20201842 Ver 2_Permit Drawings 04-5-2021_20210405

PERM/ T DRA WIN GS & MI TI GA TI ON PLAN FOR
CLEVELAND BLUFFS SUBDIVISION
JOHNSTON COUNTY, NORTH CAROL/NA
PERMIT DRAWING NOTES:
1. NC PROPERTY IDENTIFICATION NUMBER: 163600-63-0003
2. TOTAL PERMIT AREA: 114 ACRES
3. AS -BUILT, BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED BY JOHN
DOWNING, PLS AND SOUTHWIND LAND SURVEYING.
4. STORM WATER DRAINS TO SWIFT CREEK HOD 03020201 C; NSW
5. LOCATION OF JURISDICTIONAL STREAMS, EDGE OF POND, RIPARIAN BUFFERS,
AND WETLANDS ON SHEETS PD-2.0, PD-2.1 AND PD-3.0 REPRESENT
PRE -DEVELOPMENT CONDITION.
6. LOCATION OF PRE -DEVELOPMENT CONDITION JURISDICTIONAL STREAM, EDGE
OF POND, RIPARIAN BUFFERS, AND WETLANDS; AS WELL ASS ROADS,
BUILDINGS, PIPES, ETC. SHOWN ON SHEET PD-2.0; WERE DETERMINED FROM
TOPOGRAPHICAL SURVEY DATA; HISTORICAL AERIAL PHOTOGRAPHS
OBTAINED FROM NC ONE -MAP SERVER; VERIFICATION USING GOGGLE
EARTH; FIELD VERIFICATION; AND STREAM DELINEATION AND SURVEY
PERFORMED IN 2018 FOR UNDISTURBED JURISDICTIONAL STREAM
SOUTHWEST OF ROYAL OAK DRIVE CROSSING.
7. LOCATION OF CURRENT JURISDICTIONAL STREAM, EDGE OF POND, RIPARIAN
BUFFER AND WETLANDS ON SHEET PD-4.0 REPRESENT THE CURRENT OR
"AS -BUILT" CONDITIONS
6. LOCATION OF CURRENT CONDITION JURISDICTIONAL STREAM, EDGE OF POND,
RIPARIAN BUFFERS, AND WETLANDS WERE DETERMINED FROM AS -BUILT
SURVEY DATA; FIELD VERIFICATION; AND STREAM DELINEATION AND SURVEY
PERFORMED IN 2018 FOR UNDISTURBED JURISDICTIONAL STREAM
SOUTHWEST OF ROYAL OAK DRIVE CROSSING.
7. POST -DEVELOPMENT IMPACTS SHOWN FOR SITES 1 - 6 ON SHEETS PD-2.1
AND PD-3.0 ARE FOR IMPACTS TO PRE -DEVELOPMENT CONDITION
JURISDICTIONAL STREAM, EDGE OF POND, WETLANDS, AND RIPARIAN
BUFFERS AND ARE BEING PERMITTED "AFTER -THE -FACT". PLEASE NOTE
THAT PIPE OUTLET 3.1 DID NOT IMPACT THE BUFFER AREA FOR THE
PRE -DEVELOPMENT CONDITION.
8. SITES 7 & 8 SHOW ANTICIPATED IMPACTS TO CURRENT CONDITION
JURISDICTIONAL STREAM AND RIPARIAN BUFFER FOR FUTURE CONSTRUCTION
OF PUBLIC UTILITIES AND DAM REHABILITATION.
9. SHEET PD-4.0 SHOWS ESTABLISHMENT OF CURRENT CONDITION
JURISDICTIONAL STREAM, EDGE OF POND, AND RIPARIAN BUFFERS, AS
MODIFIED AND RE-ESTABLISHED BY POND MODIFICATIONS AND
STABILIZA 110N.
10. PIPED STREAM AT SITE 3 WILL BE RESTORED BY REMOVING PIPE AND
ESTABLISHING CHANNEL IN APPROXIMATELY THE SAME LOCATION AS
PRE -DEVELOPMENT CONDITION.
11. EXISTING CROSSING AT SITE 1A HAS BEEN REMOVED; STREAM CHANNEL
RESTORED AND BUFFER HAS BEEN RE-ESTABLISHED.
12. SLOPE STABILIZATION, INCREASE IN POND SIZE, AND BUFFER RESTORATION
INCREASED RIPARIAN BUFFER ZONE 1 AREA FROM PRE -DEVELOPMENT
CONDITION TO CURRENT CONDITION (INCLUDING PERMANENT IMPACTS,
RESTORATION AND ENHANCEMENT); SEE SHEET PD-6.0 FOR BUFFER AREA
SUMMARY.
J
i
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 9
TITLE SHEET & LOCATION MAP
PD-1.0
2 OF 9
PRE -DEVELOPMENT CONDITION
PD-2.0
3 OF 9
STREAM/WETLAND IMPACTS - PRE-DEV. CONDITION
PD-3.0
4 OF 9
STREAM/WETLAND IMPACTS - PRE-DEV. CONDITION
PD-3.1
5 OF 9
BUFFER IMPACTS - CURRENT CONDITION
PD-4.0
6 OF 9
BUFFER IMPACTS - CURRENT CONDITION
PD-4.1
7 OF 9
PROPOSED MITIGATION
PD-5.0
8 OF 9
PROPOSED MITIGATION
PD-5.1
9 OF 9
CHANNEL PLAN & PROFILE
PD-6.0
Vl
CSD
ENGINEERING
LICENSE If C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
PERMIT DRAWING TITLE SHEET & LOCATION MAP
CLEVELAND BLUFFS SUBDIVISION
PERMIT DRAWINGS FOR
CLEVELAND BLUFFS SUBDIVISION
1
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DATE:: 1/8/2021
HORZ. SCALE 1" = 2000'
DRAWN BY: JO
CHECKED BY:: DS
PROJECT NO.: 18-0454
Sheet PD-1.0
Sheet No 1 OF 9

EX. CROSSING
SOIL DRIVE
JURISDITIONAL STREAM
(NOT SUBJECT TO
BUFFER RULES)
N
N
N N
N N
N N
N N
N N
\\ \ •
SURFACE WATER \ \\ •
(NOT SUBJECT TO \\ \\ \
\ \
\ \
\
\
BUFFER RULES)
CUL TI VA TED FIELD
SITE 4
OVERALL PROPERTY BOUNDARY
SPRING CREEK ESTATES
EX. PIPE
JUNK YARD
SITE 1B
\\ SITE 2A
SITE 2B
PRE—DEV. POND AREA = 2.29 AC
(INCLUDES 0.29 AC ABOVE DRIVEWAY)
POND 1_1
SITE 3
SURFACE WATER
(SUBJECT TO
BUFFER RULES)
THE GROVE
OVERALL PROPERTY BOUNDARY
PRE —DEVELOPMENT BUFFER IMPACTS
RIPARIAN BUFFER ZONE 1
RIPARIAN BUFFER ZONE 2
WETLAND AREA
JURISDITIONAL STREAM
(SUBJECT TO
BUFFER RULES)
/ /
/
/ /
/ /
\_—OVERALL PROPERTY BOUNDARY
Vl
CSD
ENGINEERING
LICENSE If C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
1
PERMIT DRAWINGS FOR
P.O. BOX 1250
WENDELL, NC 27591
[phone]
PRE -DEVELOPMENT CONDI11ONS
CLEVELAND BLUFFS SUBDIVISION
CLEVELAND BLUFFS SUBDIVISION
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DATE:: 1/8/2021
HORZ. SCALE: 1" = 50'
DRAWN BY: JO
CHECKED BY:: DS
PROJECT NO.: 18-0454
Sheet PD-2.0
Sheet No 2 OF 9

/ I
/
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/ / / �
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//
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4/ ' APPROX. L OCA TION OF
// // // 4 A ��\ UNDERGROUND \\
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CLEVELAND BLUFFS PHAS1
IROQUIS COURT
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II
II
II
II
II
1
JURISDITIONAL STREAM
(NOT SUBJECT TO
BUFFER RULES)
\
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PIPE OUTFALL 3.1;
(NO IMPACTS) / , 2
OVERALL PROPERTY BOUNDARY
SPRING CREEK ESTATES
SITE 3
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15"HDPE1=� E
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POST—DLOPMENT
WA TER'S EDGE
15" RCP
SWALE
SITE
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(SUBJECT \TO
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PRE-DEV. POND AREA
PIPE OUTFALL 3.2
PIPE OUTFALL 3.3
POND 1-1
SITE 3
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SITE 1 A
/
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SITE 1B
2.29 AC
THE GROVE
OVERALL PROPERTY BOUNDARY
POST -DEVELOPMENT IMPACTS
STREAM IMPACTS
WETLAND IMPACTS
SURFACE WATER IMPACTS
SITE
DESCRIPTION
(FEET)
(AC)
(SF)
(AC)
(SF)
1B
DRIVEWAY CROSSING/PARKING
38
0.012
526
--
--
2A,2B
SIDEWALK/TRAIL
--
--
--
--
--
3
POND/PIPING/ACCESS ROAD
289
--
--
0.536
23,361
4
ROADWAY CROSSING
54
0.016
712
--
--
5
SANITARY SEWER CROSSING
-
0.004
192
--
--
WETLAND AREA
STREAM IMPACTS
WETLAND IMPACTS
SURFACE WATER IMPACTS
PRE- AND POST -DEVELOPMENT POND
SURFACE WATER AREA
SITE
DESCRIPTION
(AC)
(SF)
3
POST -DEVELOPMENT POND AREA
1.940
84,506
3
COMPARISION
-0.350
-15,246
CLEVELAND BLUFFS - FUTURE PHASE
WATER'S EDGE
EX. UTILITY ESMT.
/
OVERALL PROPERTY BOUNDARY
CSD
ENGINEERING
LICENSE If C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
LAJ
gab
CLEVELAND BLUFFS SUBDIVISION
PERMIT DRAWINGS FOR
CLEVELAND BLUFFS SUBDIVISION
LUZ
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DATE: 1/8/2021
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CHECKED BY: DS
PROJECT NO.: 18-0454
[sheet PD-3.0
shoot No 3 OF 9

7
J
0
J
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SITE
DESCRIPTION
(FEET)
(AC)
(SF)
(AC)
(SF)
6
SANITARY SEWER CROSSING
--
0.021
923
--
--
7
UTILITY INSTALL& DAM
--
--
--
--
--
8
SANITARY SEWER CROSSING
--
0.029
1,285
--
--
EX. SANITARY SEWER
OVERALL PROPERTY BOUNDARY 7
SPRING CREEK ESTATES
/
SITE8
EX. SEWER REMOVAL &
NEW GRAVITY INSTALL /
/
//
/
/
/
/
/
I
1
7
ss/
7
7
7
7
7
SITE 8
WOODRIDGE S
7
7
7
7
7
J
7
7
AERIAL SEWER CROSSING \Th
i
CHANEY DRIVE
7
7
d 7
/ /
� TOP OF BANK
/
7
/
/
SITE 6
SEWER CROSSING
(INSTALLED DURING
PHASE 1)
N \ \
S�
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UT3
/
0
EX. �3A-KITARY SEWER ESMT.
CLEVELAND BUFFS — NEXT PHASE
OVERALL PROPERTY BOUNDARY
POND 2
/
\ / z
/ i j
/ CLEVEI /D' 'BLUFFS
P H A\53,'%
SITE 7
TEMP. BUFFER IMPACTS
FOR PROP. DAM
REHABILITATION & FORCE
MAIN CONSTRUCTION
i
MODIFIED POND
(NOT JURISDICTIONAL)
Vl
CSD
ENGINEERING
LICENSE If C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
BLUFFS SUBDIVISION
L1
CLEVELAND BLUFFS SUBDIVISION
F-
0
ca
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rt
DATE:: 1/8/2021
HORZ. SCALE: 1" = 50'
DRAWN BY: JO
CHECKED BY:: DS
PROJECT NO.: 18-0454
Sheet PD-3.1
sheet No 4 OF 9

/
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I MrPRM VEQ CROSSING
T EX. CROSSI 1V G
//LOCATION /
/' /
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/
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// / , \ \ \ 4,1 CHANNEL
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CLEVELAND BLUFFS PHAS1
IROQUIS COURT
I
II IIII I
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I 1III
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II
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Ill —
I
II
I
II
III
I II
I 1
II.
II
II
I,
II
SS
/ \
\
\ \ ESTABLISHED BUFFER
` \\ \ AFTER POND '\
\I 1
ENHANCEMENTS -
PIPE OUTFALL 3.1 \
SWALE
\ SITE 4
1
OVERALL PROPERTY BOUNDARY
SPRING CREEK ESTATES
SITE
\
\
\
SITE 3
\
/
POOL \
\'\
\\ \ \
1\ \ ,\—
\ \
\\ -
\ \
1
SITE 2A
\\\;
/'
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PIPE OUT ML 3.0
cL
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CLUB HOUSE
\\\;
SITE 2B
SITE 1B
POST-DEV. POND AREA = 1.96 AC
SITE 3
PIPE OUTFALL 3.2
PIPE OUTFALL 3.3
/ESTABLISHED BUFFER
AFTER POND
• ENHANCEMENTS
SITE 1 A
THE GROVE
POST-DEV. IMPACTS (CURRENT COND.)
BUFFER IMPACTS
SITE
DESCRIPTION
ZONE 1 (AC)
ZONE 1 (SF)
ZONE 2 (AC)
ZONE 2 (SF)
1B
DRIVEWAYCROSSING/PARKING
0.025
1,101
0.069
2,988
2A,2B
SIDEWALK/TRAIL
0.000
0
0.056
2,'1'1'1
3
STORMWATER PIPING/CROSSING
0.012
506
0.039
1,718
4
ROADWAYCROSSING
0.070
3,067
0.236
10,266
5
SANITARY SEWER CROSSING
0.020
877
0.033
1,442
/
/
/
/
/
/
/
/
PRE -DEVELOPMENT IMPACTS (PROPOSED MITIGATION)
RIPARIAN BUFFER ZONE 1
RIPARIAN BUFFER ZONE 2
BUFFER ZONE 1 IMPACTS
BUFFER ZONE 2 IMPACTS
STREAM IMPACTS
WETLAND IMPACTS
OVERALL PROPERTY BOUNDARY
Vl
CSD
ENGINEERING
LICENSE / C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
POST -DEVELOPMENT IMPACTS TO BUFFERS
CURRENT CONDI110NS
CLEVELAND BLUFFS SUBDIVISION
J
L1
CLEVELAND BLUFFS SUBDIVISION
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DATE::
12/21/2020
HORZ. SCALE 1" = 50'
DRAWN BY: JO
CHECKED BY:: DS
PROJECT NO.: 18-0454
Sheet PD- 4.0
sheet No 5 OF 9

PRE -DEVELOPMENT CONDITION
BUFFER IMPACTS
SITE
DESCRIPTION
ZONE 1 (AC)
ZONE 1 (SF)
ZONE 2 (AC)
ZONE 2 (SF)
6
SANITARY SEWER CROSSING
0.038
1,651
0.058
2,537
7
UTILITY INSTALL& DAM
-
-
0.059
2,575
8
SANITARY SEWER CROSSING
0.052
2,285
0.219
9,550
CURRENT CONDITION
BUFFER IMPACTS
SITE
DESCRIPTION
ZONE 1 (AC)
ZONE 1 (SF)
ZONE 2 (AC)
ZONE 2 (SF)
1- 8
TOTAL IMPACTS
0.22
9,487.00
0.77
33,520.00
EX. SANITARY SEWER
OVERALL PROPERTY BOUNDARY
SPRING CREEK ESTATES
SITE 8
EX. SEWER REMOVAL &
NEW GRAVITY INSTALL
W k.1�Adi. Ai..
.._...._..•..._.. _.._...... --
== r •. . --....401111M11116_71
-
WOODRIDGE S/D
SITE 8
AERIAL SEWER CROSSING
CHANEY DRIVE
SITE 6
SEWER CROSSING
(INSTALLED DURING
PHASE 1)
EX. SANITARY SEWER ESMT.
CLEVELAND BLUFFS - NEXT PHASE
OVERALL PROPERTY BOUNDARY
POND 2
SITE 7
TEMP. BUFFER IMPACTS
FOR PROP. DAM
REHABILITATION & FORCE
AIN CONSTRUCTION
MODIFIED POND
(NOT SUBJECT TO
BUFFER RULES)
Vl
CSD
ENGINEERING
LICENSE If C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
1
W
L1
P.O. BOX 1250
WENDELL, NC 27591
[phone]
POST -DEVELOPMENT IMPACTS TO BUFFERS
CLEVELAND BLUFFS SUBDIVISION
DATE::
CURRENT CONDI110NS
--
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HORZ. SCALE: 1" = 50'
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PROJECT NO.: 18-0454
Sheet PD- 4.1
Sheet No 6 OF 9

/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
i
MAIN TA1WGROSSING
/
/ //
/
/
CNN
/// w�(5? \\//
••
•.
•
UT 1 I >\\\ \
REMOVE PIPE
/
/
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// V / , \\\ ' // ��\\
// ///�// \ \�\\ // \\ \ -/
\ //�V/ / \\\ /' \\\ / \ \ \
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11 \ / I I I'
�- 1 _2 10
DEMO VE JB.
—
YELLOW PINE LANE
—
CLEVELAND BLUFFS PHAS1
IROQUIS COURT
'I
II
II
�� II
II
II
III
I
11
RESTORE CHANNEL IN
APPROX. LOCATION AS
PRE —DEVELOPMENT
CONDITION
(SEE SHEET PD— 7.0)
MAINTAIN CROSSING
PIPE OUTFACE 3.1,
/
/
I,
-
REMOVE 12' PIPE
INSTALL PRE —FORMED
SCOUR HOLE �� I
(SEE DETAIL SHEET� . \1
GRADE SWALE 1
WI TH— -RAlL D— —\\
TIES FOR WATER \
QUALITY
I SITE4
ESTABLISHED BUFFER
AFTER1 CONSTRUCTION
! ' SITE 5
STABILI4E STREAM_ _ _ ± I
BANKS !PER
GUIDELINES
OVERALL PROPERTY BOUNDARY
SPRING CREEK ESTATES
r
ASPHALT
'UT2
BLDG.
11 POOL
\—\
\ \
\ \
SITE
\
cn
•
\
"
CLUB H°USE
I
NN / /
IPE 0UTFAX /30
SITE
REMOVE
CONCRETE
2B
/
POST—DEV. POND AREA
IPOND 1
SITE 3
PIPE OUTFALL 3.2
PIPE OUTFALL 3.3
REMOVE
CONCRETE
UT3
SITE 1 A
SITE 18
SITE 1 E \ \
REMOVE EX. CROSSING
RESTORE BUFFER
THE GROVE
OVERALL PROPERTY BOUNDARY
REMOVE GRAVEL
RESTORE BUFFER
STREAM RESTORED
BUFFER MITIGATION: ENHANCEMENT/RESTORATION
SITE
DESCRIPTION
(FEET)
ZONE 1 (AC)
ZONE 1 (SF)
ZONE 2 (AC)
ZONE 2 (SF)
1A
RESTORE PRE-DEV IMPACTS
30
0.020
859
0.056
2,438
1B
RESTOREPARI<INGAREA
--
--
--
0.041
1,778
2A
RESTORE PRE-DEV IMPACTS
--
--
--
0.006
250
2B
SIDEWALK OUT OF ZONE 1
--
0.002
77
--
--
3
RESTORE PRE/POST IMPACTS
456
0.048
2,073
0.101
4,421
4
RESTORE PRE-DEV IMPACTS
--
0.002
106
0.050
2,177
5
SANITARY SEWER CROSSING
--
--
--
--
--
TOTAL
STREAM/BUFFER MITIGATION
486
0
3,115
0
11,064
RIPARIAN BUFFER ZONE 1
RIPARIAN BUFFER ZONE 2
BUFFER ZONE 1 IMPACTS
BUFFER ZONE 2 IMPACTS
BUFFER RESTORATION/ENHANCEMENT
CLEVELAND BLUFFS — FUTURE PHASE
ESTABLISHED BUFFER
AFTER POND /
ENHANCEMENTS / / /
REMOVE 60P'PE
INSTALL P,RE—FORMED
SOUR MOLE
*+� / (*/DETAIL SHEET 5.1)
OVERALL PROPERTY BOUNDARY
Vl
CSD
ENGINEERING
LICENSE If C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
PROPOSED MI RGAIJON
CLEVELAND BLUFFS SUBDIVISION
J
CLEVELAND BLUFFS SUBDIVISION
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DATE::
12/21/2020
HORZ. SCALE: 1" = 50'
DRAWN BY: JO
CHECKED BY:: DS
PROJECT NO.: 18-0454
Sheet PD-5.0
Sheet No 7 OF 9
/

OUTLET
D
L
W
BL
BW
SIDE SLOPES
SITE 3.1
2.0'
10.0'
10.0'
2.0'
2.0'
2:1
SITE 3.3
6.0'
28.5'
28.0'
4.5'
4.0'
2:1
PIPE OR
OUTLET DITCH
PREFORMED
SCOUR HOLE (PSH)
(STONE IN BASIN NOT
SHOWN FOR CLARIm
PIPE OR
OUTLET DITCH
LINER: CLASS B RIP RAP OR DELAWARE STONE
WITH GE01EX11LE FOR DRAINAGE
%i�� ��,�1 O%%ii�iiii•
•!i2i2i!i!i!i!i!i2i2i!�!
41;»41,;iii `Grllitr:L1:k` ]
SECTION
INSTALL LEVEL AND FLUSH
1,11H NATURAL (MOUND.
NATURAL GROUND
1' RICK
PRE -FORMED SCOUR HOLE (PLUNGE POOL)
EX. SANITARY SEWER
OVERALL PROPERTY BOUNDARY
SPRING CREEK ESTATES
STABILIZE STREAM BANKS PER
GUIDELINES
SITE 8
EX. SEWER REMOVAL &
NEW GRAVITY INSTALL
WOODRIDGE VD
SITE 8
AERIAL SEWER CROSSING
CHANEY DRIVE
REMOVE RIP RAP FROM STREAM
STABILIZE STREAM BANKS PER
GUIDELINES
SITE 6
SEWER CROSSING
(INSTALLED DURING
PHASE 1)
EX. SANITARY SEWER ESMT.
CLEVELAND BLUFFS — NEXT PHASE
OVERALL PROPERTY BOUNDARY
SITE 7
TEMP. BUFFER IMPACTS
FOR PROP. DAM
REHABILITATION & FORCE
AIN CONSTRUCTION
BUFFER AREA
ZONE 1 (AC)
ZONE 1 (SF)
ZONE 2 (AC)
ZONE 2 (SF)
PRE -DEVELOPMENT CONDITION
3.342
145,592
4.825
210,158
CURRENT CONDITION
3.361
146,420
4.708
205,084
MODIFIED POND
(NOT SUBJECT TO
BUFFER RULES)
Vl
CSD
ENGINEERING
LICENSE If C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
PROPOSED MI RGAIJON
CLEVELAND BLUFFS SUBDIVISION
1
PERMIT DRAWINGS FOR
CLEVELAND BLUFFS SUBDIVISION
DATE::
0
CO
N
U
J�z
N O
Q IQ- U
CL
Ycoo
0
14.1
0
>-
ca
12/21/2020
HORZ. SCALE: 1" = 50'
DRAWN BY: JO
CHECKED BY:: DS
PROJECT NO.: 18-0454
[heat PD-5.1
Sheet No 8 OF 9

r
EX. SEWER MH (MODIFIED)
SPRING CREEK ESTATES
STABILIZE STREAM BANKS PER
GUIDELINES
SITE 8
EX. SEWER REMOVAL &
NEW GRAVITY INSTALL /
SEWER EASEMENT
/
I
1
1
SS
1
i
SEWER EASEMENT
SITE 8
SEWER CROSSING
WOODRIDGE S/D
250.00
240.00
230.00
\ SSMH
SSMH
KEY —IN STONE
3:1 SLOPE
STEEL PIPE
EX. GROUND
PVC PIPE
APPROX. BANKFULL
(2-3' BENCH)
ELEV.
PIPE SUPPORTS
250.00
240.00
230.00
SEWER EASEMENT
OVERALL PROPERTY BOUNDARY
CSD
ENGINEERING
LICENSE / C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
PROPOSED S1TE 8 (ROSSNG
BLUFFS SUBDIVISION
PERMIT DRAWINGS FOR
CLEVELAND BLUFFS SUBDIVISION
IS:I
a
DATE:: 4/5/2021
HORZ SCALE: 1 ' = 20'
HORZ. SCALE.' 1' = 2'
DRAWN BY: JO
CHECKED BY: DS
225.00
1 +00
2+ 00
225.00
PROJECT NO.: 18-0454
Shoot PD-5.2
Sheet No.
10 or_11
1

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PERMIT DRAWINGS FOR
CLEVELAND BLUFFS SUBDIVISION
LOCATED IN CLEVELAND TOWNSHIP
JOHNSTON COUNTY, NORTH CAROLINA
1
OWNER(S): KG PLAZA, LLC
6025 TARIN RD
WILMINGTON, NC 28409
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280
270
EX. 24"
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260
APPROX. POND
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260
0+00 1+00 2+00 3+00 4+00 5+00