NCC222970_Site Plan or Location Map_20220819

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FH TOP MHS -1 1191.17 Ipl
IN-1180.14
INV - 1180.1,
INV.=1197.52 OU7
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W 0P MHS '209.09 S ENV. OU7 = 1208.95
IND.
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TEMPORARY SKIMMER BASIN # 2 T T�
° FH \I W SEE SHEET C-3.6 FOR CONSTRUCTION DETAILS T
TOP MHS = 1231 ,43 �
INV, WNW) = 1224 9 SEE SHEET C-3.9 FOR CALCULATION SHEET \
TOP VHS = 124396 1224.98
1233,93 WV. W(SW) = 7 `�O
Nv 'N�sw) = 123s.90 Nv. ou7 = 1224.95 Q10 = 8.01 CFS \ c'o�\ s.
INV IN(NE� -233 63 T DRAINAGE AREA 2.84 AC �� �� �� \
WV. out - S c' o
T DISTURBED AREA 2.84 AC
7BM = \TN CAP T \ SURFACE AREA REQUIRED 2,331 SF �� \
REBAR S \ \
N. 999673 80 SURFACE AREA PROVIDED 2,542 SF I I I
E. 483610 .09 \ w SEDIMENT STORAGE REQUIRED 5,112 CF
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SEDIMENT STORAGE PROVIDED 5,749 CF �
7oP VHS = 1255,43 S S HWY 89 39,51 BASIN DEPTH 4.5 FT /
,2RIGHT OF WAY WIDTH V RIES
INv. IN = 1239.51 � \ � TOP DAM ELEV. = 1230.50 /
INV. OU7 =
�i �I SPILLWAY ELEV. = 1229.00 TOP GI
ti°^ti BOTTOM ELEV.=1226.00 / NP OU
j A SPILLWAY LENGTH = 8.0'
e SKIMMER SIZE = 2.00"
SKIMMER ORIFICE = 1.50" �_ \
DRAW DOWN TIME = 2.29 DAYS
1250 / TEMPORARY DIVERSION BERM C �� STORMWATER MANHOLE #30 1224- \ \
TYP. SEE DETAIL ON SHEET -1226
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C-3.6 _ - TEMPORARY ROCK PIPE INLETy-1228
CLASS "B" RIPRAP OUTLET PROTECTION \ I\
/ PROTECTION - TYP. SEE DETAIL ON _ 123 121 L
1234- a (RIPRAP LENGTH): 10'
SHEET C-3.6. 2
W(OUTLET END): 11.50'
1234- �� I
1252 -1232 - W(PIPE END): 4.5' I
1228- 1230 7 PIPE DIA: 18" \
6� A - I G°y 1226 \ MAX STONE DIA: 12"
/ 125� -125�
/ 1260 � � I �C° zzz�=
�1254� �� JJ �° _,-' / 1224- / APRON THICKNESS:18"
/ \ I J 15"TEMPORARY SLOPE DRAIN TYP.
�� �� A JJ 47 SEE INSTALLATION DETAIL ON SHEET C-3.9
60� 1262-i _ _ SEE DETAIL ON SHEET ON C-3.6 ;
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TEMPORARY SILT FENCE -TYP. / / 1226 / /
� LIMITS OF DISTURBANCE -TYP.
/j � 12aa' -
SEE DETAIL ON SHEET C-3.6 12.78 AC±
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TEMPORARY STONE SILT / P 118" TEMPORARY SLOPE DRAIN TYP.
FENCE OUTLET- TYP. SEE \ \ \ \ SEE DETAIL ON SHEET ON
DETAIL ON SHEET C-3.6
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LINE SPILLWAY WITH NCDOT TYPE 2
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WOVEN GEOTEXTILE FABRIC _
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WALL(S) - TYP. SEE DETAIL
ON SHEET C-5.2 i�)i��i��ii�i���%��ii�
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SEE DETAIL ON SHEET ON C-3.6 I
TEMPORARY SILT FENCE - TYP. I
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STORMWATER MANHOLE # 31 I I
TEMPORARY STOCK PILE AREA A I 1 TEMPORARY STONE SILT
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FENCE OUTLET- TYP. SEE
DETAIL ON SHEET C-3.6 1
TEMPORARY CONCRETE WASHOUT. \ i»i�i»»»»»> N
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SEE DETAIL ON SHEET C 3.8
LIMITS OF DISTURBANCE - TYP. \ \`
12.78 AC+
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ENTRANCE. SEE DETAIL ON
SHEET C-3.6.
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J GRAVEL INLET PROTECTION. SEE
DETAIL ON SHEET C 3.6.
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ON SHEET C-5.2
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TEMPORARY DIVERSION BERM - TYP.
SEE DETAIL ON SHEET C-3.6
LINE SPILLWAY WITH NCDOT TYPE 2 1
WOVEN GEOTEXTILE FABRIC
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SEE DETAIL ON SHEET ON C-3.6
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LIMITS OF DISTURBANCE - TYP.
12.78 AC±
V CH TY MAP
NTS
EROSION CONTROL NOTES:
CLASS "B" RIPRAP OUTLET
PROTECTION
La (RIPRAP LENGTH): 16'
W(OUTLET END): 18.5'
W(PIPE END): 7.5'
PIPE DIA: 30"
MAX STONE DIA: 12"
APRON THICKNESS: 18"
( x 2. CONTACT NCDEQ EROSION CONTROL INSPECTOR TO ESTABLISH APRE-CONSTRUCTION SEE INSTALLATION DETAIL ON F S U
SHEET C-3.9
�� 1Q 3. CONTRACTOR TO CLEAR ENOUGH TO INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
4. CONTRACTOR TO CLEAR ENOUGH TO INSTALL ALL TEMPORARY SILT FENCE AND SILT FENCE
7�d I I OUTLETS AROUND PERIMETER OF THE SITE, AND INLET PROTECTION ON ANY EXISTING INLETS
SUBJECT TO CONSTRUCTION RUNOFF.
5. CONTRACTOR SHALL INSTALL STORMWATER MANHOLES # 30 & 31, CORRESPONDING PIPES, AND
RIP -RAP OUTLET PROTECTION PRIOR TO TEMPORARY SKIMMER BASIN(S) BEING INSTALLED.
J 2Q \ I I I I I I of I I 6. CONTRACTOR TO INSTALL TEMPORARY SKIMMER BASIN(S) 1 & 2, AND TEMPORARY SLOPE DRAINS.
0. I 7. ONCE TEMPORARY SKIMMER BASIN(S) AND STORMWATER MANHOLES # 30 & 31 HAVE BEEN
\ I I IIIIIII I I INSTALLED CONTRACTOR SHALL INSTALL TEMPORARY SKIMMER PIPE(S) TO THERE
CORRESPONDING MANHOLES.
\
TEMPORARY ROCK 8. ONCE TEMPORARY SKIMMER BASIN(S) AND TEMPORARY SKIMMER PIPES HAVE BEEN INSTALLED
PIPE INLET I CONTRACTOR TO CLEAR ENOUGH TO INSTALL TEMPORARY DIVERSION BERMS.
PROTECTION L - TYP. I 9. ONCE ALL PHASE 1 EROSION CONTROL MEASURES HAVE BEEN INSTALLED CONTRACTOR SHALL
SEEDE \ I CONTACT EROSION CONTROL INSPECTOR.
SHEET C-3.6. I I
1. SEE SHEET C-3.0 & C-5.0 FOR GRADING, STORM DRAINAGE AND OTHER NOTES. SEE SHEETS
C-3.6-C-3.9 FOR EROSION CONTROL DETAILS.
2. SEE EROSION CONTROL SHEETS FOR SEQUENCE.
3. ALL CONSTRUCTION TRAFFIC SHALL USE THE TEMPORARY CONSTRUCTION ENTRANCE AS INDICATED
ON THIS PLAN.
4. THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
CONSIDERED A CONDITION OF GENERAL PERMIT - NCG 010000 AND MUST BE
FOLLOWED AND IMPLEMENTED.
5. THE FOLLOWING ITEMS ARE REQUIRED TO BE AVAILABLE ON SITE:
a. LETTER OF E&SC PLAN APPROVAL.
b. LAND -DISTURBING PERMIT (LDP)
C. E&SC PLAN
d. SELF -INSPECTION REPORTS.
e. RAIN GAUGE
8. NO GRADING/CLEARING UNTIL LDP IS OBTAINED. NO MASS GRADING UNTIL PERIMETER E&SC
MEASURES ARE INSTALLED AND PROVIDED WITH GROUND COVER AND APPROVAL IS GRANTED FROM
EROSION CONTROL INSPECTOR.
9. THE PERMITTEE SHALL COMPLY WITH REQUIREMENTS FOR INSPECTION AND MONITORING, AND
PROVIDING AND MAINTAINING CONTROLS SPECIFIED FOR STORMWATER DISCHARGES ONCE
DISTURBANCE HAS BEGUN ON THE SITE AND UNTIL COMPLETION OF CONSTRUCTION OR
DEVELOPMENT AND THE ESTABLISHMENT OF A PERMANENT GROUND COVER.
10. CONSTRUCTION SITE POLLUTANTS MUST BE MAINTAINED ON -SITE AND NOT ALLOWED TO REACH THE
STATE'S WATERS. ANY SPENT FLUIDS FROM CONSTRUCTION TRAFFIC MUST BE CLEANED UP AND
DISPOSED OF PROPERLY. ANY HERBICIDE, PESTICIDE AND FERTILIZER MUST BE USED IN
ACCORDANCE TO THE LABEL RESTRICTIONS. ALL WASTES COMPOSED OF BUILDING MATERIALS
SHALL BE DISPOSED OF IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUES, CHAPTER 130A,
ARTICLE 9 - SOLID WASTE MANAGEMENT, AND RULES GOVERNING THE DISPOSAL OF SOLID WASTE
(NC ADMINISTRATIVE CODE SECTION 15A NCAC 13B). NO DUMPING OF PAINT AND OTHER LIQUID
BUILDING MATERIAL WASTE IN STORM DRAINS. CONCRETE MATERIALS ONSITE, INCLUDING EXCESS
CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS,
WETLANDS OR BUFFERS. NO CONCRETE SLURRY SHALL BE DISCHARGED FROM THE SITE.
11. BORROW FILL MATERIAL FROM OFF -SITE SOURCE SHALL COME FROM A SITE THAT IS COVERED
UNDER AN ACTIVE LAND -DISTURBING PERMIT. SOIL MATERIAL TO BE WASTED OFF -SITE SHALL BE
WASTED ON A SITE THAT IS COVERED UNDER AN ACTIVE LAND -DISTURBING PERMIT. CONTRACTOR
SHALL PROVIDE DOCUMENTATION AND LAND -DISTURBING PERMIT NUMBER OF ALL BORROW SITES
AND WASTE SITES USED FOR THIS PROJECT TO THE OWNER AND EROSION CONTROL INSPECTOR
FOR RECORD FILE.
12. THE FINANCIALLY RESPONSIBLE PARTY SHALL ENSURE THAT THE GENERAL CONTRACTOR/GRADING
CONTRACTOR/BUILDER PREVENT SEDIMENTATION FROM LEAVING THE SITE BY THE CONSTRUCTION
TRAFFIC. IN ADDITION, THE GENERAL CONTRACTOR/GRADING CONTRACTOR/BUILDER SHALL HAVE ON
SITE THE MEANS TO REMOVE ANY SEDIMENT TRACKED ONTO THE STREET. IF CONDITIONS REQUIRE,
EQUIPMENT MUST BE ON SITE TO WASH TIRES OF VEHICLES PRIOR TO ENTERING STREET.
EROSION CONTROL SEQUENCE:
PHASE 1:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT, AND NCG01 CERTIFICATE OF
COVERAGE FROM NCDEQ. THESE PERMITS MUST BE ONSITE AT ALL TIMES DURING
CONSTRUCTION.
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TEMPORARY SKIMMER BASIN #1
I EROSION CONTROL LEGEND:
'
SEE SHEET C-3.6 FOR CONSTRUCTION DETAILS
SEE SHEET C-3.9 FOR CALCULATION SHEET
Q10=18.13CFS
DRAINAGE AREA 7.04 AC
(((((((((((((((((((((((((((((((((((((((((( TEMPORARY DIVERSION BERM
BAFFLES
7
DISTURBED AREA 7.04 AC
SURFACE AREA REQUIRED 5,777 SF
SILT FENCE
SKIMMER BASIN
o`°
SURFACE AREA PROVIDED 6,672 SF
I
SEDIMENT STORAGE REQUIRED 12,672 CF
SEDIMENT STORAGE PROVIDED 17,010 CF
SILT FENCE W/ STONE OUTLET
752
BASIN DEPTH 4.5 FT
EXISTING CONTOURS
TOP DAM ELEV. = 1248.50
750
SPILLWAY ELEV. = 1247.00
- - - - DISTURB LIMITS LINE
BOTTOM ELEV.=1244.00
750
PROPOSED CONTOUR
SPILLWAY LENGTH = 20.0'
EXISTING TREELINE
HARDWARE CLOTH AND
SKIMMER SIZE = 3.00°
13
STONE INLET PROTECTION
SKIMMER ORIFICE = 2.00"
TEMP CONSTRUCTION
DRAW DOWN TIME = 3.81 DAYS
ENTRANCE
O
ROCK PIPE INLET PROTECTION
TEMPORARY STONE SILT
FENCE OUTLET- TYP. SEE
DETAIL ON SHEET C-3.6
TEMPORARY SILT FENCE - TYP.
SEE DETAIL ON SHEET C-3.6
50 0 50 100 150
d p
stimmel
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
LAND PLANNING
601 N. TRADE STREET, SUITE 200
WINSTON-SALEM, NC 27101
P:336.723.1067 F:336.723.1069
www.stimmelpa.com
SEALS
CA
:a SEAL
044053
03-14-22
G IN �p�`1�
CRP\\`��
PROJECT:
CLIENT:
Tom Anastasi, PE
Sheetz, Inc.
Engineering Permit Project
Manager
5700 Sixth Avenue
Altoona, PA 16602
DATE: 02/23/2022
REVISIONS:
Q NCDEQ COMMENTS 03-14-22
DRAWN: KDB
JOB. NO: 21-085
SHEET TITLE
EROSION
CONTROL
PH 1
SCALE: AS NOTED
SHEET NO.:
C=3m3
I
0
a
U
U
North
SCALE: 1 " = 50'
© STIMMEL ASSOCIATES, P.A.