SW3230602_Plansheet - Other_20240104

REF. C-3.0 FOR EROSION
NORTH North American Green NORTH NORTH North American Green North American Green North American Green
5401 St.Wendel-Cynthiana Rd. NORTH z
5401 St.Wendel-Cynthiana Rd. 5401 St.Wendel-Cynthiana Rd. 5401 St.Wendel-Cynthiana Rd. CONTROL NOTES &
AMERICAN Poseyville,Indiana 47633 AMERICAN Poseyville,Indiana 47633 AMERICAN Poseyville,Indiana 47633 AMERICAN Poseyville,Indiana 47633 ce
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GREEN Tel.[phone] hi GREEN Tel.[phone] GREEN Tel.[phone] hi GREEN Tel.[phone] Do o
>Fax [phone] >Fax [phone]
>Fax [phone] >Fax [phone] CONSTRUCTION SEQUENCE w o Q co
www.nagreen.com www.nagreen.com www.nagreen.com www.nagreen.com L U Q U w U N N
-t ECMDS v7.0 ECMDS v7.0 ECMDS v7.0 ECMDS v7.0 z o z
CHANNELANALYSIS CHANNELANALYSIS VI � m J co
CHANNELANALYSIS CHANNELANALYSIS LLJ � N o
>>>Ex Swale to >>>Ex Swale 1 B Swale Cavalry S
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Name Ex Swale 1A Name Ex Swale 1C z W c
EROSION CONTROL LEGEND _ ¢
Name Ex Swale 1 B Name Swale Cavalry S z
Discharge 1.34 Discharge 2.04 Discharge 2.51 Discharge 1.01 L,L,I V 7~
Channel Slope 0.041 Channel Slope 0.044 Channel Slope 0.022 Channel Slope 0.03 J z
Channel Bottom Width 0 Channel Bottom Width o Channel Bottom Width 0 Channel Bottom Width 0 DESCRIPTION SYMBOL ON PLANS LU ® co Q
Left Side Slope 3 Left Side Slope 3 Left Side Slope 3 Left Side Slope 3 0 CC)
Right Side Slope 3 Right Side Slope 3 Right Side Slope 3 Right Side Slope 3 1 I"t � (v =
Low Flow Liner Low Flow Liner Low Flow Liner Low Flow Liner LIMITS OF DISTURBANCE
Retardence Class C 6-12 in Retardence Class C 6-12 in Retardence Class C 6-12 in Retardenoe Class C 6-12 in
Vegetation Type Mix(Sod and Bunch) Vegetation Type Mix(Sod and Bunch) Vegetation Type Mix(Sod and Bunch) Vegetation Type Mbc(Sod and Bunch) DRAINAGE AREA DELINEATION L U
Vegetation Density Good 65-79% Vegetation Density Good 65-79% Vegetation Density Good 65-79% Vegetation Density Good 65-79% NCDEQ 6.62
Soil Type Silt Loam(SM) Soil Type Silt Loam(SM) Soil Type Silt Loam(SM) Soil Type Silt Loam(SM) SILT FENCE( ) _0-0-0-0-0-
S75 575 575 S75
TREE PROTECTION FENCE ---rP----TP
Normal Permissible Calculated Safety Staple Normal Permissible Calculated Safe Staple Normal Permissible Calculated Safety Staple Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks Phase Reach Discharge Velocity Mannings N h' Remarks P Phase Reach Discharge Velocity Mannings N Remarks Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern Depth Shear Stress Shear Stress Factor Pattern Depth Shear Stress Shear Stress Factor Pattern Depth Shear stress Shear Stress Factor Pattern
S75 Unvegetated Straight 1.34 cfs 2.93 ft/s 0.39 ft 0.033 1.6 Ibs/ft2 0.99 Ibs/ft2 1.62 STABLE D S75 Unvegetated Straight 2.04 cfs 3.43 ft/s 0.45 ft 0.032 1.6 Ibs/ft2 1.22 Ibs/ft2 1.31 STABLE D IS75 Unvegetated Straight 2.51 cfs 2.66 ft/s 0.56 ft 0.034 1.6 Ibs/ft2 0.77lbs/ft2 2.08 STABLE D S75 Unvegetated Straight 1.01 cfs 2.36 ft/s 0.38 ft 0.035 1.6 Ibs/ft2 0.71 Ibs/ft2 2.26 STABLE D RIPRAP
Underlying Straight 1.34 cfs 2.93 ft/s 0.39 ft 0.011 1.17 Ibs/ft2 0.47 Ibs/191:2 2.5 STABLE D Underlying Straight 2.51 cfs 2.66 ft/s 0.56 ft 0.034 1.17 Ibs/ft2 0.371bs/ft2 3.21 STABLE D
Underlying Straight 2.04 cfs 3.43 ft/s 0.45 ft 0.032 1.17 Ibs/ft2 0.58 Ibs/ft2 2.02 STABLE D y g g Underlying Straight 1.01 cfs 2.36 ft/s 0.38 ft 0.035 1.17 Ibs/ft2 0.341bs/ft2 3.49 STABLE D �\ !'`A
Substrate Substrate Substrate Substrate �� '�N CARO
Unreinforced Vegetation Unreinforced Vegetation Unreinforced Vegetation Unreinforced Vegetation
Normal Permissible Calculated Safety Staple Normal Permissible Calculated safe Staple Normal Permissible Calculated Safety Staple Normal Permissible Calculated Safet
Phase Reach Discharge Velocity Mannin s N Remarks Safety P Phase Reach Discharge Velocity Mannings N Remarks y P SEAL
g y Depth g Shear Stress Shear Stress Factor Pattern Phase Reach Discharge Velocity Mannings N Remarks Depth Shear Stress Shear Stress Factor Pattem Phase Reach Discharge Velocity Mann ings N Remarks _
Depth Shear Stress Shear Stress Factor Pattern Depth Shear Stress Shear Stress Factor Pattern - _
Unreinforced Straight 1.34 cfs 1.93 ft/s 0.48 ft 0.058 41bs/ft2 1.23 Ibs/ft2 3.25 STABLE -- Unreinforced Straight 2.04 cfs 2.33 ft/s 0.54 ft 0.054 4 Ibs/ft2 1.48 Ibs/ft2 2.7 STABLE -- Unreinforced Straight 2.51 cfs 1.67 ft/s 0.71 ft 0.064 4 Ibs/ft2 0.97lbs/ft2 4.11 STABLE -- Unreinforced Straight 1.01 cfs 1.46 ft/s 0.48 ft 0.066 4 Ibs/ft2 0.9 Ibs/ft2 4.45 STABLE -- a R AREA:
-
Vegetation Vegetation vegetation - Vegetation TOTAL DISTURBED AREA. 0.27 AC 04550 _-
Underlying Straight 1.34 cfs 1.93 ft/s 0.48 ft 0.058 3.7 Ibs/ft2 0.58 Ibs/ft2 6.34 STABLE -- Underlying Straight 2.04 cfs 2.33 ft/s 0.54 ft 0.054 3.18 Ibs/ft2 0.7 Ibs/ft2 4.53 STABLE -- Underlying Straight 2.51 cfs 1.67 ft/s 0.71 ft 0.064 4 Ibs/ft2 0.46 lbs/ft2 8.67 STABLE -- Underlying Straight 1.01 cfs - 1.46 ft/s 0.48 ft 0.066 4 Ibs/ft2 0.43 lbs/ft2 9.37 STABLE --
Substrate Substrate Substrate _ Substrate
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INE
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PROP.40'TREE SAVE AREA +- + + P + , / EX. TREE LINE ¢ ¢ ¢ z
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PROP. TREE / -1- �+;� �' + / 6UFFER
/ PROTECTION Q% + ' + + - 1' +,'
/ FENCE(TYP.) f�+ + / +, + 35 Ep p/1
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� STREAM � � / � ►�
+ + + ++ ++ CENTERLINEUj
° ,' \0 / SILT FENCE ALONG LOD I / �� j�+ I + + "+ / - X_
NCDEQ STD.03.01.01 / +/+ / / _ oo
PROP. SWALE I � � ( ) \ �i,-'� � � +, ,, ,, / _ � I- �
"CAVALRY SOUTH" Es,
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DRAINAGE AREA = 0.52 AC. / / + + +' + / LU Ln N
PERMANENT SWALE / / �e/ I ++ + + ++ + + / 95/
l "CAVALRY SOUTH,. , \ 4,"I + - / �_ O ry O
f / 0'BOTTOM WIDTH �^L
3.OH:1 V SIDE SLOPES I� \ 504 / /+ +- +14, +/ +' / W O
®• NAG S75 CHANNEL LINER , / 0 20'x 50'TEMPORARY / - - - - I + /
CONSTRUCTION ENTRANCE ` +
0 2-3 COARSE AGGREGATE / / /, + + + + //Nyy LU CL z
4 ,'° r. " 6"MIN. THICKNESS �O� \ ��+ + + + A PORTION OF / J J
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+ K +, TAX PIN:01144012B 0 z O
/ ®• 3H:1 V MAX. 104-FES W/CLASS B / EX. SWALE r'1 C" \ / j++ 1 ++�`+ + + • /- (A PORTION OF THE PROPERTY
o , RIP RAP APRON TO / DRAINAGE AREA = 1.04 AC. \ / �Q/+ +'1 + + DESCRIBED IN BK. 76-73)
ROCK PIPE INLET ° TOP OF EX. DITCH I ,q ,+ + �+ _ _ _ _ - - - _ - - J c�yJ
O - -_ -/ PROTECTION / o L=10'D/5o=6"T=18" �i f ' + + + _ - - - - - - /
(NCDEQ STD.6.55) I t� l S�3 + + + W
T =-' R > I CIL EX.SWALE"1C" f//
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/ I ARMY ROAD - SR 1662 ` I Q
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h� PARCEL ID:01144012U I / / J
OWNERS:EMERALD POINTE h/ REALTY&CONSTRUCTION INC I h tq 00
ZONE:RA-40
/ PARCEL ID:01144012V 5 L
OWNERS:EMERALD PARCEL ID:01144012Y / m N
/ POINTE REALTY& / PARCEL ID:01144012X ` OWNERS:EMERALD POINTE / O O Q
PARCEL'ID:01 144012W OWNERS:EMERALD \ REALTY&CONSTRUCTION INC
/ CONSTRUCTION INC ZONE:RA-40 U > O
ZONE:RA-40 OWNERS:EMERALD POINTEREALTY&POINTE REALTY& CONSTRUCTION INC
CONSTRUCTION INC ZONE:RA-40 \
ZONE:A-40
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z =
Drainage Length Average Bottom Side Channel 10-year Analysis m
Swale ID Area(ac)  (ft) Slope Width(ft) Slope (HAV) Liner Q(cfs) V(fps) Depth(ft) z z
Permanent Swale Cavalry S 0.52 116 3.0% 0.0 3.0 S75 1.25 2.49 0.40 "' o y
Ex isti ng Swale 1A 0.56 482 4.1% 0.0 3.0 N/A 1.34 2.93 0.39 GRAPHIC SCALE
Existing Swale 1B 0.95 736 4.4% 0.0 3.0 N/A 2.04 3.43 0.45 0 40' 80' Sheet
Ex isti ng Swale 1C 1.04 438 2.2% 0.0 2.5 N/A 2.51 2.66 0.56
( IN FEET ) C-3.
1
1 inch = 40 ft.