NCC242767_Site Plan or Location Map_20240913

PROPERTY INFORMATION: c
PARCEL ID NUMBER:6855-20-5828.006 SITE Z N
ZONING:RS9 W Z
ACREAGE:3.26 >
n U D K
��`���, PROPERTY OWNER/DEVELOPER: GKBERT yO�s o p Qp o
- - e - • MA0IC N LA PAZ CRUZ UMANA ST °2 N6 ..5 c 2
2320 CLINE STREET
WINSTON SALEM,NC 27107 p •FEpN Sq‘'s. 7 O
CONTACT:JAVIER SOuS 0 K Z Iy a+
PHONE:[phone] (n Z
HPIGHPq NTRDW O4720 KESTER MILL ROAD N w WINSTON-SALEM,NC.27103 - 0 �
PHONE:[phone] > z Z O
EMAIL:[e-mail] Q U v S o Li c
VICINITY MAP
NOT TO SCALE
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OVERALL PROPERTY FIRM LICENSE C-1891
1"=200'
I \ \ EROSION CONTROL CONSTRUCTION SEQUENCE ."O9 SN„CSRO,',,,
2-12-13 ` ':'O
NOW OR FORMERLY \ toy; E
\ DEISA GUADALUPE FLORES& S'\ NOW R FORMERLY SEAL ryr ji
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY (�y-
\ JAUN CARLOS SOTO ECHAVARRIA \ in
GEORGE WILLIAM SCHAAF OF WINSTON-SALEM INSPECTIONS. 197Q1U
D.B.3461 PG.3134 m r &CECILIA RENEE SCHAFF NOW OR FORMERLY •' 1•-(/T
PIN:6855-20-1569 'T\ D.B.3729 PG.134(TRACT I) \ GEORGE WILLIAM SCHAAF 2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE-CONSTRUCTION % f'•,-74 Es-- "
CONFERENCE AND INSPECTION SCHEDULE. "' r INE.:'�
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` N\ 905 _INV.IN D N P855 31 1� ) SELF INSPECTION---EFFECTIVE OCTOBER 1,2010,PERSONS CONDUCTING
37 CT 3
\s% N 0°-27'-33"E>73.13' EIP ' '\ a ` _,\902L9 PIN: -1-9 53 LAND-DISTURBING ACTIVITIES,LARGER THAN ONE(1)ACRE,MUST INSPECT THEIR
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° N 0°-53'-40"E>366.,27' - IN WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM
r' ( * �\ - - - - - - - - - INSPECTIONS OFFICE.
�,A 1 \ �v'' 20 ACCESS E,ASEMEN,I, ,"m THE PHASES ARE AS FOLLOWS:
- EX.DIRT DRIVE O \ `,I v 1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
- _ -I, __ _1 (SEE P.B.,24 PG.159). MEASURES.
2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
\ _- •�'• �n 4 V-�\ ___ �\ _ L -_ - - 4. COMPLETION O ANY STORM
DR INGRADINGGECI OF SLOPES OR FILLS.
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GRAVEO..DRIV • y'fib'�� S4tiv - '-_ --_ I 4. COMPLETION F STORMU TION O DEVEILOP�y'O.��y�S�61q�!� \ Jv_ v 5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
4'�1�ti 4 b � f NV �, � 6 ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO
A�.¢4l �S �S�i._1 (PIPEJOINT RESTRAINEROSION.m ` 1L..`a.,01:1.4'1ittlit'r' LUCNOT• FRANETBACI1 -- 1'1` , `I L �� 1\7.
SEE NOTE 5 , - l^O �Q► JI 3. CLEARSITEONLY ASNECESSARY TO INSTALL INITIAL EROSION CONTROL v! <
1/' ����- MEASURES AS FOLLOWS: Z Z
_ -� ---- _ i9p I A.TEMPORARY CONSTRUCTION ENTRANCE/EXIT 0
MENT BASINS.FOR SITES OVER ONE(1)ACRE,OUTLET
i i -�-�F- � P \ a "� PRDPD$ED('RA`'L DIjIVE 1 s_\_ I SINGLE OFAMILY SED B.
SSTRUCTURES URFACE OF THEIIBASIN,SHALL BE UTILIIL ZED.NO E WATER
DIMENTOM THE
APS OR J O
0 ' -- �--- ,-'' HOUSE LOCATIONO
ROCK DAMS ALLOWED. Ly J 0
q KEY NOTES C.TEMPORARY DIVERSION BERMS LL
\ 1.0 I I D.TEMPORARY SILT FENCING 0 _
- I \ V, �`_ INV OUT`_ --- I- SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES(INCLUDING'CLEAN" 0 1.. IX
-,, I • �� 8953 970 O TEMPORARY CONSTRUCTION ENTRANCE. WATER DIVERSION)UPON COMPLETION OF CONSTRUCTION.SEE GROUND ''�^1 I- 0
STABILIZATION CRITERIA BELOW FOR MORE INFORMATION. vJ
N C7 \ /\ ' O \ I - OB EXISTING TEMPORARY SEDIMENT FENCE. z Z
$HIV' 4. BEGIN CLEARING,GRUBBING,AND STRIPPING OF SITE AS REQUIRED.
m W \ \M�j C NEW TEMPORARY SILT FENCE OUTLET. 0 Z Z1 N r \ �A" \' �Q`L S O EARTHEN-MATERIAL STOCKPILES ON-SITE FOR LATER DISTRIBUTION AND/OR
0 W
O(p I IP , - (-J^a OS REMOVAL,AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND
(• / \ ,� ��' e- - G "eo V, Op NEW TEMPORARY ON-SITE CONCRETE WASHOUT STRUCTURE WITH DEMOLITION DEBRIS,CONSTRUCTION AND DOMESTIC WASTE,AND HAZARDOUS OR r, Q
fP I \ TN T }•=O, I:% ry kli,.,I/�,', 0 jU""\ �I LINER.PROVIDE CLEARLY MARKED 81GNAGE NOTING DEVICE LOCATION. TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN v_ Z CO
`.m IpJ INLETS AND SURFACE WATERS(UNLESS IT CAN BE SHOWN THAT NO OTHER
\.,� \ F ��1 W O NEW TEMPORARY SEDIMENT FENCE. ALTERNATIVES ARE REASONABLY AVAILABLE),AND WITHIN AREAS PROTECTED BY
Z 0
A
, Q/e ;��i �� EROSION CONTROL MEASURES. l^
U 1 �� / .,• / Q OF NEW PIPE OUTLET STABILIZATION.SEE DETAIL SHEET FOR DIMENSIONS. v!
/\ / 5. BEGIN SITE GRADING.MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE M O Z
m ' \ \ • /y I / K WITH THE MAINTENANCE PLAN.INSTALL ADDITIONAL EROSION CONTROL N- N
II I N \ \ , _ �" \\ `/ N MEASURES AS REQUIRED. LL
W
O �\ / A. ' /
NO GRADING IN THIS AREA 6. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES.STORM PIPING SHALL TION BE
''t/J \ B 900 \\,.‘ \
- INSTALLED TO THE POINT WHEREH IT ENTERS EACH DEVICE.COMPLETION OF PIPING
Z INSTAL YCONTOLINS OTOR.IENSALLPR TETION AMC
LE BVTHE
EROSION CONTROL INSPECTOR.INSTALL PROTECTION AROUND ALL INLETS AS
GRADING GENERAL NOTES STORM DRAIN SYSTEM IS INSTALLED.
\ ,� e'1 m` NOW OR FORMERLY
I'I o 4; �' B '\ \ C.KIMBERLY
P.
TAR 1.CUT SLOPES SHALL BE A MAXIMUM OF 2:1 UNLESS OTHERWISE SHOWN.FILL SLOPES GROUND STABILIZATION CRITERIA Z O A
A ,3 \ m &KIMBERLY TART SHALL BE A MAXIMUM OF 3:1 UNLESS OTHERWISE SHOWN. g
Z cs 'N SEE I '\\ tn'...__ D.B.2796 PG.2481 SITE AREA STABILIZATION STABILIZATION N CO N
( , \ ,°'���� NOTE v PIN:6855-21-5310 3.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL EROSION CONTROL DESCRIPTION TIMEFRAME TIMEFRAME N
I O \.�\\ 7 I \ ZONED:RS9 REQUIREMENTS.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EROSION EXCEPTIONS
\ m CONTROL PLAN APPROVAL FOR OFF-SITE BORROW OR WASTE SOURCES.
A C -�� ; -- PERIMETER DIKES,SWALES. DAYS NONE
o \ v s\ �\ _ �` - 4.TOTAL SITE AREA=3.26 ACRES. DITCHES,&SLOPES .,
S 5.TOTAL DISTURBED AREA=1.80*ACRES(78,339 SF). O m
4
NOW OR FORMERLY G� � I ' \ S '�"v,�'$�S -� �\ �� � SLOPES STEEPER THAN 3:1 ]DAYS IF SLOPES ARE 10 OR LESS IN Z
WINSTON SALEM FORSYTH 18 \!' \\\�Y4'O -- LENGTH&ARE NOT STEEPER I- 033 0
W
\ TF 99 THAN 2:1,14 DAYS ALLOWED O Z
BOARD OF EDUCATION ro \@�m�\� � p�' w 3Q U w
D.B.1132 PAGE 336 ro jI , , \ N'B=P ' F - - r SLOPES 3,1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES>50 FEET K K = Q
PIN:6855-20-8233 -T I \\ \t`5 _ __-,-
ZONED:IP I g / 's ��\ 4,O-- \ IN LENGTH 0. O U O
EXPOSED 1rPVC /\ ' \ \\m `/N/ ALL OTHER AREAS WITH 14 DAYS NONE
_ SEE NOTE I / '* •.• 0 - SLOPES FLATTER THAN 4:1
W 'X\ 7.PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE(AT APPROXIMATELY 45
•51 DAYS PRIOR TO DEMOBILIZATION),THE FINANCIALLY RESPONSIBLE PARTY(OR THE
/ \ \ �a yp -H DESIGNEE)WILL NOTIFY JOE FOGARTV(CITY OF WINSTON-SALEM STORMWATER
-!SS I I \ r \ EX.SILT FENCE 0 W/ 'C_ ENGINEER 336 74]6961)AND THE DESIGNATED EROSION CONTROL INSPECTOR OF
'. U,
_! LL BE
I SS - _ _ 7"R --\ O Q CONTHEDUCTED CN EIDI PRIOR TO THE PATED DATE OLEAVE DA LEAVE TE BY MR.FOGARTY AND E SITE.AN ON-SITE PTHE DESIGNATED
ECTION I
`S iy { Q `- Bg6. EROSION CONTROL INSPECTOR OO MAKE CERTAIN ALL ACTION ITMES HAVE BEEN a
_ SS •S / ` .� ADDRESSED BY THE CONTRACTOR.. O
• I900.] - _ - _ SS�- SS - \ 1 ! N ` m 8.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER o
_ HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN �u
• PROVIDE 3'MINIMUM \ \ -'5 STABILIZED.REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL IC
WS/FCEROSIONCONTR ICE • Ir FILL OVER EXISTING \T \ \a`�s °/ �2 INSPECTION AND APPROVALBVINSPECTOR.
PLANS APPROVED FOR N UCTION I:li SANITARYSEN!'ER �� \V A��`, �s _ om ,
o i900.7 \ \ \ 'Cm
This plan complies with Ch er Se n 4-ErO5IOE Control 3 'N \ \\.. A➢ EROSION CONTROL MAINTENANCE PLAN
P p \ _ m . 2-12-13
of the Winston-Sale rs ounty fled Development �� - - `'w \ ,�- o a
\ N ` SURVEY NOTES 1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND 0
Ordinance. Aprinte of the p pproved plans must - - - - \ \O, \ \ 0 \ SURVEY
NOTESORDINATES HORIZONTAL AND VERTICAL CONTROL WERE ESTABLISHED BVGNSS USING TRIMBLE R-10. FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT.
\ '`( BOUNDARY AND TOPOGRAPHIC DATA WAS COLLECTED WITH CONVENTIONAL TOTAL STATION.
be kept the const on si e of ce when installing I m P9 ',' 1 � Ce ‘ 2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME
9 O
required erosion con m Ur p \ 09 2- PROJECT IS AREASPARTIAL ON THIS PROPERTY._ SETBACK o�. K A.
Cie I ° �'' O ` \ o N �i ,`, 3. WREN REMOVE ACCUMULATEDEXCEEDS SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE
' <S 0-51•-31 W 271.�5 \ \ \ • I 3-THE AREA SHOWN AS A DEBRIS PILE IS COMPOSED OF TREE LIMBS AND OR STUMPS.NO CONTOURS WERE ESTABLISHED IN WHEN DEPTH EXCEEDS APPROXIMATELY OS.REPAIR AND REPLACE SILT FENCE AS
- - -_ - _ J � THIS AREA. NECESSARY. EROSION
mattheWO 8/22/2024 9:09:43 AM / '__- -\i r ElF' -
4-THIS IS THE APPROXIMATE LOCATION OF THE IB"RCP AND I5"CPP CONNECTION.ON INITIAL SITE VISIT,02l17I24,THE 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER
L \ CONNECTION WAS VISIBLE.ON NEXT SITE VISIT,02I2D124,IT WAS BURIED, CONSTRUCTION INCLUDING.CLEAN.WATER DIVERSION BERMS.RE-GRADE/REPAIR
r t_ `- `i,`� / \ END WATER FLOW BERMS AS REQUIRED.
WS/FC WATERSHED PRO ON NOTICE ________ --"-' \�r' SEE NOTE] 5-DUE TO BLOW OUT OF ORIGINAL SILT FENCE.THEACCUMULATION OF MUD IN DITCH CHANNEL WOULD NOT ALLOW LOCATION CONTROL
1
PLANS APPROVED FOR N UCTIONm ^I OF TRUE CREEK FLOW OR GET ACCURATE TOPO SHOTS. 5. CONTRACTOR SHALL APPOINT ANON-SITE INSPECTOR AND MAINTAIN RECORDS OF
N �,1 ' �„ INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES
I
-� E`\M\55 �, \ �'! O 'r 8-THERE IS WATER ENTERING AT THIS POINT.THERE IS NO PIPE VISIBLE AND THE SOURCE IS UNKNOWN. STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. PLAN
This plan complies with Ch er ,Se n 2-Salem Lake - --- -GLEN I \�- i'\I\ 7-THE wATER FLOW GOES UNDERGROUND AT THIS POINT.REAPPEARS DHTNORTH EAST.
Watershed Protectio th 'nston- m/Forsyth County I I \ �\\\" 6-THERE ISA 5.3.SECTION OF 6.PVC PIPE.IT APPEARS TO BE SEWER LINE FROM THE SCHOOL PROPERTY.SOUTH.IT TIES
Unified Development inanc p d set of the stamped/ - ,/ - , \ I \ \ , INTO MAN HOLE 4.
approved plans must kept n c ruction site for \ r /\ DPI, \: THE TOP ELEV.IS 905.4 ON THE NORTHERN EXPOSED END. GRAPHIC SCALE SHEET
reference during con cti NOW OR FORMERLY 30 6 w fio 20 ClSUSAN K MAZE \ ei)1
1 .O
D.B.3183 PAGE 2215 \ �[j\
PIN: 1S168 \ \
ZONED:RS9 •\ (IN FEur)
matthewo 8/22/2024 9:09:35 AM 1 Inch= 30 ft.