NCC242048_ESC Approval Submitted (2)_20240708

$ L�/L:�
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RLE4SANr wLuc a SITE LATHAM-WALTERS
- \ OR ENGINEERING,INC.
DEVELOPMENT DATA: DEVELOPER/BUILDER/OWNER: LEGEND 2 m 16507-A NORTHCROSS DRIVE
�1 j N.C.CORP.LTC.C-1815
TRUE HOMES,LLC BECKS CHURCH RD
1.PARCEL ID:6818-44-8854.000 � A
DB:0011fi3.PG:01226 2649 BREKONRIDGE CENTRE DRIVE STABILIZED CONSTRUCTION ENTRANCE IS CIS;IS; L= HUNTERSVILLE,N.C.28078
SITE AREA:821.45 ACRES SUITE 104 L..•IY�S_. <y
DISTURBED AREA PHASESLOT AREA: MONROE,28110 - T - - 3 PHONE:[phone]
PHONE:[phone] LIMITS OF DISTURBED AREA O h ?
t5.33 ACRES(t232,362.0562 S.F.) y �P 0 FAX: [phone]
DREW FULCHER SHA77gLON DR /.yj'� Jlm®Iwenglneer.cam
El
2.SITE ADDRESS:4804 MURRAY ROAD tlNlcher�tmehomesusa.com SILT FENCE a • • 0 h
WINSTON-SALEM,NC 27106 >
3.ZONING JURISDICTION:WINSTON-SALEM ENGINEER: SILT FENCE STONE OUTLET
LATHAM-WALTERS ENGINEERING,INC.
4.EXISTING ZONING:RM&S I-SS1 g
EXISTING USE:VACANT 16507-A NORTHCROSS DRIVE SILT SACK INLET PROTECTION II„sg,ll
PROPOSED USE RESIDENTIAL BUILDING, HUNTERSVILLE,NC 28078
SINGLE-FAMILY PLANNED RESIDENTIAL PHONE:[phone] .1 IIII /,�
DEVELOPMENT JAMES L.WALTERS,PE .s�•(N CA 11'
- [e-mail] HARDWARE CLOTH B GRAVEL VICINITY MAP OQ- FES
INLET PROTECTION N.T.S. = C5
SURVEYOR: = SEAL =
MICHAEL GREEN ASSOCIATES LAND SURVEYORS - 18584 I
LEXINGTON,NC 27295 b�q/•"'
PHONE:[phone] 9��•5 INWP�,`
L.
`\\\\� \ 1 / ,� \I I I 1111111
PLEASANT VILLAGE DRIVE �� /. 1
00
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// /� I 1 /
1 T\ \ �\ / I 1 1 I
I JAMES H.NICHOL5,1R. _.DB1934 PG no JAMES H.NICHOLS,IR. -/ / - J / / \ J
L--- -- PARCELL6s18454311 1 PARCELRACT243n -/ / - / '-/
( I 1
PHASE 1� AF BUFFERYARO 1 EROSION CONTROL CONSTRUCTION SEQUENCE/NOTES: ALCOA
ID -L J/ �` 1 1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF
0
Te-b��' q � // .- I WINSTON-BALEM INSPECTIONS. PROPERTIES,LLC
�_ ,anx tr� �,
( \ 1 ES
LIJ - \ /// I_( _, 4)1 2.CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE-CONSTRUCTION CONFERENCE
Z • - / I I A I- i // AND INSPECTION SCHEDULE.
W t 18 41,888.0930 S.F. // I I _,V 1 SELF-INSPECTION--EFFECTIVE OCTOBER 1,2010,PERSONS CONDUCTING LAND-DISTURBING 2806 REYNOLDA ROAD
V) ` 11 ACTIVITIES,LARGER THAN ONE(1)ACRE,MUST INSPECT THEIR PROJECT AFTER EACH PHASE SUITE 1 72
50085 F. / / I r-/ / '1 �/ OF THE PROJECT,AND DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS WINSTON-SALEM,NC 27106
Qr'_,� 658] F. es,
// / / £ , AVAILABLE FROM THE CITY OF WINSTON-SALEM INSPECTIONS OFFICE.
_' ees PAD a'' �/ ; '. DEo Tory // I.......
y / ,c^i a? / [phone]
LIMITS OF • 694.5 816]ly-.0,
�'• �II / /TT1 / THE PHASES ARE AS FOLLOWS: [e-mail]11
DISTURBANCE(TYP.) PAD �4 / 4,IEX CONING Rse / / L-- _/ 1 m/ 1.INSTALLATION OF OUTFACE DRAINAGE ONLY AS SHOWN ON PH.1 E.C.PLAN.
•1 / 893.57` _ 1/ 2.INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
/- • ---- -- ///"• 3.INSPECTION AND APPROVAL OF DEVICES BY THE EROSION CONTROL INSPECTOR.
�.� ��ro`� 111 - •• _� ---- / 4.CLEARING AND GRUBBING OF EXISTING GROUND COVER.BECKS CHURCH ROAD - •�.� ��4. °• -- ?-/ 1 £ 5.COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.y=v n, / - ///50'PUBLIC RNV W �•7�•� / W , y4'1 / / -- ----- / 1 7.EOMPLESHM NT OF DERMA ENT GR DEVELOPMENT.�^ ro��� 'i] �} i -- _ 7.ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.•y` o5]ssF , PA�RGEL 1 _ .
■- -V �. CB �++� I P� T Px CELL�sE GEsovu 00. S 12'04"26"""E \; 3.CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS FOLLOWS: 0
• I >t• e9o.s cREG TLE ,-_ _ - 103.84X(7/E) \ ^I_
A / _ Y A.TEMPORARY CONSTRUCTION ENTRANCE/EXIT
� � .ly;�\ S � IU rvrvG.Rss -- I - / \, \\- 1 B.TEMPORARY SEDIMENT BASINS OR TRAPS(FOR SITES OVER 1 AC,OUTLET STRUCTURES).
M'�p1 . / / 1 C.TEMPORARY DIVERSION BERMS
ORY6MARABARNErc //
_`� .y �61 16 X 34 CONSTRUCTION ---�/ � 1 J D.TEMPORARY SILT FENCING N
" -+ �AD 8188 SF 1 / -
pqp 1 888.2 / ENTRANCFJEXIT TVA.MIN. .--, _ i \ L- J
r 8920 PAD90 ��A ` 4 ---- - OLD PROPERTY LINE__-I i / 1 pp / SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES(INCLUDING CLEAN"WATER U L
■ 8,.5- se,,,,. , 1f16 / / ` l( /J ORVEWAY DIVERSION)UPON COMPLETION OF CONSTRUCTION.SEE GROUND STABILIZATION CRITERIA • Z
• ® 1 -- BELOW FOR MORE INFORMATION.
® • 41 42 1jr A11O11 - ACAMSARTo«SE�E-ESE6- HARDWARE CLOTH&GRAVEL I 1 l '. `, O O O
PAD 5128 F YARNEY c
0244
yy REGORV
r 5182 S.F. 4884 S F �Sfr 886.2j - - CASTLE INLET PROTECTION(TVA.) .� 1 asa 4.BEGIN CLEARING,GRUBBING,AND STRIPPING OF SITE AS REQUIRED.EARTHEN-MATERIALS ^ I-
i /'�
\ \••.•J i / `• ® h STOCKPILES ON-SITE FOR LATER DISTRIBUTION AND/OR REMOVAL,AREAS DEDICATED FOR G C1-
-'r -\ ,�� ��ps e,�, _ zo7 MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS,CONSTRUCTION AND DOMESTIC J
% • O
- /J - 882' -' _ - _ 1 WASTE,AND HAZARDOUS OR TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM 1
_ C-• i- w\884. `Io' O - ---. -- - _ __ � �, 1l (1 STORM DRAIN INLETS AND SURFACE WATERS(UNLESS IT CAN BE SHOWN THAT NO OTHER Q
��•_r
PAO 566]3 F�
y i `8842 `I••y `.(�• .. \, ALTERNATIVES ARE REASONABLY AVAILABLE),AND WITHIN AREAS PROTECTED BV EROSION (n
>I# �__� 1.. �11�I _ a , 14,€-9 •_•r _ z l° L u.E. --rl CONTROL MEASURES. 1 I O
JOPDAv�- Z � ` �� r a^aA T' Rqq 1 T yI LEUMEZEU �•,, �br�r��■ IIII�® � ill`, B I2 �?/4j y F' ` 20 P. .E.-rdir, r, it l i J 11
-w�.�.; • _ �• _ BEGIN SITE GRADING MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE -
' `�-- -- ---^ � �•r.'t� '.'F ,_. ;• - !: 6 5 MAINTENANCE PLAN.INSTALL ADDITIONALEROSION CONTROL MEASURES AS REQUIRED. 0
MEM �O! I =DxlxGx39
as
Ri ,fr e.�.46.. H
Z I L� ! �� 1 • j `'^r'� /® --'-'�� - ---87a D•4 � $ 8.INSTALL STORM DRAINAGE SYSTEM AND UTILITIES.STORM PIPING SHALL BE INSTALLED TO THE O ( Z
/ "' / `A 1- 17- 1 , A t; ` POINT WHERE IT ENTERS EACH DEVICE.COMPLETION OF PIPING WILL ONLY BE ALLOWED ONCE C/' L
J r 52 0 O ,I, O '� ]058 S.F. /, -\ r�'1"I"1'TT� } Y THE SITE HAS BEEN DEEMED STABLE BY THE EROSION CONTROL INSPECTOR.INSTALL w
l.Ll 52135.F. 5209 S.F. 49 48 47 46 ® 44 /�j C 4/ ®`Pe \ PAD2 _- j'I ® -�1 o14, WAY _ PROTECTION AROUND ALL INLETS AS STORM DRAIN SYSTEM IS INSTALLED. O
52045.F. 52005.F. ili65 F. O W� 't.38 ;; A�, 9 8]33 S.F SOOO S. `L © 4 mgw �, X.�ftw�
rn 51955.F. 5191 3.F. Sr••�
--� _ 5182 S.F. 51],_ 51]35.F. •/ ®� �,. C613 // DAD 5000 S.F 5928SF .9285�' ' O-1 © ¢r Z}�� , CI 1
= PAD PAD -'D PAD PAD PAD PADj. 876.2 000 SF.
II1I
pA0 PAD- PAD SILT CKINLET j \/{. •_•,/ / 5 PAD Ii 5ot4S'F' 51185.F. Y m_` e ' GROUND STABILIZATION CRITERIA
d 883.0 883.0 882.5 882.5 882.5 885 88.5 881.5 88.0 88L0 .PROTECTION TYP �a \\ '•�\,•.yam ® I�8]5.8 �I 875 PADI
�� PAD I P p V�t' !., I 7
_ o 8758 SITE AREA DESCRIPTION STABILIZATION TIMEFRAME STABILIZATION TIMEFRAME EXCEPTIONS
rcl I 75. PAD I 89215' O
.:�'•'1 r.'. I -_. rE to RCPY*y�- - 878.2 ! _PAD i ALES
i{ -�� - •. -•'- F'■ c _ _ r I-- 1 PERIMETER DIKES,SW
"� I' "' I ,��.I '�-_' + is°RCP D 22 am. /` /C9 y- % �.� •;' 9 '� 8 `: I - II� - PAD I, I 1\ DITCHES,&SLOPES 7 DAYS NONE O O
lCY:.1® Y rT .�T --A' � .� S+ i �1 a "I,y- .... �+��l-Z:■ � '`�` 877.0 a� 1 IF SLOPES ARE IO'OR LESS IN LENGTH M
,:.8830 - •2-__--_ "___ --__���vai .��. .i CB 13A�1 \� �..- � _ I 8�� _ m i Li
�!_ _ `-__'_ ,. `'••- Ig .1 11 I r>ce 1, CB ''. :, 4� S n S 1" 1 J5 �R 1 •\-.,I "1 \� SLOPES STEEPER THAN 3:1 7 DAYS &ARE NOT STEEPER THAN 2:1, � L
RCP _
MINT HILL CIRCLE --1'''''
lsac - - - - r.ca/ NP \ 0f- 1e Rw R -R �' �� ,17• . \ ��l ...1 . 14 DAYS ARE ALLOWED L.f_
16'X 34'CONSTRUCTION h sr PUBLIC R/W •.___V• P I lra _ za / \' CB t6 p cP BECKS C ARCH ROAD -W:-:-Ifit___,:-1:-_,
'1 •' d I I 1 7 DAYS FOR SLOPES>50 FEET LlENTRANCE/EXIT(TVA.MIN.) __ ` -- __ _ cP� �� ' s4^ - PUBLIC ..cP 'u SLOPES 3.1 OR FLATTER 14 DAYS IN LENGTH2 in
j 1'•. - ' '.;Ir Rc�ma RNy a 2t-' r Ir- --1 11• 1� • 1-roI�`'1:1■ ' "•" Il "- • ' d ALL OTHER AREAB WITH1„r�r.::ii 'wp 8'10 - .,1 CB Is W ..\ `'. }� \ 14 DAYS NONE
= _ _ SLOPES FLATTER THAN 41
1 PAD_ PAD •`41^ • `fi 1`•: I�WO: i FES JI P,.• �� �� EX.B CKS
I ' " - ■ FEs a _B65. I'A� II . _ c'�'"_yr,° '"- ,8.�►.�-- CHUB H RD 7.PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE(AT APPROXIMATELY 45 DAYS PRIOR TO
CO
�883.0 883.0 PA PAD PAD • PAD PAD- pqD " �� '■y 60 PU i RAR DEMOBILIZATION THE FIN
• N 63. 88 . 867 .- 881.5 881.5 �BYS I 8793. I 879.0 879.0 �A6 Iti- r COS3 873.5 8�yLi
pqD Y!■ ���•� - FINANCIALLY RESPONSIBLE PARTY(OR THEIR DESIGNEE)WILL NOTIFY CITY
• J 69 - 877.0 �.I 0.83 Au 8�'S 87�5 pqD -- -- - ir
- I . �t`i1,���� _ OF WINSTON-SALEM DESIGNATED EROSION CONTROL INSPECTOR OF THEIR ANTICIPATED DATE TO
M'
70 •;__ 71 73 /� 873.E PAP �" E
7 4]20 S.F. 4]3 4]3]SF. I 4]425F. .P. 4] r.t -- 76 8735 PADSAD DESGNATEDI EROSON CONTROLPINSPECTOR TO MAKE CCERTAIN ARIOA TIIONHTEMS HAVE BENTH� • +�- 749F.- 4]428.F. I4]3q 5.3.. 4]2]S.F.I °' 54063.F. 78 79 80 ® 82 ¢5ADDRESSED BY THE CONTRACTOR14f4i;
P 0 A F. F 5224 S F \ �3•: __ � �S - • _ it. Dao11 5i84SF 5020 SF �•.�. •-.o __ t _•- s 4]$1 S.F. 5 8.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN
5 5345 S.F. L�II"�"- _ ftcft. /'t - F ] ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.REMOVE EROSION REVISIONS
II- _ - 2128E
.mG -�c 865LJ i \ nummonri CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR.
a 868 6
1
' - -_ gsl G 868 ®�PHASE 1 rc HECKEDFORSTABILITYAND
��b 866 ® _
MAINTENANCE PLAN:
30 TYPE BUFFER ® i..... FEB I 864 ? ��®■�� �� OPERATION EACH WEEK AND FOLLOWING EACH RAINFALL
A® '-r�:� 1.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE C
1,11
/ - SMP.ESMT 30 TYPE II BUFFERYARD
/ / / / / // - - - - - _ _ \ \ P PE FES e / �I it 11110 1 2.SEDIMENT IS TO BE REMOVED FROM THE ROCK DAMS AND BASINS WHEN STORAGE CAPACITY
/ / / q0 0 I 4 III
••• REACHES 50%.GRAVEL IS TO BE CLEANED AND/OR REPLACED WHEN THE SEDIMENT POOL NO
/ / ----- 1I / / - --- - - - I�RRAv CT
LONGER DRAINS PROPERLY.
-�// - c B I /- / Ili I
/ / M L / / / / / \\ \ PARCEL 0 NAPI 1 ARCEL lb Rouz teas-]stzb98 I •; 3.SEDIMENT IS TO BE REMOVED FROM SILT FENCE WHEN IT BECOMES APPROXIMATELY 0.5 DEEP AT
/ ry x,Rse EL/ 1nw I/ // / / // EXISTING USE:VACANT
000 r
.�' THE FENCE.THE SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
WS/FC EROSION CONTR ICE / / ENTAL
808061 c.as9 ex X0 DIMIa0EL !• I �JI 4.ALL DISTURBED AREAS ARE TO BE FERTILIZED,SEEDED AND MULCHED AS NEEDED IN ACCORDANCE
MANAGEMENT.LLC
EXISTING101.11..p.
/ Ir / I / \ TY \ I qs se use I I WITH THE SPECIFICATIONS.
PLANS APPROVED FOR N UCTION / r I E1 CONING RS9IT I y/ NOTE:"P.D.A.E."=PRIVATE / I I I L I��'ll
MANAGEMENT,LLC
/ L-- 1 DRAINAGE&ACCESS EASEMENT 1
This plan complies with Ch er ,Se ri 4-Erosidn Cont l-- / I I l I \ I
of the Winston-Sale rs ountyfled Dvel / --
en/t- �--,/ \/ i / I \ 1
Ordinance. A printe of the p pproved plans must / / I /' r - - \ \ A �I Il
be kept on the const on si e of Ge when irlsfalling// ��< I I / -- V \ 1 .5 // '� L II1 I
/ ,I • / / \\ / - PROJECT NO.:2021.15
required erosion con m Sr z 1 ./ rilm\
�'I a: v I / v 1 /' / ------- v v v �y /1 r v
-0 I 8 I\ / / / \ 1 I r I /
\ ' I ( t I I �11 DRAWN BY:MRH
a. matthewo 7/03/2024 7:30:46 AMI CHECKED BY:JLW
LD
LU
DATE:6/4/2024
I
O �� 1). CONTRACTOR ARE
IS FULLY RESPONSIBLE FOR COMACONG
NSTR
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
J UTILITIES ARE LOOTED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE
USING FLAGMEN ETC.,AS NECESSARY TO INSURE SAFETYSHEET NO:
0 TO THE PUBLIC
`` 3). ALL PAVEMENT CU15 CONCRETE OR ASPHALT,ARE TO SO 0 3O 60 11 240
\�/ BE REPLACED ACCORDING i0 STANDARDS OF THE NOR1H
I CAROLINA DEPARTMENT OF TRANSPORTATON.
in I/ 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING 1I'1 )
- Know what's
lags below. STANDARDS PART 1926 SUBPART P.OR AS AMMENDED. 11}1Cti= BD ft. ■
c\ Call before you dig.