NCC190271_ESC Approval Submitted (2)_20190514

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KIMBERLY J. ALLEN coroc/ STATE OF N.C.
. s/w 1 4 I/ LOT 2 PB 3 109
LOT 23 PB SB PG 111 II � � I RN 0820-08-98-8-4817
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TOTAL AREA OF
DISTURBANCE = 5.70 ACRES
PIN 0820-08-98-291J \ STATE OF N.C. LEGEND
LOT 6 PB 3 PG 109
PIN 0820-08-98-6856
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rn "� ASPHALT PARKING LOT \ 3 STATE OF N.C. I STATE OF N.C. I FFE-369.55 STATE OF N.C.
LOT 3 PB 3 PG 109
ou \ LOT 4 PB 3 8- 56 LOT 5 PB 3 B- 109 LOT 7 PB 3 8- 109
LO cn PIN 0820-OB-9B-5806 STATE OF N.C.
PIN 0820-08-98-5856 PIN 0820-08-98-6806 PIN 0820-08-98-7806 LOT 8 PB 3 PG 109 STATE OF N.C. STATE OF N.C. I I ROCK CHECK DAM
LOT 49 PB 1A PG 108 STATE OF N.C. STATE \ I I I 36g \ PIN 0820-08-98-7855 P/N 0820-08-98-8805 LOT 08 PB -9 -8 5 LOT 45 PB -9 -9 5 LOT 0820- � 9 -9 108 'S'
PIN 0820-08-98-9805
rt � PIN 0820-08-98-8855 LOT',
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OUT=361 6 - 61„B(E) / / CONCRETE S / 9"JMAPLE O I BOWLING LANES
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1N=358.01(NE) �� ul RIM= T{� t b LD / A� �D / / �g S 89'0 j 2 W /LD85.41' / / V 3 / / NIM3448.52 / / CONSTRUCTION
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PIN 0820-O-08-98-i776 3 75 RCP a
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1N=359.8(N) a 3 H I I 6 .4 I / PARK LOT
MAINTENANCE SCHEDULE FOR EROSION CONTROL DEVICES UT.8(E) O=3
UT59.6
SEDIMENT BASINS/TRAPS /I / / �I \ \\ \ I �\ \\ \\ \ \ \\ \\ \\
ALL SEDIMENT BASINS/TRAPS SHALL BE CHECKED FOR STABILITY AND 3 J \
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL IN EXCESS OF 1" a 3 N
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NECESSARY REPAIRS ~ / / / \\ \ \ I \ \\ \ \\ \ \\ \ \
SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED.
SEDIMENT BASINS/TRAPS SHALL BE CLEANED OF SEDIMENT WHEN THE LEVEL OF - - aRIUERETE
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t I I I I I 1M=354.1 \ I I I RCP CONCRETE AL T
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INLET PROTECTION KATRINA WALKER N �� _ \ - l I I I - \ \ \ o 2 X� \ ^ DN E WA 8„ 01, k
INSPECT INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL LOT 2 PO 7 Pc 1B a 3 3 `� / \ 1 -370.2 I -
P/N 0820-08-98-1632 lNV=370.1 �,
IN EXCESS OF 1". SEDIMENT SHALL BE REMOVED FROM THE INLET PROTECTION y P Ny=�1. @OR, D 12 ALLEY PB 6A PG 87 PB 5B PG 135 & B 18B PG 134 - \� L \ \ \ -- 3019. 9(NE)-
0 / / 0 ALLE PB 73 53 \ \� \ J ` \ \ \ \ - - -� � Rld
DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. / - / / o / K 29°AK \ o t _ - \ \ \ \ ` \ _ - - -� �� 33 �p
STONE SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO _ \ o� / 2
LONGER DRAINS PROPERLY. ANY DAMAGED POSTS, SILT FENCE OR WIRE MESH / �y� m SOA"9REE I a74ELM
FABRIC SHALL BE REPAIRED OR REPLACED IMMEDIATELY. coNc a p0 0� m - - - - _ _
DR/t/E ET ou ' / /7 o
DISSPATER PAD / p / / C m /
THE DISSIPATER PADS SHALL BE INSPECTED ONCE A WEEK AND AFTER EACH o� -/ / / n _ l A E \
RAINFALL IN EXCESS OF 1". IN THE EVENT THAT THE RIP RAP BECOMES CLOGGED NICOLAS CELLE / STATE OF N.C. / K BLO K W e 9 s 9
I a \ LOTS 1-3 PB 6A P 87 � / II
LOT 1 PB 7 PG 18 '1 cATE
WITH SEDIMENT BOTH THE RIP RAP AND FILTER FABRIC SHALL BE REPLACED.
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/ PIN 0820-08-98-3542 k WADO INC.
PlN 0820-OB-98-1527 y \ / / " h / STA E OF N.C. ` TONY LONG CAESAR JACKSO LOT 7 PB 6A PG 87 KATRINA D. MCCOY SAMUEL DURANGO, LLC ISARAH CHARLES FA YE E. RAY SARAH GRA�� YULIYAN KATRANDZHIER WILLIE L. GRAY PAULO 17/GOLO JAMES CARRINGTON JOHNNIE BUMPAS
ANY TEARS OR PUNCTURES IN THE FILTER FACBRIC WILL REQUIRE o W LOT 4 PB 6A PG LOT 5 PB 6A PG 87 LOT 6 PB 6A PG PlN 0820 8-98-5582 LOT 8 PB 6A PG 87 LOT 9 PB 6A PG 87 4OT 10 PB 6A PG 87 LOT 11 PB 6A PG 87 LOT 12 PB 6A PRRRRRR 7 LOT 1 PB 6A PG 87 LOT 2 PB 6A PG 87 LOT 3 PB 6A PG 87 LOT 4 PB 6A PG 87 LOT 5 PB 6A P
REPLACEMENT OF THE FABRIC AND ASSOCIATED RIP RAP. \ / / O �U / PlN OB O-OB-98-45 PIN 0820-08-98-4582 P/N 0820-OB-98-5532 I PIN 0820-OB-98-6522 P/N 0820-08-98-6582 N 0820-08-98-7532 PIN 0820-08-98-7572 PIN 0820-08-98-8552 PIN 0820-08-98-9542 PIN 0830-05-08-0501 PIN 0830-05-08-0551 PIN 0830-05-08-1501 I PIN 0830-05-08-
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SILT FENCE 3 / / ° UQ / STORAGE I �� 80 BLOCKX
INSPECT SILT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL IN NV=369. 7� INV=3/ BR/CK = a/ 1
EXCESS OF 1". MAKE ANY REPAIRS IMMEDIATELY. REPAIR OR REPLACE ANY 54"OAK CONCRETE SIDE
FENCE COLLAPSE (WOVEN WIRE FABRIC, SILT FENCE FABRIC, POST) OR TEAR o p II n W
PROMPTLY. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN I �/ /
IT REACHES A DEPTH OF 1.0 FT. REMOVE SEDIMENT DEPOSITS AS NECESSARY 3 '� ° - o E STORY ONE STORY Qo
B TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN EVENT. KATRINA WALKER $ a 375 20NESCK RICK r BRICK JN
LOT 2 PB it PG 19 ° y g TWO STORY / `O
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P/N 0820-08-98-7572 / (, FRA r• ¢ m
SILT FENCE OUTLETS / 4 AJLUMNI yE oay n
SEDIMENT SHALL BE REMOVED FROM SILT FENCE OUTLETS AND STONE SHALL BE \ _ HOUSE AME / o� FFE=37796 ONE STORY °
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS a ° \ P L gNaNG / ccvc. m ■ n N
PROPERLY. oNCR 3 LD ! BART/q
ASEMENT
TEMPORARY DIVERSION DITCHES cRIVE r / -37657 ti / ° COVERED COVERED o II y y No
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SHALL BE INSPECTED ONCE A WEEK AND AFTER EVERY RAINFALL EVENT IN ti ♦ W g y z RlM=3s4.s °
of u, W 0 36 c O - - DEBRIS FILLED
EXCESS OF V. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND IMBERLY J. ALLEN 3 on / RLANFR o , �r W z m
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY OT 4 PB 74 PG 26 A/ \ wq°RErA/N,NG °p
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REPAIRS AS NEEDED. / `^ � � � G WAIa o
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CHECK DAMS / )( J O ° °
SHALL BE INSTPECTED ONCE A WEEK AND AFTER EACH RAINFALL IN EXCESS OF
W W 3�4 CEClk STREET \ \ \ \ \
1". REMOVE SEDIMENT AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT �a e"Tc 55 O W �� W W W W ~{ �� We o° W w W W W� W w \ b µ\ W o Q_ W\ \ \ W s
ACCULATES TO 1/2 OF THE DESIGN VOLUME. 41 ss Q,I T� s DlP V ss ss , s5 ss 41 ss ss 41 a s5 ss" P S 8 TC ° \\�„\ �� Q�
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EROSION CONTROL MAT R1M=371. 46 R1M=369.BY / )
1N=364. 92(NE) 11 366.39 9 \ 9 9 9 9 9 9 9 9 9 9 9
REPAIR AREAS OF DAMAGE OR FAILURE OF GRASS STAND ESTABLISHMENT. ANY < 1N=358.62(E) Our-366.2s \ / N=3 .S6 /�
1N=358.61(S) OU 366.97 OUT 351.1
TEARS SHALL BE REPAIRED IMMEDIATELY AND/OR THAT SECTION OF THE LINER - a a
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SHALL BE REPLACED AND RE -ANCHORED. EROSION CONTROL MAT SHALL BE CONCRETE DEWALK lou ti ti ti � \ w w w °O 0u °
MAINTAINED UNTIL SUCH TIME THAT PERMANENT VEGEATION HAS BEEN aW/ WN n I ONCRETE Sl WALK
ESTABLISHED. ° 3>0� ®w ors 2? z? z? Z? z? w v� U� �w �w
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INSPECT DAILY AND AFTER EVERY RAINFALL EVENT. IN THE EVENT THAT THE RIP ' LOTS I & 2 PB 6A PG 87 LOT 3 PB 5A PG 87 LOT 4 PB 6A PG 87 LOT 5 PB 6A PG 87 LOT 6 PB 6A PG 87 CO LOT 7 PB 6A PG 67 LOT 8 PB 6A PG 87 LOT 9 PB 6A PG 87 LOT 10 PB 6A PG 87 LOT 12 PB 6A PG 87
O CS P/N 0820-08-98-2395 PIN 0820-08-98-3376 PIN 0820-08-98-4326 P/N 0820-08-98-4376 PIN OB20-08-98-5326 PIN 0820-08-98-5376 PIN 0820-08-98-6326 PIN 0820-08-98-6376 P/N 0820-08-98-7326 LOT 11 PB 6A PG 87 P/N 0820-08-98-8355
RAP BECOMES CLOGGED WITH SEDIMENT, THE RIP RAP AND FILTER FABRIC PIN 0820-08-98-7375
SHALL BE REPLACED. ANY TEARS OR PUNCTURES IN THE FILTER FACBRIC WILL I
REQUIRE REPLACEMENT OF THE FABRIC AND ASSOCIATED RIP RAP. UNDER NO BLOCK Y
CIRCUMSTANCES SHALL CONSTRUCTION TRAFFIC ENTER/EXIT THE PROJECT SITE
WITHOUT A PROPERLY FUNCTIONING CONSTRUCTION ENTRANCE. THE
CONTRACTOR SHALL MAKE IMMEDIATE REPAIRS TO ENSURE THAT NO SEDIMENT
IS TRACKED OFF OF THE PROJECT SITE AND INTO THE PUBLIC ROADWAY.
\ / / ADDITIONAL INFORMATION ON
ITEMS LISTED IN LEGEND.
I \ lM= 5 / p `�p4
344 / UT= 40.8 - 0P 344 -
RECf,1BLE
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0 I � W WAT�R 11 1 0- 1I
SEDIMENT REACHES 2.0 FT BELOW THE SPILLWAY ELEVATION. ANY STONE SHALL Q \ v \ \ \ I I FFE=345.34
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
u, a 3 h / @ RE /l l I \ \ \ 1 \ \ \ \ \ \ I I '
PROPERLY. N / // / / I / I 4E-
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SF - - \8F �JS \ \\ \ \\ \ \\ \ \\ \ 1 I w r
EMERGENCY SPILLWAY \ \ \ \ \ \ o o a
I STATE OF N.C. \ \ \ ` I
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THE EMERGENCY SPILLWAYS SHALL BE INSPECTED ONCE A WEEK AND AFTER 3 W / BLOCK A LOT 1 PB 73 PG 53 \ \ \ I 1 ti I I MILLER-MORGAN BUILDING
KIMBERLY ARREOLA pP
EACH RAINFALL IN EXCESS OF 1". IN THE EVENT THAT THE RIP RAP BECOMES PB 123 PG 83 3� / Jm l I P/N 0830-05-08-0647
CLOGGED WITH SEDIMENT, THE RIP RAP AND FILTER FABRIC SHALL BE PIN 0820-08-98-1667 /
REPLACED. ANY TEARS OR PUNCTURES IN THE FILTER FACBRIC WILL REQUIRE11N=9.(w (N�
REPLACEMENT OF THE FABRIC AND ASSOCIATED RIP RAP. 2 / \ / / / / o \ ❑ O 0 O O� \ \ 1 I I I JO I I \ o� r�33.3 I \
1 \ \ 1 F r I I I 11
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INSPECT AT LEAST ONCE A WEEK AND FOLLOWING EVERY RUNOFF PRODUCING
RAINFALL IN EXCESS OF 1". MAKE ANY REPAIRS IMMEDIATELY. REPAIR OR
REPLACE ANY BAFFLE COLLAPSE (POROUS FABRIC, POST) OR TEAR PROMPTLY. I R1M=366.
UT=362. /
SKIMMER
THE SKIMMER SHALL BE MAINTAINED FREE FROM MUD AND IN ACCORDANCE CONCRETE
WITH THE MANUFACTURER'S RECOMMENDATIONS. DR/11E 1 \ \gp I )
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STABILIZATION
ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE TEMPORARY AND PERMANENT
SEEDING SCHEDULES TO MAINTAIN VEGETATIVE COVER.
NOTE:
IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE
SPOIL/BORROW SITE MUST BE INCLUDED IN THE LAND -DISTURBANCE PLAN AND PERMIT
UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND -DISTURBANCE PERMIT.
THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING FACILITIES SUCH AS PIPELINES,
ELECTRICAL LINES, CONDUIT, TELEPHONE CABLE, SERVICE CONNECTIONS, OR OTHER FACILITIES
ARE SHOWN ON THE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL
UTILITIES LOCATED BY THEIR RESPECTIVE OWNERS, FIELD MARK THE UTILITY LOCATIONS, AND
PROTECT ALL SUCH EXISTING FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR
IS FULLY RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS IN ACCORDANCE WITH NC GENERAL
STATUTE - CHAPTER 87, ARTICLE 8, THE UNDERGROUND DAMAGE PREVENTION ACT.
4
SITE AREA DESCRIPTION
PERMETER DIKES,
SWALES, DITCHES AND
SLOPES
HIGH QUALITY WATER
(HQW) ZONES
SLOPES STEEPER THAN
3:1
SLOPES 3:1 OR FLATTER
GROUND STABILIZATION
STABILIZATION
7 DAYS
7 DAYS
STABILIZATION TIME FRAME
EXCEPTIONS
NONE
I►N110
IF SLOPES ARE 10' OR
7 DAYS LESS IN LENGTH AND ARE
NOT STEEPER THAN 2: 1,
14 DAYS ARE ALLOWED
7-DAYS FOR SLOPES
14 DAYS GREATER THAN 50' IN
LENGTH
ALL OTHER AREA WITH NONE (EXCEPT FOR
SLOPES FLATTER THAN 14 DAYS PERMETERS AND HQW
3:1 ZONES)
NOTE: ALL GROUNDCOVER TO BE APPLIED PER CONDITIONS OF THE NPDES PERMIT OR IN CRITICAL AREAS
(PIPE OUTLETS / OUTFALLS) BY END OF DAY.
GROUND STABILIZATION:
A.SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICAL BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICAL BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
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LOT 2 PB 6A PG 87
LOT 3 PB 5A PG 87
LOT 4 PB 6A
PG 87
LOT 5 PB 6A PG
PIN 0820-08-98-9345
PIN 0830-05-08-0315
PIN OBJO-05-08-OJ55
PIN 0830-05-08-1305
PIN 0830-05-08-13�
GENERAL EROSION CONTROL NOTES
1. ALL CONSTRUCTION MUST CONFORM TO THE UNDERGROUND UTILITY PROTECTION ACT. BEFORE YOU DIG, CONTACT THE NC ONE -CALL CENTER AT 1-800-692-4949.
2. ALL WORK SHALL CONFORM TO THE STATE OF NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ALL EROSION CONTROL DEVICES AND MEASURES SHALL
BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NCDENR STANDARDS AND SPECIFICATIONS.
3. PRESERVATION OF TREES (PROTECTED BY TREE PRESERVATION FENCE - TPF) WILL BE RE-EVALUATED AFTER SURROUNDING AREAS ARE CLEARED, BUT PRIOR TO COMPLETION OF CLEARING
OPERATION.
4. SILT FENCE INSTALLED SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION UNLESS OTHERWISE NOTED.
5. TEMPORARY DIVERSION DITCHES SHOULD NOT BE CONSTRUCTED UNTIL SEDIMENT BASINS/TRAPS HAVE BEEN CONSTRUCTED. THEY SHALL REMAIN IN PLACE UNTIL SITE HAS BEEN STABILIZED
WHERE FEASIBLE. DITCHES SHALL BE LINED WITH A STRAW LINER OR IF LESS THAN 2% SLOPE, SEED AND STRAW MAY BE USED. AS SITE IS ROUGH GRADED, CONTINUE TO MAINTAIN
DIVERSIONS AND BRING THEM UP TO GRADE TO CONTINUE FLOW TO THE SEDIMENT BASINS.
6. INSTALL ROCK CHECK DAMS EVERY 100 LF OF DIVERSION DITCH OR AS NEEDED.
7. INLET PROTECTION SHALL BE PROVIDED AT ALL EXISTING AND PROPOSED CURB INLETS, YARD INLETS AND AREA DRAINS LOCATED WITHIN THE LIMITS OF CONSTRUCTION.
8. CONTRACTOR TO DIVERT SEDIMENT LADEN WATER FROM STORMWATER OUTLETS INTO ADJACENT SEDIMENT BASIN BY LEAVING OFF SECTIONS OF PIPE, UNTIL UPSTREAM SITE HAS BEEN
STABILIZED, AND UNTIL OTHERWISE INSTRUCTED BY ENVIRONMENTAL ENGINEER.
9. ALL SPOIL AREAS TO HAVE SILT FENCE ON LOW SIDE OF SLOPES.
10. ANY DEWATERING OF A SEDIMENT CONTAINMENT DEVICE FOR MAINTENANCE, REMOVAL OR CONVERSION PURPOSES IS TO BE DONE THROUGH A SILT BAG. DEWATERING OF UTILITY TRENCHES
SHALL ALSO BE DONE THROUGH A SILT BAG.
11. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING MEASURES AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE LIMITS OF CONSTRUCTION. CONTRACTOR TO INSTALL
ADDITIONAL MEASURES AS NECESSARY AND AS FIELD CONDITIONS WARRANT IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE.
12. CONTRACTOR IS RESPONSIBLE FOR PERFORMING SELF -INSPECTIONS AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
SELF -INSPECTION FORMS ARE AVAILABLE AT:
http://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms
QUESTIONS ABOUT SELF-INSECTION SHOULD BE DIRECTED TO THE NC DELMR OFFICE AT 919-791-4200. MEASURES ARE TO BE CHECKED AND MAINTAINED WEEKLY AND AFTER RAINFALL
EVENTS EXCEEDING 0.5 INCHES. KEEP THE FOLLOWING ON SITE UNTIL PROJECT CLOSURE BY NCDEMLR: RAIN GAUGE, APPROVED COPY OF EROSION AND SEDIMENTATION CONTROL PLAN
WITH PLACARD AND APPROVAL LETTER, COPY OF NPDES PERMIT WITH A MINIMUM OF 30 DAYS OF SELF -INSPECTION RECORDS.
13. PROVIDE A RAIN GAUGE ON SITE TO CHECK FOR RAINFALL EVENTS OF 0.5 INCHES OR GREATER. INSPECT ALL EROSION CONTROL DEVICES FOR MAINTENANCE ISSUES AFTER THESE RAIN
EVENTS.
14. ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL BE LINED WITH NORTH AMERICAN GREEN SC150 EROSION CONTROL BLANKET OR EQUAL.
15. ALL BARE SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE CURRENT NPDES PERMIT, OR, IF IT IS IN A CRITICAL AREA, BY THE END OF THE DAY. ALL DISTURBED AREAS SHALL
BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, UNLESS OTHERWISE NOTED ON THE PLANS. PERMANENT GROUND COVER FOR ALL
DISTURBED AREAS SHALL BE INSTALLED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
DIRT/STOCK PILES SHALL BE STABILIZED AS REQUIRED UNDER THE CONDITIONS OF THE NPDES PERMIT.
16. THE CONCRETE WASHOUT PIT SHALL REMAIN A MINIMUM OF 50 FEET AWAY FROM ANY INLET IF THE INLETS ARE NOT COMPLETELY CLOSED OFF DURING USE OF CONCRETE WASHOUT AREA.
17. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED IMMEDIATELY AT ANY AREAS USED FOR CONTRACTOR EQUIPMENT STAGING, MATERIALS LAYDOWN, SPOIL OR WASTE
AREAS.
18. ALL SEDIMENT BASINS MUST BE MAINTAINED UNTIL ALL UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENT VEGETATION. MAT ALL BASIN SLOPES
WITH A SUITABLE RECP AFTER SEEDING AND STABILIZE ANY AREA BETWEEN BASIN/DIVERSION BERMS AND PROJECT LIMITS OF DISTURBANCE.
2 1 1
40' 0' 20' 40' 80'
GRAPHIC SCALE
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NCDEMLR SUBMITTAL
03/01/18
NCDEMLR RESUBMITTAL
03/29/18
Drawn By: CJR
Project No.
2017032.00
ESCI
OVERALL EROSION
CONTROL
X OF X SHEETS

4 3 2 1
CONSTRUCTION SEQUENCE:
SEE SHEET E SC-100 FOR TOTAL AREA O F 1. OBTAIN LAND DISTURBANCE /EROSION CONTROL PERMIT.
STATE OF N. C. 2. CONTACT DEMLR RALEIGH REGIONAL OFFICE AT 919-791-4200 TO SCHEDULE PRE -CONSTRUCTION MEETING AT
LY J. ALLEN CONC. s/w ( 1 LOT 2 PB 3 109
LOTOT 23 PB 5B PG 111 PIN 0820-OS-98-4817 ADDITIONAL NOTES. DISTURBANCE = 5.70 ACRES LEAST 48 HOURS PRIOR TO COMMENCING LAND DISTURBING ACTIVITY.
23 \ � I � II 8-
PIN 0820-08-98-2913 \^ \ \ I CP I I STATE OF N. C.
a 1 I LOT 6 PB 3 PG 709 3. INSTALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES, APPROPRIATE INLET PROTECTION FOR
� PIN 0820-08-98-6856
STATE OF N. C. I I EXISTING STORM DRAINS AND CONSTRUCTION ENTRANCES PRIOR TO SITE DEMOLITION.
\ CD I ^� ASPHALT PARKING LOT I STATE OF N. C. STATE TE OF N.C. FFE=369.55 STATE OF N. C.
LOT 3 PB 3 PG 109
ou LOT 4 PB 3 PG 109 LOT 5 PB 3 PG 109 LOT 7 PB 3 PG 109
n I PIN 0820-08-98-5806 STATE OF N.C.I 4. INSTALL REMAINING PHASE I EROSION CONTROL DEVICES SHOWN ON SHEET C-300 INCLUDING TEMPORARY
-raj_ \ I I �u PIN 0820-08-98-5856 PIN 0820-08-98-6806 PIN 0820-08-98-7806 STATE TE OF N.C._ LOT 8 PB 3 PG 109 STATE OF N. C. STA TE 0, DIVERSION DITCHES WITH ROCK CHECK DAMS, TEMPORARY SKIMMER BASIN #1, TEMPORARY SEDIMENT TRAP #1
\ W I I LOT 49 PB 1A PG 108 STATE OF N.C.
oc I I / - 36,9 PIN 0820-08-98-7855 I PIN OB20-08-98-BB05 LOT 47 PB 7A PG 708 LOT 45 PB 1A PG 108 LOT 43 PB 1
\ PIN 0820-08-98-8855 I AND THE EXCAVATED INLET PROTECTION AREA AS SOON AS DEMOLITION PERMITS. LIMIT CLEARING AND LAND
n l I R1M=366.99 o I z I PIN 0820-08-98-9805
p U Y / PIN 0820-08-
364 3 I I I IN-362. 77 ° I O I I Q ) I DISTURBING ACTIVITY (INCLUDING PORTION OF PARKING LOT DEMOLITION) TO ONLY THE AREA NECESSARY TO
3 I I OUT-362.16 U I o (I CONCRETE
INSTALL THE PERMITTED MEASURES.
p - / I N3 I A FONSO ELDER STUDENT U ON 1 6o I / _
/ I \ n h / i I _ - 5. BEGIN SITE DEMOLITION; COORDINATE WITH DEMOLITION PLAN.
MARION MENDOZA CONC. S/w k' o SLOPE DRAIN AT / / -
DB 6885 PG 897 W I I I I R1M=364.3 \ � J - / 0 / 6. PERFORM GRADING OPERATIONS FOR CONSTRUCTION OF NEW BUILDING AND SITE FEATURES. INSTALL NEW
\ \ I 1N=354.5 FFE=375.51 ° \ - RIM=I 68.5 DIVERSION DITCH OUTLET _ 36 I / STORM STRUCTURES AND STORM DRAIN PIPE. INSTALL NEW STORMWATER MANAGEMENT DEVICES
PIN 0820-08-98-2818 U 1 n
0 3 � I � I OUT=354.2 \ - - OUT 366.4 CON RETE / i
RIM= 366.5 O �u
U I IRIM=36. 4 I , . 375 ° o - (DETENTION PIPES AND SAND FILTER), ENSURING THAT THESE DEVICES ARE NOT BROUGHT ON-LINE UNTIL ALL
I OUr=362.4 BLOCK RETAINING WALL 1 CONCRETE S W ( FE=369.58 n / / ,AREA UNDER L T�VCT16N
RlM 36 .3�„p p I 6: BIKE / I n J I W / / RIPRAP APRON AT SKIMMER BASIN - J UPSTREAM DRAINAGE AREAS ARE STABILIZED. MAINTAIN SEDIMENT BASIN DURING THIS INSTALLATION.
J CP
RIM=364.3 \ lN= 61. (T 12 R \ c p - - \ 3 I 2 1 I / / ENTRANCE TO A MINIMUM OF 5' - INSTALL INLET PROTECTION AROUND NEW STORM STRUCTURES UNTIL GRADE STABILIZATION. COORDINATE
IN= 61LQ(E TEMPORARY DIVERSION DITCH (#5) o - Y 9"J.MAPLE Z / _
OUT=361.6\ CONCREEL o / v BOWLING LANES IRA / / BEYOND THE TOE OF THE SLOPE, _ CONSTRUCTION WITH GRADING AND DRAINAGE PLAN. INSTALL NEW WATERLINE AND SANITARY SEWER LINES;
J 30UT 3�1.6 LINED WITH NAG SC150, TYPICAL; / ��A 8 TC S OO BLOCK RETAINING WALL I LIMITS OF z // / / ro COORDINATE WITH UTILITY PLAN. DEWATERING OF ALL STORM PIPE AND UTILITY TRENCHES SHALL BE
ss s��� Ss BLOCK WALL W / / SEE DETAIL ON DETAILS SHEET - - - -
STABILIZATION REQUIRED WITHIN 7 DAYS - LOCK TAIN/NG WALL DISTURBANCE - - - - _ `�� /J /
/ \ � \ - - - _ � / THROUGH A SILT BAG. ONCE ALL UPSTREAM DRAINAGE AREAS ARE STABILIZED AND SAND FILTER AND
'3 RETAINING WALL
1N=3 6. 03 I / A?2`EA (l SON TR,IC, TION - - - DETENTION PIPES ARE OPERATIONAL, REMOVE SEDIMENT BASIN. ALSO, REMOVE TEMPORARY SEDIMENT TRAP.
SON STREET / l � � �, 55 , o R ( CON RETE .S1nFi L POST _, __ 6/ � CELL � I TEMPORARY DIVERSION DITCH (#2) LINED _ � � -
C W / - ENSURE GRAVEL TOW WITH NAG SC150, TYPICAL; - - - - , ' TEMPORARY SKIMMER BASIN #1 _ \ J - _ 7. FOR PHASE II OPERATIONS, INSTALL ALL PHASE II EROSION CONTROL DEVICES SHOWN ON SHEET C-301, C
v / / BLOCK RETANING GA L- - - - - / AREA = 4 050 SF I INCLUDING INLET PROTECTION FOR ALL NEW STORM DRAINAGE STRUCTURES INSTALLED.
6 3 .5 W / /W � CONSTRUCTION ENTRANCE : W / / � I /�- STABILIZATION REQUIRED WITHIN 7 DAYS BLoc - , - � - -
° I I "� IS INSTALLED ADJACENT TO IN ONEa - GRAVEL - - WIDTH - 45'
v a 03 2.9 _ - w _ _ 8. SEED AND MULCH DENUDED AREA AS FOLLOWS:
� \Rl =366.1 ( EXISTING PAVEMENT - S ss CONSTRUCTION \ \ \ \W \ W \ w W �\ W W \ LENGTH _ 90' a. STEEP SLOPES, WHERE THE SLOPE IS STEEPER THAN 3H:1V, SHALL BE STABILIZED WITHIN 7 DAYS
362.4 8"Tc \ ENTRANCE, SEE SS Ss ss SS ss\ -� \-� W W\ DEPTH 3
� R1M=372.62 � - - 1 ) \ \ ro \ � ss ss � �S ss \ ss s � \ \
o L \ \ our=3 2.62 - 373 - - DETAIL SHEET E , ) r \ WEIR LENGTH = 8 SS \ b. MODERATE SLOPES, WHERE THE SLOPE IS 3HAV OR FLATTER, SHALL BE STABILIZED WITHIN 10 DAYS.
-3 / o / / NEI� ON�TiR ET l w ) ) \ 6 TC \ OO SS
Rh 13 9u ou LD LD, L �� �D 3 1j PUB C / ASPIi/AL T / / / / COO / / / / s s o2 22" w 985.41' \ c. FLAT AREAS, WHERE THE SLOPE IS FLATTER THAN 4HAV, SHALL BE STABILIZED WITHIN 14 DAYS.
/N: EXCAVATED INLET PROTECTION // z - D /LIn / / / / U �� R1M=348.52/
RIM= < -S t / D D / lf�-J47.251 14. MONITOR FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES WEEKLY OR AFTER EVERY'%" OF RAIN.
/N AREA = 810 SF NA LE To T < X h \ - /L �bCl
oL LENGTH = 54' / I _� \ \ ` - - - �F \ - 15. MAINTAIN EROSION CONTROL MEASURES UNTIL ALL UPSTREAM AREA HAS BEEN STABILIZED AND PERMANENT
TOP WIDTH = 15' / v \ I> 41 > a \> Qi�4\ al �- > al -� - > �J > a�\ bpi i7 1 1 ~
I CONCRETE GROUND COVER IS ESTABLISHED. DEWATERING OF SEDIMENT BASIN/TRAP SHALL BE THROUGH A SILT BAG.
NA- DEPTH = 2.0' ' I � / I) BC \ NTR L F$N � HS �S S �\ \ \ \ \ \ \ RO T \ \ 16.ONCE THE SITE IS STABILIZED AND PERMANENT GROUND COVER HAS BEEN ESTABLISHED, CALL FOR ON -SITE
18'RCP(/�ol R/ W / g - � - - - ORE \ \ \ � CONSTRUCTION
L / / C I T PROTECTION N L - - - - - - - - LL \ MEETING WITH NC DEMLR RALEIGH OFFICE TO OBTAIN APPROVAL FOR REMOVAL OF TEMPORARY EROSION
FiED)
G. DALTON, TRUST
e 123 PG 83
15 P
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0820-OB-98-1776
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ARREOLA a 3 3 �) 1 I i l (#4) LINED WITH NAG SC150, '3 PG 53 \ \ \ DIVERSION DITCH OUTLET I \ I 1 w
PG 83 / / �V J / \7 1647 \ \ o \ \ I I I I I RlM 34 6
3-98-1667 o I I / X X O / / TYPICAL; STABILIZATION \ \ \ I I I ° IM-339. W
REQUIRED CD RED WITHIN 7 DAYS \ \ \ \ \ \ \ I I ��� I I I I /N�- .�9.J()
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STABILIZATION REQUIRED WITHIN 7 DAYS / o - -- - - - - - \ \ - - - - -O = -
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1 0820-08-98-45 PIN 0820-08-98-4582 PIN 0820-08-98-5532 I PIN 0820-08-98-6522 PIN 0820-08-98-6582 plN 0820-08-98-7532 I PIN 0820-0 - 572 PIN 0820-08-98-8 2 PIN 0820-08-98-9542 PIN 0830-05-08-0501 PIN 0830-05-08-0551 PIN 0830-05-08-1501 PIN 08,
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SEE DETAIL SHEETS FOR
ADDITIONAL INFORMATION ON
ITEMS LISTED IN LEGEND.
30' 0' 15' 30' 6 0'
THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING FACILITIES SUCH AS PIPELINES,
ELECTRICAL LINES, CONDUIT, TELEPHONE CABLE, SERVICE CONNECTIONS, OR OTHER FACILITIES
ARE SHOWN ON THE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL GRAPHIC SCALE
UTILITIES LOCATED BY THEIR RESPECTIVE OWNERS, FIELD MARK THE UTILITY LOCATIONS, AND
PROTECT ALL SUCH EXISTING FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR 1 inch = 30 ft.
IS FULLY RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS IN ACCORDANCE WITH NC GENERAL
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ISSUED SETS
NCDEMLR SUBMITTAL
03/01/18
NCDEMLR RESUBMITTAL
03/29/18
Drawn By: CJR
Project No.
2017032.00
C300
PHASE 1 EROSION CONTROL
X OF X SHEETS

3 PGALLEN1 CONC. S/W11
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STATE OF N. C. TOTAL AREA OF SEE SHEET E SC-100 FOR 1. OBTAIN LAND DISTURBANCE / EROSION CONTROL PERMIT.
P0Toa2o o839PG 109 DISTURBANCE = 5.70 ACRES ADDITIONAL NOTES. 2. CONTACT DEMLR RALEIGH REGIONAL OFFICE AT 919-791-4200 TO SCHEDULE PRE -CONSTRUCTION MEETING AT
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ASPHALT PARKING LOT I STATE OF N. C. I STATE OF N.C.I I STATE OF N. C. EXISTING STORM DRAINS AND CONSTRUCTION ENTRANCES PRIOR TO SITE DEMOLITION.
LOT 3 PB 3 PG 109 STATE OF N.C. I FFE=369.55
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PIN o&20-08-98-7855 PIN 0820-08-98-8805 LOT 47 PB 1A PG 108 LOT 45 PB 1A PG 108 LOT 43 PB 1A PG 108
RIM=366.99 U U \ PIN 0820-08-98-8855 PIN 0820-08-98-9805
o I Z I J / I I I I PIN 0820-08-98-9855 AND THE EXCAVATED INLET PROTECTION AREA AS SOON AS DEMOLITION PERMITS. LIMIT CLEARING AND LAND
OUT=3 2. U O I I I Q DISTURBING ACTIVITY (INCLUDING PORTION OF PARKING LOT DEMOLITION) TO ONLY THE AREA NECESSARY TO
OUT=36� 6 �' N) A FONSO ELDER STUDENT U ON 6 /
\ I a 1 CONCRETEI I - i I I INSTALL THE PERMITTED MEASURES.
- I 5. BEGIN SITE DEMOLITION; COORDINATE WITH DEMOLITION PLAN.
1N=354.5 \ FFE=375.51 \ �� / / / �I 36� L
/ / 6. PERFORM GRADING OPERATIONS FOR CONSTRUCTION OF NEW BUILDING AND SITE FEATURES. INSTALL NEW
IRlM=366.5 I OUT=354.2 \ - z RIM- 68.5 / / / / - - - - - - - - + STORM STRUCTURES AND STORM DRAIN PIPE. INSTALL NEW STORMWATER MANAGEMENT DEVICES
\ o OUT 366.4 CON BETE /
11N=362.4Lni ti JFE=369.58 / / / // DETENTION PIPES AND SAND FILTER ENSURING THAT THESE DEVICES ARE NOT BROUGHT ON-LINE UNTIL ALL
37S CONCR- U (p % / / / / / I� AREA UNDER �ONSr LION ( )
I OUT=362.4 BLOCK RETAINING WALL I BIKE j Y / I i / / / / - - _ UPSTREAM DRAINAGE AREAS ARE STABILIZED. MAINTAIN SEDIMENT BASIN DURING THIS INSTALLATION.
g"RCP 12"RCP RACK U I I G m - - -
/ 3 T
36� r I 42 9"JMAPLE z� I tea/ / / / / '� - - - - - - INSTALL INLET PROTECTION AROUND NEW STORM STRUCTURES UNTIL GRADE STABILIZATION. COORDINATE
/ I I CONCRETE 9 / o BOWLING LANES 8 z / / / / / / _ -I - - - f ' ' I� CONSTRUCTION WITH GRADING AND DRAINAGE PLAN. INSTALL NEW WATERLINE AND SANITARY SEWER LINES;
ss S TG 5. SO BLOCK RETAINING WALL I U '
6 "DIP ss � BLOCK WALL � / _ _ COORDINATE WITH UTILITY PLAN. DEWATERING OF ALL STORM PIPE AND UTILITY TRENCHES SHALL BE
/ / / / \ I -' LOCK TAINING WALL - - - - - �J /� / / / / / / - _
\ 1M= 7� 673 I / A/C / - / - - - - e RETANNG WALL- - - - THROUGH A SILT BAG. ONCE ALL UPSTREAM DRAINAGE AREAS ARE STABILIZED AND SAND FILTER AND
911 IN-3 6.03 / J \ J -` e K _ - A-0EA -dND C,ON TRUC�ON _ - - RICK DETENTION PIPES ARE OPERATIONAL, REMOVE SEDIMENT BASIN. ALSO, REMOVE TEMPORARY SEDIMENT TRAP.
\ 1 / 6/ / I - / 365 ` / NR
I I CON RETE SIDE ALK L POST - OUT= 59 ) CELL / i- _ - - - - -
/ -� _ l / / TOW R - - - - 7. FOR PHASE II OPERATIONS, INSTALL ALL PHASE II EROSION CONTROL DEVICES SHOWN ON SHEET C-301, C
O W I �BLOCK-RETAiMNG <L - - / -
W / /w W - / / / iti - - - BLOCK AlNING WgLL \ - - - - - - - - INCLUDING INLET PROTECTION FOR ALL NEW STORM DRAINAGE STRUCTURES INSTALLED.
W W l / CONCR TE SlD WALK
0362.9 ^� ✓ POSSIBLY ABANDONED - \ w - - -
c� ( ( i 8"TC - \ \ \ w W ` - - - - 8. SEED AND MULCH DENUDED AREA AS FOLLOWS:
� i?1M=366. SO ss ss � ss ss \ \ \ W �\ w � W � �\_� W \ W \ � -
362.4 RAIN: 367�25 \ \ TC \ s ss W a. STEEP SLOPES, WHERE THE SLOPE IS STEEPER THAN 3HAV, SHALL BE STABILIZED WITHIN 7 DAYS
\ \ \R1M=372.62 - -> R1M=371.4/3 \ \ ssl� ss \ ss\ ss ss�� ss \ ss s\S °� W �- W W \ \
OUT=365.59 _ - UNABLE/TO OPEN r \ s ss ss ss \ 8 TC W �-
'RAIN�C$67.25 / NE ON�TiREET LIMIT OF D TURBAI�ICE ) I \ \ \ \ 8"TC \ S ss ss b. MODERATE SLOPES, WHERE THE SLOPE IS 3HAV OR FLATTER, SHALL BE STABILIZED WITHIN 10 DAYS.
ou ou LD LD LDS / / L LD 31j UB C�,i R�I/� ASPIilAL T 0 / / s 89'02'221, W 985.41' Y ) c. FLAT AREAS, WHERE THE SLOPE IS FLATTER THAN 4H:1V, SHALL BE STABILIZED WITHIN 14 DAYS.
R� ( z - � / / / �j / / U / RIM=348.52/
OPE ^ ^^ LD / LD /�-D ' L.D / / lQ{=341.251 / / 14. MONITOR FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES WEEKLY OR AFTER EVERY'/" OF RAIN.
o AI N: 72.25 \ -� \ \ - \ - - - 15. MAINTAIN EROSION CONTROL MEASURES UNTIL ALL UPSTREAM AREA HAS BEEN STABILIZED AND PERMANENT
\ �, \ TC: 354.25 \ ~ I CONCRETE SIDEWALK \ GROUND COVER IS ESTABLISHED. DEWATERING OF SEDIMENT BASIN/TRAP SHALL BE THROUGH A SILT BAG.
�G I \ NTROL P IN r \ \ II I \ \ \ 4 / / 16.ONCE THE SITE IS STABILIZED AND PERMANENT GROUND COVER HAS BEEN ESTABLISHED, CALL FOR ON -SITE
I AIL
'/FIED% 7 \ 'I 08,793. \ \ \ \o \ TOW- 3E 0 INLET \ \ I / j / MEETING WITH NC DEMLR RALEIGH OFFICE TO OBTAIN APPROVAL FOR REMOVAL OF TEMPORARY EROSION
73.340 2 20 I \368 35 I' PROTECTION, I I / ) / / / v CONTROL MEASURES.
TC:
3 75'R0 I I I l O n \ \ \ I \ T :oc 35YP01CAL I Ao BC:353.50
M=364.2 11 /
1=359.8(N) ° 3 / I 167. \ \ \ 367 35 \ B 356.50 TC: 355.70 I o / TC: 354.40 I I I \ I l / I lM=r 3� OO O 0° OO
1=359.8(E)'32.50
UT=359.6 I I I / I 37 5 I i \ \ DRAIN: 3\67.50 368
MAINTAIN GRAVEL / \ \ 370 \ \\ \ \ \ \ \ \ I \ \ TC:354.20
I / / CONSTRUCTION ENTRANCE \ \ \ \ \ \ \ T : 355.10353.70 C o \ I PosieLE m \ I
/ / �� THROUGH PHASE II INLET \ \ \ 5 0 \354.60 1 1 I I W ®I WA
371 MEjO
PROTECTION, \o R�IN: 369. 0 \ \ \36 \ \ \I \\ \ \ I I III I I N J o
/VE ETE Q !j/ TYPICAL \ \ \ \ 3 \ \ 1 1Cn I I I _� FFE=345.34
01 \ h 11
/ / I / ..... I I \ \ \ \ \370 \ \ \ \\ 35 I \ Lo \ 1 �h Q I I I I -
LIMI U ANCE / / / �,� / / R / 372 \ 0 \' < \ I W 1 I I 1
J I / t` / / I \ \ \ \ �°Lr, \ 2: o \ PE �5 \ \ I 1 a 1 o I I I I k
� v / SILT FENCE, ! I 372.70 \ \ \ \ \ \ \ �u 1 ( 1 I I I MILLER
BUILDING
Jm / x TYPICAL ''� "� // I \ '\ I w \ 3\ 2° 1 0 _ I 1 1 354.00 0 1 I I I Rl 446 1
/N1= 39. (W) _
' , ' d d TC: 356.5p Z I I I IN- �39. (N) co / � �O / l ' � / / b I TC: 353.10 U
I / CONSTRUCTION I // / \ 5 BC:356Td:356.00 I T I B .352.60II \U I I OUrr 33�.3
FENCING, / BC 355.50 BC. 354. 0 1�C353.50 \ ( I 1
Q , / / I \ I I I BC:353. 0 I I I 1
� / 1 00 I 1 `° Do
k / TYPICAL / /
r o ` / \ 1 1 1 1 I C: 353.
372.95 \ 1 372.95 72.95 I 4.00 - I I I / BC: 353.00 I I
OG LIMITS OF / 372. \ 1 I 1 \ I 1 .8 356.00 1 TC: 35 .10 TC: 353.10 I I f LD
R1M=366. � / l l � I I I I I I I I � I I BC:352.60
3 ur=362. / DISTURBANCE, 37�50 / / / / 1 1 I I I I I 1 I 11 BCJ355.50 BC:354.60 TC; I I I 1 I I X D c T
TYPICAL / / / / / 1\ I I I I I RAIN- 0. I - \ I I """^^"',
/ I 351.10 N 0 NNYINIIIVINIIIYNIIIYINIIIYINIIIYINIIIYINIIIYINI�IYINIIIYINIIIYINI�IVI�IYINIIIYINIII IIYINIIIVIN� Je \ CONCRETE Sl EI�iALK T a
\ o Q INYININYININYININYINIIIVIN IIYINIIIYINIIIYINIIIYINIIIVINIII IIIYINIIIYINIIIVIMIIYINIIIYINIIIYINIIIYIN II_ I/�= g43. - """�"""- D
\ o / 1 - _ / I YININYININYININYININYINI ININYININYININYININYININYININYIN�INY ININY ININYININYININYININYININ 1+ _ "'•„,,, '
J - X-- � � "•fix„'„,„„,„ / 6„�G </ X LD - A � �� v'
11 a
B 3 /I l / I PROPOSED BUILDING FFE = 373.00 - _ EQUIPMENT, STAGING, CONSTRUCTION MATERIAL _ ( I 1 \ \\ �2 rt1T x """'"'�"' ,„„� = B
CONCRETE WALL �
/ l MAINTAIN L����- ,���yC /3��N
(DEMOLISHED AND/OR NEW) AREA; - - 9(NE)
\ \ - - -
\ lNV=370.1�• 1 PVC � �
lMV=3�71. �NV. BURD - ` \ \R ` ^
J J _ _ - - ' - CLEARANCE FROM STORM STRUCTURES O ;''3627r'-�- - -
/ - - \
_..... _....._......- - - _ , _ _ _ o
l U �'/ 'iR� l -�/ ' r f d TC:3�1.4\� \� - -_-- ' \ 1 z b �\----_----l��� / �\.
\ o -� \ S \
/ 3 oU o / �/ /' f� /i I 372.95 O PC:3�0.9 - 1 TC:3J6.5 T\ 355.50\ \ \ \�� \�� ��\ \-----��-----� -- 0 = \ \
3 J O TC: 357.2 - - \ \
p TC:357.45 - ---------------
O I BC:356.70 T :356.50 C355.00 X
TC: 355.95
00 / / �. J / \ TC: 351.10
BC: 350.60 TC:356.82 B 1355 0
TOW: 363. 0 TC: 357.50 BC: 356.32 YULI YAN KA TRANDZHIER
I o I WILLIE L. GRAY
- - 1F
DRAIN: 371.75 \ 351.00 352 o C:357.00 LOT 1 PB 6A PG 87 LOT 2 PB 6A PG 87
I \ I t� :355. PIN 0820-08-98-9542
/ PIN 0830-05-08-0501
s
b / / •Q i I � -�--.......... 35j BC: 56.65 �
� / 2.20 350.953
I� : 720o
_ I
8. 0' 372,�i CONCRETE WASHOUT (MIN. NV=369. 6'NV=371.4372.95 �372.50 MAINTAIN GRAVEL 354 50'FROM STORM INLETS)
SILT FENCE,
CONSTRUCTION ENTRANCE 355 SIvvv 359. TYPICAL I LEGEND
THROUGH PHASE II
BO : 357.4 I I g
p / / I. 37 \ - 372 d ® R 64.00 CONCRETE 356 t 8 CONSTRUCTION
'I` N r- I FENCING, ROCK CHECK DAM
J �/ . , - RAIN: 365. PAD:353.00 TOW: 36 . Y TYPICAL
DRAAAA�N.371.75 � , 3 373.00
� INLET PROTECTION
372.50 , N 375J TOW: 372.5 TOW: 371.50 S 3 �o0 0 0 m
369.45 354.95 N I o g
� � 1 BC:358.90 C357.00 56.50 _ SILT FENCE OUTLET
TC:359.30 TO 359.00 3
p J BC: 358.80 TC: 357.55 X N LIMITS OF DISTURBANCE LD
/ ✓ SS N SS �X TC: 359.40 BC: 357.05 I I N p LIMITS OF
4" PERF. Uf ER DRAIN �� BC:358.90
l / W M I' CON R TE ONCRET DISTURBANCE, TEMPORARY DIVERSION DITCH TD <
/ W W ���- 1 i-. G o o FAA[} 3 54 I 3 TC: D o p TYPICAL
M
ors \ / - G W - �_ - - - w - 5Q C:3 OG p SLOPE DRAIN loommommommo■mommol
L
M c 0 W W
' , o; � SILT FENCE SF
ELK) Q
CONSTRUCTION FENCING X
W55 I h - W / W - 3�� W W W W ��� W ^ E \ CECl k STREET \ 370 5
ss o s S ss �� c 1y W Cam% W Q o W o W LI W\ Q� �\ \ \ \ o \ n \ GRAVEL
41 8'�� O 8 DlP 41 41 41 1 a u I Q I oc 8"TC \ C n� W 41 W I© \ \ WIZ� Ow v
ss ss o� ss ss ss ss �s ss ss O \ASPHAL ss s'"5� s ss ss s G 8"TC C o CONSTRUCTION
ss ss ss ss ss S s ss ss
2 IN1=3672.89 \ 9 \ 9 I RIM=37r.1 DlP p IM =369.8 , l / ) / �G 1� //;�� 1 ENTRANCE
(NE) 1366.39 \ 9 9 9 9 9 /N=3 .46 - 9 1 9 9 9 9 / 9 9 / / 9 / / / = 25 pyyp / /
�� 0 1-366.25 - - f / R/M-3 6.3 IV=345.96(N) �G
\ OUT�366.97 / / / a / / / / /
/ OUT-351.1 / 1N=346.13( )
47 - u u - ou ou ou eau ou ou ou ou ou u --b ou OU - - au L _ - SEE DETAIL SHEETS FOR
r CONCRETE DEWALK oU W\ °U u ou o ou u ou ou
I \ N w W ADDITIONAL INFORMATION ON
,j , CONCRETE Sl WALK ti
A G/ Z, Z, Z_ z z_ I I w W m ITEMS LISTED IN LEGEND.
0Or:Z�
Z� Up O c � o UO Jo Up OD; 0 0o C OD;
0 om a o � O � o o Up Up Up
LOTS 1 & 2 PB 6A PG 87 LOT 3 PB 6A PG 87 LOT 4 PB 6A PG 87 LOT 5 PB 6A PG 87 LOT 6 PB 6A PG 87 Q' p LOT 7 PB 6A PG 87 LOT 8 PB 6A PG 87 LOT 9 PB 6A PG 87 LOT 12 PB 6A PG 87 LOT 1 PB 6A PG 87 LOT
PIN 0820-08-98-2395 PIN 0820-08-98-3376 PIN 0820-08-9a-4326 PIN 0820-08-98-4376 PIN 0820-08-98-5326 PIN 0820-08-98-5376 PIN 0820-08-98-6326 PIN 0820-08-98-6376 LOT 10 PB 6A PG 87 LOT 11 PB 6A PG 87 c PIN 0820-08-98-8355 PIN 0820-08-98-9345 PIN C
m PIN 0820-08-98-7326 PIN 0820-08-98-7375
I I
BLOCK Y
30' 0' 15' 30' 6 0'
THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING FACILITIES SUCH AS PIPELINES,
ELECTRICAL LINES, CONDUIT, TELEPHONE CABLE, SERVICE CONNECTIONS, OR OTHER FACILITIES
ARE SHOWN ON THE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL
UTILITIES LOCATED BY THEIR RESPECTIVE OWNERS, FIELD MARK THE UTILITY LOCATIONS, AND GRAPHIC SCALE
PROTECT ALL SUCH EXISTING FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR
IS FULLY RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS IN ACCORDANCE WITH NC GENERAL 1 inch = 30 ft.
STATUTE - CHAPTER 87, ARTICLE 8, THE UNDERGROUND DAMAGE PREVENTION ACT.
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ISSUED SETS
NCDEMLR SUBMITTAL
03/01/18
NCDEMLR RESUBMITTAL
03/29/18
Drawn By: CJR
Project No.
2017032.00
C301
PHASE 2 EROSION CONTROL
X OF X SHEETS

IC
MEDIA (SEE NOTE 2)
SILT FENCE AS
VEGETATNE BUFFER
NOTE: ' I_
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES,
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
4. PUMP STR41NER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
INTAKE SHALL FLOAT.
5. PUMPS ARE TO BE LOCATED IN THE BASIN CELL CONTAINING THE SKIMMER DEVICE.
EROSION CONTROL DEWATERING
PUMP INTAKE SHALL FLOAT
r WATER LEVEL
POINT
NOT TO SCALE
FILTER FABRIC
NOTE:
-SPECIAL STILLING BASIN SHOULD BE CONSTRUCTED
SUCH THAT IT IS PORTABLE AND CAN BE REMOVED
AFTER EACH USE.
-BASIN SHOULD BE CONSTRUCTED LEVEL EACH WAY.
-INTAKE SHALL FLOAT.
SILT BAG
N TS
50' MIN. NOTES:
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT
REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES
2"-3" STONE TO BE USED'-.,.'.- .: 25' OR WIDTH OF OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE PUBLIC
EXISTING (SURGE STONE OR RAILROAD.`.,- PROPOSED STREET, ROAD.
ROADWAY WHICHEVER IS
GREATER. 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT
'" _ ..... FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL REQUIRE PERIODIC
REMOVAL OF SEDIMENT -LADEN STONE AND REPLACEMENT WITH FRESH
STONE.
4. IF TRACKING OF SEDIMENT OCCURS ON PUBLIC ROADWAYS AFTER
INSTALLATION OF CONSTRUCTION ENTRANCE, PROVIDE TIRE WASH/VEHICLE
WASH STATION THAT DRAINS TO DOWNSTREAM SEDIMENT CONTAINMENT
PLAN VIEW DEVICE.
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT -�
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
MAINTENANCE: INSPECT INLET PROTECTION AND
REMOVE SEDIMENT AFTER EACH
RAIN EVENT. GRAVEL SHOULD BE
REPLACED AND REPAIRS MADE AS NEEDED.
35' MIN. 15' MIN.
EXISTING ROADWAY
6" MIN.
FABRIC UNDER STONE
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
DEWATERING
� CONCRETE BLOCK
[m�� ►�
e IBA;
o
of �� o
0
2:1 SLOPE, GRAVEL FILTER
WIRE SCREEN
TEMPORARY SEDIMENT
POOL-
OOL DEWATERING
1' MINIMUM -- 116"
2' MAXIMUM oho° ° -
_ I-=1IMIMI1=r
1=1 11=I 1 III 1-1I1-1 1 1-_111E111-111-1 I I
-II1-1III11IMIMII :.
SEDIMENT -1 I I -III-
'
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION
NEW CONSTRUCTION
12" MIN.
NOTE:
1. INSPECT INLET PROTECTION AND REMOVES
AFTER EACH RAIN EVENT. GRAVEL SHOULD Est KLFLAULU
AND REPAIRS MADE AS NEEDED.
8" THICK LAYER OF
#57 WASHED STONE
3
PROTECT WEIR WITH FILTER 5' " rRETRIEVAL /SKIMMER DETAIL
FABRIC AND RIP -RAP I ROPE J/
JUTE NETTING
_��--
-
-
5'x3'x18"
NOTES: 6" STONE APRON
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING
TO SPECIFICATIONS.
CLASS 'B' RIP RAP 18" DEEP
WEIR DETAIL\-7X5'
TO KEEP SKIMMER FROM RESTING IN MUD
LINE WEIR WITH
7LINEN
TOP OF DAM
IITCH AND BURY
MPERMEABLE LINER EDGE
IMPERMEABLEWEIR I` (MIN. 12" OF LINER)
LENGTH: 30' I�
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE
TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS
REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT
BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP
DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH
SEEDING.
STANDARD SKIMMER FILTER BASIN
TOP ELEVATION OF STORMWATER 0.5'-1'
#5 WASHED MAX.
STONE
EXISTING SLOPE
#1 RIP -RAP
WEIR LENGTH = 30' VARIES
SIDE VIEW
EXISTING SLOPES
VARIES
NOTE:
WIDTH DETERMINED BY
0.5'-1' EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED
V)
KEYED RIP RAP KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
#5 WASHED STONE
FRONT VIEW
CHECK DAM
CHECK DAM CONSTRUCTION SPECIFICATIONS
1. PLACE STONES ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE
THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING
AROUND THE ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS
THE SAME AS THE TOE ELEVATION OF THE UPPER DAM (MAXIMUM SPACING 100').
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE
EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT THE OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE
CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
STANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
.__- . _ , ..._.BHT OF 12"-18" MINIMUM ABOVE TOP OF BOX
GRAVEL YARD INLET PROTECTION
CREEN ACCESSIBLE THROUGH DOOR
VENT
NOTE:
SKIMMER IS TO BE A SURFACE
DEWATERING DEVICE SUCH AS BMP
SKIMMER OR APPROVED DEVICE.
LOAT
FLEXIBLE JOINT
(RADIATOR HOSE)
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER BARREL PIPE LONGER THAN SHOWN.
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
NOTE: SKIMMER SIZE REQUIRED IS 2.5".
STANDARD SKIMMER DETAIL
BOTTOM ANCHORE
NOTES:
1. DRIVE STEEL FENCE POST AT
LEAST 18" INTO SOLID GROUND.
2. WOOD POST ARE NOT ACCEPTABI
3. IMPERMEABLE LINER TO BE USE
SPILLWAY.
4. SEDIMENT TRAP WILL NOT HAVE SKIMMER.
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
I m FILL SLOPE
N
GRADE
-��- IW-III=III=1i'
$ I-1111 1=III=III-1i'
o MIN 111 liliffli I,.
= 11i 4
_I MIN SILT FENCE GEOTEXTILE FABRIC
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
DO NOT DISTURB AREAS BEYOND FENCING
rtKSrtL; I IVt Vltw
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SKIMMER BASIN AREA LENGTH X WIDTH DEPTH WEIR LENGTH
1 4,050 SF 90' X 45' 38'
STANDARD SKIMMER FILTER BASIN / SEDIMENT TRAP
SKIMMER BASIN EARTHWORK CONSTRUCTION SPECIFICATIONS
1. ALL FILL MATERIALS USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM
BORROW AREAS APPROVED BY THE GEOTECHNICAL ENGINEER. FILL MATERIAL SHALL
BE FREE FROM ROOTS, STUMPS, WOOD AND STONES LARGER THAN 6".
2. PRIOR TO PLACEMENT OF FILL MATERIAL FOR THE BERM SECTION, ALL UNSUITABLE
MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL
PLACEMENT.
3. ALL EARTHEN FILLS SHALL BE CLEARED, GRUBBED AND STRIPPED OF ALL
VEGETATIVE MATERIAL, TOPSOIL, AND ORGANIC MATTER PRIOR TO CONSTRUCTION.
4. PLACE BACKFILL AND FILL SOIL MATERIALS IN LIFTS NOT MORE THAN 8 INCHES IN
LOOSE DEPTH. EACH LIFT SHALL BE CONTINUOUS FOR THE ENTIRE LENGTH OF THE
EMBANKMENT.
5. THE SURFACE OF EACH LAYER SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE
NEXT LAYER.
6. COMPACT SOIL MATERIALS TO NOT LESS THAN 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2
PERCENT BELOW OPTIMUM MOISTURE CONTENT TO 3 PERCENT ABOVE OPTIMUM
MOISTURE WITH HAND TAMPS OR LIGHT SELF PROPELLED WALK BEHIND EQUIPMENT.
MIN. 10 GA.
LINE WIRES
SILT FENCE FABRIC
INSTALLED TO SECOND
XH
III
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III
IIIII
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WOVEN WIRE FABRIC AND
SILT FENCE GEOTEXTILE FABRIC
GEOTEXTILE FABRIC SKIRT TRENCHED IN MIN.
8" VERTICALLY, 4" HORIZONTALLY ON FILL SIDE - - - -
4
MIN
�N STEEL POST
NOTES:
6, MAINTAIN SILT FENCE THROUGHOUT DURATION OF PROJECT. PLAN V� E W
7.FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
8.END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
9, SEE N.C. STATE DEC PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE TOE OF THE FENCE).
CIET FENCE
SEE MAINTENANCE REQUIREMENTS FOR
EROSION CONTROL DEVICES ON SHEET ESC100.
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3rd SITE PLAN SUBMITTAL
03/15/19
Drawn By: CJR
Project No.
2017048.00
C400
CIVIL DETAILS
OF SHEETS

IC
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE.
4' MIII
SILT FENCE
JI
FRONT VIEW
BURY WIRE FENCE,
FILTER FABRIC,
ANDHARDWARE
NOTES:
STEEL POSTSET CLOTH IN TRENCH.
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
MAX 2'APART MIN
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
2INTO SOLID GROUND
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH
SECTION VIEW
-T
FILTER OF #57 \
WASHED STONE
\\\
16"MIN
3' FILTER FABRIC APRON
ON GROUND
o °
0
BURY 8" UPPER EDGE OF
BURY WIRE FENCE AND 4"
FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH
u
STANDARD
SILT
FENCE OUTLET
TEMPORARY SEEDING SCHEDULE
SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
B
DATE
TYPE
PLANTING RATE
AUG 15 - NOV 1
TALL FESCUE
300 LEIS / ACRE
NOV 1 - MAR 1
TALL FESCUE
300 LEIS / ACRE
&ABRUZZI RYE
25 LBS / ACRE
MAR 1 - APRIL 15
TALL FESCUE
300 LEIS / ACRE
APRIL 15 - JUN 30
HULLED COMMON BERMUDA 25 LBS / ACRE
JUL 1 - AUG 15
TALL FESCUE AND
120 LBS / ACRE
BROWNTOP MILLET
35 LBS / ACRE
OR SORGHUM-SUDAN HYBRIDS
30 LEIS /ACRE
10
SLOPES (3:1 TO 2:1)
MAR 1 -JUNE 1 TALL FESCUE 120 LBS / ACRE
(MAR 1 - JUN 30) OR ADD WEEPING LOVEGRASS 10 LBS /ACRE
(MAR 1 - JUN 30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBS / ACRE
JUNE 1 -SEP 1 TALL FESCUE AND 120 LBS / ACRE
BROWNTOP MILLET 35 LEIS /ACRE
OR SORGHUM-SUDAN HYBRIDS 30 LBS / ACRE
SEP 1 - MAR 1 TALL FESCUE 120 LBS / ACRE
(NOV 1 - MAR 1) & ABRUZZI RYE 25 LBS / ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION
RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS
ARE POSSIBLE.
** TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE
FESCUE MAY BE SHADED OUT.
STEEP CUT OR FILL SLO
III—I111
� III
UPSLOPE TOE
SIDE SLOPES
2 : 1 (MAX.)
2' MIN
COMPACTED
2 MIN
�lll lllllllli'— 1 g„
2:1 SLOPE (MAX)
ORIGINAL GRADE
STABILIZE DIVERSION DITCH
CROSS SECTION WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
POSITIVE GRADE 1.0% MAX.
2' MIN,
1
1
PLAN VIEW
❑IVRR❑1ON DITCH
STEEP CUT OR FILL SLOPE
CONSTRUCTION SPECIFICATIONS:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS,
AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS
ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT
THAN THE DESIGN ELEVATION PUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT
MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE SOIL BERM IMMEDIATELY UPON CONSTRUCTION PER
STATE REQUIREMENTS.
TEMPORARY SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*)
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
6. SEED ON A FRESHLY PREPARED DEEDBED AND COVER SEED SLIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL DEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD IS OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER
IS ESTABLISHED.
APPLY:
AGRICULTURAL LIMESTONE - 2 TONS / ACRE (3 TONS / ACRE IN CLAY SOILS)
FERTILIZER - 1,000 LBS / ACRE 10-10-10
SUPERPHOSPHATE - 500 LBS > / ACRE - 20% ANALYSIS
MULCH - 2 TONS / ACRE - SMALL GRAIN STRAW
TACK - ASPHALT EMULSION @ 400 GALLONS / ACRE
SECTION VIEW
STANDARD METAL POSTS
(MINIMUM LENGTH 5')
2'-0" IN GROUND
HARDWARE WIRE
2:1 #57 WASHED STONE
2 SEDIMENT STORAGE AREA
16" T
2:1 24„ 2:1
2' BURY IN
PERMANENT SEEDING SCHEDULE
WARM SEASON GRASS SEED:
HYBRIDIZED BERMUDA MIX
(80% HYBRID BERMUDA TURF, 20% ANNUAL RYE GRASS)
PLANTING RATE = 2 LBS PER 1,000 SF
COOL SEASON GRASS SEED:
TALL TYPE FESCUE MIX
(90% TALL FESCUE TURF, 10% WINTER RYEGRASS)
PLANTING RATE = 7 LBS PER 1,000 SF
PERMANENT SEEDBED PREPARATION
SEEDING DATES
EARLY SPRING: FEB 15 - MARCH 20
FALL: SEPT 1 - SEPT 30
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 OR
5,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE
ON SANDY SOIILS) AND 1,000 LB/ACRE 10-10-10 FERTILIZER
MULCH:
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH. ANCHOR STRAW WITH NETTING, ROVING, OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND
YEAR, ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10
FERTILIZER. MOW AS NEEDED WHEN NEEDED WHEN SERICEA IS OMITTED
FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS
IMMEDIATELY.
NOTES: REFER TO LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR
PLANTING REQUIREMENTS AND FOR PROPOSED LOCATIONS OF SOD AND
SEED. RYEGRASS IS USED AS A NURSE CROP FOR PERMANENT COVER.
GALVANIZED HARDWARE CLOTH
EXTENDS TO THE TOP OF BOX.
USE HOG WIRE TO SUPPORT
HARDWARE CLOTH.
2:,
2:1
/SEDIMENT STORAGE AREA (SEE SECTION VIEW)
o � f
\_ I _ 2:1
0 o O B o �\
0 o—��
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Q o° �00o cP 00 00
00o' \ \
CONCRETE SOLID GROUND o� \
0000 00 00
BLOCKS 15'GEOTEXTILE FABRIC LINER
57 WASHED STONE PLACED AGAINST HARDWAR \
�,RE TO A HEIGHT OF 16" MIN. ABOVE TOP OF BOX, \
CLEAN OUT SEDIMENT STORAGE AREA WHEN HALF FULL.
- USE ADDITIONAL T-POSTS TO ACT AS BRACES FOR UPRIGHT POSTS.
DRAINAGE AREA = 1 ACRE (MAXIMUM).
EXCAVATED DROP INLET PROTECTION (NTS)
Drawing Not To Scale
STAPLES STRAW BALE BINDER WIRE
,2 PER BALE) -40 mil PLASTIC LINING
PLYWOOD
-NATIVE MATERIAL 48" X24"PAINTED WHITE BLACK LETTERS
-
(OPTIONAL) 6" HEIGHT
�CONCRE E� -LAG SCREWS
SECTION B-B WASHOUT
NOT TO SCALE
WOOD OR
METAL STAKES
(2 PER BALE) 36" -WOOD POST
10' MINIMUM 3,5"X3.5"X8'
-11I I-11I I-11I E III-11'
CONCRETE WASHOUT
SIGN DETAIL
1H 1H(oR EQUIVALENT)
VARIES
8 1.12" CIA
STEEL WIRE
STAPLE
10 mil PLASTIC LINING PLAN STRAW BALE DETAIL
NOT TO SCALE (TYP)
TYPE "ABOVE GRADE" WITH STRAW BALES
NOTES
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY,
3 MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED,
4, HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
CONCRETE WASHOUT
SLOPE
INSTALLATION
DETAIL
1. Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary
application of lime, fertilizer, and
seed.
2. Begin at the top of the slope by
anchoring the RECPs in a
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
(30cm) of RECPs extended beyond
the up -slope portion of the trench.
Anchor the RECPs with a row of
staples/stakes approximately 12"
(30cm) apart in the bottom of the
trench. Back -fill and compact the
trench after stapling. Apply seed to
the compacted soil and fold the
remaining 12"(30cm) portion of
RECPs back over the seed and
compacted soil. Secure RECPs
over compacted soil with a row
of staples/stakes spaced
approximately 12"(30cm) apart
across the width of the RECPs.
3. Roll the RECPs (A) down or (B)
horizontally across the slope.
RECPs will unroll with appropriate
side against the soil surface. All
RECPs must be securely fastened
to soil surface by placing
staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4. The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
5. Consecutive RECPs spliced down
the slope must be end over end
(Shingle style) with an approximate
3"(7.5cm) overlap. Staple through
overlapped area, approximately
12"(30cm) apart across entire
RECPs width.
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the RECP's.
SANDBAG-
10 mil PLASTIC LINING-
-1111= SECTION A -A
3' NOT TO SCALE
LATH AND
FLAGGING ON =-III' BERM
3 SIDES-
10' MINIMU
❑ O O O O
—SANDBAG
A IF\ I I A
vARIEs
10 mil PLASTIC LINING
❑
❑
❑
O O O O El
-40 mil PLASTIC LINING
WOOD FRAME SECURELY 1
FASTENED AROUND SECTION B-B
ENTIRE PERIMETER NOT TO SCALE
WITH TWO STAKES
�10' MINIMU
VARIES
10 mil PLASTIC LIN
PLAN
NOT TO SCALE
BERM
TYPE "BELOW GRADE"
TWO -STACKED
2x12 ROUGH
WOOD FRAME
STAKE
,TYP)
ABOVE GROUND"
WI I H WOOD PLANKS
C
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SEE MAINTENANCE REQUIREMENTS FOR
EROSION CONTROL DEVICES ON SHEET ESC100.
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0$2299$8
3rd SITE PLAN SUBMITTAL
03/15/19
Drawn By: CJR
Project No.
2017048.00
C401
CIVIL DETAILS
OF SHEETS

UNDERGROUND DETENTION MAINTENANCE
1. AFTER REMOVING THE DETENTION SYSTEM RISER LID, MEASURE THE SEDIMENT
BUILD-UP AT EACH RISER AND CLEANOUT. (ONLY CERTIFIED CONFINED SPACE ENTRY
PERSONNEL HAVING APPROPRIATE EQUIPMENT SHOULD BE PERMITTED TO ENTER
THE DETENTION SYSTEM.
2. INSPECT EACH MANIFOLD, ALL LATERALS, AND OUTLET PIPES FOR SEDIMENT
BUILD-UP, OBSTRUCTIONS, OR OTHER PROBLEMS. OBSTRUCTIONS SHOULD BE
REMOVED AT THIS TIME.
3. IF MEASURED SEDIMENT BUILD UP IS BETWEEN 5% - 20% OF THE PIPE DIAMETER,
CLEANING SHOULD BE CONSIDERED; IF SEDIMENT BUILD-UP EXCEEDS 20%, CLEANING
SHOULD BE PERFORMED AT THE EARLIEST OPPORTUNITY. A THOROUGH CLEANING
OF THE SYSTEM (MANIFOLDS AND LATERALS) SHALL BE PERFORMED BY EITHER
MANUAL METHODS OR BY A VACUUM TRUCK. FILTER FABRIC
(WHERE REQUIRED
BY ENGINEER)
IC
CLASS I OR II MATERIAL PLACED
AND COMPACTED IN ACCORDANCE
WITH ASTM D2321 IN PIPE ZONE
SUITABLE
FOUNDATION
BEDDING (CLASS I OR II MATERIAL)
=6" MIN. FOR 30"-60" PIPE
UNDERGROUND DETENTION
(NOT TO SCALE)
TRENCH DRAIN - SEE DETAIL BELOW
1/2" SPONGE RUBBER
EXPANSION JOINT (TYP)
CONCRETE PAVEMENT -
SEE DETAIL THIS SHEET EDGE OF CONCRETE SURROUND -
1 /8' ABOVE THE TOP OF THE
SLOPE SLOPE CHANNEL EDGE.
x
X °' �� . °
000 00. 00000 ° ' ° ° '. .00ODO ..
O. O. ' O. O.
3000 PSI CONCRETE- °
FINISH TO MATCH
CONCRETE PAVEMENT
//\//
COMPACTED
GRAVEL BASE /\\� = 000 •O \�//\�/\\�//
MPACTED \ 00. 0.00. ' O.
COUBGRADE �//�\��\\
NOTE:
INSTALLATION SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS AND DETAILS.
96"
A
MIN
SLOPE & DEPTH VARIES
i i i i i
77,.ALLAR ELEVATION
NOT TO SCALE
71% OPEN AREA
85.4 SQUARE INCHES
PER LINEAR FOOT
24" NOMINAL � i 1 1/2"
10" NOM o
UCTILE IRON GRATE - AASHTO M306-4 - H-20 & H-S25
10 3/16"
GRATE SEAT
10" #51 FRAME
AGRtATE-,MF-5196-GS
5/16-18 UNC X 1" LONG
CLAMPING BOLT
ANCHOR 5/16"X 1 1/4" LONG
STANDS SLOTS IN "Z" FRAME
SPACER BAR
8GALVANIZED STEEL CHANNEL
CHANNEL (STAINLESS STEEL OPTIONAL)
SECTION A -A
NOT TO SCALE
TRENCH DRAIN -
TRENCH DRAIN MAINTENANCE
1. RAISE THE GRATES OF THE TRENCH DRAIN TO ENSURE THAT ALL
TRASH AND DEBRIS IS REMOVED TO ALLOW THE FREE PASSAGE OF
WATER THROUGH THE CONCRETE FLOW -LINE OF THE DRAIN. FLUSH THE
SYSTEM WITH WATER.
x �6 m
w 10 0
x
LC402
T
w
A
24"
MANHOLE
ACCESS
CONCRETE
WEIR WALL
MANHOLE
ACCES;
15" R
TOP OF SAND FILTER
2'Hx4'WWEIR
TOP OF SAND LAYER
NON -WOVEN
GEOTEXTILE FABRIC
TOP OF STONE LAYER
BOTTOM OF STONE LAYER
1 I.-/ I 11
2'Hx4'WWEIR
10" SCHEDULE 40 PVC
HEADER PIPE @ 0.50%
rink VlDCTC IAICID IAJALL
TYPICAL
DIMENSIONS,
3CHAMBERS
MANHOLE ACCESS
7'
10" SCHEDULE 40 PVC
HEADER PIPE
SAND CHAMBER SECTION C-C
15" RCP INLET PIPE
2Hx4'WWEIR CONCRETE WEIR WALL
10" SCHEDULE 40 PVC HEADER PIPE —/
4" SCHEDULE 40 PVC PERFORATED UNDERDRAIN
SECTION B-B
n1lr Dry nIAIIAIrID rl Ml
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SECTION A -A
15" RCP
OUTLET PIPE
CONCRETE WEIR
WALL ELEVATION
SAND FILTER (NOT TO SCALE
SAND FILTER MAINTENANCE
1. SAND FILTER SHALL BE INSPECTED AT LEAST ONCE A QUARTER AND SHALL BE MAINTAINED AS NEEDED TO
REMOVE SURFACE SEDIMENT ACCUMULATION, TRASH, DEBRIS, AND LEAF LITTER TO PREVENT THE FILTER FROM
CLOGGING. ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED IMMEDIATELY.
2. CLEAN OUT THE SEDIMENTATION CHAMBER OR FOREBAY WHENEVER SEDIMENT DEPTH EXCEEDS SIX INCHES.
3. AT LEAST ONCE A YEAR, SKIM THE SAND MEDIA.
4. REPLACE THE SAND FILTER MEDIA WHENEVER IT FAILS TO FUNCTION PROPERLY AFTER MAINTENANCE.
I
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24"
MANHOLE
ACCESS
CONCRETE
WEIR WALL
MANHOLE
ACCES;
15" R
TOP OF SAND FILTER
2'Hx4'WWEIR
TOP OF SAND LAYER
NON -WOVEN
GEOTEXTILE FABRIC
TOP OF STONE LAYER
BOTTOM OF STONE LAYER
1 I.-/ I 11
2'Hx4'WWEIR
10" SCHEDULE 40 PVC
HEADER PIPE @ 0.50%
rink VlDCTC IAICID IAJALL
TYPICAL
DIMENSIONS,
3CHAMBERS
MANHOLE ACCESS
7'
10" SCHEDULE 40 PVC
HEADER PIPE
SAND CHAMBER SECTION C-C
15" RCP INLET PIPE
2Hx4'WWEIR CONCRETE WEIR WALL
10" SCHEDULE 40 PVC HEADER PIPE —/
4" SCHEDULE 40 PVC PERFORATED UNDERDRAIN
SECTION B-B
n1lr Dry nIAIIAIrID rl Ml
vvi iwv­ w i vv i ­­• i u "
SECTION A -A
15" RCP
OUTLET PIPE
CONCRETE WEIR
WALL ELEVATION
SAND FILTER (NOT TO SCALE
SAND FILTER MAINTENANCE
1. SAND FILTER SHALL BE INSPECTED AT LEAST ONCE A QUARTER AND SHALL BE MAINTAINED AS NEEDED TO
REMOVE SURFACE SEDIMENT ACCUMULATION, TRASH, DEBRIS, AND LEAF LITTER TO PREVENT THE FILTER FROM
CLOGGING. ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED IMMEDIATELY.
2. CLEAN OUT THE SEDIMENTATION CHAMBER OR FOREBAY WHENEVER SEDIMENT DEPTH EXCEEDS SIX INCHES.
3. AT LEAST ONCE A YEAR, SKIM THE SAND MEDIA.
4. REPLACE THE SAND FILTER MEDIA WHENEVER IT FAILS TO FUNCTION PROPERLY AFTER MAINTENANCE.
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