20091318 Ver 3_Stormwater Info_20160105

Homewood, Sue
From: Carrie Boyd <[e-mail]>
Sent: Tuesday, January 05, 2016 12:47 PM
To: Homewood, Sue
Subject: FW: Linzey Expansion - Level Spreader Calculations
Attachments: Vet - Level Spreader Calculations.pdf, EROSION CONTROL DETAILS SHEET 2
123015.pdf, EROSION CONTROL PHASE 2 123015.pdf, GRADING PLAN 123015.pdf,
SITE PLAN 123015.pdf
Sue -
The level spreader calculations for the Linzey Vet Expansion permit modification you requested are attached.
Please let me know if I can get you anything else.
I will be visiting the site with Tasha this Thursday and will let you know if we need to change proposed impact amounts
regarding the wetland.
Thanks,
Carrie
Carrie (Boyd) Caviness, Ph.D.
Brushy Fork Environmental Consulting, Inc.
5902 Highway 421 South
Mountain City, TN 37683
ph/fax. [phone]
cell. 919.656.4543
www.bfec.org
From: Alan Crees[mailto:[e-mail]]
Sent: Monday, January 04, 2016 11:21 AM
To: 'Carrie Boyd'
Subject: RE: Linzey Expansion - Level Spreader Calculations
Carrie- The level spreader calculations are attached. In addition we have revised the plan and detail sheets to show the
correct size level spreaders. Let me know if you need anything else.

MWO
Project No. B140T5
December,
PRELIMINARY
FOR OR REMEW ONLY
Eric G. Thornley, P
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Table 8.03b
Ift
C Land Use
Business:
Bare packed soil
Downtown areas
0.70-0.95
Neighborhood areas
0.50-0.70
Residential:
Rough
Single-family areas
0.30-0.50
Multi units, detached
0.40-0.60
Multi units, Attached
0.60-0.75
Suburban
0.25-0.40
Industrial:
Light areas
Heavy areas
Parks, cemeteries
Playgrounds
Railroad yard areas
Unimproved areas
Streets:
Asphalt
Concrete
Brick
Lawns:
Sandy soil, flat, 2%
Sandy soil, ave.,
2-7%
Sandy soil, steep,
7%
Heavy soil, flat, 2%
Heavy soil, ave.,
2-7%
Heavy soil, steep,
0.50-0.80 7%
0.60-0.90 Agricultural land:
C
0.05-0.10
0.10-0.15
0.15-0.20
0.13-0.17
0.18-0.22
0.25-0.35
Drives and walks 0.75-0.85 Sandy soil 0.05-0.25
Woodlands 0.05-0.25
Roofs 0.75-0.85
NOTE: The designer must use judgement to select the appropriate C
value within the range for the appropriate land use. Generally, larger
areas with permeable soils, flat slopes, and dense vegetation should
have lowest C values. Smaller areas with slowly permeable soils, steep
slopes, and sparse vegetation should be assigned highest C values.
Source: American Society of Civil Engineers
8.03.6 Rev. 6106
Bare packed soil
0.10-0.25
Smooth
0.30-0.60
0.20-0.35
Rough
0.20-0.50
Cultivated rows
0.20-0.40
Heavy soil no crop
0.30-0.60
Heavy soil with
0.10-0.30
crop
0.20-0.50
Sandy soil no crop
0.20-0.40
Sandy soil with
0.70-0.95
crop
0.10-0.25
0.80-0.95
Pasture
0.70-0.85
Heavy soil
0.15-0.45
Drives and walks 0.75-0.85 Sandy soil 0.05-0.25
Woodlands 0.05-0.25
Roofs 0.75-0.85
NOTE: The designer must use judgement to select the appropriate C
value within the range for the appropriate land use. Generally, larger
areas with permeable soils, flat slopes, and dense vegetation should
have lowest C values. Smaller areas with slowly permeable soils, steep
slopes, and sparse vegetation should be assigned highest C values.
Source: American Society of Civil Engineers
8.03.6 Rev. 6106

Table 8.03c Intensity Duration Frequency
For . ••
ARI*
5 min.
10 min.
15 min.
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
4.93
3.94
3.30
2.28
1.43
0.89
0.62
0.38
0.24
0.15
10
6.78
5.42
4.57
3.31
2.16
1.29
0.92
0.55
0.34
0.21
25
7.90
6.29
5.31
3.94
2.62
1.57
1.13
0.68
0.41
0.25
100
9.62
7.64
6.44
4.93
3.40
2.06
1.50
0.90
0.53
0.33
ARI*
5 min.
10 min.
15 min.
30 min.
60 mina
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
5.21
4.16
3.46
2.41
1.51
0.89
0.63
0.38
0.24
0.14
10
7.06
5.65
4.76
3.45
2.25
1.30
0.91
0.55
0.34
0.20
25
8.09
6.44
5.45
4.03
2.69
1.56
1.10
0.66
0.40
0.24
100
9.68
7.69
6.48
4.96
3.42
2.00
1.43
0.86
0.50
0.30
Bone,
North Carolina
36.2167N, 31.6667W
15 min.
30 min.
60 min.
120 min.
3 hr.
ARI*
5 min.
10 min.
15 min.
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
5.68
4.54
3.80
2.63
1.65
0.96
0.68
2
5.71
4.57
3.83
2.64
1.66
1.00
0.72
0.48
0.31
0.18
10
7.50
6.00
5.06
3.67
2.39
1.46
1.06
0.69
0.44
0.28
25
8.59
6.85
5.78
4.28
2.85
1.77
1.29
0.83
0.52
0.34
100
10.38
8.25
6.95
5.32
3.67
2.35
1.72
1.08
0.65
0.44
ARI*
5 min.
10 min.
15 min.
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
5.68
4.54
3.80
2.63
1.65
0.96
0.68
0.41
0.24
0.14
10
7.26
5.80
4.89
3.55
2.31
1.36
0.98
0.59
0.35
0.20
25
8.02
6.38
5.40
4.00
2.66
1.59
1.15
0.70
0.42
0.24
100
9.00
7.15
6.03
4.62
3.18
1.93
1.43
0.87
0.53
0.30
ARI*
5 min.
10 min.
15 min.
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
5.46
4.36
3.66
2.52
1.58
0.93
0.66
0.40
0.23
0.14
10
6.85
5.48
4.62
3.35
2.18
1.30
0.92
0.56
0.33
0.20
25
7.39
5.89
4.98
3.69
2.46
1.49
1.06
0.65
0.39
0.23
100
7.93
6.30
5.31
4.07
2.80
1.75
1.24
0.78
0.48
0.29
ARI is the Average Return Interval.
** Intensity Duration Frequency table is measured in inches per hour.
8.03.9

CORRIDOR DISTRICT
-----------------------
NEW 1-1/2" PVC SDR 13.5 DOMESTIC
WATER SERVICE LINE
NEW WATER METER
NEW 1-1/2" 90° ELBOW
Ex. Building
Jei
Q�
/ NEW 2" X 1-1/2" REDUCER
/ NEW 2" GATE VALVE _ - - NEW 1-1/2" 90° ELBOW /
75
C
NEW 4" GATE VALVE � / Ex. Building CV'`
/ ex. fire hydrant _ _ _ _ _ _ / /
/ NEW 4" X 2" REDUCER NEW 4" 90° ELBOW /
NEW 4"X4"TEE
/ ex. gate valve
NEW 4" PVC C-900
/ NEW 4" PVC C-900
Lands Now or Formerly of Lands Now or Formerly of ex. water FIRE LINE
Jeremy & Josephine Fox / Jeremy & Josephine Fox ex. waterline meter / Lands Now or Formerly of
Book 286 at Page 870 Book 702 at Page 170 ex. / Junior Ray Wo merly
R-1 Zoning / R-1 Zoning gate Lands Now or Formerly of / Book 244 at Page 746
ex. waterline valve / RickyR.
&6Pat Page 205aula ng R-1 Zoning
ex. spring head NEW 4" TAPPING SLEEVE Lands Now or Formerly of / R-1 Zoning /
& GATE VALVE Ricky R. & Paula Woodring
Book 244 at Page 750
/ R-1 Zoning ZONING R
INSET " All
N.T.S. ZONING
1
� O/vz ZONING R-1
2/V//VG
/�/GR'j ZONING B-3 ZONING R-1
Ge'3 � ZONING B-3 - ----
% - I - � mg Setback 25' Landscape -
25' Landscape Buffer - - - -17' Building Setback- fib` - �_
17' Bu Idin9 �
- - - - - I 17' Building Setback
--------------------1V----------- ----------- 25' Landscape Buffer
m
Lu 30' UN l l
l 30, U ? DET vRBFD l
FENCE AROUND DOG AREA )
ex. spring head W ,l 8UFFFD/Sr, o W 30 UNDISTU I w
W / /� / (TyPi D z m BUFFER �r D W p j SHALL BE OPAQUE (TYP.)
U
/Q M D m
l Q � M / l
V /ora m FUTURE DOG PARK (TYP.) I 30' UND/S l
j��°' BUFFER (TYP BEp FENCED IN DOG AREA (TYP.)
/ / I (TO BE LEFT NATURAL)
/ \
ex. spring
I�r / ex. permanent diversion ditch
CJS` \ / RELOCATE TO OUTLET UPSTREAM OF NEW 18" HDPE
\�\F�F_ \100 YEAR FLOOD FRINGE (TYP.) \ / GATE NEW PERMANENT DIVERSION DITCH
ex. sanitary / I eUitaih F_ F- _ 1 ex. motorcycle parking space
pump station408� 2 ex. short-term bicycle W X 6 F-F-F� � APPROX. LOCATION NEW UNDERGROUND STORMWATER DETENTION /
�
ex. rain I aet stor s9. ft)x) '�� parking spaces / / pD-F F NEW PERMANENT DIVERSION DITCH /
barrel I `� \ �ht�hter ���,�` NEW 8' MAX. HEIGHT RETAINING WALL FUTURE BUILDING EXPANSION LIMIT Pp NEW DUMPSTER ENCLOSURE m
I ter\ ex. © ��� _ 00/ NEW CONCRETE SIDEWALK NEW 8' MAX. HEIGHT RETAINING WALL �/Q)/
�/ � � � / � NEW A.C. UNITS TYP.
Lands Now or Formerly of paved / (TYP.) /
y parking R108.8' -' MOUNT NEW ACCESSIBLE PARKING U
'�%� / _ NEW PAINTED ISLAND (TYP.) a
Quality Control Inc. �� ' �// p lot g - - - - - - 2 NEW LONG-TERM BICYCLE SIGN ON RETAINING WALL � R46' /a�
Book 369 at Page 610 1 ♦ PARKING SPACES (COVERED) _ NEW CATCH BASIN/ OUTLET m
B-3 Zoning �� ♦ / 0 - _ ACCESS DRIVE -
NEW 8' MAX. HEIGHT /
/� W ♦ © / \ oo RETAINING WALL (TYP.) ^ /o /
� -� -� CONTROL STRUCTURE
/ °� NEW R84.6' ^ /
W I ♦� 'St' Ufa NEW LOADING/ NEW 24" CONC. CURB �A
e - FENCE & GUTTER (TYP.) l j
/UNLOADING ZONE �se�se / Lands Now or Formerly of
l ♦ � r°� c��,� a, ~ �rr9r°4 (TYP.)
` s e� 0 i� o rb/-� te�fi vfe� �a / / ❑ ❑ (NCDOT STD. �re� �Se Charles Newman Ulery
♦ ���, oU tp 3� 121, o,2 NEW 18" HDPE ❑ ❑ ❑ DWG. 846.01) 6 �°
�`\9f \ NEW ex. wetlands limit (typ.) 4 Tem sem / Book 1756 at Page 72
♦ /l/ �,'' -�"' �- ♦ 1 '0 ; �d
CO 67 / JUNCTION NEW NEW 5' CONCRETE Te se / B-3 Zoning
0p-YEq �3 Choi°i IOX DRAINAGE g SIDEWALK (TYP.)
♦ // R F�00 7)9 a �,� 9' (TYP.) ^, w % \\ @-------------
[)Vv ) ` SWALE BUILDING #3 ° R4' ao N
y00 I FRINGE (TYP.)
� , � � / � �- � - "'�` / se 100 -YEAR FLOOD
G , I R4 _ NEW ANIMAL NEW PARKING CURB STOP (TYP.) � �n 2 TOB ` \� se
NEW DRAINAGE SWALE �� / / rg se
/ APPROX. LOCATION NEW ' _I DAY CLINIC 2 NEW < o 0) . se
��j SCRFF� UNDERGROUND STORMWATER i, `` -! 11 d 6 440 SQ. FT. PARKING SPACES SHORT-TERM BICYCLE �` /' - y l re rem
- o 0 0 0 1 I I I I I g' TYP. / R38.6' ex. headwall /
DETENTION--- o 0 0 >
/ e cmp inv. = 3171.4 i/ ` R5 E -E -E -E -E -E ��� NEW 4„ ( ) \\ ♦ / 6 -
-� L e, . " rcp inv. - 3169.9 / - E NEW LEVEL 4PLUG $ 8 PARKING SPACES 15 y / 1a ex. 108" cmp U
ex. 8 rcp inv. = 3172.9 �� - ♦ n @ 10' WIDE /56 /.� / /�� inv. - 31W,9 / �-��
W I - - - _ _ _ end of 8" rcp unknown 0*11
ex. p mv. a SPREADER #1 NEW 1-1 /2" RP M jg / $ -1 - / T
p - = 3 .9 ftft
¢,'� �°' �, sem L- BACKFLOW
SB -� -� -� -� -� -� -3 -� -3 -� -� -� -� -� -� -� -� e jam- I 2 1 �e
s e / �` 9 ex. 108 crn /
-_-SB SB 5 TB I G i - l
��a re se ♦ se sB- DEVICE IN / �$---sB-�
�' a� STB -STB TB- HOTBOX SM SS -SB -SB -58 / �� !� a ; inv. = 3160.9±
_ _�� .. / T9 ♦ TB TB- SB SB_ __ SSB -SSB- SB q� -Ila '� e-1 �/ /
_ s �To-Ta-TBS ire -Te -TB ♦ Gt�P / 100 -YEAR
18" cri, inv. = 3171., �♦ Q1 TB - 3 g" Building #2 (Ex.)
;� DECK �ecK DECK �-- 1 NEW MOTORCYCLE PARKING SPACE 1� / ♦ FLOODWAY
-- e n n" = •x169.9 -�' (1,416 sq. ft.) d,
-� __ t� /
� ` - - �-ex. 72" r. _ _ _ _ _ _ - Q e ex. propane _ ex. 18"
ex 2 e+ _ - _ _roe -Toe Building Setback NEW LEVEL SPREADER #2 og/ R30' - --tank
c �/ - - _ _ TOB TOB \ I �R/W
:-TOB TO TOB - - 24 /W Gu 3 ing t
crop _ ___-
` 100- - - - Toa�TOB e
_ OM _ - _ _ ... _� ... _3 ..- - Q - - - Q - - _ ex. 72" rcp - -10 Landscape Bu r - - - - - - - - - I =
--- ---
� � I /w � ex. conc. walk
ex. �
NC. HSG - YEAR FLO7 WAY m - - � _ _ - - � �_ - - �.�..._�..-----_�-,.- - - =-- �..._� �1 R/W - / J outtN 3163•
I/p1 =�__- - - , " �......�: " ex. 72" rc - - _ W 2 NEW SHORT-TERM inv.
1Q H' 1' // _ - - - --- _ oft _ 11 N .� •-r-•-- -p-R w _ _ - HODGES _ -_ R20' BICYCLE PARKING
I O'RIGHT-OF WAY �05 ` /joF� - - - - ex• Ovate shutoff"" 1' l0• Cl) \ W - - _ CREEK w ex. uarurall NEW DRAINAGE SWALE R20' SPACES
_ - - - - Cl) x ex. headwall I I g
/rye ex. 24'" � - N -
NEWCATCHmp _� o �' �������� / _ _ -
�,'� -ex. curb inlet BASIN/OUTLET ex ; zzz_ ex. water �'/ - = Sevier
top = 3181.3 CONTROL 5 Sanit - meter " �' FROMex 55 sanitary
ary se- S
1
inv. in W = 3176. STRUCTURE Overt _ _ _ _ _ _ _ _ _- - - _ ex. 15" sanitary sevve+ - - _ - - - TRANSITION
ex. 15 sanita sewer - - - - - _ _ _ _ _ _ = 30" CONC. C&G TO
\ o� �inv.inS=3176.1 Q ry --- --- _
inv. out E = 3176.0 - - - - - 1$ _ - - - 24" CONC. C&G AT
- � ex. curb inlet _ S a_ NEW 30" CONC. - EX. R/W (TYP.) -
R/W approx. location _ ex. stream top ex. I j -
W_ ex. 12" d.i. watermain , of bank (typ.) I o estop = 3178.3 ex. gate ex. ate ex. water meter C.) ex. 108" cmp inv. = 3161.5 CURB & GUTTER ex. 18" cm _
r, guardrail g 0 WITHIN NCDOT p
, � inv. in S = 3172.5 valve valve o
axi inv. in W = 3172.5 "� R/W (TYP.) -
_R/W ex. crosswalk ' �„ ex. headwall -
-, _I Inv. out N = 3171.3 ex. sanitary ex. fire I 0 _ (NCDOT STD. _ _
ex. sanitary manhole R/W_ �" cleanout hydrant DWG. 846.01)
top = 3183.0 R/W_ " _ _ top = 3174.9 ex. 108" cmp inv. = 3161.3 _ - top sanitary manhole
inv. in W = 3175.8 R/W_ " - _ - - ex. curb inlet
inv. out E = 3175.6 R/W " - - - _ _ - _ - - - - - �� // - top = 3171.6
ex. fire hydrant R/W- ex. 72" rcp inv. = 3167.0 -" �„ - -- _ _„ - /� - inv. out N = 3166.8-R/w�R/w-
R/WAR/W ex. 72" rcp inv. = 3167.3 _ - �� NEW ACCESSIBLE-R/w�R/w�R/w
ex. sanitary manhole R/W �� „ - PARKING SIGN (TYP.) R/W�-R/W
top = 3178.9 R/w� " �'� „ _ // _ WAR/W
inv. in W = 3171.7 R/w R/w R/WAR/w--R/W -R/w R/W R/w R/w R/W R/W R/w,R/w R/ NEW VALLEY GUTTER ACROSS ENTRANCE DRIVEWAY
inv. out E = 3171.6 CLOSE EXISTING DRIVEWAY WITH (NCDOT STD. DWG. 846.01)
NEW 30" CONCRETE CURB & GUTTER ex. sanitary ex. 30" cmp inv. = 3168.9
(NCDOT STD. DWG. 846.01) manhole ex. curb inlet
top = 3174.8 top = 3174.6 GRAPHIC SCALE
S.S. CLEANOUT (TYP.) approx. location inv. in S = 3169.2
ex.. 12" d.i. watermain `nv_ out N = 3169 2 30 0 15 30 60
NEW COMBINATION FIRE & DOMESTIC WATER LINE TAP PRELIMINARY
SEE INSET "A" FOR DETAILS
NEW 4" SCHEDULE 40 PVC SANITARY SEWER SERVICE. ( IN FEET) FOR REGULATORY REVIEW ONLY
CONNECT TO EX. 4" TAP BEHIND EX. DRIVEWAY CURB CUT 1 INCH = 30 FEET
(SEE SANITARY SEWER NOTE #6 ON PLAN SHEET C-2)
Q
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SCALE: 1"=30'
DATE: 10-26-15
DRWN. BY: EGT
CHKD. BY: MPT
PROJECT NUMBER
814019.3
DRAWING NO. SHEET NO.
C-4 1 4 OF 6
/
0
N /
N
N
C
/
7
U
CORRIDOR DISTRICT
-----------------------
NEW 1-1/2" PVC SDR 13.5 DOMESTIC
WATER SERVICE LINE
NEW WATER METER
NEW 1-1/2" 90° ELBOW
Ex. Building
Jei
Q�
/ NEW 2" X 1-1/2" REDUCER
/ NEW 2" GATE VALVE _ - - NEW 1-1/2" 90° ELBOW /
75
C
NEW 4" GATE VALVE � / Ex. Building CV'`
/ ex. fire hydrant _ _ _ _ _ _ / /
/ NEW 4" X 2" REDUCER NEW 4" 90° ELBOW /
NEW 4"X4"TEE
/ ex. gate valve
NEW 4" PVC C-900
/ NEW 4" PVC C-900
Lands Now or Formerly of Lands Now or Formerly of ex. water FIRE LINE
Jeremy & Josephine Fox / Jeremy & Josephine Fox ex. waterline meter / Lands Now or Formerly of
Book 286 at Page 870 Book 702 at Page 170 ex. / Junior Ray Wo merly
R-1 Zoning / R-1 Zoning gate Lands Now or Formerly of / Book 244 at Page 746
ex. waterline valve / RickyR.
&6Pat Page 205aula ng R-1 Zoning
ex. spring head NEW 4" TAPPING SLEEVE Lands Now or Formerly of / R-1 Zoning /
& GATE VALVE Ricky R. & Paula Woodring
Book 244 at Page 750
/ R-1 Zoning ZONING R
INSET " All
N.T.S. ZONING
1
� O/vz ZONING R-1
2/V//VG
/�/GR'j ZONING B-3 ZONING R-1
Ge'3 � ZONING B-3 - ----
% - I - � mg Setback 25' Landscape -
25' Landscape Buffer - - - -17' Building Setback- fib` - �_
17' Bu Idin9 �
- - - - - I 17' Building Setback
--------------------1V----------- ----------- 25' Landscape Buffer
m
Lu 30' UN l l
l 30, U ? DET vRBFD l
FENCE AROUND DOG AREA )
ex. spring head W ,l 8UFFFD/Sr, o W 30 UNDISTU I w
W / /� / (TyPi D z m BUFFER �r D W p j SHALL BE OPAQUE (TYP.)
U
/Q M D m
l Q � M / l
V /ora m FUTURE DOG PARK (TYP.) I 30' UND/S l
j��°' BUFFER (TYP BEp FENCED IN DOG AREA (TYP.)
/ / I (TO BE LEFT NATURAL)
/ \
ex. spring
I�r / ex. permanent diversion ditch
CJS` \ / RELOCATE TO OUTLET UPSTREAM OF NEW 18" HDPE
\�\F�F_ \100 YEAR FLOOD FRINGE (TYP.) \ / GATE NEW PERMANENT DIVERSION DITCH
ex. sanitary / I eUitaih F_ F- _ 1 ex. motorcycle parking space
pump station408� 2 ex. short-term bicycle W X 6 F-F-F� � APPROX. LOCATION NEW UNDERGROUND STORMWATER DETENTION /
�
ex. rain I aet stor s9. ft)x) '�� parking spaces / / pD-F F NEW PERMANENT DIVERSION DITCH /
barrel I `� \ �ht�hter ���,�` NEW 8' MAX. HEIGHT RETAINING WALL FUTURE BUILDING EXPANSION LIMIT Pp NEW DUMPSTER ENCLOSURE m
I ter\ ex. © ��� _ 00/ NEW CONCRETE SIDEWALK NEW 8' MAX. HEIGHT RETAINING WALL �/Q)/
�/ � � � / � NEW A.C. UNITS TYP.
Lands Now or Formerly of paved / (TYP.) /
y parking R108.8' -' MOUNT NEW ACCESSIBLE PARKING U
'�%� / _ NEW PAINTED ISLAND (TYP.) a
Quality Control Inc. �� ' �// p lot g - - - - - - 2 NEW LONG-TERM BICYCLE SIGN ON RETAINING WALL � R46' /a�
Book 369 at Page 610 1 ♦ PARKING SPACES (COVERED) _ NEW CATCH BASIN/ OUTLET m
B-3 Zoning �� ♦ / 0 - _ ACCESS DRIVE -
NEW 8' MAX. HEIGHT /
/� W ♦ © / \ oo RETAINING WALL (TYP.) ^ /o /
� -� -� CONTROL STRUCTURE
/ °� NEW R84.6' ^ /
W I ♦� 'St' Ufa NEW LOADING/ NEW 24" CONC. CURB �A
e - FENCE & GUTTER (TYP.) l j
/UNLOADING ZONE �se�se / Lands Now or Formerly of
l ♦ � r°� c��,� a, ~ �rr9r°4 (TYP.)
` s e� 0 i� o rb/-� te�fi vfe� �a / / ❑ ❑ (NCDOT STD. �re� �Se Charles Newman Ulery
♦ ���, oU tp 3� 121, o,2 NEW 18" HDPE ❑ ❑ ❑ DWG. 846.01) 6 �°
�`\9f \ NEW ex. wetlands limit (typ.) 4 Tem sem / Book 1756 at Page 72
♦ /l/ �,'' -�"' �- ♦ 1 '0 ; �d
CO 67 / JUNCTION NEW NEW 5' CONCRETE Te se / B-3 Zoning
0p-YEq �3 Choi°i IOX DRAINAGE g SIDEWALK (TYP.)
♦ // R F�00 7)9 a �,� 9' (TYP.) ^, w % \\ @-------------
[)Vv ) ` SWALE BUILDING #3 ° R4' ao N
y00 I FRINGE (TYP.)
� , � � / � �- � - "'�` / se 100 -YEAR FLOOD
G , I R4 _ NEW ANIMAL NEW PARKING CURB STOP (TYP.) � �n 2 TOB ` \� se
NEW DRAINAGE SWALE �� / / rg se
/ APPROX. LOCATION NEW ' _I DAY CLINIC 2 NEW < o 0) . se
��j SCRFF� UNDERGROUND STORMWATER i, `` -! 11 d 6 440 SQ. FT. PARKING SPACES SHORT-TERM BICYCLE �` /' - y l re rem
- o 0 0 0 1 I I I I I g' TYP. / R38.6' ex. headwall /
DETENTION--- o 0 0 >
/ e cmp inv. = 3171.4 i/ ` R5 E -E -E -E -E -E ��� NEW 4„ ( ) \\ ♦ / 6 -
-� L e, . " rcp inv. - 3169.9 / - E NEW LEVEL 4PLUG $ 8 PARKING SPACES 15 y / 1a ex. 108" cmp U
ex. 8 rcp inv. = 3172.9 �� - ♦ n @ 10' WIDE /56 /.� / /�� inv. - 31W,9 / �-��
W I - - - _ _ _ end of 8" rcp unknown 0*11
ex. p mv. a SPREADER #1 NEW 1-1 /2" RP M jg / $ -1 - / T
p - = 3 .9 ftft
¢,'� �°' �, sem L- BACKFLOW
SB -� -� -� -� -� -� -3 -� -3 -� -� -� -� -� -� -� -� e jam- I 2 1 �e
s e / �` 9 ex. 108 crn /
-_-SB SB 5 TB I G i - l
��a re se ♦ se sB- DEVICE IN / �$---sB-�
�' a� STB -STB TB- HOTBOX SM SS -SB -SB -58 / �� !� a ; inv. = 3160.9±
_ _�� .. / T9 ♦ TB TB- SB SB_ __ SSB -SSB- SB q� -Ila '� e-1 �/ /
_ s �To-Ta-TBS ire -Te -TB ♦ Gt�P / 100 -YEAR
18" cri, inv. = 3171., �♦ Q1 TB - 3 g" Building #2 (Ex.)
;� DECK �ecK DECK �-- 1 NEW MOTORCYCLE PARKING SPACE 1� / ♦ FLOODWAY
-- e n n" = •x169.9 -�' (1,416 sq. ft.) d,
-� __ t� /
� ` - - �-ex. 72" r. _ _ _ _ _ _ - Q e ex. propane _ ex. 18"
ex 2 e+ _ - _ _roe -Toe Building Setback NEW LEVEL SPREADER #2 og/ R30' - --tank
c �/ - - _ _ TOB TOB \ I �R/W
:-TOB TO TOB - - 24 /W Gu 3 ing t
crop _ ___-
` 100- - - - Toa�TOB e
_ OM _ - _ _ ... _� ... _3 ..- - Q - - - Q - - _ ex. 72" rcp - -10 Landscape Bu r - - - - - - - - - I =
--- ---
� � I /w � ex. conc. walk
ex. �
NC. HSG - YEAR FLO7 WAY m - - � _ _ - - � �_ - - �.�..._�..-----_�-,.- - - =-- �..._� �1 R/W - / J outtN 3163•
I/p1 =�__- - - , " �......�: " ex. 72" rc - - _ W 2 NEW SHORT-TERM inv.
1Q H' 1' // _ - - - --- _ oft _ 11 N .� •-r-•-- -p-R w _ _ - HODGES _ -_ R20' BICYCLE PARKING
I O'RIGHT-OF WAY �05 ` /joF� - - - - ex• Ovate shutoff"" 1' l0• Cl) \ W - - _ CREEK w ex. uarurall NEW DRAINAGE SWALE R20' SPACES
_ - - - - Cl) x ex. headwall I I g
/rye ex. 24'" � - N -
NEWCATCHmp _� o �' �������� / _ _ -
�,'� -ex. curb inlet BASIN/OUTLET ex ; zzz_ ex. water �'/ - = Sevier
top = 3181.3 CONTROL 5 Sanit - meter " �' FROMex 55 sanitary
ary se- S
1
inv. in W = 3176. STRUCTURE Overt _ _ _ _ _ _ _ _ _- - - _ ex. 15" sanitary sevve+ - - _ - - - TRANSITION
ex. 15 sanita sewer - - - - - _ _ _ _ _ _ = 30" CONC. C&G TO
\ o� �inv.inS=3176.1 Q ry --- --- _
inv. out E = 3176.0 - - - - - 1$ _ - - - 24" CONC. C&G AT
- � ex. curb inlet _ S a_ NEW 30" CONC. - EX. R/W (TYP.) -
R/W approx. location _ ex. stream top ex. I j -
W_ ex. 12" d.i. watermain , of bank (typ.) I o estop = 3178.3 ex. gate ex. ate ex. water meter C.) ex. 108" cmp inv. = 3161.5 CURB & GUTTER ex. 18" cm _
r, guardrail g 0 WITHIN NCDOT p
, � inv. in S = 3172.5 valve valve o
axi inv. in W = 3172.5 "� R/W (TYP.) -
_R/W ex. crosswalk ' �„ ex. headwall -
-, _I Inv. out N = 3171.3 ex. sanitary ex. fire I 0 _ (NCDOT STD. _ _
ex. sanitary manhole R/W_ �" cleanout hydrant DWG. 846.01)
top = 3183.0 R/W_ " _ _ top = 3174.9 ex. 108" cmp inv. = 3161.3 _ - top sanitary manhole
inv. in W = 3175.8 R/W_ " - _ - - ex. curb inlet
inv. out E = 3175.6 R/W " - - - _ _ - _ - - - - - �� // - top = 3171.6
ex. fire hydrant R/W- ex. 72" rcp inv. = 3167.0 -" �„ - -- _ _„ - /� - inv. out N = 3166.8-R/w�R/w-
R/WAR/W ex. 72" rcp inv. = 3167.3 _ - �� NEW ACCESSIBLE-R/w�R/w�R/w
ex. sanitary manhole R/W �� „ - PARKING SIGN (TYP.) R/W�-R/W
top = 3178.9 R/w� " �'� „ _ // _ WAR/W
inv. in W = 3171.7 R/w R/w R/WAR/w--R/W -R/w R/W R/w R/w R/W R/W R/w,R/w R/ NEW VALLEY GUTTER ACROSS ENTRANCE DRIVEWAY
inv. out E = 3171.6 CLOSE EXISTING DRIVEWAY WITH (NCDOT STD. DWG. 846.01)
NEW 30" CONCRETE CURB & GUTTER ex. sanitary ex. 30" cmp inv. = 3168.9
(NCDOT STD. DWG. 846.01) manhole ex. curb inlet
top = 3174.8 top = 3174.6 GRAPHIC SCALE
S.S. CLEANOUT (TYP.) approx. location inv. in S = 3169.2
ex.. 12" d.i. watermain `nv_ out N = 3169 2 30 0 15 30 60
NEW COMBINATION FIRE & DOMESTIC WATER LINE TAP PRELIMINARY
SEE INSET "A" FOR DETAILS
NEW 4" SCHEDULE 40 PVC SANITARY SEWER SERVICE. ( IN FEET) FOR REGULATORY REVIEW ONLY
CONNECT TO EX. 4" TAP BEHIND EX. DRIVEWAY CURB CUT 1 INCH = 30 FEET
(SEE SANITARY SEWER NOTE #6 ON PLAN SHEET C-2)
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SCALE: 1"=30'
DATE: 10-26-15
DRWN. BY: EGT
CHKD. BY: MPT
PROJECT NUMBER
814019.3
DRAWING NO. SHEET NO.
C-4 1 4 OF 6

N, \\ Ex. Building
IN, \ \\ \\ \\ \ \\ \\ \ Ott
CORRIDOR DISTRICT \ , \ \ \ \
\ \�\ \� \\\ ✓/ / / / / / / �/ / /
320 O
Ex. Building
N
10\ \\ \ Q
Ex. Building �x
\ \ \ \\ \ \ \ 3300
3300 \ \
Lands Now or Formerly of \ \ \ \ \ \ \ \ \ \Lands Now or Formerly of
Jeremy & Josephine Fox /� \ \ \ \ \ \ \ 3290 Jeremy & Josephine Fox , / // // / / / / / // / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 3290 \ \ \ \ \ Lands Now or Formerly of
Book 286 at Page 870 / \ \ \ \ \ \ \ \ \ \ \ \ \ \ Book 702 at Page 170 / / / \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Junior Ray Woodring
R-1 Zoning \ \ \ \ R-1 Zoning / / / / / / \ \ \ \ \ \ Lands Now or Formerly of
/ / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Book 244 at Page 746
_ \ Rick R. & Paula Woodring
Book 376 at Page 205
28 \ / j j// /////� /// / \\ \p g \\ \ \\ \\ \\ \ \\ \\ \\ \\ \ \\ \\ \\\ \ \ \ \\\ \\\ \\\ Lands Now orFormm of R-1 Zoning/
\ \ - 0� \ - - // / / / / / ex. s rin head \\ \ y /
\ \ \ \ - / ✓ / / / / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Ricky R. & Paula Woodring -
\ Book 244 at Page 750
Zoning / ZONING R-1
g
\\\ \ \ \ \ ZONING%
ZON\ \\\✓ \ ZONING R-1 \\\\`\ \ \�- �// /,�//\\\lull// / /�/ // / /'� \ \ \ I 1 \ \ \ \� \ \ \ \ \ \ \\ \\\ \ --------
//VG - - __--- -�
2 1 \ I ZONING R-1
\\ \ A1//V - ZONING B-3 \ \ \ \ \
\ \ \ 3 \ \ \ andscap Buffer /
ZONING B-3 e_____------
/ / // / \ 17' Budding Setback _ _ 25'L -
\ \ \\ \ \ \ \ \ \ \ \ \ \ 25' Landscape Buffer - - 17 Building Setback 1 I \� //' / ' / /� / /Tj/
��//// / /1 L L/ / // \ \ \ \ \ \ 17 Building Setback
-'/�/7'/� / /�- �V _L - _ \ 25 Landscape Buffer \
\ 3250 \� -` �� \/`- �`�// / // / /// /�I\�\ \� \-\ \-
--
\/�tIP/
/
///
ex. spring head �\ \\ \\\\ \\ \\ 32-\\\_ \\\ -\ ✓✓j /// �i/j�////� �// \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ \ X326
�\ \ \\ \\ \\ \/ AO \ \ \3 \✓✓j ��/ /// / / / \ \ \ \\ \ \ I 0\
\-__,- �
\ \ \, ����i/iii///�
\ \ \\ \ \\ \ lm \ \ \ ✓✓✓✓✓✓✓✓/ ✓/ /I/ / / / w\ \ \ \ \ \ \ \ \ \ \ l
\\ \ \\ II \ ���
FUTURE DOG PARK (TYP.)
X3250
-
FENCED IN DOG AREA (TYP.) -
(TO BE LEFT NATURAL) /
ex. s rin
/ // // l` �' ; / ✓ - �\ \\\\� � _ � � \\\ \ ` \ - - l � / / / / // / /// / ///// / I 1 1 � \ \ \ \\ � \ \\ \ \ \ \ \ \ � \ � \ X3240
- - - /
-3220
\-
//ry/ oo
100 -YEAR FLOOD FRINGE (TYP.) - �` \ / / /��, // // / I I I \ GATE
ex. sanitary / u/tdih `�\�= \� / /�///�/ /�� I 1 \ 32 \\ \ \\ \\� \__-_�__ - ---------------- --- /
um station �1019? `1 Fx �F��_ / // / / / I I I I °° \
pump
� � ek sg ( � ��� \\�\ � ----/ /--------------- __ = 3220---- _-
/ / ex. rain ° \ det Ston)
-ex. wetlands \ - El
----------
/ I R' V, - limit t // 3i / /.I� I I 1 -P \_ - - - - �' - _-----
barrel/Sa(Yp) I--
orn -� �PQ,T / \ _-_---� _��' -- _ 3210 --_--------------- -3210 co /
_
Lands Now or Formerlyof /I \ paved - -'' FPD- P / / TW 88.0 Tw ss.o TW 88.o _ - - _ `= _ - - - - - tea' U� /
W%� l \ BW 80.0 Bw so.o BW 80.0 /\`�-_ - - - - / - -
Quality Control Inc. / \ parking / -j 80 3190 / / - \\ \�` _ _ - _ -_ - - - _ a a l
/ /�--- �- �+ / �� TW 81.9- - ��_ �i%%/ _ -- -_3200 ------ �/
lot V� - TW s4.0 / Bw so.o - Tw az.3 3 - - - / /
Book 369 at Page 610 ♦ \\\ /\ - Bw 79.1 `� - - _ �_ ///
//I 180 ACCESS DRIVE 90 I BW So.o / Tw a2.7 200 \ % /- _ - m i
B-3 Zoning �W ♦ / n u. _ __-_ _ _ / - - --- --___ /- /
BW 79.2
\ // /0 \ \ \ \ BW 89.1 - �\ �// TW 84.5 / - TW 83.0 - - - ^ ^O
✓ \\ \ TW s0.4 TW 84.25
/ I ♦ // ! \ ✓ \ \ BW 79.0 BW 79.25 - - - \\ .. ✓ / BW 77.0 // TW 78.1 TW 80.6 - _ BW
r _ - _ _ I /_ / Bw 7s.o BW 7s.a 3190
/I ♦� e SfO�aO/�/ $� / , / / \ \\ 3190
` o
\\ \ \ \ \ -// / -\♦ �_ ♦\ /♦/\ , \ % /�/ l//� / /\/l// l �\� \-�\�- \ \• • \' _= �^ H. . • O\ �,O �\� G.\\F\ S \ ♦..��♦`'. F �\� ��\.��.\, E\AR \► Sfr�cf°t4roe4i3/e � �cooh>f�' /Z `�37 �>' 6>9 /7 9 ' f/ � \ \ `///\ // // /I ///// \ `.``o '\ �' II; \ 8O \ \ I�I - /oI I / / r -,<° TW 7 7.7
\\ \\s\
\re Lands
eNow or Formerly o
/
Charles Newman fe" BW 76.7 TW 77.7 T83 Y2/ \ -'Qer / J ly
N Bw.
o\o 1 S&\/ Book 1756 a Page 72
B-3 Zoning
170�
3 3%-
AY 5/FLOODW100-o/ 8 7878.90MEN 100 -YEAR FLOOD���--------I
5 . o T FRINGE (TYP.)
78.4 78.85 80se
CR�6 78.3 NEW ANIMAL
�3 / k \ \ \� \ / ' -- -- DAY CLINIC 78.25 19� \
�// 1 ✓ /` 0 0 0 0 0 0 0 I ` / ` ex. headwall '•\
8Q ex. 18" cmp inv. = 3171.4 // 78
♦ _E -E -E -E -E - / 78.15 �` / c,°I° � I \ ex. 108 cmp \
L _ 75.17 77.3 FLOOR EL. 3179.0 73.85 x / o 0
- ex. 8 rcp Inv. = 3172.9 v �, / 74.25 ♦ 76 \ °
v \ ex. rcp Inv. - 3169.9 / � se ' � 73.5 inv. = 31 9+ \y 9
\ W \ _ - - _ end of 8" rcp unknown
X. _ piny. // ,� a� se ` 74 \ / \\ o I I L // 3 /0
\ 3 .9 / a, � 2 U • I M
, se 7
\ \ / \ - _ _ _ \� �� \ / ��a T8� �se�'-�B SB S s6-� se se \71
\ / 78 . 6 / / a p /
\ - _ \ TB 76 74 e s6-�se Se 70 �2 �0 ' i \inv. = 3160.9± \
�� STB mac- TB -TB / -s6 P�. Ii / 12 .72.4 l 3r6
L 1 \ - \ \ - - _ _ _ �• '� / / 74.44 t8 ♦ T8- \\ 0 _TB 72-TB-��e _ 0 i / 71.8 Building #2 Ex. \ / \ \ 100 -YEAR
`_ - - ` \ _ _ i p ♦ �ecK ITB 7- 68 1 �\ ey' / (1,416 sq. ft.) \
` \ \ _ _ oecK 72- 0 1` X70 - -- -- _ �2 / / g ( ) J /\ ♦ , FLOODWAY
ex. 18' cm Inv. = 3171.4 ♦ 1 DECK
- _ nv 3169 9 �
.... +e .. \ �d 0---"/ .• -* ex. propane
A _ I I
ex. 72 rcp Inv. - 3166.7
-\_ 20' Building Setback \ oe_ L - ex. cm
� � --� tank p -`-�
C - _ _ 36�� - _ _ �' ' - ' - _ _ _ - - - �B - - I _ c I v. = 6 . _ ��- - t��- / /% / _ _ _ - - - - - - /w� cu�
mum\_ _- �` -�,- ���TO���' - Oa -- Imo, To _--__� /�= - ex. b II
_ _ �' / \ - - �3... _ _�.-_ �.._ �...-3. �, co - E a _� ex. 72' rcp X10 Landd�pe Bu r` -� - - - - '� / -�... �- in - f��l� �i ^ \ R/W a ex. conc. walk p
B
N` \\\ \ _- 100Y YEAR _ - - -- f6 �-�u- --- ---- i _- .,,_. to 63.85
.C. H _ _ EA LOODWAY '� ��� \-__-__ � � m w -_-_ � -_�j _ � - �• �hl�/i / R/w out Q - - - `^ - - / I
t! / �- - - _ _ - E _ L w ex. 72" rcp _ - r - - - - - - - / / 71 15 L 3170- inv ou
100R1 �AY N o -� RLw _ /W HODGES------------- 71.1
GHT OF -W ��5 /j�F - - - _ - e= - s - ex. water S� ff ��o. � - X o' ex. headwall \ l I CREEK -3170 - . ��/ _ IN \ /
AY _ _ - - - - - - - to - y-�°' m I -X I ` = ex. guardrail.
---3170-
_ _ _ _
x.24 _ --- - --- ---- - _----
_ m
cmp ---- ��� ____ meter �' 15, sarntary sewer
\ { q,V ex. curb inlet
ex. 15 c .� ex. water - - -"0 _ _ _ =i C�
top = 3181.3 ex. stream top of bank (typ.) er S = _ _ _� _ - - �' - - - _ _ _
inv. in W = 3176.1 - - - - - - - _ ex.
inv. in S = 3176.1 i Q _ ex. 15� sanitary sewer - ex_15" sanitary sewer - - - -
_ -
inv. out E = 3176.0 - - - / - - - �✓
O ex. curb inlet S a_ -
R/W approx. location / j ex. -
_R " d.i. watermain o esex. top = 3178.3 gate ex. ate ex. water meter cE
ex. 12 , ex. 108" cmp inv. = 3161.5 \ ex. 18" cm
/ '71 inv. in S = 3172.5 guardrail valve valve / /o \ p
X inv. in W = 3172.5 00 -
ex. crosswalk // _ / ex. fire I \ ex. headwall - _ -
_ Inv. out N = 3171.3 ex. sanitary Q,
cleanout_ hydrant _
ex. sanitary manhole R/W_R // // - to 3174.9 ex. 108" cm inv. = 3161.3 - ex. sanitary manhole
top = 3183.0 /W_ /i / _ P =
inv. in W = 3175.8 R/W p - - - ex. curb inlet top = 3171.1
inv. out E = 3175.6 _R/W // - // - - - - _ _ _ _ _ - - - - // _ - // - // top = 3171.6 W� _
ex. fire hydrant R/W- ex. 72" rcp inv. = 3167.0 - // // - // inv. out N = 3166.8
R/WAR/W ex. 72" rcp inv. = 3167.3 -
ex. sanitary manhole R/W // - // //-R/w-R/W R/W
top = 3178.9 R/W- R/WAR W // // // - // // �R/w�R/W R/W
inv. in W = 3171.7 / R/WAR R/w R/w
inv. out E = 3171.6 /w-R/w R/w R/w R/w R/w R/w BENCHMARK
ex. sanitary ex. 30" cmp inv. = 3168.9 NCGS WAT. 3
manhole ex. curb inlet ELEV. = 3171.87
top = 3174.8 top = 3174.6 GRAPHIC SCALE
approx. location inv. in S = 3169.2
ex. 12" d.i. watermain inv. out N = 3169.2 30 0 15 30 60
( IN FEET)
1 INCH = 30 FEET
PRELIMINARY
FOR REGULATORY REVIEW ONLY
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SCALE: 11, = 30'
DATE: 10-26-15
DRWN. BY: EGT
CHKD. BY: MPT
PROJECT NUMBER
814019.3
DRAWING NO. SHEET NO.
C-5 5 OF 6
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SCALE: 11, = 30'
DATE: 10-26-15
DRWN. BY: EGT
CHKD. BY: MPT
PROJECT NUMBER
814019.3
DRAWING NO. SHEET NO.
C-5 5 OF 6

:�
75
SEDIMENTATION & EROSION CONTROL LEGEND
(EFFECTIVE AUGUST 3, 2011)
SITE AREA DESCRIPTION
LIMITS OF DISTURBANCE
TIMEFRAME EXCEPTIONS
SILT FENCE
\ PERIMETER DIKES, SWALES, DITCHES, SLOPES
7 DAYS
SILT FENCE WATTLE BREAK
dft
DITCH WATTLE
NONE
SKIMMER SEDIMENT BASIN
SLOPES STEEPER THAN 3:1
0 0
ROCK PIPE INLET PROTECTION
r
14 DAYS
Ir Mb
INLET PROTECTION
L J
F
NONE, EXCEPT FOR PERIMETERS AND HQW
GRAVEL CONSTRUCTION ENTRANCE
-TD ->-TD->-
TEMPORARY BERM DITCH
-PD ->-PD->-
PERMANENT CLEAR WATER DIVERSION
NEW STABILIZATION TIMEFRAMES
(EFFECTIVE AUGUST 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
\ PERIMETER DIKES, SWALES, DITCHES, SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
SLOPES STEEPER THAN 3:1
7 DAYS
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH
0
F
NONE, EXCEPT FOR PERIMETERS AND HQW
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
0
ZONES
PHASE 2 CONSTRUCTION SEQUENCE
1. MAINTAIN ALL EROSION & SEDIMENTATION CONTROL MEASURES FROM PHASE 1, INCLUDING TEMPORARY CONSTRUCTION ENTRANCES, SILT FENCE, SILT FENCE WATTLE BREAKS,
SKIMMER SEDIMENT BASINS, TEMPORARY BERM DITCHES AND INLET PROTECTION.
2. STRIP AND STOCKPILE TOPSOIL IN DESIGNATED STOCKPILE AREA. ONLY STRIP TOPSOIL FROM AREAS WHERE GRADING WILL IMMEDIATELY TAKE PLACE.
3. CONTINUE TO MAINTAIN EXISTING GRAVEL PARKING AREA ABOVE THE EXISTING TWIN 108" CULVERTS AT THE START OF PHASE 2.
4. CONTINUE GRADING WORK FOR THE CONSTRUCTION OF THE BUILDING PAD AND PARKING LOTS ON THE NORTH SIDE OF HODGES CREEK.
5. KEEP TEMPORARY SKIMMER SEDIMENT BASINS IN PLACE AS LONG AS POSSIBLE. THEY MAY BE REDUCED IN WIDTH TO ACCOMMODATE CONSTRUCTION OF THE PARKING LOTS.
STABILIZE PARKING AREAS WITH GRAVEL AS SOON AS POSSIBLE ONCE GRADING IN THAT AREA IS COMPLETE.
6. ONCE PARKING LOTS ON THE NORTH SIDE OF HODGES CREEK HAVE BEEN BROUGHT TO GRADE AND STABILIZED, REMOVE ANY PORTION REMAINING OF THE TEMPORARY SKIMMER
SEDIMENT BASINS AND INSTALL NEW DRAINAGE SWALES, STORMWATER DETENTION SYSTEM AND LEVEL SPREADERS. INSTALL DITCH WATTLES IN DRAINAGE SWALES WHEN GRADING
IS COMPLETE.
7. GRADE THE NEW PARKING LOT ABOVE AND ON THE SOUTH SIDE OF THE EXISTING TWIN 108" CULVERTS LAST. INSTALL NEW DRAINAGE SWALE ONCE THE PARKING LOT IS GRADED
AND STABILIZED.
8. SLOPES SHALL BE STABILIZED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO CONTROL EROSION & SEDIMENT IN ACCORDANCE WITH THE NEW
STABILIZATION TIMEFRAMES CHART ON THIS PLAN SHEET. DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS ON THE EROSION
& SEDIMENTATION CONTROL DETAILS SHEETS. DISTURBED AREAS BETWEEN THE PARKING LOTS AND THE TEMPORARY SILT FENCE ADJACENT TO THE STREAM SHALL BE STABILIZED
NPDES &SELF INSPECTION REQUIREMENTS: \3 Lands Now or Formerly of / //�// / / / // /// / /� \\ \ \ \\\\ \ \ \ \ \ WITH NORTH AMERICAN GREEN SC150 ROLLED EROSION CONTROL PRODUCT (OR APPROVED EQUAL).
\ \ 290 Jeremy & Josephine Fox
\ \ Book 702 at Page 170
\ \ \ / �j / \ \\ \\\ \\\\ \ \ \ 9. INSPECT ALL EROSION & SEDIMENTATION CONTROL MEASURES WEEKLY AND AFTER EVERY RAIN STORM. ALL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS HAVE BEEN
1. THIS PROJECT REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE GENERAL \ \ \ \ R-1 Zoning / // / // / / / \ \
STABILIZED AND PERMANENT GROUND COVER ESTABLISHED.
NPDES STORMWATER PERMIT TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT #NCG01000). // / //// \ \ \ \ \ \ \ \ \ \ \ \ \ \ 10. IMMEDIATELY REPAIR ANY DAMAGE TO EROSION & SEDIMENTATION CONTROL MEASURES. REMOVE SEDIMENT FROM TEMPORARY SILT FENCE WHEN SEDIMENT LEVEL REACHES
ANY PERMIT NON COMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND 32g0� - - /� ���� / / / // / / / / / ex. spring head \ \� \ \ \ \
MAY REQUIRE ENFORCEMENT ACTION BY NCDEQ. INFORMATION REGARDING \ \ ONE-HALF FENCE HEIGHT. CLEAR THE INLET PROTECTION HARDWARE CLOTH OF ANY DEBRIS TO PROVIDE ADEQUATE FLOW AND REPLACE WASHED STONE AS REQUIRED. REMOVE
NCG010000 CAN BE FOUND AT: \ - - - / / / / / / / / / / / / / / I \ \ \ SEDIMENT FROM TEMPORARY SKIMMER SEDIMENT BASINS WHEN SEDIMENT LEVEL REACHES ONE-HALF BASIN DEPTH. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE TEMPORARY
//j / // \ 1 \ \ \ \ \ \ \ \ \ SILT FENCE, INLET PROTECTION HARDWARE CLOTH OR POROUS BAFFLES DURING SEDIMENT REMOVAL. REPLACE STONE FOR TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AS
\\� \�
HTTP://PORTAL.NCDENR.ORG/WEB/LR/CONSTRUCTION-STORMWATER \ \ \ - - - / `� / // / / / / / / / \ \ \ \ \ \ \ \ NECESSARY.
�\ � ��\`_---/ �/ // ✓�\�\lel////////��\ \ \ \ I \ \\ \ \\ \ \\ \ \\ \\ \\
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A WEEKLY/'� \ \ \ \ I 1 \ \ \ \ \ 11. ONCE STABLE PERMANENT GROUND COVER IS ESTABLISHED, THE REMAINING EROSION & SEDIMENTATION CONTROL MEASURES MAY BE REMOVED. BARE SOIL AREAS REMAINING
_ i AFTER THE REMOVAL OF THE EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE IMMEDIATELY SEEDED AND MULCHED IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS
AVDAIL�ABLEAUION PONAND REQU REQUEST.
HE IONSPEOCTIONSPECTION REPORT SHALOLRT TO BE BE PREPARED DIN - ll\ ( / / / / // \ \ \ ZONING R-1 \� \\ \� ON THE EROSION & SEDIMENTATION CONTROL DETAILS SHEETS.
STRICT ACCORDANCE WITH NPDES GENERAL PERMIT NCG010000. - - - ^ \ I / >») // / / / / / / / // W \ \ \ \ \ \ i
\ w ) / / / / / / /� \ \ 1 \ ZONING B-3 \ 12. APPLY TOP DRESSING 6 MONTHS AFTER INITIAL SEEDING PER SPECIFICATIONS.
��----- �\\
3. A SELF INSPECTION REPORT FORM CAN BE FOUND AT. \ \ _ _ J o
- \ --3260- _ - _\ \\�_ / ///� // / / /� / //�w \ \ \ \ \ \ \ CONSTRUCTION NOTES
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION - \ \, - -
1. CONTOUR INTERVAL = 2 FOOT.
2. REFER TO SITE WORK SPECIFICATIONS FOR GRADING, COMPACTING, DRAINAGE AND EROSION & SEDIMENTATION CONTROL.
ex. spring head \ \\ \ \\ \\ \\ \ 32 - \� -� �'j // / ��// / / / / / / \ \ \ \ \ \ \ \ \ \
4� \ \ \ \ \ \ \ \ 3. ALL EROSION & SEDIMENTATION CONTROL FABRIC SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S GUIDELINES.
,� \ \\ \\\ \ \ \ \\`- 3250
4. IF CONTRACTOR WISHES TO USE AN EROSION & SEDIMENTATION CONTROL FABRIC OTHER THAN WHAT IS SPECIFIED, PRIOR APPROVAL MUST BE GRANTED BY THE ENGINEER.
5. CONTRACTOR SHALL PLACE CONCRETE INVERTS TO THE LEVEL OF THE OUTLET PIPE IN ALL DRAINAGE STRUCTURES SO THAT THERE IS NO PONDING IN STRUCTURES.
/\\\\\ \ \ \ \\ \ \ \ `---� \ �`-/ / / / 323 / /� cot• / / / / / I \ \ \ \ \ \\ \ \ \ \ \\ \ 32
50,
ex. spring
-3220-
� �
\ N\
S�\�\\\\�\ \
/ / cV / / / // // PERMANENT UNDERGROUND \ \ \ \ �\ \� - -� - - _ _ - - - - _ _ - - INSTALL NORTH AMERICAN GREEN SC150 ROLLED EROSION
M \ \ \ \ \ - �� - \ -
/� STORMWATER DETENTION SYSTEM _ \ \ \ \ \- - -_- - 3230- - - -- - - CONTROL PRODUCT (OR APPROVED EQUAL) ON ALL DISTURBED
100 -YEAR FLOOD FRINGE (TYP.) AREAS ADJACENT TO STREAM CHANNEL SHADED
ex. sanitarydi _ .� _ _ _
pump station W (4 p8g'`1(F �F-�, �\ \ \_- / // ////// �I I \ 320 \\ \ \ \ \ \� ` - -----------
_ / / / / / � \ \ PERMANENT UNDERGROUND
ell 3220- STORMWATER DETENTION SYSTEM
ex. rain storms \ ex. wetlands y - - - - - - -- limit_ HARDWARE CLOTH &GRAVEL
\r I _ _�\'- j --moi
ex. -_ ---_ _ _ - 32 0� --� i ----------- -3210 INLET PROTECTION (TYP.)
Lands Now or Formerly of I \ \ \ \ paved i /� ` \ \ - �- - - _ `�- - ` - _ _ 7 -4- �r
I/ \\
(SEE DETAIL)
JIM*
31goy NEW D
RAINAG
EQualitY Control Inc. 80 _3Book 369 at Page 610 lot 200= 3200- SWALE (TYP.)
B-3 Zoning
(SEE DETAIL)
\ ' • %� W r�
/ \\\� // I/tyI j ♦ ♦ ��� y/s�4,� \4 \ ,) \ j/ HARDWARE CLOTH &GRAVEL-3190aINLET PROTECTION (TYP. -:7-3190- -- - _ - --- _ _ --- Z
'-0 04, - _
\
(SEE DETAIL) Lands Now or Formerly of
♦ sTrei o �p 3 6� % \ e�T�o Ter �a / - ( / \ \ DITCH WATTLE ■ -� ��° - - 3180_- s$�s8 _ _�\�' Charles Newman Ulery
\ ♦ �\ >>LEI El
99T '� / / I / / 360 (TYP.) _ I �O - - /i - - - _ _�_<� s\\\ \ Book 1756 at Page 72
�I '--_
\ \ ♦ \ \� _�... �\ ♦ 10o TOS T 67 (SEE DETAIL) \ \ \ B-3 Zoning /
\ \ -/\ ♦ \ ��� YEAR FLOO `37)o/C� 0 / / / �,� `- -NEW DRAINAGE - - \�\\
\�.. ► OwAY---------- \ - - / o - \\ �� \
' rI r--- SWALE TYP. I �'� 1p , _ - \\ \\ 100 FRINGE
FLOOD
O / r a. � -3 .� \ - r�� \ \ � s
---N �\\\ •�� �� I /r-� / � I (TYP.) � \ � DITCH WATTLE � i \ \ \�
(SEE DETAIL) --R� II I a NEW DRAINAGE - - - 80� (TYP.) �,� ' / o \ �\ \\ \\ \ ease FRINGE (TYP.)
I SWALE (TYP.) - (SEE D\ETAIL)C NEW AMA�\ \ \\\ \
Tse76 (SEE DETAIL) em
DAY CLINIC - _ \ _ i
ex. 18" cmp inv. = 3171.4 I _E 78 / - - ex 108"d mall �� \
-� \ � ex. " rcp inv. = 3169.9 \ FLOOR EL. 3179.0 \ se , \ \cam \ -
R W \ \ Bx. end of 8 rcp unknown \ \ / a ` 74 76 \\ o L o 0 0 - / / /
rcp \ inv. = 31 9+
\ �� \ � ex. p inv. // ♦ o / I M � � o -o 0 o se .� � ♦ / a � ��
\ p ss s 1 sB J / ♦ c ex. 108 cmp \\ \
7a s� ♦ -� se s6-\ \ 78 76 -ase 72 / ' 0$ Ii / l \ \ \,
�� Ta TB rB - , 74 9 se �6 70 / 1 �i / 12 inv. = 3160.9+ �\ 3/ \ \
--r-re B- \ 0 -sB 72 _ ��e ef- , l - , \ 60
- - - - /TBy-�B �T 70 Te ' \ \ Building #2 (Ex.) 100 -YEAR
ex. 18' cm Inv. 3171.4 DECK DECK 72 70 1 - 0 \ FLOODWAY
•, DECK i
� - '-���� �� - // \\•� \ / � " -3�F9q ����� I 68 � q� � � ♦� = e� /� (1,416 sq. ft.) �\
- _ 1c� \�• �•• LEVEL SPREADER TYP.- � •�• � -+ ex. propane
e \7� ro .. \ rcp in . _ (SEE DETAIL) tank - cmp - -' R/-w�
ex 72" v 3166.7 Q t ex 18 c II
x.24 p _ -_ `� -- _ �e� o __ ��nl et
I v.= _ - _ ANN on..
a B _ \ I c 6 S L) coy , . I� �r �I
`tea, - - _ -� � E ex. 72" rcp - - - \��19��Tea��- fie=-= _'n- - - - - - ;tel/ / /i - \ I R w ex curb
_ /w
C \ _ �� \ _ - _ - _ _ - - - - �..--�..._�... _ R► / / / ex. one _ 3
N �' _ -� _ 100 -YEAR FLOODWAY- \� _ _ _ _ = �' ex. 7 - - - - - : �T P r-�..._�7..-�� _� � _ - --��'� -�• -�•-�•.��J��i R/w / c walk 1 3170- inv out N - 3163.85
1oo,RGHVI/q�• //� \ _- \ U_ _ _N uJ - m� _ 2 rcp -R LW - /W _ T HODGES _ --- -- -----_ /-
/ �_� �!r _ - S LL __ - _
GHT-OF_WAY �5 /eF _ - ex. 2 ' _ _ s - _ _ _ _ - m I ex. eadwall l\ I I Ui I CREEK -3170 = . U�� ex. guardrail- IN -3170-� \ -
`� �_ 4 cmp k- - _ - ---- ------_I - -
ex. curb inlet _ -_!L7 00
- - - - \ -
�� top=3181.3 - \ 7a'�,�
inv. in W - 3176.1 ex. stream top of bank (typ.)
�inv.inS=3176.1
- LEVEL SPREADER (TYP.) a
inv. out E = 3176.0 (SEE DETAIL)-_�/$
R iii \ ex. curb inlet ex. / �-
/W_ o estop = 3178.3 ex. 108" cmp inv. = 3161.5 ex. 18" cm
inv. in S - 3172.5 guardrail / /o p _
W----R/VV - // // _ ex. headwall �� inv. in W = 3172.5 M
/ I Inv. out N = 3171.3 I �,
R/W_ - // - - _ _ ex. 108" cmp inv. = 3161.3 _ -
R/W-
R/W_ -
R/W_ ex. 72" rcp inv. = 3167.0-
-R/W_ _R/W ex. 72" rcp inv. = 3167.3
R/W
SEED ALL DISTURBED AREAS WITHIN THE 30' STREAM BUFFER
WITH PERMANENT NC MOUNTAINS RIPARIAN SEED MIX. ALL R/W_ R/WAR/W R/W-
OTHER DISTURBED AREAS TO BE SEEDED PER THE R/W-R/w R/w R/w R/w R/w
PERMANENT SEEDING SCHEDULE.
TOTAL DISTURBED
AREA = 1.48 ACRES
� /W R/W R/W
'R/w--�R/w-
\� ex. 30" cmp inv. = 3168.9 BENCHMARK
NCGS WAT. 3
ex. curb inlet ELEV. = 3171.87
top = 3174.6
inv. in S = 3169.2
inv. out N = 3169.2
ex. curb Inlet
inp. out 1N1= 3166.8 -R/WAR/\N
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 INCH = 30 FEET
PRELIMINARY
FOR REGULATORY REVIEW ONLY
J
z
0
O N
LU
W CL
- z
U J
(f) OL
O
W
SCALE: 1"=30'
DATE: 11-02-15
DRWN. BY: EGT
ii BY: MPT
PROJECT NUMBER
814019.3
DRAWING NO. SHEET NO.
C-2 2 OF 5
a
W
W
�
o_
r
m
0
F
0
J
z
0
O N
LU
W CL
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U J
(f) OL
O
W
SCALE: 1"=30'
DATE: 11-02-15
DRWN. BY: EGT
ii BY: MPT
PROJECT NUMBER
814019.3
DRAWING NO. SHEET NO.
C-2 2 OF 5

CUT SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED
STAIR -STEP GRADE OR GROOVE CUT SLOPES WITH A GRADIENT
STEEPER THAN 3:1.
USE STAIR -STEP GRADING ON ANY ERODIBLE MATERIAL SOFT ENOUGH
TO BE RIPPED WITH A BULLDOZER. SLOPES CONSISTING OF SOFT ROCK
WITH SOME SUBSOIL ARE PARTICULARLY SUITED TO STAIR -STEP
GRADING.
MAKE THE VERTICAL CUT DISTANCE LESS THAN THE HORIZONTAL
DISTANCE, & SLIGHTLY SLOPE THE HORIZONTAL POSITION OF THE
"STEP" IN TOWARD THE VERTICAL WALL.
DO NOT MAKE INDIVIDUAL VERTICAL CUTS MORE THAN 2 FEET IN SOFT
MATERIALS OR MORE THAN 3 FEET IN ROCKY MATERIALS.
GROOVING USES MACHINERY TO CREATE A SERIES OF RIDGES &
DEPRESSIONS THAT RUN ACROSS THE SLOPE (ON THE CONTOUR).
GROOVE USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY
OPERATED ON THE SLOPE, SUCH AS DISKS, TILLERS, SPRING HARROWS,
OR THE TEETH ON A FRONT END LOADER BUCKET. DO NOT MAKE SUCH
GROOVES LESS THAN 3 INCHES DEEP NOR MORE THAN 15 INCHES
APART.
FILL SLOPE AREAS NOT TO BE MOWED
PLACE FILL SLOPES WITH A GRADIENT STEEPER THAN 3:1 IN LIFTS NOT
TO EXCEED 9 INCHES, & MAKE SURE EACH LIFT IS PROPERLY
COMPACTED. ENSURE THAT THE FACE OF THE SLOPE CONSISTS OF
LOOSE, UNCOMPACTED FILL 4-6 INCHES DEEP. USE GROOVING AS
DESCRIBED ABOVE, TO ROUGHEN THE FACE OF THE SLOPES, IF
NECESSARY.
DO NOT BLADE OR SCRAPE THE FINAL SLOPE FACE.
CUTS FILLS & GRADED AREAS THAT WILL BE MOWED
MAKE MOWED SLOPES NO STEEPER THAN 3:1
ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING,
DISKING, HARROWING, OR USE OF CULTIPACK-SEEDER. MAKE THE FINAL
PASS OF ANY SUCH TILLAGE IMPLEMENT ON THE CONTOUR.
MAKE GROOVES, FORMED BY SUCH IMPLEMENTS, CLOSE TOGETHER
(LESS THAN 10 INCHES) & NOT LESS THAN 1 INCH DEEP.
EXCESSIVE ROUGHNESS IS UNDESIRABLE WHERE MOWING IS PLANNED.
ROUGHENING WITH TRACKED MACHINERY
LIMIT ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO
AVOID UNDUE COMPACTION OF THE SOIL SURFACE. TRACKING IS
GENERALLY NOT AS EFFECTIVE AS THE OTHER ROUGHENING METHODS
DESCRIBED.
OPERATE TRACKED MACHINERY UP & DOWN THE SLOPE TO LEAVE
HORIZONTAL DEPRESSIONS IN THE SOIL. DO NOT BACK -BLADE DURING
THE FINAL GRADING OPERATION.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS &
RAKING INTO A SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3:1).
FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER.
BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT
BEEN SEALED BY RAINFALL.
SURFACE ROUGHENING
SEEDBED PREPARATION
1. IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,
ADDITIONAL SURFACE ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO
BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME
SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING,
RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
SEE OTHER REQUIREMENTS FOR SURFACE ROUGHENING ON THIS SHEET.
2. SOIL SURFACE SHALL BE WELL PULVERIZED, LOOSE AND UNIFORM.
SEEDING DATES
LATE WINTER & EARLY SPRING (FEB. 15 - MAY 15
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
AND
KOREAN LESPEDEZA 50
OMIT LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
EXTENDED BEYOND JUNE 15.
SUMMER (MAY 15 - AUGUST 15)
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
OR
TALL FESCUE 50
FALL (AUGUST 15 - DECEMBER 15)
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER. INCREASE FERTILIZER RATE TO 1000 LB/ACRE IN THE FALL.
MULCH
APPLY 4,000-5,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES
SET NEARLY STRAIGHT CAN BE USED AS MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY
TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING SCHEDULE
APPLY TOP DRESSING 6 MONTHS AFTER INITIAL SEEDING. TOP
DRESSING TO CONSIST OF THE FOLLOWING:
RE -APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. IF SOIL
TESTS ARE NOT AVAILABLE, APPLY 4,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 5-10-10 FERTILIZER.
APPLY 1/2" COMPOST OR TOP SOIL TO ANY BARE SPOTS.
RE -APPLY SEED MIX TO ANY BARE OR THIN SPOTS PER THE
PERMANENT SEEDING SCHEDULE OR PERMANENT FLOODPLAIN
SEED MIX SPECIFICATIONS AS APPROPRIATE FOR THE AREA.
RE -MULCH BARE SPOTS THAT HAVE BEEN RE -SEEDED.
TOP DRESSING SPECIFICATIONS
DEMLR Monitoring Form Rev. 08012013 Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCGO10000
AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
PART 1A: Rainfall Data
Day /Date
Rain Amt (inches)
Daily Rainfall Required, except for
Holidays or Weekends. If no rain,
indicate with a "zero"
Land Quality or Local
100
Project Name
20
Program Project #
Site Area Description
Financially Responsible
Timeframe Exceptions
County
7 Das
Part FRP / Permittee
High Quality Water (HQW) Zones
Sun (Optional)
None
INSPECTOR
Name
Employer
Inspector Type (Mark)
X
Address
FRP/Permittee
14 Days
Agent/Designee
Discharge? SDO? discoloration? (Y/N)
Phone Number
Email Address
PART 1A: Rainfall Data
Day /Date
Rain Amt (inches)
Daily Rainfall Required, except for
Holidays or Weekends. If no rain,
indicate with a "zero"
M
100
T
20
W
Site Area Description
Th
Timeframe Exceptions
F
7 Das
Sat (Optional)
High Quality Water (HQW) Zones
Sun (Optional)
None
PART 1C: Sianature of Insoector
PART 1 B: Current Phase of Proiect
Phase of Grading
check the applicable box(es)
X
Installation of perimeter erosion and sediment control measures
100
Clearing and grubbing of existing ground cover
20
Completion of any phase of grading of slopes or fills
Site Area Description
Installation of storm drainage facilities
Timeframe Exceptions
Completion of all land -disturbing activity, construction or development
7 Das
Permanent ground cover sufficient to restrain erosion has been established
High Quality Water (HQW) Zones
By this signature, I certify in accordance with the NCGO10000 permit & G.S. 113A-54.1 that this report is accurate and complete to the best of my knowledge.
Financially Responsible Party / Permitee or Agent
/ Designee
100
Date
20
GROUND STABILIZATION TIMEFRAMES
Site Area Description
Stabilization
Timeframe Exceptions
Perimeter dikes, swales and slopes
7 Das
None
High Quality Water (HQW) Zones
7 Days
None
Slopes Steeper than 3:1
7 Days
If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed
Slopes 3:1 or flatter
14 Days
7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1
14 Days
None, except for perimeters and HQW Zones
`For an editable copy of this form as a Word doc and other information, see http://portal.ncdenr.org/web/Ir/erosion
SOIL TESTS
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL
TESTS. SOIL TESTING IS PERFORMED FREE OF CHARGE BY THE NC
DEPT. OF AGRICULTURE. SOIL TESTING LABORATORY. DIRECTIONS,
SAMPLE CARTONS, AND INFORMATION ARE AVAILABLE THROUGH
COUNTY AGRICULTURAL EXTENSION OFFICES OR FROM NCDA.
BECAUSE THE NCDA SOIL TESTING LAB REQUIRES 1-6 WEEKS FOR
SAMPLE TURN -AROUND, SAMPLING MUST BE PLANNED WELL IN
ADVANCE OF FINAL GRADING. TESTING IS ALSO DONE BY
COMMERCIAL LABORATORIES.
SEEDBED PREPARATION
1. ROUGHEN SURFACES IN ACCORDANCE WITH THE NOTES ON
SURFACE ROUGHENING ON THIS SHEET.
2. BREAK UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM
SURFACE (SLOPES LESS THAN 3:1.) FILL IN OR LEVEL DEPRESSIONS
THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY
LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SEEDING MIXTURE
SPECIES
RATE (LB/ACRE
TALL FESCUE
100
SERICEA LESPEDEZA
20
KOREAN LESPEDEZA
10
KENTUCKY BLUEGRASS
5
REDTOP
5
SEEDING NOTE
1. AFTER AUGUST 15, USE UNSCARIFIED SERICEA LESPEDEZA SEED
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERICEA
LESPEDEZA AND INCREASE KOREAN LESPEDEZA TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN MAY 1 AND AUGUST 15 ADD 10 LB/ACRE GERMAN MILLET
OR 15 LB/ACRE TALL FESCUE. PRIOR TO MAY 1 OR AFTER AUGUST
15, ADD 40 LB/ACRE RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT
THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZAS
IN MARCH.
SEEDING DATES
BEST POSSIBLE
BELOW 2500 FT: AUG. 15- SEPTA JULY 25 - SEPT. 15
MAR. 1- APR.1 MAR. 1 - MAY 10
ABOVE 2500 FT: JULY 25 -AUG. 15 JULY 15 - AUG. 30
MAR. 20 - APR. 20 MAR. 5 - MAY 15
COMPLETE SEEDING EARLIER IN FALL, AND START LATER IN SPRING
ON NORTH AND EAST FACING SLOPES.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. IF SOIL
TESTS ARE NOT AVAILABLE, APPLY 4,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 5-10-10 FERTILIZER.
MULCH
APPLY 4,000 - 5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER
OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING OR ROVING. NETTING IS THE
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY
ADEQUATE. MOW NO MORE THAN ONCE PER YEAR. RESEED,
FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
PERMANENT SEEDING SCHEDULE
7
3'
6"
LENGTH (L)
PLAN VIEW
IPE
%TER
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CONTROL
STRUCTURE
TOP
ELEVATION
#4 REBAR
18" —►I
CONCRETE DIMENSIONS
3' MIN. LENGTH NON -WOVEN CLOTH COVERED WITH 3' 6' 7'
3" TO 4" OF #57 WASHED STONE, LEVEL WITH THE
TOP ELEVATION OF THE LEVEL SPREADER INFLOW PIPE FROM
PLANTED DENSE GRASS & STORMWATER
SHRUBS FILTER STRIP DETENTION SYSTEM
CONTROL STRUCTURE
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0
LEVEL SPREADER
SCHEDULE
LEVEL
LENGTH
SPREADER
(L)
NO.
(ft.)Plan?
1
16'
2
25'
7 -0,
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REINFORCED
REINFORCED CONCRETE
LEVEL SPREADER
6" MIN. #67 WASHED STONE
LINE BLIND SWALE WITH 12" MIN. NCDOT CLASS B RIPRAP
SECTION VIEW
LEVEL SPREADER NOTES:
21
18" MIN.
12" MIN.
FILTER FABRIC (MIRAFI 50OX
OR APPROVED EQUAL
1. FOLLOWING COMPLETION OF BUILDING CONSTRUCTION AND AFTER THE PARKING LOT, ENTRANCE DRIVE AND BUILDING AREA ARE STABILIZED, CONTACT ENGINEER TO
INSPECT SITE AND DETERMINE FINAL LEVEL SPREADER TOP ELEVATION.
2. CONSTRUCT CONCRETE LEVEL SPREADER LIP AND BLIND SWALE ACCORDING TO THE PLANS. THE CONCRETE LIP ON THE LEVEL SPREADER MUST BE CONSTRUCTED
WITH A UNIFORM SLOPE OF ZERO PERCENT ACROSS THE ENTIRE LENGTH OF THE LIP. THIS STRUCTURE MAY BE CONSTRUCTED EARLIER IN THE PROJECT SEQUENCE WITH
COORDINATION AND APPROVAL OF THE ENGINEER AND ENVIRONMENTAL CONSULTANT.
3. THE CONTRACTOR SHOULD WORK TO MINIMIZE DISTURBANCE OF THE GRASSED BUFFER AREA BETWEEN THE CONCRETE LEVEL SPREADER AND THE STREAM DURING
CONSTRUCTION.
4. ON THE DOWN-SLOPE SIDE OF THE CONCRETE LEVEL SPREADER, BACKFILL AND COMPACT TO WITHIN 4 INCHES OF THE TOP OF THE CONCRETE LIP. PLACE A 3 FOOT
WIDE LENGTH OF NON -WOVEN FILTER CLOTH AND COVER WITH 4 INCHES OF #57 WASHED STONE LEVEL WITH THE CONCRETE LIP.
5. FOLLOWING COMPLETION OF THE CONCRETE LIP STRUCTURE, LINE THE BLIND SWALE WITH FILTER FABRIC (MIRAFI 50OX OR APPROVED EQUAL) AND 12" MINIMUM NCDOT
CLASS B RIPRAP.
6. SEED ALL DISTURBED AREAS WITH EROSION CONTROL MIX AS SPECIFIED ON THE EROSION CONTROL PLANS. OVER -SEED THE FILTER STRIP/BUFFER AREA WITH BUFFER
SEED MIX (ERNMX-178 FROM ERNST CONSERVATION SEEDS (800-873-3321) OR APPROVED ALTERNATE).
DEMLR Monitoring Form Rev. 08012013 Page 2 of 2
PART 2A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
Erosion and Sedimentation Control Measures Inspected
Inspection Describe Actions Needed Date
Date Corrected
Corrective actions should be performed as soon
as possible and before the next storm event
Measure ID or OperatingAn Repair
y p
Location and Properly? or
Description (Y/N) Maintenance
Needed? Y/N
New Measures Installed
Proposed
Actual Significant
Dimensions Deviation from
(YIN)
Dimensions
(ft.)Plan?
Stormwater
Sedimentation
in Stream Visible Any visible oil
Date
Corrected
Land Quality within 24 Hours
Discharge
Outfall
in Streams,
Turbidity Erosion sheen, floating or
http://portal.ncdenr.org/web/Ir/division-contacts
ID or
Wetlands or
from below suspended solids or
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Describe Actions Needed
Location
Outside Site
Discharge? SDO? discoloration? (Y/N)
Corrective actions should be performed as soon as possible and
*New erosion and sedimentation control measures installed since the last inspection should be documented here or by initialing and dating each measure or
practice shown on a copy of the approved erosion and sedimentation control plan. List Dimensions of Measures such as Sediment Basins and Riprap Aprons
PART 213: STORMWATER DISCHARGE OUTFALLS (SDOs): SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
Stormwater
Discharge
Outfalls Inspected
Inspection
Report Visible Sedimentation to streams or wetlands to Date
p
da s
Any Visible
Any Increase Any
Stormwater
Sedimentation
in Stream Visible Any visible oil
Date
Corrected
Land Quality within 24 Hours
Discharge
Outfall
in Streams,
Turbidity Erosion sheen, floating or
http://portal.ncdenr.org/web/Ir/division-contacts
ID or
Wetlands or
from below suspended solids or
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Describe Actions Needed
Location
Outside Site
Discharge? SDO? discoloration? (Y/N)
Corrective actions should be performed as soon as possible and
before the next storm event
Limits? (Y/N)
(Y/N) (Y/N)
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PART 9r- GR0IIND STARII 17ATION Must he rernrrterl after each Phase of Grnrlina
Areas Where Land Disturbance Has Been
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Time Limit for
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Is Ground Cover
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Inspection
Date
Describe Actions Needed Date
Corrected
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