SW3190704_Skyland Drive Calculation Book_8/1/2019

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AMERICAN
Engineering
Skyland Drive Townhomes
Stormwater Calculations
American Engineering Associates -Southeast, PA.
8008 Corporate Center Drive, Suite 110
Charlotte, NC 28226
OFFICE: 704.375.2438
www.American-EA.com
ENGINEER CERTIFICATION
I HEREBY CERTIFY THAT SPECIFICATIONS CONTAINED HEREIN AND THE ACCOMPANYING CALCULATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION.
SIGNED, SEALED AND DATED THIS 2- DAY OF 114 L7 ,
\��FtING AS.s, �+I.. 2� O�NGINEEl+j,� 0C
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d CERT.NO C-3881 p,L'� •9
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BY: BARRY M. FAY. PE
COMPANY: AMERICAN ENGINEERING ASSOCIATES -
SOUTHEAST, PA

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Project File: Storm System A.stm Number of lines: 11 Date: 4/5/2019
Storm Sewers 02.00

Page 1
Station
Len
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End
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667.89
668.81
668.95
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A9-A10
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669.16
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0.88
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668.60
669.38
669.53
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668.86
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0.45
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669.13
669.86
669.72
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0.39
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669.65
669.72
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0.18
0.80
0.05
0.14
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0.92
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670.98
671.25
671.30
671.62
676.14
676.14
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10
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0.12
0.12
0.80
0.09
0.09
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0.67
6.46
2.42
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671.25
671.99
671.62
672.31
676.14
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671.28
671.26
671.62
675.21
675.16
A6-A7
Project File: Storm System A.stm
Number of lines: 11
Run Date: 4/5/2019
NOTES:Intensity = 84.35 / (Inlet time + 15.10) A 0.83; Return period =Yrs. 10 c = cir e = ellip b = box
Storm Sewers 02.00

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Hydraflow Storm Sewers Extension for Autodesk@ AutoCAD@ Civil 3D@ Plan
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Project File: Storm System B.stm Number of lines: 6 Date: 4/5/2019
Storm Sewers 02.00

Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
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Total
Cap
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(min)
(min)
(in/hr)
(cfs)
(cfs)
(ft1s)
(in)
(ft)
(ft)
(ft)
(ft)
(ft)
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40.118
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0.00
0.79
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667.80
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668.66
668.00
669.61
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6.564
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1.17
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0.79
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668.06
668.66
668.92
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0.67
0.67
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668.29
668.92
668.94
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671.96
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0.35
0.80
0.17
0.27
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2.70
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668.29
668.42
669.03
668.92
671.96
671.96
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47.858
0.14
0.14
0.70
0.10
0.10
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18
4.85
668.42
67074
668.92
671.05
671.96
672.53
B1-B2
Project File: Storm System B.stm
Number of lines: 6
Run Date: 4/5/2019
NOTES:Intensity = 84.35 / (Inlet time + 15.10) A 0.83; Return period =Yrs. 10 ; c = cir e = ellip b = box
Storm Sewers 02.00

Storm Sewer Profile
Proj. file: Storm System B.stm
Elev. (ft)
683.00
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Proj. file: Storm System B.stm
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GUTTER SPREAD CALCULATIONS
PROJECT: Skyland Drive Townhomes
LOCATION: Charlotte, NC
RAINFALL INTENSITY = 4.0 in/hr (On Grade Conditions - Roadway)
RAINFALL INTENSITY = 8.21 in/hr (Sag Conditions - Roadway 25 year)
COMPUTED BY: BMF
CHECKED BY: BMF
DATE: 3/29/2019
Trib.
C
Sag
St
SI
Single/Double
Struct. Number
Area
Factor
Condition
Cul-de-sac
Flow
Cross Slope
Long. Slope
Grate
T
D
K
Qcap
Qbypass
Contributing Structures /Flow
Qadd
ac
Y/N
Y/N
cfs
ft/ft
ft/ft
S/D
ft
in
cfs
cfs
(cfs)
cfs
Al
0.12
0.80
Y
N
0.79
0.02000
---
S
5.29
0.11
0.00
A2
0.06
0.80
N
N
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SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
1800
MIN.
(CU. FT.
VOLUME
PER AC.
REQUIRED
DISTURBED)
435
SURFACE
(SQ.FT. PER
AREA
CFS Q10)
REQUIRED
DATA BLOCK
PLAN VIEW
INFLOW
STRUCTURE
AVERAGE AREA`
WIDTH W =
L
* AREA OF BASIN WATER SURFACE
AT TOP OF PRINCIPAL SPILLWAY
CROSS-SECTION VIEW SEE NOTE #3
T FREEBOARD
INFLOW 6" MIN. INVERT ELEVATION
STRUCTURE OF EMERGENCY SPILLWAY
PRIMARY SPILLWAY
Zz'MIN(RISER) ._.n
DEWATERING
ZONE —
FILTER FABRIC
SEDIMENT
STORAGE ZONE
BAFFLE
L=20'
MIN.
3RD BAFFLE:
HARDWARE
CLOTH
SURROUNDING
SKIMMER
SER
NOTES:
1. REFER TO NCESCPDM
SECTION #6.61 FOR
ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING SEDIMENT
BASINS.
2. REFER TO BAFFLE
INSTALLATION DETAIL FOR
BAFFLE SPACING AND
INSTALLATION.
3. FIRST BAFFLE IS TO BE
CONSTRUCTED OF
RIP -RAP AND #5 WASHED
STONE, WITH A MIN.
HEIGHT OF 3' AND MIN.
TOPWIDTH OF 2'.
4. FLASHBOARD RISER NOT
PERMITTED FOR USE
ANTI -SEEP
COLLAR NOT TO SCALE
PHASE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
(CFS)
BASIN VOLUME
SURFACE AREA
CLEANOUT
DEPTH H/2
(FT)
H
(FT)
Z
(FT)
L
(FT)
T
(FT)
W
(FT)
SKIMMER
PIPE
DIA.
SKIMMER
ORIFICE
DIA.
REQUIRED
(CF)
PROVIDED
(CF)
REQUIRED
(SF)
PROVIDED
(SF)
1
1
1.10
1.03
3.87
1,980
10,435
1,682
4,638
1.4
2.80
6
35
83.2
10
2
1.00
2
1 1
1 1.62
1 1.56
1 5.69
1 2,916
10,435
1 2,477
4,638
1 1.4
1 2.80
6
1 35
183.7
1 10
1 2
1 1.00
SEDIMENT BASIN
N.T.S.

SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ. FT. PER
AREA
CFS Q10)
REQUIRED
DATA BLOCK
PLAN VIEW
IN
AVERAGE = AREA* 1 1
WIDTH LENGTH \
* AREA OF BASIN WATER SURFACE
AT TOP OF PRIMARY SPILLWAY
CROSS-SECTION VIEW
INFLOW
DEWATERING
ZONE -
FILTER FABRIC
BAFFLES
10,
MIN.
SKIMMER
DEWATERING
DEVICE
-AL-BAFFLES
(CLDS
#30.19) 1' FREEBOARD
6" MAX. DEPTH OF FLOW OVER
EMERGENCY SPILLWAY
Z=5' MAX. -�
CLEANOUT SKIMMER AF
DEPTH LENGTH =
(H/2) 1' SEDIMENT H x 1.5
STORAGE (MIN. 5')
NOTES:
1.
REFER TO NCESCPDM
SECTION #6.64 FOR
ADDITIONAL DESIGN
EMBANKMENT
SPECIFICATIONS
REGARDING SKIMMER
SEDIMENT BASINS.
2.
REFER TO BAFFLE
INSTALLATION DETAIL FO
BAFFLE SPACING AND
INSTALLATION.
3.
TURBIDITY CURTAIN MAY
BE USED IN LIEU OF
POROUS BAFFLES.
4.
SKIMMER INVERT
ELEVATION = BASIN
EMERGENCY
BOTTOM + 1' MIN.
SPILLWAY
5.
H = SPILLWAY ELEVATION -
SKIMMER INVERT
L _
ELEVATION
W=5' MIN.
EMBANKMENT
T=1.5' MIN.
H=Z MIN. EMERGENCY
SPILLWAY
SPECIFY
SEEPAGE
CONTROL NOT TO SCALE
MEASURES
PHASE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
(CFS)
BASIN VOLUME
SURFACE AREA
CLEANOUT
DEPTH Hl2
(FT)
H
(FT)
Z
(FT)
L
(FT)
T
(FT)
W
(FT)
SKIMMER
PIPE
DIA.
SKIMMER
ORIFICE
DIA.
REQUIRED
(CF)
PROVIDED
(CF)
REQUIRED
(SF)
PROVIDED
(SF)
1
2
1.17
1.05
3.94
2,106
3,065
1,282
1,840
1
2.00
4
20
1.5
5
2
0.90
SKIMMER SEDIMENT BASIN
N.T.S.

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'11 IN
NOW OR FORMERLY
JERRY R TUCKER &
cp ROSE P TUCKER
DB 12430, PH 49
PIN: 5660-95-6392
A2 TRACT 1
MB 72, PG 107
2-CB 0.06 Ac 3435 HIGHWAY 73 E
CONCORD, NC28025
ZONED 'NH"
5 Al
2 Ac
660
CB3/ Al -CB
55 x
swoop
/X x
x x
C2-FES
NOW OR FORMERLY
GEORGE A SHOE &
FREDA E. SHOE
DB 545, PG. 330
PIN: 5660-95-7144
LOTS 35-40
MB 8, PG 63
s J
1010ABBOTTSE
T PLEASANT, NC28124
ZONED "RH"
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REQD.,SURFAGE AREA:
1,28
n
PROV. SURFACE ARE
OL:
1840 SF
2'106 CF
)
PROV. STORAGE VOL: "
3,065 CF
p'
BOTTOM ELEV:
STORAGE ELEV:
657..00
659.00
`
i
CLEAN OUT DEPTH.
1.00'
TOP OF BERM ELEV:
661.00
EMER. SPILLWAY ELEV.
659.50
EMER. SPILLWAY WIDTH:
20'��
SKIMMER PIPE DIA:
2.0"
1 DAM (TYP.)
SKIMMER ORIFICE DIA:
0.9"
0
SKIMMEREWITH INVUP:
INVDOWN:
" ORIFICE
657.00
6S4.00
SB2 PH1 DRAINAGE AREA

NOW OR FORMERLY
JERRY R TUCKER &
ROSE P TUCKER
DB 12430, PG 49
PIN: 5660-95-6392
MB 72, PG 107
3435 HIGHWAY 73 E
CONCORD, NC 28025
ZONED '011"

AER
ICE
0
'AL NOTES:
E 5' STEEL POST AT LEAST
INTO SOLID GROUND.
STAPLES 1' APART
IZONTALLY AND VERTICALLY
kTTACH THE FILTER FABRIC
FHE WIRE FENCE.
JUM BAFFLE SPACING IS 10'.
FLOOR OF THE BASIN IN
OUTLET ZONE AND BERMS
JLD BE SEEDED
:DIATELY AFTER THE BASIN
ONSTRUCTED.
_R TO NCESCPDM SECTION
5 FOR ADDITIONAL
;IFIATIONS.
CLOSURE
VTRY UNIT
F'Y1HJt
bAJIN
UKAIIVAUL
AREA
(ACRES)
ULIVUULU
AREA
(ACRES)
Q10
(CFS)
bAJIN VULUIVIL
JUKrAUL IAKLA
ULLAIVUU I
DEPTH H/2
(FT)
H
(FT)
Z
(FT)
L
(FT)
T
(FT)
W
(FT)
JNIIVIIVItK
PIPE
DIA.
JNIIVIIVItK
ORIFICE
DIA.
REQUIRED
(CF)
PROVIDED
(CF)
REQUIRED
(SF)
PROVIDED
(SF)
1
1
1.10
1.03
3.87
1,980
10,435
1,682
4,638
1.4
2.80
6
35
83.2
10
2
1.00
2
1
1.62
1.56
5.69
2,916
10,435
2,477
4,638
1.4
2.80
1 6
35
183.7
1 10
2
1.00
SEDIMENT BASIN
N.T.S.
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC
MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED.
SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE
VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON
OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN DRAINAGE BASIN
ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. RECOMMENDED
STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA.
10.THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN
ALL BASINS.
12.CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL,
CLEANOUT POINT, OF THE BASIN.
13.SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
14.FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
15.FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
16.THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN
GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED.
17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY
CHANNEL OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
SEDIMENT BASIN GENERAL NOTES
N.T.S.
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
z m
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE J
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
CAKAF !_DAnI /CI I ICI -I\ \A/ITI-I TW- CI IDCA(` nl TI-IF ( WAKIKIM TW-
RITA
MIXTURE 1 801bs/al
May 1-
SEEDING Refertili2
DATES
Apply 4(
hydrose
SEEDING Apply lir
AMENDMENTS Ibs/acre
fertilizer.
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAYBE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CRE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN E
TOE OF THE UPSTREAM DAM AT THE SAME EL
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
A AND B ARE AT EQUAL
V-6" MIN.
TEM

2. THE PIPE SHALL BE FLEXIBLE WITH WATERTIGHT CONNECTING
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
EMPTYING INTO A DISTURBED AREA.
ED BERM
SILT FENCE
(SEE NOTE 2)
diyL+l9:l►19INN :1:afy_l 11:110
0
N
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
N.T.S.
6' MAX.
1.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30
DAYS.
AIATUR
A� 2.
STEEL POSTS SHALL BE T-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
SRO
U�ID
3.
TURN SILT FENCE UP SLOPE AT ENDS.
4.
ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO SWIM
BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS
RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
5.
DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7.
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF
CONCENTRATED FLOW.
:OMMODATE LARGE
a
oco
Q¢
o0co
aC a
Lu
U O C5
SILT FENCE
N.T.S.
3raa11111199111
z_ FER FABRIC STEEL POST
JV
o �m Q� WIRE FENCING
"' ��r
FLOWILTS� (IF APPLICABLE)
" MIN.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS
AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED
AND SEEDED.
diyL+l9 :l 011910 01:1f y_l 1.1.110
GENERAL NOTES:
FI FXIRI
4' MAX.
WASHED STONE HA
(NCDOT #5 OR BE'
#57) `CO
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 1(
NO TALLER THAN 18 INCHES.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED 1
12 INCHES IN LENGTH AND BACKFILLED PROPERLY AS SHOWN 1
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS AI
AND AT THE DIRECTION OF THE INSPECTOR.
SILT FI