NCC240882_Site Plan or Location Map_20240410

EROSION CONTROL CONSTRUCTION GRADING 4 B/E CONTROL KEY: VICINITY MAP NTS
GENERAL NOTES FOR CONSTRUCTION ACTIVITIES: EROSION CONTROL OPERATIONS S
SEQUENCE: _
«�_ -:- .--
MAINTENANCE SCHEDULE: IE LIMITS OF CONSTRUCTION LIMITS LINE FOR THE PROJECT ........_..............................................._...I.
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I. F OSION AND SFDIFFNT rn O2QI PI AN(SEE SHEETS 5P-5.0 5P-5 I 5P-5.2 5P-5.2 5P-5 3 I. OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE M SURFACE WATER FLOW DIRECTION OR SWALE,TYPICAL . \
SEDIMENT EROSION CONTROL SEPT.6 NGDEQ,IF REQUIRED. - -- -- - -"
SP-5.4 B SP-5.5) NNN IN5FECT ALL SEDIMENTATION AND EROSION CONTROL DEVIG6 FOR p
2.CONTACT EROSION CONTROL INSPECTOR 8 LANDSCAPE ARCHITECT,TO ESTABLISH A
PRE-CONSTRUCTION CONFERENCE AND AN INSPECTION SCHEDULE. STABILITY AND FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL 3❑' CONSTRUCTION ENTRANCE/EXIT,SEE SHEET SP-N/A,DETAIL WA................................................... o
A.CONTRACTOR MUST IMPLEMENT THE EROSION AND SEDIMENT CONTROL PLAN APPROVED FOR THIS 9 )Ilml l LL-��-LLmLL=1-�n-1-LL-L-I
ADHEREPROJECT BY THE DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL PROGRAM. 3.CLEAR SITE ONLY A5 NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS EVENT t TAKE CORRECTIVE ACTION WHICH MAY INCLIAE BUT 15 NOT _-__
ADHERENCE TO THIS EROSION 4 SEDIMENT CONTROL PLAN I5 AN ENFORCEABLE COMPONENT OF THE FOLLOWS: LIMITED TO TIE F'OI OWING. ®SILT/SEDIMENT FENCING i 265 LE,SEE SHEET SP-SO,DETAIL 0605......................................... -SF SF SF -
STORM WHERE THE MORE STRINGENT 1 AND 14 DAY A.TEMPORARY TREEILTPROTECTION FENCING. A ,.JORDAN CONSULTANTS,ASLA,PA
THE RIGHT AEON PERMIT.THIS PLAN
5P-5.2 WILL
GROUND STABILIZATION REQUIREMENTS"AT B.TEMPORARY SILT FENCING I. REMOVE SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED O GRAVEL OUTLET AT SILT FENCE(2 TOTAL),SEE SHEETS SP-6.0 FOR DETAIL 0606 -Sr )-SF SF X
GROUND STABILIZATION REQUIREMENTS APPLY.SEE NEW G.INSTALLATION OF ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES VOLUME HAS REACHED 50% OF CAPACITY, (IF REQUIRED FOR THIS """"' o MASTER PLANNING•LANDSCAPE ARCHITECTURE
ON 4 MATERIAL HANDLING). WHERE REQUIRED PROJECT). MALLARD LAKE TL SITE DESIGN
2. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY ®BLOCK 4 GRAVEL INLET PROTECTION(2 TOTAL),SEE SHEET SP-G.0,DETAIL 0601............. * a .,‘-2
SITE G p PO.BOX K:051•WINSTGN-soi FM SO NG TEAS
2.MONITORING* INSPECTIONS(SEE SHEET SP-5.3) AR F INSFECTION MOTS SEDIMENT FENCE WHEN DEPTH EXCEEDS APPROXIMATELY O.51.REPAIR c b / �, r1,sx-m-wX,•Uordpnlp6bel Isa:N net
---EFFECTIVE APRIL I,2019,PERSONS CONDUCTING LAND-DISTURBING ACTIVITIES,LARGER AND REPLACE SILT FENCE AS NECESSARY. O TREE PROTECTION FENCING a 315 LE;SEE SHEET SP-G.0,DETAIL 0604 -X-X-X-X-X-X-X-X-X-
A.CONTRACTOR MUST KEEP A RAIN GAUGE ON SITE. THAN ONE(I)ACRE,MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, 3. SEED AND STABILIZE TEMPORARY DIVERSION BERMS WITHIN 1 DAYS 2CR m
B. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE AND DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM BERMS.RE-GRADEN/REPAIR BERMS AS REQUIRED.GLEAN' WATER DIVERSION p 0�
LOCATED AT LEAST 50 FEET FROM STORM DRAINS OR STREAMS UNLESS NO ALTERNATIVE 15 NSTADEEQQ,SEE SHEET SP-5.3REp ®TEM.ELEVATION 153.50,SEE PLAN FOR LOCATION.........._.............................._..................__.............. TBM A 4 _ E� pc Seal:
FEASIBLE. 4. CONTRACTOR SHALL APPOINT AN ONSITE INSPECTOR AND MAINTAIN TO - TO P, m
C. CONTRACTOR MUST INSPECT ALL EROSION 4 SEDIMENT CONTROL MEASURES AT LEAST ONCE A WEEK RECORDS OF INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE 9❑. TEMP.DIVERSION BERM/DITCH.SEE DET.WA,SHEET WA .................................................................. n Mtetttt".A."ryrry/
WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR PERIOD). 4.BEGIN CLEARING,GRUBBING AND STRIPPING OF SITE AS REQUIRED.STOCKPILE TOPSOIL SELF INSPECTION BY THE CONTRACTOR UNDER STAGE ONE SELF Met II tt 10 Jf N E A RO'fl•
D.CCONTRACTOR ONTRACTOR MUST
TAKE
INSPECTCORRECTIVE
ALL SUTET ACTION WHERE ANY
DEVICE
ATER RUNOFF LEAVES YOUR SITE AND ON-51TE WITHIN AREAS PROTECTED BY FR05I0N CnNTRUI MEASURES FOR LATER INSPECTION O ANONOTE
E.IN THE SEDIMENT 8 EROSION CONTROL CONSTRUCTION 10 GRADING LIMITS LINE FOR PROJECT WILL BE THE SAME AS THE CONSTRUCTION LIMITS LINE �'(N111�1A ROB'+p1 s4„�j"" PE / 43'
DISTRIBUTION AND/OR REMOVAL,IF REQUIRED. sta O A /9Q
EVALUATE THE EFFECT ON NEARBY STREAMS OR WETLANDS.CORRECTIVE ACTION MIST BE TAKEN IF 5. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH 5. THE CONTRACTOR SHALL ALSO REGULARLY GLEAN OUT ALL TEMP. �:S cy F';9r'4L ?' '/�.' et
MAINTENANCE PLAN ON THIS SHEET.INSTALL ADDITIONAL EROSION CONTROL MEASURES (±ISH2R SF LAND DISTURBED) im
SEDIMENT 15 DEPOSITED OFF SITE OR INTO A STREAM OR WETLAND,OR CAUSES A VISIBLE INCREASE SEDIMENT TRAPS OR TEMP.SKIMMER TRAPS,(IF REQUIRED FOR THIS *; *4
A 5 REQUIRED.
IN TURBIDITY(CLOUDINESS)OF ANY WATER BODY. PROJECT. 4 A: -
6.INSTALL STORM DRAINAGE SYSTEM,AND UNDERGROUND UTILITIES.STORM PIPING SHALL ) II. EXISTING SPOT ELEVATIONS ........................................................................................................................ + 7$$.$U :Q ='.*21"r C 1 ¢z
F. CONTRACTOR MUST KEEP COMPLY
WITH
RECORDS L THESE SHEETS SP AND ANY CORRECTIVE NP-N,NP-ACTIONS TAKEN. BE PS LNG/WILL
TO THE PEAT WHERE IT ENTERS EACHTRAP, REQUIRES. COMPLETION 6. THE CONSPILLWAY
TOR SHALL REPAIRIN/ AND STABILIZE ANY ERODED BANKS OR e*:U N0.830�_, �.N _
F. CONTRACTOR MUST COMPLY WITH ALL ITEMS ON SHEETS SP-50,SP-5.1,SP-5 2,SP-53,SP-5.4 4 SP-55 OF PIPING WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN DEEMED STABLE BY THE SPILLWAY STRUCTURES WITHIN 1 DAYS OF ANY MAJOR RAINFALL EVENT ❑ 3-Ig8.35 /• i ^I2_
OR OTHER DAMAGE. 12. PROPOSED SPOT ELEVATIONS................. '' ;° Yal •'a
EROSION CONTROL INSPECTOR.INSTALL PROTECTION AROUND ALL EX. 8 PROPOSED ""' """"""""' s. J .y£ �,
3.OPERATION 6 MAINTENANCE(SEE SHEET SP-S.O,SP-S. S SP-5.2) INLETS AS STORM DRAIN SYSTEM IS COMPLETED,IF REQUIRED. 1. THE CONTRACTOR SHALL ALSO REPAIRCHANICAL ANY INLETS,OUTLETS, pnc• ( '2�Ill ,
1. AFTER THE INSTALLATION OF THE PROPOSED DROP INLET AND ANY STORM PIPE,THE SILT FENCE DAMAGED,PIPING,AND MECHANICAL DAMAGE TO SKIMMER 13. ONSITE CONCRETE WASHOUT STRUCTURE;SEE SHEET SP-5.2................................................................... 8.11 S §ey4 QPr 4n s" PS
PARTS WITHIN 1 DAYS OF A MAJOR RAINFALL EVENT. sJ D/7ANf5
A.CONTRACTOR MUST PROVIDE THE OPERATION AND MAINTENANCE NECESSARY MAINTAIN OPTIMAL CONTRACTOR SHALL PREP THE M TRAIL BED OR PARKING LOT AREA, I NWr C P" /RFNFrtnrrteteMM
PERFORMANCE OF STORMWATER CONTROLS.THIS MEANS TAKE CORRECTIVE ACTION IF EROSION AND (COMPACT SUB-GRADE,PLACE COMPACT ABC STONE OR SAND ROCK),FOR THE
SEDIMENT CONTROL FACILITIES ARE NOT OPERATING PROPERLY. OPERATION AND MAINTENANCE PROPOSED INSTALLATION OF THE ASPHALT PAVING OF THE PARKING LOT, OR nznrntt
INCLUDES BUT 15 NOT LIMITED TO THE'EROSION CONTROL OPERATIONS 8 MAINTENANCE SCHEDULE" MULTI-MODAL TRAILS.THEN THE CONTRACTOR SHALL INSTALL ASPHALT PAVING FOR
SHOWN ON THIS SHEET. THE PARKING LOT AND RE-COMPACT SAND ROCK TRAIL AGAIN.
b.SEE NEW GROUND STABILIZATION TIME FRAMES ON SHEET SP-54 DURING 8 AFTER
4.NCGOI SELF INSPECTOR RECORD KEEPING#REPORTING(SEE SHEET SP-5.3) GRADING OPERATIONS,SHOWN ON SHEETS 5P-40 SP-41 n SP-4 IF N RS=RUBBERIZED POURED IN PLACE SURFACE
9. RESEED/STABILIZE ALL OTHER DISTURBED AREAS IMMEDIATELY AFTER FINISHED Consulting Architect:
WATERS. GRADES HAVE BEEN ACHIEVED.TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED Know what's below.
A.CONTRACTOR MUST PERFORM REGULAR INSPECTIONS,MONITORING IMPACTS TO NEARBY WATERS.THE CONTRACTOR SUBCONTRACTOR,OR OTHER TRADE AFFILIATED WITH THIS PROJECT IF OVER DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT
SEDIMENT THAT HAS BEEN DEPOSITED IN A STREAM OR WETLAND,THE DIVISION OF WATER QUALITY UNDISTURBED, IN ACCORDANCE WITH THE SEEDING SCHEDULE ON THIS SHEET THE Cal I before you dig.
GENERAL NOTES FOR CONSTRUCTION ACTIVITIES ON T115 `•A CET 6 THE GROUND
REGIONAL OFFICE MIST BE NOTIFIED WITHIN 24 HOURS AND PROVIDE WRITTEN NOTICE WITHIN 5 DAYS
(PER ITEM M3 ON PAGE 6 OF THE GENERAL PERMIT).COPY OF SAID CORRESPONDENCE SHALL BE STABILIZATION SPECIFICATIONS SHOWNOOSHEET S O8 5P-54 North Carolina One-Coll Center,Inc.
10.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS NORTH CAROLINA 811
FORWARDED TO THE DIVISION OF LAND RESOURCES(DLR). BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.
REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL
5.NGG02 GROUND STABILIZATION AND MATERIALS HANDLING(SEE SHEET SP-5.4) BY INSPECTOR.
A.CONTRACTOR MUST PERFORM ALL OF THESE ACTIVITIES AS SHOWN ON SHEET SP-5.3,SP-5.4 8 THE
SEEDING SCHEDULE/PIXY/RE SHOWN ON THIS SHEET 5P-5 FOR PERMANENT OR TEMPORARY SEEDING. //
S.NON-COMPLIANCE AND FINES EXISTING EDGE OF TIMBER - // /�46" BEECH
A.PROJECTS THAT VIOLATE STORMWATER PERMIT CONDITIONS AND/OR HAVE UNAUTHORIZED WATER BORDER AT PLAYGROUND /v
QUALITY IMPACTS ARE SUBJECT TO FINES.CIVIL PENALTIES OF UP TO 9.25000.00 PER DAY FOR EACH
VIOLATION MAY BE ASSESSED.
B. SEE SP-5 3 NGGOI SELF INSPECTION,RECORD KEEPING 4 REPORTING FOR OTHER SITE COMPLIANCES.
G. SEE SHEET SP-5.4,GROUND STABILIZATION 8 MATERIAL HANDLING FOR OTHER SITE COMPLIANCES. ,__7&4 Consulting Engineer:
• 11
4" DRAIN ORIGIN
1 L , ��/\_ UNKNOWN
Ak$ / •2 11" MAPLE
23" ASH ``�r / t / /
��4�783
GROUND STABILIZATION TIME FRAMES* �i ;i��
SITE AREA STABILIZATION STABILIZATION TIME X�1/ �78 \���� \ .� /
DESCRIPTION TIME FRAME FRAME EXCEPTIONS
swrimeteOpeS s, 1 days None _// i _ _.�1� /
ana ter dikes,
i es ® n • �• r-• \' '- j >ley,:� 1 5'/ELM 1
High Quality Water 1 days None I T T aC / ►�i,� m``� �-/- /// _ ELM
(HQH)Zones - •,6 -"' - //MAPLE /
Slopes steeper 1 dam If slopes are 10'Or less \ •
/ EED 6
matte in length am are not \ - T 1 y 1r� 12" '� ''�0A Site Surveyor:
G le
steeper ehp 21,14 days / ,-- 1. MAPLE ,�_
r allowed 4 \\ -- �58 -�_ , m/vT T -x - �=� J
slopes 3:1 or 14 days 1-days For slopes i .� \J \ / / ,'
Flatter greater than 50 feet In \ \_ _ / 1 ) \ / =
length \ -- i� / -+ / 2 / ( EL
All other areas 14 days None(Except for ig \ ) / -,yip \\ !1' /EX. LIG�.IT
with slopes perimeters and HOW -�••
Platter than Al Zones) © \ i- / / /
' \ I
�I / �l B7FLCH EL� /� /
**"Extension of time may be approved by the permitting authority \\ /� '- /- / \C Ti��ryi-, w - /_.4` //
based on weather or other site-specific condltlons that make compliance \ T \/ `--s\ -.`A
. `` ''`0 //
impractwaI (Section II B(A(0 V A 88 -
V , w E / Seal:
\ .\ Alivrtifil‘'w / 4...IA i
i ve__
SEEDING SCHEDULE/MIXTURE: (TEMPORARY) \\ \\` vii, `) E `�` 14" r OAK
FOR THE PIEDMONT 8 COASTAL PLAINS AREAS \
•
a..siapa.Gtri Ali \ \ VN BEEC.I ``��rr--tt ///
DATE Ialdar..ela D:��Tr, I (1 \ \`\\ % SEED 1-"-*" ..
�`��.sl�Cn �/ LJ /'
wmlM,� Mql are izo \\ \\`\\1 .. ) _H --.•--y / � EX.ASPHALT
ANNUAL LESPEDEEA KOBE IN PIEDMONT) so \ \ ` \ EX.SPOT ELEV. A
EX.DROP , \ EX. 7p8.90 790�3. /±..., 0
a,I,� INLET(±18XI8") `t � \ \ \ Arhiglill / 1
May l-A«,.Iz Piedmont ss ys Lw ted atop m EX.GRATE ELEY:±T88.30 ��� \ \ O /� /i �(.SIGNy te of 50 I //ancim /
r.,. IwA«<. EX.INVERT ELEV:T8T.0 `-.�� VTF-�. i
i� I� VN � _/ / IGHT 9" MAPLE Owner:
A,y.is-DN.3o fye igani lie -� % -SEED, / // + /
EX.SPOT/LL``.- 5 FORSYTH COUNTY
SOIL AMENI,MENTS i` •HP i� PARKS 8 RECREATION DEPT.
poliow tan tests zprIya 00 lb/acre got.agricultural limestone aW , ,4\, ,1 A"\ \ \ % 7 85 / 441I
1 ± EX. UNCTION EX.GOPJG. EDGE/
l00o Ib/acre Io-I tI,er ,�\ 11��Y *\ \ \ �_ --INLET BOX _ `\ 201 N.CHESTNUT ST.
M"aN i :k"\,� �, \ \ \ \ �89�� ---EX.FLUM. �'7�j' RUINATION-SALEM,NG,2�101
Apply
p„y 4000 lb/Acre straw.Anchor swam by tackingcal h asphalt,netting,or a �* .`1 \ \ " i
ring tool.A disk with blades early straight ee use s a 23 A,!-�(•=� r \ \ \ \•/ \ y�� y r.
mulch anchoring tool. 4116141.41111k .ir N` \ \ \\ / es�90 ��' -• ! 6�iA�1. I/ �-
MAINTENANCE
Repair.:7,fertilize,damaged meal Immediately.Topd-ass Pd.50 Ib/acre of G/ \ `\All.fin: ' ` \\\\\\ /- i 19 - -i-.-/,�i�1,//E,X.SIG N 1 rnit -- /
u,oveen in Minch.IF n la neccre-esaryKobe(Piedmont axmlld tamp«ay DDveran)or ondKor Junan \ \ - -- 14" EL � 00
/� 1
calm to ib/acre Kobe aryor e as Coastal Dan)«Korean
`{ \ --_ --- -/ _-- ,, ,/ i -/ Development Name:
In'Ioan Irs)Iespede:a In late February«early warn. \
Refer it if goweh ie hat FaIIy Etna.Resew,refertln:e and mulch \\ \ \ j92 �• y \
media ill fallowing eraelm«�t�r da nge. \ TANGLEWOOD PARK
wrspermanent seeding see the planting Tplal,plant streduie within tnls set of -__ - EX.15'X IS"SURFACE WATER
SLmtruction,sections e or.Il.l see N I. osi Central Manual;Surface \ \\ \ --____ INLET a JUNCTION BOX WITH SHELTER No.4 PLAY EQUIPMENT
\\ \ _____ _-- URg_ jrG' g3 SIDE ENTRANCE 8 6"PVC t. REPLACEMENT
\ \ -___ G �/ OUTLET 500 RIVER BIRCH CIRCLE
\ EXIST1*,EDGE OF TIMBER -;y -- GLEMMONS,NG 27102
er wER AT PLAYGROUND EX.GRATE/TOP ELEV. ±�88.30 -
SEEDING SCHEDULE/MIXTURE. (PERMANENT) \ -=- EX.INVERT ELEY:U81.50 / M
�PFaFe RATE�,,, \\ &G (TYPICAL)��� - / N.C. STATE PLANE COORDINATES Sheet Title:
�\ \ CONTROLPK NAIL ELEV. 793.50 SE®I MELT
e of Two turf-type tau fescues(90%)and Two or zoo aso \ Northing Eosting
more impTO.ed Kenwch)bluegrass vonbtles(ION) -\ G E RO S I ON
SEED,.DATES \ \ 819890.71 1583516.00
BEST POSSIBLE N N ASPHALT COMBINED FACTOR 0.99992361 CONTROL FLAN
TOL Aue as sa•r is ours ao BET as - A \N \P\AVEMENT / BASED ON GPS-VRS SESSION
M„T�r Fee -HAa 3I ' \ ( C 8-29-2023 Owner's Review Date: 12/12/2023
Far quality tkaa.•old spring seeding.where grading Ie completed during lam wmmr« \ / I R C POSITIONAL TOLERANCE 0.10" Owner's 2nd Review: I/9/2024
sp Itlgm a.motive Is to sew 3o Ib/acre Kobe lespedeza,keep mowed,prepae / / \ I K
and seedoperma:entmlaturelnecriyfall. / R\V Site Plan Submission: I/12/2024
/ REV. I: 2/5/2024;NGDEQ
Apply IMc and Fart zer c«di,g m sell tests,a ap ly 4000 Ib/acre guM -
agkulturol IMaHIOna and Ip00 Ib/acre 1040-IO Fertlllm
iii
MULCH I C N.C. STATE PLANE COORDINATES
Apply 44,00 ltdocre small gain straw or equivalent cover of mother suitable
mulch r strop by tacking knwlmae asphalt,
shin,,roving,or by crimping dal a d, CONTROL PK NAIL ELEV.
anchoring toot too 797.2.3 Sheet Number:
desk ° a mu Northing Eosting
MAINTENANCE 819849.35 1583339.07 s p_5 .
0
ding soli tests or cpplyy 40 ro In nitrogen J .or Feb.40 lb COMBINED FACTOR 0.99992361
In eept. to
40 lb.In Hoy.From a I2-4-3,ie-4-8,ccsimilm turf fertilizer.Avoid 20 10 0 20 40
fertilizer Mott he 1rv:g warm weather,as Ms increases stall losses to 04 CC/1 nA//`PC-I/Pc CFCC/nN I NI NI II As instruments of service these drawings d the design represented
breeze.Mott Ic a its OrIght a0 worm
-we inches m s Increases
Reseal,fertilize,and gs Re gn represeI
mulch damaged areas Immediately. ore the properly of laden Consultants.Reproduction,or use of
GRAPHIC SCALE: 1"=20'-0" these drawings other than for the project Intended without written
consent from the landscape architect is prohibited.Unauthorized
use will be subject to legal ocbon.