C300 EROSION PRE

_ PIN.•4724585001
0 TERRY W CASE
O 957 A/W BARBARA CASE
DB 964 PG 1582
(ZONED: 5-3)
~ I
955
FOUND
CITY OF STATESVILLE \ \ ` \ \ \ \ \ \ - - - �' - - A)
/ \
I \ \ \ \ \ \ PIN.•47245862959- \ 1 1 1 I \ \ \ \ \ \ I IREDELL STATESVILLE
VICINITY MAP \ \ I 1 \ \ \ \ / / /' \ \ \ \ , \ I 00A), -MON COMMUNITY ENRICHMENT CORP \ \ \ ✓ - \ BUND DB 1738 PG 65
NTS I I \ / � � \ � �
� -- '__ \ /� (ZONED • 5-,3)
] /ON�/P l\\\ GACA
DUND 95
v _ f vv� v \ \ \ v
vv// �'_ �
,�� �l I CSS 949 / \\` ♦ 1 I �- / i
37
949 ' f
i / I \ l \ \ / i / /'` �/ \fie♦ N26. hti /
_ - PERM. OUTLET / I
� g R/N•4724571621
CONTROL STRUCTURE C504 92 I \ \
� STATE OF NORTH CAROB//alb
\ ` OB 1062 PG t527-
-
527
- -- ` `v / / i �g5� ♦ i i / -
i 5 OUTLET \ (ZONE B-5) � / 943
/ �� �/0' �► - / I
TEMP. POROUS 10 \ C500 PROTECTION (TYP.) �3S _ AC�NT I �� / _
l ( BAFFLES (TYP.) C500
v V A -93 PLACE 61LT FENCE NO \ /
/ TEMP. SILT I / / l - �5\eq0
� \ I CL05ER THAN 8� I FENCE (TYP.) C500 %� \ ♦ I g56
- REQAR v 6 TEMP. SEDIMENT FROM PROPERTY LINE I �' ���
37 o C501 BASIN 0 // _ \
/ - FES 32 r
Z-/
�N04'40S�Ji784.85' ////'/FOUN/ � \ 96'8' TYPE ABUFFER %Tr
- 10 REAR ETB-�-_ -+- / �� �_
933 ° I� -1 953 - - �- - / F' \\\♦ \ \
--� \ 932 � � �- /
\ �// �3S 937 935 I I // / OjN1 9N
95 / /'
_ - IREDELL COUNTY
- DB -1 -173 -PG 25�' 1 935 / / / ' /' / - -\ \ -/� \ " / \ \\\\ ♦ C
DS 1082 PG 1549/ - - N OSI 933 / / / / �j0
PSJ7 PG 87 I �• �\ 242.7' 9 / 942 // 956 /�-g57--�`-�_ / 5 \
EXISTING WOODED / .� / / / - �\ ♦ 1S /�
\ \ FES 31 / / � / �---^�--- _ '-\�-------^ i/ \ � g � \ oo' /
AREA TO REMAIN �\ �\
933__/� J // //,
/�\\ �,------\\ / IPF
l
936 / � �'� / / / / / / / � / � � / / � - - 1 � � /
\ / \ - v
�� / � / �l � � / / / J �h� l AlR R
l✓ J / 939\� I \ / / / / / / �I / l l / �-----\\ 16 J� �/ /
,9Qo Cl 12 / / / / / / , / / / I N, PERM. DIVERSION Z _ - - - -_ -j- - \
g^J� / / Oh C500 6WALE CLEAN WATER �9Eo 7 _�
$ TEMP. DIVER610N 6WALE / /
�•
��"^ 1 \\ I �\ _ - / / // / C500 (TYP.) (MAINTAIN 6WALE AT / / / / / / r / /- T /� \
1 1
EDGE OF EMBANKMENT A5
FILL 16 BEING PLACED) / / / / / / I / / /' C
i / I f ( D� IRON PIPE 957 .� �
i 9 \ 4 TEMP. DRAINAGE / / I • / 7 I I I / / \ \ rF /Np
\ / "� / \ \ /
i 1 938 \ a C500 IN/ET PROTECTION / / I / / / R / / I I I I I DRAINAGE
BOUNDARY
I I I�IROM
OUNP/PE / �� / 95 g55/ 0� ♦ �J / / ��
TEMP. CONTOUR6 s - / / / / // / / l I I °' I I h i
� /
EgSEME / / / / ( a� // / I / I (, I I I iENCROAC ENS 62
PROPOSED 6 I / ) I I EX. DS /
\ u / / / / / N /- TIMBER RET WAL
� ' / ANP -CHAIN LINK -FENCE
o g41 I /'\ N \ I^�6�E, eq�l / �, / / . 960
-941 - --1 I I I I I � � � I \ \ � � / � Yq / o ' PIN.•4724581353 / o, � �
/ / f l l `� ROBERT M JOHNSON J /
AlW-CAROL YN S JOHNSON _
943 �� \ / _ _ I I R ( �-� JJ) / �_ a OB 816 PG 245 -- i AT&TiZCSEMENT
9 / 7 x �� 943 `\ \ / /' / i / / l l I I I / \ \ I \\ \ �- - _� - l DKOANDMENT- C �\ 9� / (/ZONED ??? ) l3�
/ OB -857 PG 1889
42 .
REBAR 1 \ 1 \ _
� 42 /
J UM HOUSE 1� �/
X-� 3.98 _F0 I \ / / - g44 / 1 Oh / ` 5� / i
C / � 9 \ u\ / EX. SHE
(SUB STAT/ON)
I �� REBARRAPE M_YRTLE(TY� - \ \
S dYP 2UND - - 94>- / i l / I I A v �� 9 �- // i i �I - / 64
- v J _ 9
945-� � � �� X94
P/N.•4724
g55 \� , / /
�� FARRA H BROWN/' T l
9 /EST FILE 13E 622 v
DB 1945 PG 664
_ 946 � \ o � � I - � � � 7 � I i
\ rn m / / I \ I I I /- - - 95 / J / ` (ZONED 8-4) \ -\� �� I 1
N / REST ENT/AL / /
®W
EXST(NG W9ODE0
AREA �O REMAIN
6 /
NNO
•4724571621 \ \a? °� k� 6EDIMENT BA61N / / _� �\ f �P -
TATE OF NORTH \ 9 / - 5 /\ ' `VJ�
I �� AROL/NA �\ 945- /f DRAINAGE BOUNDARY /-_-\ �---954--_`^`--��aoh0V
I
_DB
L/SBETH WILLIAMS � DBS 1062 PG 1527 \r� / (6.98 ACRES)
ti DB 2240 PG 2094 (ZONED: CU -6 B-5) v �/ / / v - - - - -� - - - _ %Q 0� �'
(ZONED: R-20) VACANT �� / '9S>� - -------952 �l l /
Iq
01
1 �=c f- / \ 950 51 �� - Q� / � 0�
COUNTY ` �8� --946--
PG 948
253 \ /
g� 159 I ✓ \� J`--� 1- -_- \ I ��G kl� A�
��
i
�_--- 947 / / //
R2 IN
I � 1 \ �� \ I _ �v, / -vim �> 9�� ti v
II I o 1 >� I I __ __ - 7 , �// / 5� 962 �ti
I 946 �- / / % /9 / / r / - r �QC� J
44 / / / / � 5/ �Ory� �4�00 / - - -
9 / / g5 11RON1 PIPEQ� - Z
�FO�C/ND S/ �� I l / / C •g6 4Q / / / \
944_
.946 f / Z TEMP. CONSTRUCTION 9 TEMP. FILTER I V /
9 - - - - I a, CONSTRUCT CLEAN WATER 6WALE 0 _
TEMP. FILTER BERM 43� MH 36 / C500 ENTRANCE (TYP.) C500 BERM INLET I 1 I TO DIVERT RUNOFF AROUND THE ` q ! \ / /
1 I C500 INLET PROTECTION 9 PROTECTION 1 /
�5'FRO \ K I CONSTRUCTION AREA. - , - �, Fip1,, `� _
--- -
�C - - -
\ IRON PIPE / / off a off u H o off u off u off ' G rP� \ \ \- _ - -
/ / / / /d off/u i!PROPOSED R W off/u off/u off/u off/u /u oH/ off/u oHlu off/u'� \ - �L - - --'�-or�ir= - �Hi i - -o�u-\ �1 /
FOUND / / ®� 1R TPE / FES 37 -S - JJ �� -- ��� ___ -_ �__ /�' �H/� \
/ �+ -
ES -- ---wY w w o-�- 947--, w
T
- -�-Wy IN -941. .o _ -Ex. f0P - 946 - T _T / l - - ✓ \
- " w -vet -
_ _ -944 945 EXIST. PROPERTY LINE °p 3 1121.8-
\ - 4 -C /N PAVEMENT EX. EOP 4 9 8 �9sc4'3 "bV�
- - -94 - � - -� � - -946 - - _ �•9 � Sr '9 9 � � 3;1
� `S�, � � �-
- - _ _ CP /N PAVEMENT
_ wv
f'' R I STOL I _�_ ]w-REBW FouND FAST - \ nW- FOUND EAST ------
J
---- RSR / ,,
- 945 �� 9 eRhroc ORnE \ �� of aelsToc DRNE
-942- �c / gq5 946 2.4 - _ \ Ear�6 pro El�r sss22' _ ----
- -
- -- N.•1747671.22 N:7486547.T7..6
61386 NO RECORDEDS/VOt1VD) 5g41 4- _ -
_
\
_
EROSION CONTROL NOTES: CONSTRUCTION SEQUENCE: SELF INSPECTION REQUIREMENTS
1. 501E STABILIZATION SHALL B E ACHIEVED ON ANY AREA OF SITE WHERE
11. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL
COMMISSION -DEFINED HIGH QUALITY WATER ZONE (15A NCAC 04A. 0105),
1. VERIFY GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
1. ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES,
LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON A5INCLUDING
2. FLAG LIMITS OF CLEARING AND PROVIDE TREE PROTECTION WHERE INDICATED.
SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS,
PRACTICABLE BUT IN ANY EVENT ON ALL OF THE SITE WITHIN 7
SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY
1A. ALL PERIMETER DIKES, SWALES, PERIMETER SLOPES AND ALL SLOPES
CALENDAR DAYS FROM THE LAST LAND-DISTUR
DISTURBING ACT.
3. HOLD A PRE -CONSTRUCTION CONFERENCE WITH THE CONTRACTOR, JOB SUPERINTENDENT,
SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
FORMS OF INLET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
AND EROSION CONTROL OFFICIAL.
DISSIPATERS, STABILIZATION METHODS OF OPEN CHANNELS, AND GROUND
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
1J. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
COVER SHALL BE INSPECTED BY THE GENERAL CONTRACTOR.
LAND -DISTURBING ACTIVITY.
REQUIRED BY A REPRESENTATIVE OF NCDEQ STAFF. ANY LAND -DISTURBING
4. INSTALL SILT FENCE, STORM PIPE WITH INLET PROTECTION, SEDIMENT BASIN, DNER510N
ACTIVITY >1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE
DITCHES, AND OTHER MEASURES A5 SHOWN ON SHEET C300, CLEARING ONLY A5 NECE55ARY
2. THE DIMENSIONS OF THE BASINS SHALL BE CHECKED AND COMPARED TO
GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT
TO INSTALL THESE DEVICES.
THE DIMENSIONS ON THE APPROVED SEDIMENTATION AND EROSION
113. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
D16CHARGE ELIMINATION SYSTEM (PERMIT NO.NC6010000). ANY PERMIT
CONTROL PLAN. NOTIFY BENESCH IF THE DIMENSIONS OF ANY OF THE
PERMANENT STABILIZATION WITH GROUND COVER AS 50ON AS PRACTICABLE BUT
NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE
5. CALL FOR ON SITE INSPECTION BY INSPECTOR. WHEN APPROVED CLEARING AND GRUBBING
EROSION CONTROL MEASURES DEVIATE FROM THE PLANS.
IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ENFORCEMENT ACTION BY NCDEQ.
MAY BEGIN.
ACTIVITY.
3. A "SELF -INSPECTION REPORT FORM FOR LAND DISTURBING ACTIVITY" (AS
2.
DISTURBED AREAS DRAINING GREATER THAN ONE ACRE MUST HAVE AN ER06ION
6. ROUGH GRADE SITE, STOCKPILE TOPSOIL, INSTALL DRAINAGE PIPE, INSTALL INLET AND
REQUIRED BY NCGS 113A-54.1) 15 PROVIDED WITHIN THE SPECS.
1C. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE
CONTROL MEASURE THAT DRAINS FROM THE WATER SURFACE ELEVATION.
OUTLET PROTECTION, AND CONSTRUCT DITCHES AS SHOWN.
ALTERNATIVELY THE OWNER OR DESIGNATED REPRESENTATIVE COMPLETING
FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY;
3.
REQUIRED ARMY CORPS 404 PERMIT AND WATER QUALITY 401 CERTIFICATION
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
THE INSPECTIONS MAY MAKE NOTATIONS ON THE COPY OF THE APPROVED
MUST BE OBTAINED FOR STREAM DISTURBANCES OVER 150 LINEAR FEET.
DEVICES AND STRUCTURES.
EROSION AND SEDIMENTATION CONTROL PLAN THAT 15 KEPT ON THE
11). EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
PROJECT SITE. DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
4.
ANY BORROW OR WASTE MATERIAL SHALL BE TAKEN/PLACED ON A SITE THAT HAS
8. CONSTRUCT BUILDING AND PARKING LOTS AND INSTALL UTILITIES.
AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
COMPLIANCE IMPRACTICABLE.
AN ACTIVE APPROVED GRADING PERMIT. IF THIS IS NOT OBTAINABLE, THEN
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY
CONTRACTOR MAY SUBMIT PLAN FOR APPROVAL TO NCDEQ PRIOR TO ANY
9. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE,
COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS
1 E. ALL SLOPES IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER
OFF-SITE BORROW/WASTE AREAS BEING DENUDED AND ANY GRADING OPERATIONS
EACH MEASURE, PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION
WITHIN 7DAYS EXCEPT WHEN THE SLOPE 15 FLATTER THAN 4;1. SLOPES LE55
STARTING ON THIS SITE.
10. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES THAT MAY NOT BE SHOWN BUT MAY
AND SEDIMENTATION CONTROL PLAN. ALL DOCUMENTATION AND/OR
'
THAN 50 SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES
5.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN 15 A VIOLATION
BE NEEDED.
REPORTS OF INSPECTIONS MUST BE MADE AVAILABLE ON THE SITE.
SEE SHEET C301 FOR LEGEND
ARE STEEPER THAN 3:1, THE 7 DAY REQUIREMENT APPLIES.
OF THE NCDEQ ER05ION CONTROL ORDINANCE AND 15 SUBJECT TO A FINE.
4. THE SELF -INSPECTION REPORT 15 TO BE COMPLETED AFTER EACH PHASE
11. IN PAVED AREAS, REPLACE GRAVEL INLET PROTECTION WITH SILT SACKS AFTER PAVEMENT
OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN 15
1 F. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 DAY
6.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
HAS BEEN PLACED.
COMPLETE. THESE PHASES APPLY FOR THIS PROJECT:
GROUND COVER REQUIREMENT.
15 A VIOLATION OF THE NCDEQ EROSION CONTROL ORDINANCE AND 15 SUBJECT TO
4.1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
A FINE.
12. FINE GRADE SITE. PLACE TOPSOIL. IMMEDIATELY PROVIDE PERMANENT VEGETATION A5
MEASURES;
SHOWN IN THE SPECIFICATIONS OR ON THE DRAWINGS.
•
16. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 DAY
7.
ANY AND ALL SITE FINES IMPOSED BY NCDEQ OR ANY OTHER GOVERNING AGENCY
4.2. CLEARING AND GRUBBING OF EXISTING GROUND COVER;
GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
SHALL BE PAID BY THE GRADING CONTRACTOR.
13. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL
4.3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS;
MEASURES.
4.4. INSTALLATION OF STORM DRAINAGE FACILITIES;
,
1H. ALTHOUGH STABILIZATION 15 USUALLY SPECIFIED A5 GROUND COVER, OTHER
8.
SLOPES SHALL BE GRADED NO STEEPER THAN 2;1. FILL SLOPES GREATER THAN
4.5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT;
NORTH
METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE ALLOWED ON A
10 REQUIRE ADEQUATE TERRACING.
14 . ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
4.6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO
CASE-BY-CASE BASIS.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
RESTRAIN EROSION.
9. TOTAL DENUDED AREA. 10.55 ACRES.
15. AFTER THE SITE HAS BEEN COMPLETELY 5TA13ILIZED (SEED 4 PAVED) FLUSH SEDIMENT FROM
STORM DRAINAGE PIPE. OBTAIN PERMISSION FROM NCDEQ TO CONVERT THE TEMP. SEDIMENT
13A51N TO THE PERMANENT BMP.
Y:\charlotte\17000100S\17000142.00_Iredell_Safety-Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 EROSION.dwg, C300 EROSION PRE, 5/22/2017 10:34:40 AM
Know what's below.
Call before you dig.
50 0 25 50 100
SCALE: 1 " =50'
adw •
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
EROSION CONTROL
PLAN -
PRE -DEVELOPED
DATE
PROJECT NO
REVISIONS
NO DATE
DESCRIPTION:
5.22.2017
16029
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
h0,g%W. tle799AnP4 q®�,9�9
471
15
a x�" ,
o ,
SEAL
SHEET NUMBER