORD, NC 28026-0268
CIVIL ENGINEER PHONE
[phone]
ENGINEER EXTENSION
1044
ENGINEER MOBILE
(704-902-6169
ENGINEER EMAIL
[e-mail]
if, leP►IIQIJ11111 :A1PI11!I19011W
PLANNING
RICHARD SMITH
PHONE
704-920-4350
EMAIL
[e-mail]
ENGINEERING
SCOTT KAUFHOLD
PHONE
704-920-4350
EMAIL
[e-mail]
TRANSPORTATION
PHONE
EMAIL
DIRECTIONS TO SITE
HEADING SOUTH ON 1-85 TAKE EXIT 55 ONTO DAVIDSON HWY
TURN RIGHT ONTO DAVIDSON HWY TOWARDS KANNAPOLIS PKWY
TURN RIGHT ONTO KANNAPOLIS PKWY
AFTER APPROX. 0.20 MILES TURN LEFT ONTO MACEDONIA CHURCH RD.
MACEDONIA CHURCH RD. BECOMES BARR RD.
AFTER APPROX. 1.30 MILES PROJECT SITE IS LOCATED ON THE LEFT.
ADDRESS — 3003 BARR ROAD CONCORD, NC 28027
SHEET INDEX
SHEET SHEET TITLE
C001 GENERAL NOTES AND SPECIFICATIONS
C100 EXISTING CONDITIONS
C200 SITE PLAN
C300 GRADING PLAN
C400 EROSION CONTROL PHASE 1
C401 EROSION CONTROL PHASE 2
C410 EROSION CONTROL DETAILS
C411 NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
C412 NCG01 SELF —INSPECTION, RECORDKEEPING AND
REPORTING
FULL SITE
SUBMITTAL
TOTAL
SITE AREA:
16.741
ACRES
TOTAL
DISTURBED AREA:
4.364
ACRES
EXISTING SITE IMPERVIOUS AREA:
0.000
ACRES
POST
CONSTRUCTION IMPERVIOUS AREA:
0.791
ACRES
POST
CONSTRUCTION IMPERVIOUS AREA %:
4.72%
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CIVIL
�HNICAL
3 u -I\-VEYING
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
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JOHN K. GORDON and wife, % 1
KIMBERL`( B/ GORDON
P.i.N. 469-75--01 7 EASMEN i
DB. 1200, PG. 113 I / 1 Ili E.RE(-�__
— ---_— ��.I TRACT 1 I I j 1 I EnD / 1 / 1 t; / / / l 30rIINGF� �ANO_Po.uo - /- T / - /-_
/ / / /
TRAC
Y MC1✓READ\f and wife,
LtSLIE biCCREADY
-.
_ - — _ �- 1
/P..N: 4692 ��64�/ /i// // � � � — — — / � � / / _ � - - j / /_ 1_i_ �___ -�=--- (3�' '�i
// �B. i PG. SOCCa // jj /�j j / i_�i — {- — — ��NVERT ELEV. = 696.68�� //� , _ / �/ —_/L --��,,
12" CMP i _ - _ - - / / 1---��-. ,__
\ l 1 I l l 1 I
30.0p') ( I I I I I
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SILT FENCE OUTLET ����/� // / / / lI �, �,1
i' ,• o - ` _ — _ 1�—INVERT ELEV.
NOV
SILT FENCE (TYP) // // / / nI N N
/� /� � 1/ /� / // / ,-\jam - � �`\\'�\_ � T _ — � / / JII IJ ✓ I II \ \ \ \ \ \
/ // / /! I \ \ \
- / / / POINT OF LOCALIZATION / / /I li It \ \
\ \ \ ' — — _ / — — / — —' / / / — — — _ ,'' , TOTAL DISTURBED AREA: 201,649 SQ FT/ 4.630 ACRES TRAVERSE CONTROL POINT #2 \ \ \
I \ — N.C. GRID - NAD 83 X2011' I
N = 624,996.58 I II
/ E= 1,497,764.21' II IIII I 1
CGF = 0.99984867 732.12
\\\\\\ \\\\ \\\ \ \\\ \ DA B _/ 1
LENGTH = 100' c II
—
\ I
\ \I1411
DISTURBED AREA (TYP) FREDERICK WAITE and w;fe, KELLY WAITE L 1 1
P..N. 4692-74--2608 \ c KVERT ELEV. = 729.08'
\ \ \ \ \ \ \ — — � \ \ � '— — 13952, PG. 278 � I
16.741 ACRES
\ \ \ \ \ \ \ \ \ \ i • d �-
\ \ \ \ \ \ \ \ \ \ LENGTH = 652' \
EnB \ \ \ \c FUTURE DRIVEWAY LOCATION o�
QC
SILT FENCE (TYP) _ _ SOILS LIMITS (TYP)
LAT: 35.455137 N
LONG: 80.686593 W
_ _ - \ — \ �� E LEGEND
\ \ \\ \ \ \ \ \ \ \ \ \\ \ \ SILT FENCE OUTLET j= \ \ — _ \ \ \= p' „ �\ �► 1 _ \ \
�\ �\ ------ \ --
\\ NOTE: NOT ALL ITEMS SHOWN IN LEGEND MAY SHOW ON PLANS
/ \ \ \ \ rxXX SOIL GROUP
\ ��C -& S FAMILY, LLC \ \ \ \ \ \ \ \ \\ \ \ \ DA-A XX HYDROLOGIC GROUP
\� P.i.N: 4692-64-3424 \ \ \ \ \ \ \ \ \ \ \ �, \ DRAINAGE AREA LIMITS (TYP) INVE ELEV. = 726.9 \ \ \\
DB. 10303, PG. 194 \ \ \ \\ a
MB 65, PG. 2 , \ DA- D \ \ �� \ \ \ 5" SKIMMER W 3" ORIFICE :..
\\ RIPRAP APRON AT SKIMMER BARREL OUTFACE 1\ S S B -1 y\ \ \ \ d \ \ /
SILT FENCE OUTLET I cc
/ ,
BAFFLES-700 m2
I I \\ \\ \ \ \ \ \ \ — _ — _ _ — — ,► / _ COIR EROSION BLANKET EnD—
\ TIE INTO SIDE SLOPES (TYP.)
OVERFLOW RIPRAP WEIR
INVERT ELEVATION: 693.50 _ — tc tc
WIDTH: 20 \` / ----- —� %_'----\\ \ — —
\ _ — O- SEPTIC FIELD EASEMENT \ \\
// l ------ �� MB. 65 PG. 2 —
\ _ /'—��—
/ TEMPORARY CLEAN WATER BYPASS
TO BE STABILIZED UPON INSTALLATION
A/-
C & FAMILY, LLC
4-3424
• I I 1 ' I 1 1 vI � \ \ \ \ _ — � � �' / /'..: // / / P.I.N: 4 92-6
/� DB. 10303 PG. 194
TR �_— \ \ , ..:.:� IOT 1, MB.�, PG. 2
\ I 1 I I JEVIN BARBEE cnd wife, HILLARY
1 I I I I I I 1 1 WILL_IAM BARBEE—
\ I I I I I 1 II P.I.N: 4692-64-7237—
i 1 I I I I I I \ DB. 10854, PG. 207
I I I I \I LOT 3 MB. 65, PG.
EnD
tt
tt
7
69.04' r;c_ \ _ '�INVERT ELEV. = 68•�3�" \ \ \ \ \ \ \
\ \ \ 1 1 \ \ q \ \ -------- A�:.. .'18"RCP.
INVERT ELEV. = 687.30' - ' INVERT ELEV. = 688.92" \ \\ \ \\ \\ \ \ \ \
.1 27-CPP
— �P VERT ELEV. = 685.99"
E�
PAUL BARB and wife
0
moQffGa
0 50 100
FEET
1" = 50'
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR
THIS PROJECT MUST COME FROM A SITE WITH AN
APPROVED EROSION CONTROL PLAN, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR
A LANDFILL REGULATED BY THE DIVISION OF SOLID
WASTE MANAGEMENT. TRASH/DEBRIS FROM
DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT
A FACILITY REGULATED BY THE DIVISION OF SOLID
WASTE MANAGEMENT.
SEE SHEET C001 FOR SEEDING SPECIFICATIONS,
ADDITIONAL EROSION CONTROL GENERAL NOTES,
ENHANCED EROSION CONTROL NOTES, TEMPORARY
SEED BED PREPARATION. NARRATIVE, AND
CONSTRUCTION AND EROSION CONTROL SEQUENCE
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AREA
CALCULATION TABLE
DA-A
5.346
ACRES
DA-B
0.528
ACRES
DA-C
2.909
ACRES
DA-D
0.176
ACRES
TOTAL
8.959
ACRES
INLET PROTECTION
ROCK CHECK DAM
PERMANENT SEEDING
TEMPORARY SLOPE DRAIN
OVERLAND FLOW DIRECTION
SILT FENCE
BAFFLE
TEMP. DIVERSION DITCH
EXISTING PAVEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
BOUNDARY
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED STORM SEWER
TIME OF CONCENTRATION
SOIL GROUP LINES
DISTURBED AREA LIMITS
SILT FENCE
DRAINAGE AREA
PHASE 1 SKIMMER BASIN #1
DRAINAGE AREA
5.346
AC.
COMPOSITE Cc
82.6
Q10
26.58
CFS
SEE HYDRAFLOW
VOLUME REQUIRED
9,623
CF
DA x 3600 CF/AC
VOLUME PROVIDED
38,172
CF
SURFACE AREA REQ.
9,064
SQ FT
SURFACE AREA PROV.
13,807
SQ FT
BOTTOM ELEV.
690.00
TOP ELEV.
695.00
FREEBOARD
1.16
FT
SIDE SLOPE
3:1
TOP OF DAM
695.00
DEWATERING MECHANISM
5.0"/3.0"
IN
SKIMMER/ORIFICE
DEWATERING TIME
3.18
DAYS
WEIR LENGTH
2O.00'
FT
WEIR ELEVATION
693.50
1. ALL EXCESS SOIL TO BE HAULED TO AN APPROVED SINGLE SITE.
2.ALL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH NCAC TITLE 15 CHAPTER 4 EROSION AND
SEDIMENTATION CONTROL AND NCDENR EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN
MANUAL
3.CONTACT DURING CONSTRUCTION
3.1. DEVELOPER - TBD
3.2. ENGINEER - CESI - NICK BUYSSE PE - 704-786-5404
4.NCDENR INSPECTOR - TBD
5.000RDINATE COMPUTATION USED FOR AREA DETERMINATION IN AUTOCAD 3D 2021
6.SOIL TYPES
CcB2 - CECIL SANDY CLAY LOAM, 2% TO 8% SLOPES, HSG B
ChA - CHEWACLA SANDY LOAM, 0% TO 2% SLOPES, HSG B/D
CuB2 - CULLEN CLAY LOAM, 2% TO 8% SLOPES, HSG B
CcD2 - CECIL SANDY CLAY LOAM 8% TO 15% SLOPES, HSG B
CuD2 - CULLEN CLAY LOAM 8% TO 15% SLOPES, HSG B
PoF - POINDEXTER LOAM, 15% TO 45% SLOPES, HSG C
7.RIVER BASIN - YADKIN PEE-DEE
&RECEIVING WATER COURSE - CODDLE CREEK (LAKE HOWELL) 13-17-6-(1.5)
ALL DEMOLITION DEBRIS SHALL BE HAULED TO A
PERMITTED APPROVED HAUL SITE WHETHER INERT
OR ORGANIC. ALL HAZARDOUS WASTE SHALL BE
DISPOSED OF IN ACCORDANCE WITH APPLICABLE
� 4. LOCAL, STATE, AND FEDERAL LAWS J
ALL INLETS MUST BE INSCRIBED WITH FISH
LOGO AND READ, "DUMP NO WASTE, DRAINS TO
STREAM" OR EQUIVALENT APPROVED LANGUAGE
ALL EROSION CONTROL MEASURES SHALL
BE REMOVED UPON SITE STABILIZATION
AND APPROVAL OF EROSION CONTROL
INSPECTOR. ALL DISTURBANCE DURING
REMOVAL SHALL BE MATTED AND SEEDED
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GEOTECHNICAL
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PO BOY 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
SEAL
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02/22/2023
C400

JOHN K. GORDON and wife,
/ I
KIMBERLY B GORDON
2/- I p1 — — L ,1. ' (30.0 ' 1 I I I I I
PDB. 469-75-01,7 I I / / 1 1 1 ,1i II/ / / / / / pRE EASEN /- / �) 1
DB. 1200, PG. 113 I I I I I / 1 1 (� ^ l / l INC+� E PG• 1'LO - /- __---
TRACT 1 / EnD / I / / / / 3tip1809_ /.... 1 1
_ _ l ------!-----.---f- -._T L =- ----
/� __� --: _---:��-=_----_` �__ ---- �
/ TRACY MC'CREAD\r and wife, '/ / /// — — —!_ — — — — — l 1 1 —1 - .T7" / I I 1 I 1 I I I
_ - _ - �/ / _ I 41_ y�- / --_-------_ "- __ I
LtSLlt Mc CREADY - - 1 -� t' _7- / I
y_-.---
/ /P.LN: 4692 & -5164/ /i// // � � �/ _ � � � _ _ _�___-�..... /.
' t�b� // j i� _ — — — _ — INVERT ELEV. = 696.b8 ' / / - / " - -- - -
/ / _ _ _{—
o>=
— _ 12�CMP _ — — —_ —_ --i � � / Cu32
— — -- / 1
Ln
_ —_ —--------- SILT FENCE OUTLET
,ram.,e. = Z 1�—1NVERI�L=
N� rn
SILT FENCE
-71
POINT OF LOCALIZATION
TOTAL DISTURBED AREA: 201,649 SQ FT/ 4.630 ACRES TRAVERSE CONTROL POINT #2
\ _ = j � N.C. GRID - NAD 83 �(2011'
�I I I
I I I I I I (I I I I 1\' \ I\ N= 624,996.58' /
I I I I I I I I �1 \ \ \ \ \ \ \ \ \ _ _ _ — — — /o E = 1,497,764.21' I I I i
rDA- 2 / '/ \ CGF = 0.99984867 732.12
0
moQffGa
0 50 100
FEET
1" = 50'
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR
THIS PROJECT MUST COME FROM A SITE WITH AN
APPROVED EROSION CONTROL PLAN, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR
A LANDFILL REGULATED BY THE DIVISION OF SOLID
WASTE MANAGEMENT. TRASH/DEBRIS FROM
DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT
A FACILITY REGULATED BY THE DIVISION OF SOLID
WASTE MANAGEMENT.
SEE SHEET C001 FOR SEEDING SPECIFICATIONS,
ADDITIONAL EROSION CONTROL GENERAL NOTES,
ENHANCED EROSION CONTROL NOTES, TEMPORARY
SEED BED PREPARATION. NARRATIVE, AND
CONSTRUCTION AND EROSION CONTROL SEQUENCE
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AREA
CALCULATION TABLE
DA-1
4.914
ACRES
DA-2
0.524
ACRES
DA-3
2.909
ACRES
DA-4
0.443
ACRES
DA-5
0.170
ACRES
TOTAL
8.959
ACRES
XX HYDROLOGIC GROUP
/ —
1 \ \ \ \ \ \ \ \ _ — _ _ — — _ , 4 / / — — O BAFFLES-700g/m2
I I \ \ \ \ \ _ — _ _ _ _ ,► _ — COIR EROSION BLANKET EnD�
T / — — _ — / TIE INTO SIDE SLOPES TYP. —
C -----
I OVERFLOW RIP WEIR _ /�/ / / / I -- — — — — —
INVERT ELEVATION: 3.50 _ _ _ / / / _ _ _ — — — �Fo \ tc tc
WIDT : 20' — _ O- - / SEPTIC FIELD EASEMENT \ \ — —
/ MB. 65 PG. 2 \ —
/ TEMPORARY CLEAN WATER BYPASS
—� —D TO BE STABILIZED UPON INSTALLATION e,,'
/ / / — _ _ _ — _ / —_ / / /� j;/ rpp PLO
/ C & FAMILY, LLC
P.I.N: 4692 64 3424
DB. 10303 PG. 194
� � \ \ \ ;� / � ! OT 1, MB. �, PG. 2
i
JEVIN BARBEE cnd wife, HILLARY
1 I I I I I I I I WILL_IAM BARBEE—
\ I I I P.I.N: 4692-64-7237 _
I I I I I I I I I \ DB. 10854 PG. 207 — — — — R, \ —
\ 1 I I I I I I I LOT 3, MB. 65 PG. 2 \�,. �:�:
1 I I I I I I I ` - — — — — — i �\ \'. �\ \ 'EnD -
\ 1 1V� I I I I \ \ \� --- _-- �— _ _ —1 '''��,-c'\
C
_ INVERT ELEV. - 68 3�" \ \\ \\
\\\— — — — — — — — — �- _ A — 7' 18" RCP ,� \ \\ \ \\ \\ \\ \ \
INVERT ELEV. = 687.30' - ' I VN ERT ELEV. - 688.92" \ \ \ \ \ \ \ \ \
40VERT ELEV. = 685.99"
\ \ � � �� 7C � \ \ ` � \ � � PAUL BARB and wife
LAT: 35.455137 N
\ LONG: 80.686593 W
\ E LEGEND
\\\ \\ 1-1
NOTE: NOT ALL ITEMS SHOWN IN LEGEND MAY SHOW ON PLANS
JI I ) — \
\ I®I
XXX SOIL GROUP
��C -& S FAMILY, LLC \ \ \ \ DRAINAGE AREA LIMITS (TYP) _ _ _ _ _
1
P.i.N: 4692-64-3424 \ \ \ \ ` \ \ \\ — — \ \ �\ \ ( / INVE ELEV. = 726.£
D8. 10303, PG. 194 \ \ \ \ \ I )
�\\ \ \ DA- 5 \ 5 SKIMMER W/ 3 ORIFICE SOILS LIMITS (TYPMB )
\ \\\ \\\ \\ 1-1 RIPRAP APRON AT SKIMMER BARREL OUTFACE _
\ \SSB 1 DA_1 1
SILT FENCE OUTLET 126.17
INLET PROTECTION
ROCK CHECK DAM
PERMANENT SEEDING
TEMPORARY SLOPE DRAIN
OVERLAND FLOW DIRECTION
SILT FENCE
BAFFLE
TEMP. DIVERSION DITCH
EXISTING PAVEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
BOUNDARY
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED STORM SEWER
TIME OF CONCENTRATION
SOIL GROUP LINES
DISTURBED AREA LIMITS
SILT FENCE
DRAINAGE AREA
PHASE 1 SKIMMER BASIN #1
DRAINAGE AREA
4.914
AC.
COMPOSITE Cc
88.8
Q10
29.60
CFS
SEE HYDRAFLOW
VOLUME REQUIRED
8,845
CF
DA x 3600 CF/AC
VOLUME PROVIDED
38,172
CF
SURFACE AREA REQ.
9,620
SQ FT
SURFACE AREA PROV.
13,226
SQ FT
BOTTOM ELEV.
690.00
TOP ELEV.
695.00
FREEBOARD
1.03
FT
SIDE SLOPE
3:1
TOP OF DAM
695.00
DEWATERING MECHANISM
5.0"/3.0"
IN
SKIMMER/ORIFICE
DEWATERING TIME
3.07
DAYS
WEIR LENGTH
2O.00'
FT
WEIR ELEVATION
693.50
1. ALL EXCESS SOIL TO BE HAULED TO AN APPROVED SINGLE SITE.
2.ALL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH NCAC TITLE 15 CHAPTER 4 EROSION AND
SEDIMENTATION CONTROL AND NCDENR EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN
MANUAL
3.CONTACT DURING CONSTRUCTION
3.1. DEVELOPER - TBD
3.2. ENGINEER - CESI - NICK BUYSSE PE - 704-786-5404
4.NCDENR INSPECTOR - TBD
5.000RDINATE COMPUTATION USED FOR AREA DETERMINATION IN AUTOCAD 3D 2021
6.SOIL TYPES
CcB2 - CECIL SANDY CLAY LOAM, 2% TO 8% SLOPES, HSG B
ChA - CHEWACLA SANDY LOAM, 0% TO 2% SLOPES, HSG B/D
CuB2 - CULLEN CLAY LOAM, 2% TO 8% SLOPES, HSG B
CcD2 - CECIL SANDY CLAY LOAM 8% TO 15% SLOPES, HSG B
CuD2 - CULLEN CLAY LOAM 8% TO 15% SLOPES, HSG B
PoF - POINDEXTER LOAM, 15% TO 45% SLOPES, HSG C
7.RIVER BASIN - YADKIN PEE-DEE
&RECEIVING WATER COURSE - CODDLE CREEK (LAKE HOWELL) 13-17-6-(1.5)
ALL DEMOLITION DEBRIS SHALL BE HAULED TO A
PERMITTED APPROVED HAUL SITE WHETHER INERT
OR ORGANIC. ALL HAZARDOUS WASTE SHALL BE
DISPOSED OF IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE, AND FEDERAL LAWS J
ALL INLETS MUST BE INSCRIBED WITH FISH
LOGO AND READ, "DUMP NO WASTE, DRAINS TO
STREAM" OR EQUIVALENT APPROVED LANGUAGE
ALL EROSION CONTROL MEASURES SHALL
BE REMOVED UPON SITE STABILIZATION
AND APPROVAL OF EROSION CONTROL
INSPECTOR. ALL DISTURBANCE DURING
REMOVAL SHALL BE MATTED AND SEEDED J
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NI � 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
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02/22/2023
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