SW8140701_APPROVED PLANS_20150206 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 If 0 7 01
DOC TYPE
❑ CURRENT PERMIT
dAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20►5 02 04
YYYYMMDD

-
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(TO-ArPPO
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/ IMPERVIOUS: &SOO SF \ \ 1 IMFERVIOUS:9]S SP
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IMPERVIOUS' e13LSF— _ IAIIFRVIWS:ISASF� IMPERNWS'907S
I
APPROVED
NORTH CAROLINA EIWIRONMENTAL
MANAGEMENT G,OMMISSI®N
CAN
100 50 0 50 100 200
BAR SCALE 1"=100'
Revision pl-Revise dmiam Rrea
Impervious
- E(CIERe E .
icy �J �f
nrea
Ronn
'fOwneri
St. Basil The Gre FED 0 6 2015
Orthodox Church
P.M
2166 Kent Street av:_b
DA
umm 1w
I I I I I I I Drainage Areas
Wilmington, NC 28403
= ,M OM
100
Coastal Land Desiecture
ST. BASIL ORTHODOX CHURCH
Civil Engineedng/Lendscawefian anaggMen
MSnagement
Lend PlanningLS
NCBELS
SUPPLEMENTAL DRAINAGE
FmrLicens
Firm License No:
P.O. Box 1172 P-0369 _ Phone: 910,2549333
Wilmington, NC28402 vmw.cideng.corn Fir: 910U254 02
AREA MAP

GENERAL NOTES:
1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL
EXISTING UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. 1.5" SF 9.5A
2. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION ASPHALT
AND GRUBBING ACTIVITIES.
3. WETLANDS SHOWN ON THIS PLAN WERE DELINEATED BY LAND MANAGEMENT GROUP, WILMINGTON NC,
4. A PORTION OF THIS PARCEL IS WITHIN 100-YR FLOOD AREA (FEMA FIRM MAP 3720323100J)
5. DISTURBANCE IS TO BE KEPT TO A MINIMUM.
10' 1 10'
2% 22%
6.
7.
ALLITIVE
SURVEYEANDADING TOPOGRAPHICAL INFORMATION AS AND DITCHES TO PROVIDEOSHOWN ON ITHE E PLANS HAVE BEEN PROVIDED BY MARK
A. STOCKS, PLS, PC, WILMINGTON, NC.
8.
PARCEL ID: R01800-005-001-000
3
3 3
9.
THE BUILDING IN PHASE ONE SHALL HAVE ROOF DRAINS THAT ARE CONNECTED TO THE YARD INLETS
6"
SHOWN.
6" ABC STONE BASE r-
10.
THE BUILDING IN PHASE TWO SHALL HAVE ROOF DRAINS THAT ARE CONNECTED TO THE YARD INLETS
SHOWN.
11.
THE EXISTING USACOE DRAINAGE DITCH/WATERS MUST BE MAINTAINED SOT THAT FLOW ISN'T IMPEDED BY
VEGETATIVE DEBRIS OR OTHER FOREIGN DEBRIS. ALL MAINTENANCE WORK IN THIS AREA MUST BE DONE
ABC
BY HAND, NO MECHANIZED EQUIPMENT IS ALLOWED. THE EXITING DITCH BOTTOM ISN'T TO BE DISTURBED
AND ALL FEDERAL PERMITS MUST BE ABIDED BY WHEN MAINTENANCE IS DONE IN THIS AREA.
NORMAL CROWN STREET SECTION
NOT TO SCALE
CONSTRUCTION SEQUENCE:
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
2. INSTALL SILT FENCING AS SHOWN ON PLAN.
3. CONSTRUCT ROADSIDE DITCHES AND ROCK DAMS. ENSURE PROPER DRAINAGE INTO DITCHES.
4. CONSTRUCT STORMWATER POND TO ACT AS A TEMPORARY SEDIMENT BASIN.
5. CLEAR, GRUB, AND GRADE ALL AREAS WITHIN THE PROPOSED RIGHT OF WAY AND IN OTHER AREAS
WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON PLANS.
6. DO NOT DISTURB ANY WETLANDS.
7. ALL DISTURBED AREAS ARE TO BE SEEDED, FERTILIZED, AND MULCHED PER THE FOLLOWING:
1) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1
SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITHIN 7 CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACTIVITY.
11) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
8. AFTER ALL LAND DISTURBING ACTIVITIES ARE COMPLETE, THE NECESSARY STORMWATER SYSTEM IS IN
PLACE, AND THE GROUND HAS BEEN ADEQUATELY STABILIZED, REMOVE SEDIMENT CONTROL DEVICES.
O4
1 Z
n
o4`k
�Jzi
G
10'
1.5" SF
ASPHALT
M
10'
1w,
REVERSE CROWN STREET SECTION
*NOTE. IF WIRE FENCING IS OMITTED AND
ONLY SYNTHETIC FILTER FABRIC IS USED
THE STEEL POSTS MUST BE A MAXIMUM
DISTANCE OF 6.
NOT TO SCALE
NOT TO SCALE
TEMPORARY SEEDING
OUTFLOW PIPE
FRAME & GRATE
FOOTING (TYP.)
FRAME & GRATE
OUTFLOW PIPE
FOOTING -
#4
BARS 0
12-O.C. EACH
WAY
6"
#57 WASHED
STONE
HIM tLtVAIIUN AJ
SPECIFIED IN PLANS
Pt AN
V-4"
(M',)
SECTION
CATCH BASIN DETAIL
NOT TO SCALE
GRASS TYPE
AMWNT/
f000 SF.
TIME OF
SEEDING
INITIAL
SF.
MAINTENANCE
MAINTENANCE
RYE GRAIN
1-2 LEIS
NOV. THRU JAN,
25 LBS. 10-10-10
-NA-
-NA-
-NA-
BROWNTOP MILLET
1-2 LEIS.
DUNE THRU AUG.
25 LBS. 10-10-10
-NA-
-NA-
-NA-
I-'tKM AN tN I JttL)INCi
GRASS TYPE
AMOUNT/
TIME OF
INITIALFERTILIZATNMR/1000
SF.
IODO SF.
SEEDING
MAINTENANCE
BERMUDA, COMMON
1-2 LEIS.
APR. 1HRU JUKE
25 LEIS. 10-10-10
MARCH - APRIL
EACH 4-8 WEEKS
AUG. - SEPT. 12
12 LBS. 10-10-10
1-2 LBS. N.
LEIS. 1G-10-10
FESCUE. TALL
�� �'
SEPT. THRU OCT
25 LBS. ,0-,o-,D
FM. - MARCH 12
MAY & DEC. 1/2
SEPT- - OCT. 12
(KENTUCKY 31)
FEB. THRU OCT.
LBS. 10-10-10
TO 1 LB. N.
Ln 10-10-10
SERICEA LESPEDEZA
(SLOPES)
1-2 LBS.
MARCH TNRU APR.
25 LEIS. 10-10-10
FM - MARCH
1/2 TO 1 LB. N.
-NA-
H. 14 1 /
o TAX ID: R 005- o- /S ( 5"/ 32'49" E 833.3p; <
824.33'
34
o / // \ / LD
WETLAND
olzr
W /i j/ /
��5 /FLOOD ZONE AE ��
00
CB1
/ o i
/ V
kc/ /� \ s- , / -I - SIDEW
P 28.25
t� � TEM
SILT
SEEDING SCHEDULE DETAIL
TYPE 4
PIPE BEDDED IN SAND, GRAVEL, OR CRUSHED STONE TO
A DEPTH OF 1/8 PIPE DIAMETER, 4" MINIMUM WITH
BACKFILL COMPACTED TO TOP OF PIPE.
(APPROXIMATELY 80 PERCENT STANDARD PROCTOR,
AASHTO T-99)
TYPE 5
PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED
GRANULAR MATERIAL, 4" MINIMUM UNDER PIPE.
COMPACTED GRANULAR OR SELECT MATERIAL TO TOP OF
PIPE. (APPROXIMATELY 90 PERCENT STANDARD PROCTOR,
AASTO T-99)
(SELECT MATERIAL IS DEFINED AS NATIVE SOIL EXCAVATED
FROM THE TRENCH, FREE OF ROCKS, ORGANIC MATERIAL,
FOREIGN MATERIALS AND FROZEN EARTH)
NOTE:
CONSIDERATION OF THE PIPE -ZONE EMBEDMENT
CONDITIONS INCLUDED IN THIS FIGURE MAY BE
INFLUENCE BY FACTORS OTHER THAN PIPE
STRENGTH. FOR ADDITIONAL INFORMATION ON PIPE
BEDDING AND BACKFILL, SEE ANSI/AWWA C600.
STANDARD PIPE BEDDING DETAILS
/
--%- - -r- - -
10' SETBACK BOUND
-----� -------- 1
ho
�o
z"
^
I
I
I
i l I I
1
�ta�o
/01
'
4j `c
Iaj00
lqc
v�0
oa
�ELL
�WEZPO j '��
OQ0
SILT FEN�E I IC\j
CHAIN LINK FEN m I
\ o CE N
EXISTIf G DITCH'
/OUTSET \ EX TING SEPTIC TANK / 'I ��II I � 'j•�-' R)
STRUCTURE N
' 1 Q
SEE DtT.AIL) <\ EXISTING /ONE STORY
FRAME H,,"`yy �SE \ I I / CAPE FEAR COMMUNITY
COLLEGE
YARD INt Er \ I DEED BOOK 2458 AT PAGE 382
(PHASE nv _ V �, A - ,` \� AND LOT 1, MAP BOOK 30 AT
\� � \ \ '� PAGE 115
\ Y / PARCEL: R01800-004-001-000
F 26
o BUILT UPON AREA
" Z I o _ TEMPaRAR-Y _ /
o _ --S+��NCE �h STORM WATER SITE DATA:
PH SE TWO
.. (I�tf�Tl I� T IS CORITR-AiCT)ONE _ \ \ \ LD
BLDG. 234.0 \ FES & INV=2 .
J` \ IP-RAP
.,.aD IN1 UT YARD INLET - LD
NOT TO SCALE
SEPTIC SYSTEM 1 I
_ DESIGNED BY OTHERS / D LD 26.5
CB2
/ / o SEPTIC FIELD_ _ RIM -�
INITIAL & REPAIR I 6�
' � / ! / AR A =28.32 1 00
L -� --� - --- ' ----- -
QK
BOUNDARY SEWER DISTRIBUTION LINE N 75'
/ Td
/ \ \ LOT 12, SECTION 1 \ LOT 13, SECTION 1
/ PUMPKIN CREEK ACRES PUMPKIN CREEK ACRES
/ f�AP BOOK 7 AT PAGE 3 MAP BOOK 7 AT PAGE 3
PARRL�L: R01819-005-007-000 \ PARCEL: R01819-005-008-000
INE (PHASE TWO) -\
LD \ I l l l l!
- -�--
�� - D LD 1 1 1
>EPTIC LD LD - L LP=26.05 0-
TANK , 1� , i � I I I-t I ". •J.` -`
DUMP - + "+0
TANKI I I I I I I I -I 1 00IL
REVERSEC--HP=28.87 CF
13+p0 �1� _� 1 R5 ERt
CULVERT
N 14+00 NORMAL CROWN _-_ -�V��_77_777-
__ _ �l P
XCe__ 3
LOTS 14 & 15, SECTION 1 LOT 1, SECTION 1 RIM=27.19
PUMPKIN CREEK ACRES PUMPKIN CREEK ACRES INV=24.15
MAP BOOK 7 AT PAGE 3 MAP BOOK 7 AT PAGE 3
PARCEL: R01819-005-009-000 PARCEL: R01819-005-012-000
I I
1 ^ / LOT SIZE 308,323 SF (7.071
. ' TOTAL PROJECT AREA 308,323 SF (7.07
cc
P EXISTING IMPERVIOUS:
HOUSE 867
PROPOSED IMPERVIOUS:
L I ' BUILDING 22,80(
PARKING LOT 7,98E
10 00 DRIVEWAY 11,62,
I I I I SIDEWALK 1,208
TEMPORARY TOTAL IMPERVIOUS SURFACE 44,481
CONSTRUCTION
I MENTRANCEIMPERVIOUS PERCENTAGE 14.4
IMPERVIOUS PROPOSED < 24%
38' I I DISTURBED AREAS:
I PHASE ONE - 2.0 ACRES CNo'
1 PHASE TWO - 1.0 ACRES
I CAPE FCOLLEGEMUNITY
ELyGE OF EXISTING DEED BOOK 2458 AT PAGE 273
PAVEMENT PARCEL: R01800-004-001-000
o
= QP
RY RD
SITE SIDBU
Al
z v
0 v
0
C NORTH
VICINITY MAP
NOT TO SCALE
♦ L.E 04D
0 22
----22--
1
LD
+HP
121
RIP -RAP APRON
PROPOSED CONTOUR
EXIST. CONTOUR
PROPOSED IMPERVIOUS
WETLANDS
PROPERTY LINE
FLOOD ZONE
DRAINAGE EASEMENT
DRAINAGE AREA
LIMITS OF DISTURBACNCE
ROADSIDE DITCH
ROAD HIGHPOINT
DITCH NUMBER
' ROCK CHECK DAM
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
4
UPDATE BUA TABLE, ADD DRAINAGE
AREA FOR THE POND.
JBP
11 /24/14
3
REVISE POND SHAPE, ADD INFO
REQUESTED IN RFI.
JBP
09/26/14
2
ADDED CHECK DAMS, GRADE LINES,
AND FLARED END SECTIONS.
JBP
07/31/14
1
ADDED LIMITS OF DISTURBANCE LINE
AEM
07/22/14
REV.
DESCRIPTION
Y
RATE
REVISIONS
Owner:
St. Basil The Great
Orthodox Church
2166 Kent Street
Wilmington, NC 28403
Phone: [phone]
Coastal Land Desidn.Puc
Civil zvvW& ft / Lame ALdwreawe
Lend P&ww9/Cmsbucftm MeWgernenl
NCBELS Fsm License No:
RO.B=1172 P-am Phone: [phone]
W n*xjton, NC28402 rvW,v.cldeng.com Far: 910-254-0502
DRAWN A. MRIs PROJECT
DESIGN A. Mills NUMBER 140-03
CHECK : J. Petroff SCALE : 1.= 'W.
APPROVED: J. Petroff DATE : 26 Mar 14
FILE NAME
ISaint Basil Orthodox Church
' 1
Stormwater Plan
JOB NUMBER SHEET NUMBER
140-03 C 2
NT,;, Z t1 ZE0?4

FORESLOPE - FOREBAY
EARTHEN WEIR -
EL. 21.5
TEMPORARY POOL 22.25
NORMAL WATER LEVEL: 21.5 - - - - - _ --J
3:t MAX
BOTTOM
SED. STORAGE
VARIES
TRASH RACK FOR BOTH FRONT FACE
AND TOP OPENING TO HAVE 4"X4"
4 MAXIMUM CLEARSPACE OPENING.
TRASH RACK INSET 4' CONCRETE SQUARE RISER
WITH TRASH RACK
ELEV. 23.50'
FRONT FACE OF 80X TO BE OPEN _
(2'WIDE X 10" HIGH) WITFI TRASH RACK
TEMP. STORAGE ELEV.22.25'
USE ELASTOMETRIC BOOT AND
SEAL W17H NON -SHRINKING
GROUT ON BLEEDDOWN ORIFICES
EXISTING
1.0" REVERSE
ORIFICE WITH
ELEV. 21.50'
NOR MAIN POND
10' VEGETATED 10' VEGETATED
SHELF SHELF
TEMPORARY POOL- 22.25
--__--
SHWT: 21.50 NORMAL WATER LEVEL: 21.50
10 1 10:1
15" COP SPILLWAY
BARREL
INV. IN: 20.00'
'.%; AN7I-FLOATA77ON
COLLAR (6' BASE, 1'
THICK)
POND RISER WITH ORIFICE DETAIL
NOT TO SCALE
CLASS A' RIP RAP
/ LINING
1.001 / THICKNESS: 12"
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
APPROVED WETLAND
DELINEATION
1 " = 100'
EXISTING CRADE
TYPICAL CONC.
FLARED END
SECTION
L
DO =
LA =
W = APRON WIDTH
3 X PIPE 0 MIN
D = APRON DEPTH
RIP
RAP
SCHEDULE
Culvert #1
Riser Outlet
do =
15
do = 15"
La =
5.0'
La = 5.0'
W =
6.0'
W = 6.0'
d =
12"
d = 12"
Class
= A
Class = A
PIPE DIA.
ISOMETRIC VIEW
PLAN
BOTTOM I' FOR SEDIMENT
/ STORAGE
/ ELEVATION. 15.0
LENGTH VARIES -
POND CROSS SECTION
NOT TO SCALE
VEGETATION SPECIES AND
DENSITY PER DETAIL
10' EMERGENCY
22
SPILLWAY
2
2
22
2
2
22
OUTLET
21
STRUCTURE
2
2
N 1
1
1
FES &
v co 1
RIP RAP
APRON
15'
P�
G�
O�5
e
NOTES:
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. LA IS THE LENGTH OF THE RIPRAP APRON.
2. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6"
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
RIP -RAP AT FLARED END SECTION
NOT TO SCALE
POND PLAN VIEW
1 20'
CULVERT TABLE
Culvert
Material
Size
m
Length
ft
Invert Dn
ft
Invert Up
It
Slope
%
1
RCP - Class 3
1 15
30
22.60
22.75
0.50
DITCH TABLE
Ditch
Drainage
Area (ac)
RunoffCoef
C
TimeofConc
Te (min)
Intensity
h o (n/hr)
Flowrete
Q (cfs)
Length
L (ft)
Height
H (ft)
Slope
S (ft/ft)
Depth
y (ft)
Velocity
V (fps)
1
0.09
0.38
1.13
11.77
0.39
85
1.5
0.018
0.29
1.52
2
0.20
0.43
3.24
10.49
0.88
260
2.8
0.011
0.44
1.54
3
0.05
0.50
1.13
11.77
0.29
85
1.5
0.018
0.26
IAA
4
0.12
0.57
3.24
10.49
0.71
260
2.8
0.011
0.40
1.46
5
0.45
0.46
3.24
10.49
2.20
260
2.8
0.011
0.61
1.94
PIPE SCHEDULE
Downstream
Inlet
Upstream
Inlet
Length
(ft)
Slope
(%)
Invert
Down ft
Invert
U ft
Rim EL
(ft)
size
(in)
Pipe
Material
End
CB1
41
2.44
20.00
1 21.00
1 25.5
1 18
1 CPP
CBI
CB2
121
2.07
21.00
1 23.50
1 28.0
1 18
CPP
YARD INLET TABLE
Yard Inlet
Length
(ft)
Slope
"/•
Invert
Down (ft)
Invert
Up (ft)
Rim EL
(ft)
Sine
(in)
Pipe
Material
Phase 1 - South
80
TOO
24.17
24.97
+28.0
1 10
Sch 40
PhaseI -North
1 43
1 1.00
21.67
22.10
+25.5
1 10
Sch40
NOTE:
- GRADE DITCH TO PROVIDE
POSITIVE DRAINAGE
- VEGETATE DITCH PER
SEEDING SCHEDULE
EASEMENT - WIDTH AS INDICATED
TRIANGULAR DITCH
NOT TO SCALE
CONCRETE
SEE DETAIL
POND EMBANKMENT
15CPP OUTLET " PIPE
JO = Johnston Soils
Ly = Lynn Haven Fine Sand
St = Stallings Fine Sand
To = Torhunta Loamy Fine Sand
Wr = Wrightsboro Fine Sandy Loam
BOUNDARY St SOIL SURVEY P
1" = 200'
2 X R � EASE
�C E
CO
SPILL WAY.,23.5
Alp GRA
1 Rp�
�RA�E18 C
YARD INLET DETAIL
NOT TO SCALE
BOTANICAL NAME
COMMON NAME
INUNDATION: 6"-12" DEPTH
Sa ittaria latiforlia
Arrowhead, Duck Potato
Pontederia cordata
Pickerelweed
Peltandra vir inica
Arrow Arum
Juncus effusus
Soft Rush
Iris viginica
Blue Flag Iris
INUNDATION: 0"-6" DEPTH
Juncus effusus
Soft Rush
Saururus cernuus
Lizard Tail
Lobelia cardinalis
Cardinal Flower
Hibiscus cocclneus
Scarlet Rose Mallow
SHALLOW LAND (0"-12" ABOVE WATER LEVEL)
Cephalanthus occidentalis
Buttonbush
Clethra annifolia
Sweet Pepperbush
Aronia arbutifolia
Red Cokeberry
Myrica cerifera
Waxmyrtle
Eupatorium dubium
Joe Pye Weed
PLAN77NG DENSITY FOR 10:1 VEGETATED SHELF SHALL BE A MINIMUM
OF 50 PLANTS FOR EVERY 20OSF OF SHELF AREA. THIS PROJECT HAS
APPROXIMATELY 2.4005F OF SHELF, THEREFORE A MINIMUM OF 600
PLANTS ARE REQUIRED.
RAP
SUITABLE SPECIES FOR STORMWATER POND LITTORAL SHELF
NOT TO SCALE
c
`7' O
_ �F
Y RD
SITE SIDgUR
v
z v
n
< '�
C+ NORM
VICINITY MAP
NOT TO SCALE
t � �
01
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
3
UPDATE POND CROSS SECTION
DETAIL'S TEMP POOL ELEVATION
JBP
11/24/14
2
UPDATE POND SHAPE, REV.
OUTLET STRUCTURE DETAILS
JBP
9/26/14
1
ADD YARD INLET TABLE AND
DETAIL
JBP
7/31 /1
REV.
DESCRIPTION
Y
FATE
REVISIONS
01
CARS �y�yll .,a
OFESS/0
SEAL
028858 4 e
FV-INEEP Qo�`
• <1 1
I
Owner:
St. Basil The Great
Orthodox Church
2166 Kent Street
Wilmington, NC 28403
Phone: [phone]
Coastal Land Desidn.PLLC
Civil Engkreering/Lerbscape ArchRecOse
Lead Pie my/Cansbudiar Mm.gernent
NCBELS Fkm License No:
P.o eoz 1172 P-0369 Phone: s10-2548338
W1lmkglan, NC28402 w dderg.corn Faz: 910-254-05W
DRAWN :
A. Mills
PROJECT
NUMBER
1ao-o3
DESIGN A. Mills
CHECK :
J. Petroff
SCALE :
N/A
APPROVED
J. Petroff
DATE :
26 Mar 14
FILE NAME
Saint Basil Orthodox Church
Site Details
--
JOB NUMBER SHEET NUMBER
140-03 C 3