SW4240203_Plansheet - Other_20240515 (3)

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 B1 BF5280
1 ( '� 1 r t � \ ,� r /� � /�/"/" -"�- /" '\ / �. J - � - - - - � - - � e LOCATION MAP N.T.S. .
BEENQ &CARTER PR.
CIVIL ENGINEERS LAND SURVEYORS
0 LAND PLANNING
�.� / \ / / \ \ \ -� J / / / / o / / °; / / / / ) I / / // J -\ \J '- � - J /// '-• �\ - // � \ / / / ( R�oR,� � 4970 US Highway 311 N#669,Walkertown,NC 27051
OFFICE:[phone] FAX:[phone]
W WEB: www.bc-eng.com
0 Corp#:C-4017
\ n \ / 1 I / _✓ // 1/ / / � '/ // /// / ) / // l / f lI ( l �/ // \� r �' �' J // \- `J/ 1 (\` /J ) \\ //� // // > SITE Z
Temporary diversion 8.0'from PL(Stay // �. / \ I \ // / a Of
/ \-� / \ - � / W SEAL:
/ / O / out of 10'septic field setback from PL) / / \ I / ����"`"t"""'iu�„���,
1001,
Es /
/ / / \ I / =_ :v
PIN:6829-68-5595 ✓ PIN:6829-68-9542 J = _
\ / / I / /� r� of / \ - _
\ \, \ /// // 6 // 'BLOCK-LOT: 4951-027 BLOCK-LOT: 4951 F-015 \ \ 1 - - _ / // _ c
/OWNER: Clarence A Overby / -OWNER: Steven K&Sonya L Waddell ) I _ / / o 038574
DEED BK-PG: 2922-1419 / DEED BK-PG: 2798-3117
LAVE 0 '�--�9• •�NGINEF�••�```
v �\ / J / O� SHEII Rr �� •. ••��`�`�
6� \ \ \ / ^ / v<v HARBpR `V ''' u�nnC1P`"p�
1 ` /) 1 _ - " ✓/ / / / / // / / / J� �� � � / / // .�� / / � / / rp�'� \\ \` \ / / ° 2/13/2024
Silt fence stone outlet at low point;
Drainage Area 0.15 AC _
( / ` / / SKIMMER BASIN#2 / / / J \ \
I 'l ) °O 1 / / / / / /• 30'W x 6o'L x 4'D;1800 SF;3 Baffles / / / J \ / // // ❑ Preliminary-Do Not Use for Construction
/ / / / o' \ ` \ � \/ ) � / IMPORTANT NOTES:
3"Skimmer w/1"Orifice;Outlet Protection i 1 9 \ \
\ f �� 6'L x 8'W x 1.5'Class B Riprap / f / / f�� 1$ 1!w!7 ~Z \ // ❑ Final Drawing-For Review Purposes Only
� / f � PIN:6829-78-0405 /
,p/ / // �/ / / / 6.0'Emergency Spillway lined with filter fabric / / �9g8'E \�� - S�F 1 BLOCK-LOT: 4951 F-013 / / // / 1. The purpose of this plan is for general clearing and grubbing of the site to better Final Drawing
1 / / and Class B Riprap / �3 / / /
/- r / N OWNER: BRITNEY ALEXIS SPAETH / / / // / / determine the final private septic fields. This subdivision was approved by planning
_ DEED BK-PG: 3719-1012 / / and had roads and water main constructed in 2008-2009. The site will utilize
Drainage Area#2 i / `tt` / / C'- - ` - _ -
/ / / ' - - ?� �' ) \ \ / / / individual lot septic stems and is current) being evaluated to determine the final lot PROJECT:
/ 88003±SQ FT / �1 - \ '� ) \ \ L -/ \ / p Y Y 9
2.02±ACRES ,,/ S 1 T /l f��p_ - \ o \ , p / Il \\ F ) (\\ \ \ \ \ / �) / / f/// _ J J - layout. Individual lot level erosion plans will be added to this set once the lot layout is
/ \ \ \ \ / ( _ / finalized.
See Home Building Sheet C-3.4 /
(�. ( 1 / / for additional details on future / �� / / �xr J / - " / / / I \ \ ( ( �- r \ \? ( ^ / �^r// / 2. NOT A BOUNDARY SURVEY. Boundary shown from survey by Accurate Surveying
driveway install in this area / �O / ! �` , /v / / ( / / / ) �� \ �sA \\�\ \ �L \� i / / PLLC, dated August 11, 2023.
- - • 1• 1 - J / -3r / / / / / Drainage Area#4 / d'3 / \\\ I \Streams and Wetlands determined / 3. This ma Is a compilation of information from field survey, deeds, Count tax
( \ 1 _J / `� I Above ground concrete washout(Typ.) / / / / O / / / 90939±SQ FT J/ \ \ > by Pilot Environmental / / p p y' y
\ \ - �� 2.09±ACRES r ) � �\ \ \`^ I \ - i x information, structures and topographic information furnished by the NC Spatial Data.
4. This site is located in the Muddy Creek watershed.
Existing paved ribbon street will be / / / / / / / / / / �00 -� / / � `� \ ( / // / / �
used for the construction entrance / 5. An off-site borrow and waste required for this project must come from a site with an
1 �\ \\ \ / / r/ / / / / approved erosion control plan, a site regulated under the Mining Act of 1971, or a
landfill regulated b the Division of Solid Waste Management. Trash/debris from
/ 9 Y 9
^ SKIMMER BASIN#3 / / 1 / _
( ( O / I / ;� /i / _ - -- - demolition activities or generated by any activities on site must be disposed of at a
/ (/ \\\ ) I PIN:6829-78-0373
_ / / / \ - \ 1\� ( l f J 1 zo'wx 90'L x 4'D;1800 SF;3 Baffles BLOCK-LOT: 4951 F-012 / f / / / facility regulated by the Division of Solid Waste Management or per Division of Solid
/ I r / / J J Otis' r 2"Skimmerw/1"Orifice;Outlet Protection _ / / /
/ / \ \\1 �' e° P° /� 6'Lx 8'Wx 1.5'Class B Riprap C r u >\~- \ \�\\` ) o (, OWNER: Jeffrey C Payne ( ✓ / / / q / Waste Management or Division of Water Resources rules and regulations.
/ / \ \I I �Q / I'D tat\oao,�o 1 ,/ 6.0'Emergency Spillway lined with filter fabric / t j/ /�)) ( \ \ \ \\�
ry / \ DEED BK-PG: 3159-2816 -
/ and Class B Riprap
SITE/ EROSION CONTROL INFORMATION:
I - ✓ ) L \ \ \ \ / \
/� -ram \ \
J / �
o
� '� � J\(- O ( C- r�� " - SKIMMER BASIN#4(Existing Refurb) �`� � / II ( \ � / // � � / f /J / County of Site: Forsyth County
I SKIMMER BASIN#1 (Existing refurb) \ ( ) / = \\
O / / 1/ \\ } I \ \\ / �• 35'Wx60'Lx4'D;2100SF;3Baffles \ 5. / \l - �
/ / - \ l / / / Watershed: Muddy Creek
� 25'W x 40'L x 4'D;1000 SF;3 Baffles 1 / ( � � f� 3"Skimmer w/1"Orifice;Outlet Protection
. 3"Skimmerw/3/4"Orifice;Outlet Protection _ \ \ 1 ,�� 1• 6'L x 8'Wx 1.5'Class B Riprap \ I ( \ - / / Stormwater: Phase 11 (Delegated City/County)
6'L x 8'W x 1.5'Class B Riprap 1 r I \ ��U1�y / ) ' /l' 6.0'Emergency Spillway lined with filter fabric / W
\ o \ g v p v \ ((( N, �/ / / Total Acreage: ±16.638 Ac.
Emergency Spillway lined with filter fabric / / \ and Class B Riprap ` ) / ( / // '
and Class B Riprap J t_ / \ 2 �7 w /'/ ) / ) -�11\` �;\\` J /_ / �J w� ^ /-�r- J J/� Disturbed Area: ±13.75 Ac. V
Drainage Area#3 \ \ \t /r _ ` ����- �� Soils: FcB2/FcD2 - Fairview Clay Loam; PcF2 - Pacolet Clay Loam; CoA-
/ J ( 77040±SQ FT C v -7� \ p> \� J S \ rri //// - - `� ✓ -
` 1 f oL p _ > \ s� \ - ` \,^^ Codorus Loam; ToC2 -Tomlin Clay Loam; TmB- Tomlin Loam
1.77±ACRES '® �) f / L TD� ( � \ [ � - -
\\ O / / `� /�/ / I J \ l L \ \` s4F �i j \ \ \ -1 J �
�,7 o - 1 \ / / \ ) ( 1t �� ` \ \\ <;� j% _ \ \ ) // EROSION CONTROL CONSTRUCTION SEQUENCE J L5
/ \~ / to
/ Drainage Area#1 / `? ) \ \ / J / ) \ \ �� 1 /
/ /� ,/ ` ( i r f 1 / /_,� it / /-�/ / I ��` \ \\ oJ' BLOC 29-78-2228 �� 1. Obtain grading/erosion control plan approval and permit from City of >
/ 48037±SQ FT . \ \ - _ BLOCK-LOT: 4951 F-011
1.10±ACRES �bo'O J / \ r ��1 \/ / -- -' , J O �� ` / ) / / / \ / / \ 4'� \ I - Winston-Salem.
f / / ID \ / / / / / / �- / / / I \ \ OWNER: Douglas Edgar Styers Jr. u0
��� r / r / ` / l /DEED BK-PG: 3113-3786 / 2. Contact Erosion Control Inspector to establish a pre-construction
conference and inspection schedule.
/ 1 / / 4 / o -� \ / / �J / / / 1 / / / / I / / / O
�/ /\ �/ Ensure positive drainage of temporary �o ) / ( \�j / // / l Self Inspection Effective October 1, 2010, persons conducting O +� O
38, oo l� / / / \ / / / diversion across gully area ) / \ / / / /� land-disturbing activities, larger than one (1) acre, must inspect their project O
�✓ / / / / / os"lN ) J � o sQs \ \ o / '( l l ( / / / - Lu / / after each phase of the project, and document the inspection. The phases N T_
Drainage Area#5 J l I/ / / I / / / / f / / l ) \ I \J// /=/j p p j p p O -0 V f`
189064±SQ FT C / / J ) S c / / ( / / /m are as follows: cn z
r 4.34±ACRES / ( ( J / / / / r �) ` C / /r/ A. Installation of perimeter Erosion and Sediment Control
n \ 1 % measures. '
( 00
/ // / z � � Cfl
I // / / / / ( `' ✓ / \ / ( \ 1 / / / ( I ® r` -\ \ �/ B. Clearing and grubbing of existing ground cover. _
3 •1 \ / ,� /// / \ r ` \ ) I S J / I / / // S / ) ( o / � ) „)) + �• I� i/ / i C. Completion of any phase of grading of slopes or fills. W O CA
N -45'�9" \ -� ( \ J \/ / �l o / ) ) ) ^ ( / ) ( o / / / / / I / / c' - J ( / D. Installation of storm drainage swales. M (.) �
) 1 I I I ) I ( �1 ( ( / / �w J ` ` / / / E. Completion of construction or development. ILL = (0
F. Establishment of permanent round cover sufficient to restrain (D >,
) I / / / ( - I I 1 1 �� l I I f� / p g 0 zi#
_J ) / 1 ti ) 1 ( / 1 / / ) l 1 N !r / / Erosion. - L
( ) I PIN:6829-67-0908 r / / \ `�l Existing paved ribbon ( / ( ( ( \ / i / / / ( y \ ( I
\ r I) \ - \ \ \ / { ) / / I 1 r ( 3. Install Erosion Control Measures as follows:
ILL
BLOCK-LOT: 4951-025 .- / \ � streets with side ditches ) ( � I \ 1 SKIMMER BASIN#5 I I � / \ 1
OWNER: Dale T Liven good \ - '� / - rn \ \ ) / / ) ( ) 45'Wx 90'Lx 4'D;4050 SF;3 Baffles a. Temporary Construction Entrance - Existing sued subdivision road
DEED BK-PG: 2557-1793 PIN: 6829-67-1999 ' ^ / - c N \\ \ Z \ `� �- / ( ? I / / / I I 3"Skimmerw/1-1/2"Orifice;outlet Protection / / / ( J ` J p ry g p
I I1 I 1/ ! \ 1 -F r r b. Temporary Silt Fence and Stone Outlets
BLOCK-LOT: 4951-116A F N \ \\ L \ 1 \ / / I I 5 L I l ` 6'L x 8'W x 1.5'Class B Riprap
OWNER: Harry R& Audrey M Mullen C�� \ \ \ 9 ' `\ / ) ( / ) / / (� ) l 12.0'Emergency Spillway lined with filter fabric / / / / / / e. Temporary Skimmer Basins CLIENT/PREPARED FOR:
DEED BK-PG: 3269-3654 /\.�- � � 0 \ \\ \ ~ / ( \ / [ \ J ) \ l l { ` / r /
\ / and Class B Riprap ( / ( /// / J d. Temporary Settling Basins
�o / \ /� \ \ ~ �, \", 1 ; ( l ( \ \ \ / \ \ / / //// / / e. Temporary Diversions
�M �, . � � \ \ .� ` _ _ _ �_ � , -_ _ r-, ) 5 � t t � L/ SHEPPARD, INC.
o ` \ \ l - _ _ / \, - / -- I \ J S29°41'19"W // / / f. Permanent Diversions/Road Ditch Lines
7 - - ( ( / / C/O Domingo Isasi
° a o "� \ w O / / / / > 1 / / I //J / 3989 Huddin ton Ct
\\ � � / (/ / / g. Above Ground Concrete Washout
/ t n \ ` ,l vim.- r / � -- � _J / / g
Winston-Salem, NC 27106
Permanently seed all disturbed areas upon completion of grading work. See
/ W. r l / I / / / Ph. No.: 336-448-8040
\ /o W J r Z i / r /, Ground Stabilization Criteria below for more information.
\ \ I I \ \ \ \ ,� ��- -J� -J /� - - s �� \ � ✓ ( �� `' � \ w/ �� / _ / �/ / / / / /ice
_DX, p I p I D \ \ I % ¢,a / /s42°oz'03" Email: [e-mail]
\ \ ' I I II / W / / / // // / Ground Stabilization Criteria
I I I } I )1 \ 90° / �� \ J S ( \\ \\` p DL>> '1o3.sr SITE AREA STABILIZATION STABILIZATION
//' DESCRIPTION TIMEFRAME TIMEFRAME
Streams determined by
Pilot Environmental // N
// EXCEPTIONS
a
Perimeter dikes,swales, Ida s None
I / l / / / / Y
��( // /ram / // / / // ///j / / ditches,&slopes
SKIMMER BASIN#6 I / / / \ �/`/ S /! / /// / / /
�� i - �. > / / L ✓ �? / // / � �// / / / Slopes rthan3:1 Ida s Ifslo es are l0'or less in
c� S l / i /. 40'W x 80'L x 4'D;3200 SF;3 Baffles / /` / P p Y p
I I Drainage Area#6 o f J / �j
I I I PIN:6829-67-0715 \ \ v 3"Skimmerw/1-1/4"Orifice;Outlet Protection i \ /� / / / / / / / / length&are not steeper
/ } / I o-/ 159512±SQ FT r I\ 1 / r J ` �J / �r /j� / / // / / // // / // / than 2:1,14 days allowed
) I I( / 6'L x 8'W x 1.5'Class B Riprap r / / v
I .BLOCK-LOT: 4951-108 5 / / l / /�/ /f (/ / /�- / / / // / // / Y
/ / S70°3 40"E 1 / 3.66±ACRES ) \ 10.0'Emergency Spillway lined with filter fabric // / S / / / // / / /
\ I I ( 910 n OWNER: Cheryl L Whitaker / / ( ` 3' 5.00'� / / / t / ` \ / / /J� 51 4gS5�i//J / / // ///// //// r / Slopes 3:l or flatter 14 days 7 days for slopes>SO feet
and Class BRiprap / J
DEED BK-PG: 3044-3660 S e i in length
/ J � / / / </�• /l, J, // / / // / / / / All other areas with 14 days None
/ ( J / / / / / �c� //( / / /j / / / / / / slopes flatterthan4:1 S
/ S32°50'54"W / IN:6829-77-2683
50.51' NC Grid - NAD83 (2011)
/ / / BLOCK-LOT: 4951-029B 4. Prior to the Contractor demobilizing from the site, the Financially
n / / ( f ) / J 1 //f l / / DOWNER: ATHENA RENEE& SAM JONES / / / / / / / // / / p y ( designee) fy g
Responsible Part or their will notify the designated Erosion
/ ! I Temporary diversion 8.0'from PL(Stay ) / / ( / f ( ( / DEED BK-PG: 3649-2900 / / / /
/ ) Silt fence stone outlet o DATE: 08-08-2023
- / out of 10'septic field setback from PL) �� / / / O / ( f ( / ,� i f f / / '/ Control Inspector of their anticipated date to leave the site. An on-site
- ^at low point ) Q, ti / / ) ` ( / / ) W ( / / / / / / /
J o„ / rJ/ /
333.63'. � .� / g21°2968�4' / / / // // )/ / //
Inspection willa conducted prior to the leave ate y the designated
30.02' / '•/ / \ I ) / ) / ( p / / ( / �� �// / �1 ) make certain all action Items have been Erosion Control Inspector to m JOB NO.: 23-201
N6°01'08"E =�� - / J ( l I J l J/ ) l /'✓ / f l /
_ ( / \ I \ J / ( I I ) / / / /y addressed by the Contractor.
/ / I / / / / / / / / / / /.
Tp„ / // /� / � / // / / / 5. Continue to maintain Erosion Control measures until vegetative cover has
Tb T� >r >� o ( l l l� / / l l / l / l / / / REVISIONS:
d L� JLimit im , N11911t Lknit �` ) \ I { // / / / �\ / / J /If been established over all disturbed areas and site has been stabilized.
\ \ \ s°o4'S3" r / / ( // / / / / `�/ // / / / I // /j// / / / / / / / Remove Erosion Control measures ONLY after final inspection and
448.7 F tc W 1 J //_ / '573.39' N88°55'08"W / / 09.22.2023 Per IDT comments
CO��Ea 4' \ �` 39.38' / J l \ o / ( / / / / / / // / /// / / / r / / approval b Inspector.
f�e»ientpeFp / /r -- \`\ J) f ` / 1 J I } )/ y p 01.12.2024 Home Building phase added
\ \I I I I / ( `l L<- / - - -Ce�d on dope 99 14,�3" \ \ €^� / � / /// / \\ �{ / / ?�, ) ( ` / / / /J /f / / / / / / / /////////// / / / / l EROSION CONTROL MAINTENANCE PLAN
�� ( // / 1 1 )I r l / I / / / / / / / /// / / 1
I I \ \ finer e / ✓� J - _ � I 1 1) I / ( / I 1 / / �o , . / / -
\ ( \ l J / e / / / / / � / / /// 1. Inspect all sedimentation and Erosion Control devices for stability and
° ° / � /� / / / / / / / / // ( / ( / / / / / p y
function each week and following each rainfall event.
/ PIN:6829-67-3556 // / / ( / / / / -' / / / I I I / / /
� / ) ) I�/ I BLOCK-LOT: 4951-024Q ) \\( I / ) / (/ '� / / / � - / / / / ( 1 / / ( ( � I ) / } / / / 2. Remove silt/sediment from temporary devices when accumulated volume has
/ / / / //r / \ / / ( ` �' / / / / / ' I ( ( I I ) I / reached 50% capacity.
/ / / OWNER: Jimmy Dean &Danika Dawn Speer / / / / ( // / / 1 1 „ j l I I / / / 3. Maintain stone in temporary berms throughout construction of each section.
I I o y I / / / / / / \ \ DEED BK-PG: 1966-3863 / / / / / ro / \ \ \ I I p g
Re-grade/repair berms as required.
4. Contractor shall appoint an on-site inspector and maintain records of
// J ( / I\�I / / / / ) / / / J \ \ \ \ \ \ \ I inspections in accordance with the provisions of the general NPDES
/ Stormwater discharge permit for construction activities. See SCALE: 1" = 60'
( / ( � l /�) �) /�/ / / (J/) / / / / // / (i \ \ \ ) I / I https://deq.nc.gov/about/divisions/energy-mineral-land-resources/
erosion-sediment-control for additional details and forms. Additional 30 0 15 30 60 120
information is also available on the NCG01 sheet located at the end of this
plan set.
Surface Skimmer Pipe
Trap/ Disturbed Volume Area Req Size Actual Suface Actual Vol Weir Length Length (Ft) Skimmer Orifice Dewatering SHEET TITLE:
Basin # DA (Ac) Area (Ac) C Intensity Design CFS Req (CF) (SF) D W L Area (SF) (CF) (Ft) Size (In) Size (In) Time (Days) EC LEGEND
Silt Fence SF FORE OVERALL EROSION CONTROL PLAN
1 1.10 1.00 0.4 6.72 2.96 1800 961 4.0 25.0 40.0 1000 2584 4.00 30.00 3.00 D.75 2.8 0E Yoh,
2 2.02 1.90 0.4 6.72 5.43 3420 1765 4.0 30.0 60.0 1800 5184 6.00 35.00 3.00 1.00 3.0 Construction Entrance/Exit cE �P�� o10
Construction Limits Limit Limit `gyp © Beeson &Carter, P.A.
3 1.77 1.50 0.4 6.72 4.76 2700 1546 4.0 20.0 90.0 1800 4704 6.00 30.00 2.00 1.00 2.9 O
4 2.09 2.00 0.4 6.72 5.62 3600 1826 4.0 35.0 60.0 2100 6264 6.00 25.00 3.00 1.00 3.1 Temporary Diversions TD» 0 0�6' w
Permanent Diversions DL» `��� ; SHEET NO:
5 4.34 4.20 0.4 6.72 11.67 7560 3791 4.0 45.0 90.0 4050 13104 12.00 40.00 3.00 1.50 2.9 s sr9
6 3.66 3.50 0.4 6.72 9.84 6300 3197 4.0 40.0 80.0 3200 10064 10.00 25.00 3.00 1.25 3.5 Drainage Area Limits D 9 / A9 � ■ O
Inlet Protection �( �o P`
)O( G �/A ONE G

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 B1 BF5280
o / �\ / // / i /� / /� — _ BEESOR BCRRTER, ORS
/ I J / i / /// \ — \ / ` J LAND PLANNING
CIVIL ENGINEERS LAND SURVEYORS
4970 US Highway 311 N#669,Walkertown,NC 27051
OFFICE:[phone] FAX:[phone]
WEB: www.bc-eng.com
J// // 1 / Corp#:C-4017
/ / / / �/ \ / �` ri � / SEAL:
PIN:6829-68-5595 / I / — ��\ PIN:6829-68-9542 .�` •••.•• O
BLOCK-LOT: 4951-027 / / / BLOCK-LOT: 4951 F-015 Q'• - SS/
/ / / / ) OWNER: Clarence AOverby OWNER: Steven K&Sonya L WaddE 0; o ,/'•.•'L
/ / DEED BK-PG: -3117 DEED BK-PG: 2922-1419 J j� — �_� � -9 •�
s� 038574
61.
Temporary diversion 8.0'from PL(Stay / g �t _ / / _ / \ / '%��•' •• .`
i
i out of 10'septic field setback from PL) r // �. / / / / / / / / / / / / ''��i,x T, C P�
❑ Preliminary-Do Not Use for Construction
/ / / /` / / / ❑ Final Drawing-For Review Purposes Only
SKIMMER BASIN #2 �
/ 4� �/ / l /
• 30'W x 60'L x 4'D; 1800 SF;3 Baffles
• 3"Skimmer w/1"Orifice;Outlet Protection / a i / // // / —/ \ N�66 X Final Drawing
6'L x 8'W x 1.5'Class B Riprap
O • 6.0'Emergency Spillway lined with filter fabric
and Class B Riprap / �� �I� // / / I PROJECT:
/' / / / / Mat disturbed area below spillway
with Excelsior Curlex 11 or equal.
10, f— ,\ 'z NxkjO 1
SP
t _:�Z�_�, Zl>
000
tip^, // // // J/ // / / /� / ��� << — ' —�� — ' _ — - - - ` / - - \ \,
Silt fence stone outlet at low point; \ '
Drainage Area 0.15 AC ) \
.�Q�
See Home Building Sheet C-3.4 for additional details on future / // L r/ I�J U'S,
�c driveway install in this area 'LL
/ /
Above ground concrete washout(Typ.) / ` (�� / \ / / // // /J l / // —I // / /] �•/
Ensure temporary diversion maintains
/J — — J/ // /9• / \ } ] / / / / positive flow to skimmer basin / // 0>`1 LL J
°� CE I \ I 'Existing paved ribbon street will be / / co // ��� / ! / ' — // / / / / // / moo �
/ I ` used for the construction entrance ( / / / / / / / / -0
SKIMMER BASIN #3 / / / // / / / // �/1 u0
J j / �• 20'W x 90'L x 4'D; 1800 SF;3 Baffles / / / / / / J / /i 0 (�
/ ( ] f ] / � ` \ / — • 2"Skimmer w/1"Orifice; Outlet Protection / / / / /
/ o \ 1 ` I / / // I / ` /� O�� // /' 6'L x 8'W x 1.5'Class B Riprap / \ / / / / / / Ensure temporary O
/ / / / / positive flo
/ m ( / J -7� \ / / 4 / / . 6.0'Emergency Spillway lined with filter fabric / / / / / _ _ O },
and Class B Riprap / / / / / / ' J /��i— ' 1 _ ( O
-7r7/ / ��\ \\_SKIMMER BASIN #4 (Existing R 00
J
V / J L� / // ( ( ` 7 > \I\ ` — '• 35'W x 60'L x 4'D;2100 SF;3 Baffle C.4
_ / / / / / / \ \\ I ] ` ( / /— / ) (/ / } / 1/ I \ — —• 3"Skimmer w/1"Orifice; Outlet Prot LL1E p O
6'L x 8'W x 1.5'ClassBRiprap (� (� N
7� Z �>� �IJ, ` �'� / /// / • 6.0'Emergency Spillway lined with fi IL 00
—// ^ � lJ / \ BRiprap Cfl
ILL
/ Ensure temporary / \ / f� I 1 ` \ / / re c ,� / / \ / / ( _ \ — ` — / — l — J Ensure temporary diversior
diversion maintains \ r 1 \ \ 1 ) —� I — \ — — \ positive flow to skin
/ positive flow to skimmer � \� � — f• / / � \ � � / / ` \3• � / � � f _ �— . — �
basin ( \ \ / \; f � CLIENT/PREPARED FOR:
/X-, �I \\\\\ ~` � �� / " — j �� u \ r�\ �� r \ � 1 I\ SHEPPARD, INC.
\\ \ \ / — 1\0 1 / — — �\ / / J \ \ I \ C/O Domingo Isasi
\} 1 1� Ca / I 1 ) / 1 \ 3989 Huddington Ct
00 oh/ -SKIMMER BASIN #1 (Existing refurb \ / / \
( g � ` � -- � -- / \ I / 1 ] Winston-Salem, NC 27106
• 25'W x 40'L x 4'D; 1000 SF;3 Baffles /\ / � � \ / / \ \ L/ W i Existing FH
y / / I 1 i \ Ph. No.: 336-448-8040
• 3"Skimmer w/3/4"Orifice; Outlet Protection / ` _ / / � \ \�� \�� � � J 7 N,
6'L x 8'W x 1.5'Class B Riprap ` — �' I �` r � / / Q1-�—
/ • 4'Emergency Spillway lined with filter fabric and 1 ,/ / / 9 `1 /r / �t\ r J M `\ y \ �` \ / 1 Email: [e-mail]
°^�`b /� ClassBRiprap ti/ / + I } �\ ti // `` \\ \ J \r �I rT` D��7 TD»
After clearing existing ditch lines of\ / r /// / M \ /�T TP>/ /
small
Mat with Excelsior Curblex 11 or equal. / D�77
N
/ � � aged
NC Grid - NAD83 2011
/ After clearing existing ditch lines of / ( )
small trees and unsuitable vegetation,
.
� \ �,� f J / � / — -- \ Mat with Excelsior Curlex II or equal. DATE:
08-08-2023
18 �'/ <i�iT�,� J �/ I J o3 3 �I \� i e \/ �/ /// // � / / J J Inl // /�/ (/ // //— \) // DRAWN BY: TBC/ATC
e° / // 5 s� �� — / /Jp�'/ /1/— // JOB NO.: 23-201
Ns /
38 o,6,,W 4 r / / fig tiSQ° �\ s / 1 // l I / — /
/ / / / REVISIONS:
/
/ / L✓ @ t // I f// / I / 09.22.2023 Per IDT comments
�/ / // � \ / / �/ � 1 �\ / // / J 1 01.12.2024 Home Building phase added
I / } �� /—'�
39.16'
SCALE: 1" = 30'
co
`/ / o I 15 0 7.5 15 30 60
00
SHEET TITLE:
( SKIMMER BASIN DETAILS
I I PIN:6829-67-0908 ` / / \ ) ( / / 1 / 1 I \
I I BLOCK-LOT: 4951-025 J \ 1 / / \\ \� �� \\ \ \\ // v\\ © Beeson &Carter, P.A.
OWNER: Dale T Livengood \ I _ / — / \
] ] DEED BK-PG: 2557-1793 / / \ !2 \ ` I I \ SKIMMER BASIf
\ 45'W x 90'L x 4'[ SHEET NO:
\`� l / � / ' I / I • 3"Skimmer w/1-
> I I / ] 6'Lx8'Wx1.5'C
PIN: 6829671999 / L - - - � - - — �� \ ✓\J
] I ( ) 1 BLOCK-LOT: 4951-116A ^^^ / \ / \1 \" \ \ \� \ \ J r�� ( I • 12.0'Emergency
C-3 . 1

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 B1 BF5280
BEEQ0Q &CARTER,PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
R o 11tU, \1 �
ABA g0 �1 - PIN:6829-78-0405 \ \ / / //
� SF � / BLOCK-LOT: 4951 F-013 \� � \ /� / / � i 4970 US Highway 311 N#669,Walkertown,NC 27051
OFFICE:[phone] FAX:[phone]
/ 3 - OWNER: BRITNEY ALEXIS SPAETH 1 \ / / /
\ - / WEB: www.bc-eng.com
^\ / /^ \ DEED BK-PG: 3719-1012 L // /
° >S\ / // / Corp#:C�017
SEAL:
\ \ / i ����`` CAR­`*,,i
_ _ \ \ � � \ / / �N O
Silt fence stone outlet at low point; \ 1 �� \ / I - • \ \ \ / / `O�••' F E S S i0•'<�
Drainage Area 0.15 AC o 'y••'y�''i
038574
��2 F 870 6�V <</ / � ' ! - \ �) / // ( 41�� \ \ \ I \\ \\ \ i / // ( // / c �2/13/2024
- ` IN
1
❑ Preliminary-Do Not Use for Construction
� I
J ❑ Final Drawing-For Review Purposes Only
r X Final Drawing
SKIMMER BASIN #3 / / / / // / // \ / _ / -4�I
���. / • 20'W x 90'L x 4'D; 1800 SF;3 Baffles / / , J / / J / / \\\ \ } `\ \ Streams and Wetlands determined / / ( / / / PROJECT:
/ \ - ' �• 2"Skimmer w/1"Orifice; Outlet Protection / / / / / / /J / / - - 1 / \\\ ) \ \\ \ by Pilot Environmental
/'i �J J , 6'L x 8'W x 1.5'Class B Riprap Ensure temporary diversion maintains / r II \\ \
/ / positive flow to skimmer basin
/ "� / �/ • 6.0'Emergency Spillway lined with filter fabric / � / / � / /�- _ _
/ - and Class B RiprapPIN:6829-78-0373
--SF \1 \ } ) I I I BOCK-LOT: 4951 F-012
_SKIMMER BASIN #4 (Existing Refurb) \- - - - / / III OWNER: Jeffrey C Payne
I DEED BK-PG: 3159-2816
/ / �/ / } 1 7 � 1 \\ �_ '• 35'Wx60'Lx4'D;2100 SF;3Baffles - \ �- - - � _ ( / I I
�• 3"Skimmer w/1"Orifice; Outlet Protection w`w i ( \
/� ( / \ 6'L x 8'W x 1.5'Class B Riprap
�w 1 / /// 7 1 • 6.0'Emergency Spillway lined with filter fabric and Class \ ( ( I /
BRiprap 11 I ( �
.
00
00
NI \ \
/
co
Ensure temporary diversion maintains
positive flow to skimmer basin14
LU
It
W II Existing FHCn
) \` // / 1\ _ J
} _ _
_ t`
I � �= .. W I \ \ ( / � \ � J �II\ I \ �'�' � � //� - -�... `� yam' > '>
TD/„ \) \ ter \ / / >/ _0
1 I I TD>� / 1 / \\ \ \� �j\ _ f�/%%
After clearing existing ditch lines of / / i / T�» TD» I I ( \I / ( } ` 1 \ / \ ` j J //
small trees and unsuitable vegetation, ` f / / O�77CU
\ / J \ ✓ // // / I I \ \ / l ) \� ~ � V , \ \\\\ S `\\ ' / / / J \\
Mat with Excelsior Curlex II or equal. / / J / / 1 �- \ \ \ ` 610 - ' / /// / O
� U
r-- \ /� � PIN:6829-78-2228
�� OL77 ty \ / -� / �(��� l r -/J/ / / J/ / 1 li4i \ \\ \ 1 \ I BLOCK-LOT: 4951F-011 / �
°\ `� o z l / I / // l / ) ^ / / / / \ I '� \ \ OWNER: Douglas Edgar Styers Jr. /
0\77 \` \ \ -i // / 1 1/ � / / � �/ // / \ T� \ \\ \\ \ ) DEEDBK-PG: 3113-3786 // // / W E O N
ILL 00
After clearing existing ditch lines of
small trees and unsuitable vegetation, / J / / / 0) C
n Mat with Excelsior Curlex II or equal. / /- / / J \ / \ J/ _ } \ // 1 } \ / / / / � O Z
l 1 / / / \ 1 f 1 \ \ / _ U) li 0-
�-'' /� � /� 11 / - (/ / \ �\ � / `' l / /
CLIENT/PREPARED FOR:
/
SHEPPARD, INC.
// // / Il // // 1/ (/ �/ ( 5 � `/ rl \} \\ /� / // 9
� C/O Domingo Isasi
J / 3989 Huddington Ct
I f TOTAL TRACT A ( Winston-Salem, NC 27106
721733 ±SQ FT / \ I I I ` �� Ph. No.: 336-448-8040
\ yj
\ i \\` f Email: [e-mail]
0
\ I I ) 1 I CD
IIt C\1
�
I /(
NC Grid - NAD83 (2011)
DATE: 08-08-2023
DRAWN BY: TBC/ATC
Skimmer Basin#1 - Skimmer Basin #2 Skimmer Basin #3 Skimmer Basin#4 Skimmer Basin#5 Skimmer Basin#6 JOB NO.: 23-201
Okay Okay Okay Okay Okay Okay
REVISIONS:
1.0 Disturbed Area(Acres) MRDisturbed Area(Acres) Disturbed Area(Acres) Disturbed Area(Acres) Disturbed Area(Acres) 3.5 Disturbed Area(Acres)
2.96 Peak Flow from 10-year Storm(cfs) Peak Flow from 10-year Storm(cfs) Peak Flow from 10-year Storm(cfs) Peak Flow from 10-year Storm (cfs) 11iPeak Flow from 10-year Storm (cfs) 9.84 Peak Flow from 10-year Storm (cfs) 09.22.2023 Per IDT comments
01.12.2024 Home Building phase added
1800 Required Volume ft3 3420 Required Volume ft3 2700 Required Volume ft3 3600 Required Volume ft3 7560 Required Volume ft3 6300 Required Volume ft3
962 Required Surface Area ft2 1765 Required Surface Area ft2 1547 Required Surface Area ft2 1827 Required Surface Area ft2 3793 Required Surface Area ft2 3198 Required Surface Area ft2
21.9 Suggested Width ft 29.7 Suggested Width ft 27.8 Suggested Width ft 30.2 Suggested Width ft 43.5 Suggested Width ft 40.0 Suggested Width ft
43.9 Suggested Length ft 59.4 Suggested Length ft 55.6 Suggested Length ft 60.4 Suggested Length ft 87.1 Suggested Length ft 80.0 Suggested Length ft
Trial Top Width at Spillway Invert ft 30 Trial Top Width at Spillway Invert ft 30 Trial Top Width at Spillway Invert ft 35 Trial Top Width at Spillway Invert ft Trial Top Width at Spillway Invert ft 40 Trial Top Width at Spillway Invert ft
Trial Top Length at Spillway Invert ft 60 Trial Top Length at Spillway Invert ft 60 Trial Top Length at Spillway Invert ft 60 Trial Top Length at Spillway Invert ft Trial Top Length at Spillway Invert ft 80 Trial Top Length at Spillway Invert ft
Trial Side Slope Ratio Z.1 2 Trial Side Slope Ratio Z.1 2 Trial Side Slope Ratio ZA 2 Trial Side Slope Ratio Z:1 Trial Side Slope Ratio Z:1 2 Trial Side Slope Ratio Z:1
Trial Depth ft (2 to 3.5 feet above grade) (Trial Depth ft (2 to 3.5 feet above grade) 4 Trial Depth ft (2 to 3.5 feet above grade) 4 Trial Depth ft (2 to 3.5 feet above grade) Trial Depth ft (2 to 3.5 feet above grade) 4 Trial Depth ft (2 to 3.5 feet above grade)
9 Bottom Width ft 14 Bottom Width ft 14 Bottom Width ft 19 Bottom Width ft 29 Bottom Width ft 24 Bottom Width ft
24 Bottom Length ft 44 Bottom Length ft 44 Bottom Length ft 44 Bottom Length ft 74 Bottom Length ft 64 Bottom Length ft
216 Bottom Area ft2 616 Bottom Area ft2 616 Bottom Area ft2 836 Bottom Area ft2 2146 Bottom Area ft2 1536 Bottom Area ft2 SCALE: 1" - 30'
2261 Actual Volume ft3 Okay 4661 Actual Volume f13 Okay 4661 Actual Volume ft3 Okay 5701 Actual Volume ft3 Okay 12221 Actual Volume ft3 Okay 9301 Actual Volume ft3 Okay
1000 Actual Surface Area ft2 Okay 1800 Actual Surface Area ft2 Okay 1800 Actual Surface Area ft2 Okay 2100 Actual Surface Area ft2 Okay 4050 Actual Surface Area ft2 Okay 3200 Actual Surface Area ft2 Okay 15 0 7.5 15 30 60
4 Trial Weir Length ft 6 Trial Weir Length ft 6 Trial Weir Length ft Trial Weir Length ft 12 Trial Weir Length ft 10 Trial Weir Length ft
0.5 Trial Depth of Flow ft 0.5 Trial Depth of Flow ft 0.5 Trial Depth of Flow ft Trial Depth of Flow ft 0.5 Trial Depth of Flow ft 0.5 Trial Depth of Flow ft
4.2 Spillway Capacity cfs Okay 6.4 Spillway Capacity cfs Okay 6.4 Spillway Capacity cfs Okay 6.4 Spillway Capacity cfs Okay 12.7 Spillway Capacity cfs Okay 10.6 Spillway Capacity cfs Okay
SHEET TITLE:
-Skimmer Size(inches) Skimmer Size(inches) 2 Skimmer Size(inches) -Skimmer Size(inches) =Skimmer Size(inches) 3 Skimmer Size(inches)
0.25 Head on Skimmer(feet) 0.25 Head on Skimmer{feet) 0.167 Head on Skimmer(feet) 0.25 Head on Skimmer(feet) 0.25 Head on Skimmer(feet) 0.25 Head on Skimmer(feet) SKIMMER BASIN DETAILS
-Orifice Size(1/4 inch increments) -Orifice Size(1/4 inch increments) 1 Orifice Size(1/4 inch increments) -Orifice Size(1/4 inch increments) -Orifice Size(1/4 inch increments) 1.5 Orifice Size(1/4 inch increments)
2.77 Dewatering Time(days) 2.96 Dewatering Time(days) 2.9 Dewatering Time(days) 3.12 Dewatering Time(days) 2.91 Dewatering Time(days) 2.42 Dewatering Time(days)
Suggest about 3 days Suggest about 3 days Suggest about 3 days Suggest about 3 days Suggest about 3 days Suggest about 3 days © Beeson &Carter, P.A.
SHEET NO:
C-3 . 2

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 B1 BF5280
BEEQ0Q &CARTER,PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
4970 US Highway 311 N#669,Walkertown,NC 27051
OFFICE:[phone] FAX:[phone]
WEB: www.bc-eng.com
Corp#:C-4017
/ I / � SEAL:
I I I / �1\ I // 0 1 / ``�� ,N„\\�.A,.,,,,o,,,,,
I •.... ..R �'�,
Co S
cc
A
38574
�/N13/20��
00
❑ Preliminary-Do Not Use for Construction
❑ Final Drawing-For Review Purposes Only
X Final Drawing
\ �l✓ \�` — l /��l � �/� ( \ I ( I I I /� � I ) / \ I / PROJECT:
SKIMMER BASIN #5 /
. 45'W x 90'L x 4'D;4050 SF;3 Baffles I I
\ ` / ` / \ / ✓ I I I I \ \ . 3"Skimmerw/1-1/2"Orifice;Outlet Protection
rap
. 12.0'Emergency cy Spillway Rllined with filter fabric
/
and Class B RiprapIf
Mat disturbed area below spillway v / Lri�.l
with Excelsior Curlex l l or equal.
DL> >` / _ / Existing FH to be cleared around \ I
v I / J o
\ \ W W W ~ W �W /W // — /J J `\ / J' — \ \ N� l Un
\ Cn
1\ �\ ( \oG�, Existin I paved street // J � ~�1 ` / � / /
I I I I I I \ o \ 0� I 1 ,� / / `J 0
_/ \ \\ \ \ ' — ��oc I I I I�ua� I I I /I 1 I' I I // �� / .��� S_ Q o
/ O o0
pL» /1 \ // t 1 I �ua� \ \ ► �� 1 I I / Umlt I Qia -0
\ DL>>
DL» Cn
/ / U
/ T— DL>- / / L>> DL>> DL» J DL» J// DL>> / / DL» pL» L» 1 \ I/ (O� \`�` �I ) /I r J / /I ��``( �'I Z
00
After clearingexistingditch lines of_ \ _ \ ^ \ / J J�� Q
small trees and unsuitable vegetation, \ — ` \ — ` —\` \ \ \ \ / ( � // /// //// // // /I / ' / Qj� `%
\ \ \ \ Mat with Excelsior Curlex II or equal \ \ / / / / / / / / Q / 7 Q �
Cn
LL
\SKIMMER BASIN #6 / CLIENT/PREPARED FOR:
\ \ 40'W x 80'L x 4'D;3200 SF;3 Baffles
• 3"Skimmer w/1-1/4"Orifice; Outlet Protection ��L ` I /
/ 6'L x 8'W x 1.5'Class B Ri ra / \ / -`
• 10.0'Emergency Spillway linedwith filterfabric / / 1 lam/ / \ � / / / / // / / / / / . Qj�� V� // SHEPPARD, INC.
, �� / // / / / / 3/O Do989 mingo
L J and Class BRiprap � / / /
�at� / J �/ / / / / / / ^ Winston-Salem, NC 27106
/ l 1 / / / /— / / �° — _ — _ / I / / / J / Ph. No.: 336-448-8040
° [e-mail]
Email: disasi andlnc.com.com
sS�49SS
// � ✓ / � \ I / // / / l / h� / � / / — — � � //� goo
J C / ' / �( / / / PIN:6829i l NC Grid - NAD83 2011
/' — / / / BLOCK-LOT: 498 1 029B
/S32°50'54"W )
j / ' 50.51' / — — / / / /D DEED BK-PG: 3649-900E& SAM JONES //
DATE: 08-08-2023
DRAWN BY: TBC/ATC
JOB NO.: 23-201
Mat disturbed area below spillway \ / / / Limit
with Excelsior Curlex II or equal. ( / / �� I / / / / / REVISIONS:
09.22.2023 Per IDT comments
01.12.2024 Home Building phase added
Streams and Wetlands determined
by Pilot Environmental
\ \ \ Temporary diversion 8.0'from PL(Stay
\\ 1 \ out of 10'septic field setback from PL) / / // / // a�°
\ ► I ( l / / l 1 / ( / / l / �o I ( I / _' � / / 'Sze°29'°°„4 1 I I / ) //
If
// //y // \\ // // /� � ; // �// — �// \ /// SCALE: 1" = 20'
-
TD»
T » TD> TD»—J—
l / / / / / / 1 / 1 / / / 1 / // ��
D» T > �p» 7 TD» / \ \ / / / 10 0 5 10 20 40
/ / /�` J TD» TD» TD»// ` ( 1\ `` - - \ \ I i I / / /
Limit Limit / IZfmit Li" Limit L 1mit / ( / / ��``� � / / / / / // ` 1 / / / 11111 MINE
\ I Limit Limit Limit L 1 -� 1 I I //
/
SHEET TITLE:
573.39' -4� N88°55'08"W
/ � SKIMMER BASIN DETAILS
� l j Y/// © Beeson &Carter, P.A.
�� - - -
J SHEET NO:
C-3 . 3

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 B1 BF5280
J r /� / / / / / IMPORTANT NOTES: VC,
EESOR BCRRTER, ORS
K, /' LAND PLANNING
VIL ENGINEERS LAND SURVEYORS
1. During the homebuilding phase of work, all site EC measures shall remain
in place until an EC inspector approves their release upon site area 4970 US Highway 311 N#669,Walkertown,NC 27051
stabilization. OFFICE:[phone] FAX:[phone]
WEB: www.bc-eng.com
2. All lot level EC measures shall be installed prior to any construction activity Corp#:C-4017
on the lot.
3. Driveway locations may change upon final lot level home permitting. A
temporary construction entrance for each lot shall be installed to SEAL:
�uunnun,,,,
PIN:6829-68-5595 correspond to the final permitted driveway location. �.`` N C A R
BLOCK-LOT: 4951-027 / J / 4. All lots are to have private septic systems installed. The CA for these lots �- . 'E S•S/••.,
OWNER: Clarence A Overby / — / has not been issued and the contractor is responsible to ensure EC O **0, °ti '•.�
DEED BK-PG: 2922-1419 / f /! _;• -9
/ measures are in place and an EC inspection of those measures has
occurred prior to disturbing any ground for septic field installation. _ 038574
61.
�✓13/202Q4
III]In III"W0
❑ Preliminary-Do Not Use for Construction
45913±SQ FT / �� ❑ Final Drawing-For Review Purposes Only
r i 1.054±ACRES �� / ago ��G� //� / /
\ X Final Drawing
PROJECT:
-XI / �� / / aosefi.8F� Hom
/ / / / / per Building Pe itag'3$
Maintain temporary diversion daily across —
/ driveway until site is stabilized and —
J sediment trap is released by EC inspector.
Maintain temporary above ground concrete washout at entry to // / / / / / / / / // '/ /
s�o
site during home construction phase. Location of concrete -'�r / —
\\ washout may be moved upon approval of EC inspector. / I ( / / / / / 29987±SQ FT / -.
0.688±ACRES / r'` // / / �� / //v J ) l w
M
�Jf �
�
Priposed S Ho�ie / / �r°�ice / ��� r / / // © / // — cn
I per Build Per t / o ke
°F 1 1 ) p / g / / / / Side S�� O�� �O 3N ! i / / 23701 ±SQ FT / /
( J / a�\0 e �Sea+�0 // / 0.544±ACRES
`�� keo° v_\e�e 5F d.
rn
> o
Use Silt fence stone ` Cn z
7� J/ o �� / outlets at low point. ti 1 N
IQ 00
23691 ±SQ FT / N �
Cfl
0.544±ACRES / O� 6
, ��� �,� ys Install temporay silt fence down side property o r J ) ( V 0000
gyp' J' �.�' ILL
line to prevent sediments from impacting `� J / \ I 0
// ► / _ — / // i ` 1\ f ` �O / — adjacent lot (Typical as shown on plans) ) / 1 J 0 0) L
/ ( I /Propos SFR Home / ` / �, / 1 Pro( osed SFR Home T O z
/ `�J l < _ e �Buildin F�ermM Z � IL
per B din P,br t \ r 1�� o� I / p g
21122±SQ FT \ \
0.485±ACF Temporary Construction Entrance to —— fZ r \ L —" CLIENT/PREPARED FOR:
—� align with permitted location of driveway
/ J / (Typical all lots) r, �,� SHEPPARD, INC.
\�\\ 00 ) Proposed SFR H-1 / J C/O Domingo Isasi
Temporary Construction Entrance to \ / I �D�� / Lots with existing side ditch at driveway connection to per Building Permit \ f
/ ^ \ \ install minimum 15" RCP pipe with rock inlet protection and �� J ) / 3989 SaleHuddm, NCton Ct
(0 �h/ / align with permitted location of driveway �/ ` 1 / \ / J 2 Winston-Salem, NC 27106
(Typical all lots J \ Excelsior Curlex II (10' length of ditch) outlet matting or \ L/
) \,7 c equal (Typical as shown on plans for lots with side ditch) c Ph. No.: 336-448-8040
( •o`er / 46496±SQ FT / / / / Email: [e-mail]
�cj' ^`b 1.067±ACRES / i J �� \
/ + I \ 21114±SQ FT / f / V\-
// / �M / / / \ \\ �\ 0.485±ACRES
PropesedJSFR Home '�S' / c O N
Jill
per/Building Permit /
ol
T-- \ tS I ,z \ \/ d'/ O� / - \ w NC Grid - NAD83 (2011)
C �
�\ ��\ \ Proposed SFR Home
� \� a s f per Building Permit J / - ``� / ^ \ \ DATE: 08-08-2023
V
h� I \ \ I ti p g / O J 31 J ' I DRAWN BY: TBC/ATC
�Q34, o� �� `/ � 3 �79, ��� \ ` ��. ��i ram— �� i —� / G J��� C �/ JOB NO.: 23-201
�� ��� _ / O ys Proposed SFR Home
47,it c J i 1 per Bui Ing Permit
( REVISIONS:
� 09.22.2023 Per IDT comments
01.12.2024 Home Building phase sheets added
/ \ Proposed SFR H me / I
X/ /
per Building Per it / I
1 �� /
/ / / I —C ^ o v' J�> � � \ �L, 20123
0.462:
39.16�
/ / \ \ SCALE. 1 - 30
� 15 0 7.5 15 30 60
`I // Proposed SA Home 11 \
per Building 4rmit 20026±SQ FT
/ • / / /I J \ ,, J y - / \\ \ \ J I ) ` �� 0.460±ACRES SHEET TITLE:
` HOME BUILDING EC MEASURES
I J PIN:6829-67-0908 \ / •� \ sT\\ 1\ \�
BLOCK LOT: 4951 025 \ s v\
/ Lots with existing side ditch at driveway connection to \ s \ \ \ J / © Beeson &Carter, P.A.
OWNER: Dale T Livengood \ / �— — �
I J DEED BK-PG: 2557-1793 / \ — / — f install minimum 15" RCP pipe with rock inlet protection and
Excelsior Curlex II (10 length of ditch) outlet matting or \ / 1 / SHEET NO:
I I / /'� equal (Typical as shown on plans for lots with side ditch \ > \ \\\ \ \ 20099±SQ FT, ` / \
1 J PIN:BLOCK-LOT:
951 / L — — — q gyp p/ \ ) \ \ \\ \ �S \ 0.461 ±ACRES Install temporay silt fence down side property
J BLOCK-LOT: 4951-116A \�" �, C-3 . 4

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 B1 BF5280
VC,
EEQ0Q &CARTER,PR.IMPORTANT NOTES: VIL ENGINEERS LAND SURVEYORS
1uUi� LAND PLANNING
PIN:6829-78-0405 \ \ \ �� / 1. During the homebuilding phase of work, all site EC measures shall remain 4970 US Highway 311 N#669,Walkertown,NC 27051
DM 3$ / SF BLOCK-LOT: 4951 F-013 \ \ / /\ in place until an EC inspector approves their release upon site area OFFICE:[phone] FAX:[phone]
lit / / NZg°G9' SF — — OWNER: BRITNEY ALEXIS SPAETH 1 / / / ` WEB: www.bc-eng.com
\ l stabilization.
1�y�1 \_ I , / '�\ DEED BK-PG: 3719-1012 \ L � // r / Corp#:C�017
0 1- / \ \ I S\ / / / 2. All lot level EC measures shall be installed prior to any construction activity
on the lot.
3. Driveway locations may change upon final lot level home permitting. A
Y Y 9 p p 9� SEAL:
temporary construction entrance for each lot shall be installed to \%\% "
/ - - - - - .� Cq•
A%� I \ \ \\- \ \ ) �\ \ / // / correspond to the final permitted driveway location. CN
4. All lots are to have private septic systems installed. The CA for these lots 0�;.•' •E s s,o••, �ti
\ has not been issued and the contractor is responsible to ensure EC '_:' �•':�
measures are in place and an EC inspection of those measures has
occurred prior to disturbing any ground for septic field installation. = 038574
/ F s�o 1. `i / ! _ \ �� i � ' // ( �,, \ \ \ I \\ \\ \ // ( // / /13/20A/C IN
7�4
41737±SQ FT
0.958±ACRES /
I ( I\\ ( \\1\I \ I I \ \ / / / ❑ Preliminary-Do Not Use for Construction
Use Silt fence stone ❑ Final Drawing-For Review Purposes Only
/ / / 6 / / // / outlets at low point. / // / \ — / I 4 III 1 \1 `l \ \ \ / /
� � C / o / 1 ( \ \ � / i- —� X Final Drawing
23701 ±SQ FT
0.544±ACRES
PROJECT:
� / Tly ed SFR Home-
Use Silt fence stone ` 1 / _ \ /
/�er��q�Jding Permit -� i �- / \ \ � I
outlets at low point. ti I ) \ / �` _`� - ( PIN:BLOCK-LOT:
8-0373
5 I / / I r �\ \ r j , _ -sF 1 )\ \ I ) I I BLOCK-LOT: 4951 F-012
OWNER: Jeffrey C Payne
23691 ±SQFT DEEDBK-PG: 3159-2816
0.544±ACRES J
I / -� This lot to be filled in home site
�s Install temporay silt fence down side property 1 1 / //� area prior to home construction
line to prevent sediments from impacting O / \ �� / - ---\ - I
- adjacent lot (Typical as shown on plans)
Proposed SFR Home / J �� \ \ \\ \ 11\ \ \ \ \ \ / l
' pe /BuildingI$errr?tt� \\ \1 �(
?1122±SQ FT ��
1.485±ACF t \ \ \, � — — � — \�I ` \ I $ \ \ \ \ \ ( / ) - I ~\ / � / I � � �/
Temporary Construction Entrance to L \ - \ CUJ
align with permitted location of driveway \ \ \ - ' - / -.�^ 1 \ I 51966±SQ FT \ \ \ \\ \ I ( I I I ( "
9 p (Typical all lot) ) \ 1 r \ )` \� / / 1.193±ACRES \ \ \� \\ /
Proposed SF3 H-oTe \ 1 / ) \ I Pr osed R Hom I 1
h existing side ditch at driveway connection to per Building Permit \ J f ) \ \ perr uilding P rmit / I ) 5 / 1 I 1 I ` \ �/ / // -
1m 15 RCP pipe with rock inlet protection and
Curlex II (10' length of ditch) outlet matting or \ c �L w ) / \ / / ( / // C \\\1 \I \` ^ - / J-- / J O
ical as shown on plans for lots with side ditch) I w l \ I / �� >
/ I / >I TIC / ` \\ \ `J�� � \ / / / / ��_l\ � — -0
�' \ ���T / TD
Proposed SFR Home �' / c \ - / '" J \ \ S / �"'
per)Building Permit 1 / 1 / / / \ / / �1 \ \ \ 36F < L- //�i/
� O
\ / PIN:6829-78-2228
// > BLOCK-LOT: 4951F-011 00
OWNER: Douglas Edgar Styers Jr. / z (fl
/ �77 C \ _ — )DEED BK-PG: 3113-3786 / W E O M
N
00
� Z_
// �•Q J J /� ` J/ I / Propop�d S/Ff� H me / ) / / / / 1 \ \ �` �� / / ( / \ � �
/ v , C - / per BCWdinp Pe it
s Proposed SFR Ho e ) ( / / / / ( / /
/ C Q� s / \ per Build ng Perm / / - / �I /' / / ( / / \ V I //) \ \ I \ \C // / / CLIENT/PREPARED FOR:
20009±SQ FT I / / I \ ) \ / / SHEPPARD, INC.
0.459±ACRES / / / / ( S `I I 1 1 \\ / / / Domingo
398Hdd ng on C Si
/ 1000, Winston-Salem, NC 27106
Proposed SFR H me 1 / ` I I \ Ph. No.: 336-448-8040
/ / ( per Building Per it / f / \ ('s — I / r 1 / , / ) I / ``\ ) I w \
/ / I ( r1 I ) I / ) / / / / \ \/ I /
j c fl \J / I 10 / I \ ( / / / I / / / / I / ( \\ / Email: [e-mail]
20123±SQ FT / '� ` l \ / 0 1 \
/ ( C
0.462±ACRES / / \ I I / Proposed Septic Field Repair ( I
Area to be left undisturbed
_ �/ 011
11�/ \ \ I I y / l J / l / l l / I ( / o \/
I ( � ) I ( / ( / /� z W E
Co
Proposed SFR Home 11 \ ` j I l ( / I 14 (\ ( ( o /' i ( I/
per Building 4rmit 20026±SQ FT / /— ` I 61191 ±SQ FT
0.460±ACRES) Use Silt fence stone I 1.405±ACRES
1\ I\ \ �� \ J ► outlets at low point. / 11 ( // ) r� l / o F /I I ) / s
J Prior to home construction, discuss sediment basin / NC Grid - NAD83 (2011)
size reduction with EC Inspector as site area are
vegetated and stabilized. Sediment basin shall not y
ys be removed until approved by EC Inspector. DATE: 08-08-2023
\ \ l\ r Wrap low side of home site in silt fence. I /) / w'> T 1 I I s DRAWN BY: TBC/ATC
\\\ \ \1 20099±SQ FT / 5F WSJ Use Silt fence stone outlets at low point. \ \ ) f I / ( / / JOB NO.: 23-201
0.461 ±ACRES Install temporay silt fence down side property
line to prevent sediments from impacting / ` ) I \ \ / // / I �� / r REVISIONS:
"- adjacent lot (Typical as shown on plans) ( I ( / 13 / \ \ / c, / / / /
_ — 09.22.2023 Per IDT comments
++ 23748±SQ FT
p'roposed S hfome l \ 0.545±ACRES` / \ \ — J / l / / /J I I / 01.12.2024 Home Building phase sheets added
erBuildin erWt I I / \ I \ \ Proposed SFR Home)
\ s� > I / \ / / (_ \ \ J \ Building Permit I ) I
s 4P
\\ \ L C ��<� F_ ' � — / S29°41'19"�
\ _ Use Silt fence stone
( /
outlets at low point. _ I�F� „ _
SCALE: 1 - 30
(
w w ti w ��~ �I ` r / / / / 15 0 7.5 15 30 60
Limit r
` / so, ' / / s 2°0 i / // SHEET TITLE:
- - - /
sF < DL» / " I / I �° \I I\ 1 mit ) I l /� 03 9W' / - / HOME BUILDING EC MEASURES
Proposed SF.R Home \\` �\ \ ` _ \/ — DL>= / — DL» ���» DL>> DL>> \ R/W ) ( / / / / / , /
\� - _ —�� 80391 ±SQ FT / l / / / / ( //// / r s
per Buildin -Permit \\ \ \ - \ \�` - - (- - —�_ ,-�-/- - ( <�, 11.846 ±ACRES © Beeson &Carter, P.A.
\�U —
SHEET NO:
SF
yJ C-3 . 5

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 B1 BF5280
VC,
EEQ0Q &CARTER,PR.ci ouiiuiii rciiiui — VIL ENGINEERS LAND SURVEYORS
r / LAND PLANNING
/ \ f ' ) 1 ` / 1 I F ) 4970 US Highway 311 N#669,Walkertown,NC 27051
V d � � � 20123±SQ FT / '� � ` l ` � / / � /
0.462±ACRES / ` \ \ I 1 ^�o / / Proposed Septic Field Repair II I / OFFICE:[phone] FAX:[phone]
39 16� � .� / / \ � � / Area; be left undisturbed / J � / 11 EBcorp#:C�017 com
y+►34°45'3 " \ I // / \ 1 I l ( r J
/ o v
\ ) \ cc
/ ( ) / I i ( ) /( / J / V ) / } / SEAL: `` �„unuunni
�� � )/� /�\ )\ \ /� ( ) I 1 ( } ( —jam J ( / I / ) /� ,,`��``\A CAR'''
/ \ sT ' . U / / Proposed SFF� Home cc ( 14 ( I p : of o • 2
per Building Permit 20026±SQ FT /— I I ) } I 61191 ±SQ FT / ( �° _ •; c
0.460±ACRES J Use Silt fence stone 930' — ) 1.405±ACRES
outlets at low point. / I ( // ) /� / / o J / / / t 038574
Prior to home construction 7�/13/202Q4
size reduction with EC Insl ' t`
\ \ \ / J / } ( /� vegetated and stabilized. -�.;ck T�•C•P����``���`
Lots with existing side ditch at driveway connection to / ,,,,, 1�����„„� �`
\ \ / \ a5 I \ ( be removed until approvec
install minimum 15" RCP pipe with rock inlet protection and \ \ \ / / ) / ` I } \ \
Wrap low side of home site in silt fence.
Excelsior Curlex II (10' length of ditch) outlet matting or \ \ \\ \ Use Silt fence stone outlets at low point.
equal (Typical as shown on plans for lots with side ditch) \ \ 20099±SQ FT / �F �sJ
0.461 ±ACRES- Install temporay silt fence down side property I I / " 1 ( I \ / I / / / ❑ Preliminary-Do Not Use for Construction
line to prevent sediments from impacting
/ } \ \ lob, \\ q adjacent lot (Typical as shown on plans) ( / I / / ) 13 ❑ Final Drawing-For Review Purposes Only
X Final Drawing
23748±SQ FT
kro posed S Wome J \ 0.545±ACRES /
/ .• \ _ \ ?� \ \ \ ~\/ \ ( I / \ perBuAding erl�it I ( / \ ( l \ Proposed SFR Home I / / / (I / PROJECT:
1 ,4u I 1 \ \ `J \,c i f} ) > I o / \ / / 62 (— \ \ I \ Building Permit
o \� Proposed SFR Home L \\ `V — — — — J J _ — J _ f
- - - 1 per Building Permit \\\ \ r.� C � , — / s , / - - - / \� I / j \/ \�, - -, Z / 4P
J
Use Silt fence stone
outlets at low point. _ SF�
� DL>>
\ Temporary Construction Entrance to ( ) \ r— w t\
align with permitted location of driveway > ✓ O I I J I J / I / /
�o. (Typical all lots) — // �i�, I � —
\ w S42°07'03" /
O I 103.97'-
20695±SQ FT _ �� D` I \ �\ ` � � _ — DL» � DL» � /
\ RAN
0.475±ACRES Proposed ome \ r / / �e>> —�— DL>> \
C \ / per Buildin Permit \\\ —\ \ 80�— \� — — — (/ / .� — ` ~ <�, 1.846 ±ACRES
DL» 80391 ±SQ FT
SF 40,
Use Silt fence stone ,� \ J / / / / / /
20308±SQ FT �� � � � \ � � � / — � / // / %_ / / // / /
\ 1 1 \ I 0.466±ACRES outlets at low point. roposed SFR 14oTne _ _1 Use Silt fence / / / \ \ �o/ / /// / / / , r / / / / > ,>_
per Building PerrpR e r / / / stone outlets at /
pro ose SF Ho low point.
/ ) p W / \� / �o —
70o, \` / / } (T �� / p ildingRermit ( / _/ / / �/ � �� Xk
� J� — / �/// // � i �� / r
/ Install temporay silt fence down side property /
line to prevent sediments from impacting \ / \ / / / ) / / I r / / y _ j JZ / / ° / / / // — O O
( s7o°39'4o"E I `} adjacent lot (Typical as shown on plans) / Use Silt fence stone ) l I
/ } 25.00' I / / // outlets at low point. I \ 1 / / 1 1 / ) \ / / / oC�' jr� s57 4gSs„w / Cn
733 }T00
/ / // J/ 15 / / ) I r J `, �� � / // // lr / / _ � C.4
o ( / 59262±SQ FT I / / ` J / /
/ 1.360±ACRES / / / / /�1 r / / / I� / �> / / /� / J / / w E O N
00
/ / / / r o / — /PIN:6829-77-2683 / / IL cfl
S32°50'54"W / / },
23787±SQ FT ` / / ( / I / \ / / / / / / / 50.51'— (OWNER:BLOCK-LOT:
ATHENA RENEE& SAM-ONES 1// / �$
0.546±ACRES I r / \ \ � �� / / J/ 1 �
/ DEED BK-PG: 3649-2900 / L Z
ILL
l
46371 ±SQ FT t
1.065±ACRES / ^— � ` � ��`\ �� \ \ / / / ) oo / \ � / ) l / / / /\ / )/ I/ // / //
install Silt Fence on sides of Proposed SFR Hom / / ( I ( ) / / CLIENT PREPARED FOR:
J Temporary Construction per Building Permit �� J} ' _ ( \ \ / / // / / J/ ~ /( l / `' J/ / /
Entrance and remove section \ v \ / / / / / / — // o ( / / �o / / ) v\ / - / ° oo"W / / / ( SHEPPARD, INC.
crossing driveway. / / \ I ) / I / / / \ / / ( / / ( / ! ( / �, �` 2968A4' / I / / // // J C/O Domingo Isasi
I / �� 3989 Huddington Ct
Winston-Salem, NC 27106
TD> TD» Ph. No.: 336-448-8040
Limit > TD>> T�>> l l TD» TD»
of un / mit , Limit \ Limit mit \ Limyt Li(it / JD» ( TD> \\ } I / Email: [e-mail]
I 1 l9' — Limit Li \ } \ _
1 LL i 130' / / Limit/ / / J 1 ( I /C/ �/ / / / r/ 1 / / /
/ 26 ) / I / I /
573.39'/ //N88°55'08"W /
\� 39.38' l / // � JJ
OE
/ l / / l
� / \ � I / I � � \� Dill I\r � �• i ` \\ \\ --/ / / � J�J // / \`"� // ///�� I —/ // / / / / ,.� �/ / // / / / I s
PIN:6829-67-3556 NC Grid - NAD83 (2011)
BLOCK-LOT: 4951-024Q / I \ I
}\ OWNER: Jimmy Dean &Danika Dawn Speer / I / / 1 \\\ I // / / I J.\
J / / / DEED BK-PG: 1966-3863 / ) I / / / 1 / / / / / �/ / / / / / / / / / \\ < ( I } DATE: 08-08-2023
— DRAWN BY: TBC/ATC
JOB NO.: 23-201
REVISIONS:
09.22.2023 Per IDT comments
01.12.2024 Home Building phase sheets added
SCALE: 11, = 20'
IMPORTANT NOTES:
10 0 5 10 20 40
1. During the homebuilding phase of work, all site EC measures shall remain
in place until an EC inspector approves their release upon site area
stabilization.
2. All lot level EC measures shall be installed prior to any construction activity SHEET TITLE:
on the lot.
3. Driveway locations may change upon final lot level home permitting. A HOME BUILDING EC MEASURES
temporary construction entrance for each lot shall be installed to
correspond to the final permitted driveway location. © Beeson &Carter, P.A.
4. All lots are to have private septic systems installed. The CA for these lots
has not been issued and the contractor is responsible to ensure EC SHEET NO:
measures are in place and an EC inspection of those measures has
occurred prior to disturbing any ground for septic field installation. C-3 . 6

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 131 BF5280
\ 1 ( ' r I / / ( / — _ / IMPORTANT NOTES: YCI
EESOR BCRRTER,PR.
\ Jq 1 / / / / VIL ENGINEERS LAND SURVEYORS
1. The purpose of this Ian sheet is to provide guidance for the removal of erosion
( / / / \ p p p p 9 LAND PLANNING
/� 1 / /
\ o control measures once the site areas are stabilized and the EC inspector has
S / / u / / / / ) / \ / 1 \ J / / \ — / \ \ / / / approved the removal of the measures either individual) for a drainage area or in 4970 US Highway 311 N#669,Walkertown,NC 27051
—r J / / / rn J / ) / Y 9
OFFICE:[phone] FAx:[phone]
/ their entirely.
/ WEB: www.bc-eng.com
2. Any off-site borrow and waste required for this project must come from a site with an Corp#:C-4017
\ / / ✓ / / / / / / / J / 1 f \` ` L // // // approved erosion control plan, a site regulated under the Mining Act of 1971, or a
/ / TYPICAL FOR ALL SILT FENCE REMOVALS: ( ` / ) \v/
Remove fabric,zip ties,support wire and posts. Dispose of \ I \ / // landfill regulated by the Division of Solid Waste Management. Trash/debris from
p pp p p
all materials in approved facility. Do not bury and/or dump \ \ / demolition activities or generated by any activities on site must be disposed of at a SEAL:
on site. Return trench to natural grades. Mulch and seed \ I / o facilityregulated b the Division of Solid Waste Management or per Division of Solid
the extent of the graded area immediate) (\ /
g —y \ 1 / \ Waste Management or Division of Water Resources rules and regulations. .`���Q- ..........
S'S/ ��'�•,,
l \ 61° / / / / ) / — — — 1 _ — / / TYPICAL REMOVAL OF MEASURES:
Temporary Skimmer Basins ,2/13/2 4 .
Remove baffles, skimmer, riprap stone, filter fabric, and silt fence (fabric, zip ties, support '-, � ������
TYPICAL FOR REMOVAL OF ALL EXCAVATED STORAGE BASINS: / ! �''Fx T.�C•P��wire and posts). Dispose of all materials in approved facility. Do not bury and/or dump on •,,,, ���••
rn Remove baffles,riprap stone,filter fabric,and silt fence(fabric,zip ties, / ^ / n,,,,fill 11 11111��1\\�
TYPICAL FOR ALL TEMPORARY CONCRETE WASHOUTS: / / r's' / / / — ` — / cp r-a support wire and posts). Dispose of all materials in approved facility. Do not / / site. Backfill basin to natural grades using suitable, well compacted soils. Immediately
Remove dried concrete, plastic sheeting,staples or sandbags,and / i //ap gyp_ �u// �/ / / /\ �, bury and/or dump on site. Backfill basin to natural grades using suitable, / J mulch and seed all denuded areas.
_45913±SQFT a / � r )
i siganage. Dispose of all materials in approved facility. Do not bury� well compacted soils. Immediately mulch and seed all denuded areas.
1.054±ACRES
/ and/or dump on site. Remove and/or return berms to natural � Nk-
J/t
( // / p Temporary Sediment Basins: ;��O P845-7t4-
) � / grades. Mulch and seed the extent of the graded area immediately. / / / � / / / I / � / / ❑ Preliminary-Do Not Use for Construction
Remove baffles, riprap stone, filter fabric, and silt fence (fabric, zip ties, support wire and
1 ti \ - — / ❑ Final Drawin For Review Pur oses Onl/ / 1� Z \ \ / / / posts). Dispose of all materials in approved facility. Do not bury and/or dump on site. g p Y
/ Backfill basin to natural rades usin suitable, well com acted soils. Immediate) mulch and/ '� / g 9 p Y X Final Drawing
seed all denuded areas.
Tem ora Diversions: PROJECT:
- � ' Return temporary diversions to natural grades. Mulch and seed the extent of the graded
f 670 area immediately.
� / / 7 / / A �\ \�\ / /^ / / � Temporary Silt Fence:
0.688±ACRES / —\ F / / / / �) / I `�s� \\\ I \ \ / / /
`aye / �, / / / / 1737±SQ FT / / \ \ > I ` J' ) • / / / r/ / / / Remove fabric, zip ties, support wire and posts. Dispose of all materials in approved facility.
J / / \ / F` a / < / / \
\ \ ° \ / / / l ) / / / / ^°.958±ACRES /` J 1 \\ ` ( 1 \r _ / / / / / / / Do not bury and/or dump on site. Return trench to natural grades. Mulch and seed the
CO / / / / / 23701 ± Q FT gimmediately.
extent of the graded area
a r
�J / / / / / ' 1 ^ / \\ \\ 1 \\ // // // / Temporary Concrete Washouts:
0.544±A ES / / / ( / �, \\\ \ \ \\ \ / r- / / /
11 / / / / J-' / \\I
\ — / � o��r / J — ) / / / / / / / /ram_�� _ . p �j Remove dried concrete, plastic sheeting, staples or sandbags, and si ana e. Dispose of all
/ .�F..�e �� / / ( � J � / I / — / 1 / r / a5 (I<< \ \ )\� \\ \ �—/ / / / / / / / p g, p 9 9 9 p
.� o / / ,/- — /i / — — �\ 1 \ \ / / / materials in approved facility. Do not bury and/or dump on site. Remove and/or return
° / ) / TYPICAL FOR ALL TEMPORARY DIVERSION REMOVALS: \ pp Y rY p
J / 5 ` ) \\ \ / / berms to natural grades. Mulch and seed the extent of the graded area immediate)
Return temporary diversions to natural grades. Mulch and �\ / N I / r / / / g g Y'
/ p Y 9 / - - - - �I , \\ \ — / / /
�``) �I� I • t / / — — — — / / '` P���e ae / \�\� I ) /5F / / ' 23691 ±SQ FT P seed the extent of the graded area immediately. \ \�` ) t I \\ i/
l / 0.544±ACRES I \ Ie� , - Temporary Construction Entrance:
,cc
/ ( / 1 -- \` \ II \ \\ \ m\ \ / J/ / f/ / / If the construction entrance has not been replaced with a permanent road connection,
��� _ C�� / p pp Y rY
1 / remove the stone and fabric. Dispose of all materials in approved facility. Do not bu
J \ J s .. C— — \ �`�� / -- 1 / and/or dumpon site. Return entrance area to natural grades usingsuitable, well compacted
21122±SQ FT / < \ 1 ,- \ \ \ I 8 \ \\�\— \(1 / ! \ / / — / soils. Immediately mulch and seed all graded areas.
0.485±ACRES � � \� \ r'
C 1 1 \ 519 6±SQ FT \\ ) I W
1.19 ±ACRES )
/�. �' � l 11 1 \ � J � r � l \\ �\ _ ��t -' ire — v ��-.`����',�— U­
46496±SQ FT / `�J O / .�1 f —
/ 6 1.067±ACRES \ \ %quq
4±SQFT / 1® �) f / \ ^STD > ( ( ` 1 \ \ s9 '„ �/ � ` -- \ J±ACRES / J / / ` / / / I J \ L \ �` 6F �'// // `\ \ —� �
\ / ^ � J rn / \ \ \ \ / � � / \ L \ // \
Cn
J// / —!fir /l �/l / I \ \ ?o�- J/ j / / //� �� \ >
so'S 1 „ / — / / \D J /( \ �/ r
^1 J I 1 '8�34, 5 s- 6�. 4 L / �^ �� / / / / / /�, o
l �' L� o — /// ��J`O��Gr J 1 i TYPICAL FOR ALL BASIN REMOVALS: / / / v / ` O
Remove baffles,skimmer,riprap stone,filter fabric,and silt ) � - v ) / ( 1 \� / // /// / 1/ ', N OO
3sos„ p p / / /
W � •1 fence(fabric,zip ties,support wire and posts). Dispose of all
�� / materials in approved facility. Do not bury and/or dump on site. / / / ( \ 1 � \✓ / / // // � V �
// / S / Backfill basin to natural grades using suitable,well compacted S I / ( co ( m// z
soils. Immediately mulch and seed all denuded areas. / r I �` J 1 I o te r/ i
Ty
CAL FOR ALL SILT FENCE REMOVALS: j ' ) f T7 I/ [(10 ' ) - \ I / ' I / f ) l / I l Cn \� I // r 00
Remove fabric,zip ties,support wire and posts. / \ / \ �) ) \v( �' Cfl
/ ) 20123±SQ FT S /
Dispose of all materials in approved facility. Do / 3 ,1 / ,� f 1 \ \ 0.4 ±ACRES ) 1 1 / S / J ( p� / I- ) '�) ® � �'' I( / / / / w E 0 �
�- / not bury and/or dump on site. Return trench to / N °45' �/ ( \ r \) o ) I ( l / / J N
natural grades. Mulch and seed the extent of the i ✓ / / ( ) o 1 ) ^ J o f / / / / v / 1 / J J / / Q L V 00
LL
graded area immediately. ,/ \ / // 1 ) I ) I I I I 1 C ( 1 / 14 / I 1 ° J I 1 / // / 4 cfl
( I C1 ) / I I� 1
0 20026±SQ FT J J 1 I - 191 ±SQ FT ) 4' I N / / Q C
0.460±ACRES 1 / I l Z �� ( \ `J /1.4 ±ACRES /I / l ) / r / / l / 0 z
\\ J / II/ ( / �� � / � — � \\ � C 1r,� /! — \ r
1 20099±SQ FT �-\
\ 0.461 ±ACRES I C J / / / 1 ( 1 \ / \ \ ! / / !
\ I / Al "� CLIENT/PREPARED FOR:
/ \ ° 1 2374s SQ T
IN. r — ( t ( \ \ 0.545 CRIES
SHEPPARD INC.
( j C/O Domingo Isasi
-'c� o \� \ \�\ \ - - � J � ���— �J-�)/ ��` \ ) 1 �/ L — � / / S29°4162.74'�///! / / / '
( / I //J 3989 Huddin ton Ct
y m o � � \ — r ..-. � �� � �� � `- a � \�1\ � � � / // / / / J
wO~ / / / ) / /
�` /— / / / / Winston-Salem, NC 27106
Ph. No.: 336-448-8040
_ @jandlnc.com.com
r W Email: [e-mail]
900 D > R/W / ,
\ — 20695±SQ FT / — I / 103.
I \ \ — — `\ \\ �>i D � _ DL>> 80391 ±SQ FT
0.475±ACRES / \ �� �V = — 1.846 ±ACRES { / / /1
i -`n —
20308±SQ FT
/ /r
�N ( / 0.466±ACRES / / r /` /
I III / / Z 17 / \ r �l / 1/ J
S70°39140"E -- ) ! 1 1 // / ss °
5.00' / TYPICAL FOR ALL TEMPORARY DIVERSION REMOVALS: ( / / /
S / /j 1 yr � / TYPICAL FOR ALL TEMPORARY DIVERSION REMOVALS:
Return temporary diversions to natural grades. Mulch and �� / /r J
15 / / l / Return temporary diversions to natural grades. Mulch and
/ \ r seed the extent of the graded area immediately. / J / / /
o 4 f / / / ( i seed the extent of the graded area immediately. / / /
N `\ `^1 16 _ ) / / I I 59262±SQFTi /f / /1�/ / / / / l / / // / ( )
1.360±ACRES G / / I / / / /
S32°50'54"W f i / / /
rn ( o° `\ \ \v / 23787±SQ FT'
50. /// I / 1� / / // / // // NC Grid - NAD83 2011
19 — \ 0.546±ACRES ! / II l / / / l// //
1 ) 9 1— \i \ ` o / / / l ( / / \ ( ( ( l / / / l/ / / / / / / DATE: 08-08-2023
rn / _ / i —— —f s� 1 Z oo / o / `( / l ( / n / / / / /
\ — / 46371 ±SQFT \ I / ) w / 1 1 ( / / J W I / / l / ! 1 /
30.02' �333.63'. �-- --' / DRAWN BY: TBC ATC
i / / / .. / / 1.065±ACRES \ 1 ) ) / / / ) / ) ) / )/ ) )
N6°01'08"E / /
or(
JOB NO.: 23 201
Tb T� >'/ / / L\() \ 1 I / /� // / / / / �\ / / / / / // / //// / / / / / / REVISIONS:
) 448.7 � ° F W J // " / / 573.39, N88°55'08"W r r`/ / / / / 09.22.2023 Per IDT comments;Sheet added
�.L CO 60'Ea 4' \ 39.38' 1 L \ o / { / / / / / // / / ! ) / / /
/ se»ient peFD.6. N81°59'S1' > — \� f ✓ J ( 7 ) / w
Centd o 99 14 3" w= \ �� / / // / \\ `( / / 1 J / oo / f / I / i ) / / // / ///! / / / / / / 01.12.2024 Renumbered sheets to add home building phase
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SCALE: 1 - 60
30 0 15 30 60 120
SHEET TITLE:
REMOVAL OF EROSION CONTROL MEASURES
© Beeson &Carter, P.A.
SHEET NO:
C-3 . 7

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 B1 BF5280
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT (6.06) SEDIMENT FENCE (SILT FENCE) (6.62) SILT FENCE STONE OUTLET TEMPORARY DIVERSIONS (6.20) REES0R8CRRTERXR.
N.T.S. N.T.S. N.T.S. N.T.S. CIVILENGINEERS LANDSURVEYORS
LAND PLANNING
CONSTRUCTION:
25' Min. Silt fence or construction fence returns each side. 4' 4970 US Highway 311 N#669,Walkertown,NC 27051
1. Construct the sediment barrier of standard strength Hardware Cloth attached between Posts OFFICE:[phone] FAX:[phone]
PLAN VIEW or extra strength synthetic filter fabrics. a'max.standard strength fabric With Wire fence Silt WEB: www.bc-eng.com
CONSTRUCTION SPECIFICATIONS: 2. Ensure that the height of the sediment fence does 6'm"x.extra strength fa6ric Without wire ton" Steel Post Fence Compacted Soil Corp#:C-4017
Course Aggregate /x not exceed 24" above the ground surface. (Higher 3:1 Max. Flow
(2-3" Stone) Existing 1. Clear the entrance and exit area of all fences may impound volumes of water sufficient to Steel 1'-6" Min. Slope 18" Min.
vegetation, roots, and other objectionable ) SEAL:
Pavement g 3. Construct the filter m continuous roll cut to Post Plastic or 2 `�O`` N`111C•4 /� ,/
=III=III material and properly grade it. O
IIMil 2. Place the gravel to the specific grade and
the length of the barrier to avoid joints. When joints wire ties Silt Fence 1 •``��-•,. •'•S <
I-III-III are necessary, securely fasten the filter cloth only 3' Max. Temporary Earthen Diversion Dike O • °� Oti••'
III=III= dimensions shown on the plans, and wire Ia-24 p rY 9 •.y
12' Min{=III=III '� smooth it. at a support post with 4 feet minimum overlap to fence F/o
III=III= the next post. Natural W
1=1I1=1II 3. Provide drainage to carry water to a 4. Support standard strength filter fabric by wire mesh round Structural Stone - _
III- I- - g 038574
sediment trap or other suitable outlet. fastened securely to the up slope side of the posts. / 12" of#5 or#57 Stone on Face �2/13/20�4
n -
Existing
N 4. Use geotextile fabrics because they Extend the wire mesh support to the bottom of the '" _ %,�9� •.•Nc I NEB .•'��`�.�
improve stability of the foundation in trench. Fasten the wire reinforcement, then fabric a downd4'
forward al Coarse Aggregate
�''�i��' •••••••••�� .�`��
Ground O locations subject to seepage or hi h water on the up slope side of the fence post. Wire or 24" thetrenci,'q CROSS SECTION ° ° 3:1 Max. '�i,, TrinCrP"`�`\`�
1g Filter TOP VIEW 8R Sloe Flow
� table. plastic zip ties should have minimum 50 pound fabric p °p ° ° p 18"Min.
50' Min o 5. When necessary, wheels shall be cleaned tensile strength. i ° 's g o °
to remove sediment prior to entrance into 5. When a wire support fence is used, space posts a Hardware Cloth attached between 9'T ical
public right-of-way. When washing is maximum of 8 feet apart. Support posts should be Posts with wire ties every 3-4" 4 Max. Yp ElPreliminary-Do Not Use for Construction
Wire driven into the ground a minimum of 24 inches. Silt Fence Per Detail 6.62
required, it shall be done on an area 6. Extra strength filter fabric with 6 foot post spacing fence Temporary Gravel Diversion Dike for Vehicle crossing ❑ Final Drawing For Review Purposes Only
9 p p 9 Cross Section NOTE: p ry g g p Y
stabilized with crushed stone which drains does not require wire mesh support fence. view X Final Drawing
SIDE ELEVATION q pp
into an approved sediment trap or Securely fasten the filter fabric directly to posts. Filter
5teel fabric Backfi'lltrench Mural 1. Structural stone shall be (Class °B°
50 Min. Existing sediment basin. All sediment shall be Wire or plastic zip ties should have minimum 50 post / and Compact ( )
r thoroughly ground
Pavement prevented from entering any storm drain, pound tensile strength. stone for erosion control purposes. PROJECT:
ditch, or watercourse through the use of 7. Excavate a trench approximately 4 inches wide and 2. Sediment control stone shall be#5 or CONSTRUCTION SPECIFICATIONS:
sand bags, gravel, boards, or other 8 inches deep along the proposed line of the posts :: #57 stone.
and up slope from the barrier(See figure below). a" • • psi°Qe
approved methods. •;••. min- •, �+ - 1. Remove and properly dispose of all tress, brush, stumps and other objectionable material.
III=III=III= - I I=III=III=I I -III= I I= - - - 8. Backfill the trench with compacted soil or gravel ...••;
.••;•.,:•,• min 2. Ensure that the minimum constructed cross-section meets all design requirements.
placed over the filter fabric. 2a' ..;:.t f•i::; -1'-6" Min.- 3. Ensure that the to of the dike is not lower at an point than the design elevation plus the specified settlement.
MAINTENANCE 9. Do Not attach filter fabric to trees. p y p g p p
Existing Filter 6" Min. I 4. Provide sufficient room around diversion to permit machine regrading and cleanout.
Ground Cloth Maintain the gravel pad in a condition to prevent 5. Vegetate the ridge immediately after construction, unless it will remain in place less than 30 days.
mud or sediment from leaving the construction MAINTENANCE: MAINTENANCE:
site. This may require periodic topdressing with 1. Filter outlets shall be inspected immediately after each rainfall and at least daily during prolonged rainfall MAINTENANCE:
2-inch stone. After each rainfall, inspect any Inspect sediment fences at least once a week and after each rainfall. Make any require repairs immediately. Should the events. Any repairs needed shall be made immediately.
structure used to trap sediment and clean it out fabric of a sediment fence collapse, tear, decompose, or become ineffective replace it promptly. Replace burlap every 60 2. The stone shall be replaced promptly after each event that has clogged or removed it. Inspect temporary diversions once a week and after every rainfall. Immediately remove sediment from flow area and
as necessary. Immediately remove all days. Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to reduce 3. Sediment deposits shall be removed when deposits reach half the height of the barrier. Any sediment repair the diversion ridge. Carefully inspect outlets and make timely repairs as needed. When the area protected is
objectionable materials spilled, washed, or pressure on the fence. Take care to avoid undermining the fence during clean out. Remove all fencing materials and deposits remianing in place after the silt fence is removed shall be dressed to conform to the existing grade, permanently stabilized, remove the ridge and channel to blend with the natural ground surface and stabilize appropriately.
tracked onto public roadways. unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been mulched and seeded.
properly stabilized.
SEDIMENT BASIN - SKIMMER THROUGH DAM (6.64) FAIRCLOTH SKIMMER THROUGH UJ
CONSTRUCTION SPECIFICATIONS N.T.S. MAINTENANCE EMBANKMENT (N.T.S) Ur
_ 4; 1. Site preparations-Clear, grub, and strip topsoil from areas under the embankment to remove trees, vegetation, roots, and other objectionable material. Delay 1. Inspect skimmer sediment basins at least weekly and after each significant(one-half inch or a
Plan View clearing the pool area until the dam is complete and then remove brush, trees, and other objectionable materials to facilitate sediment cleanout. Stockpile all greater) rainfall event and repair immediately. Remove sediment and restore the basin to its J
topsoil or soil containing organic matter for use on the outer shell of the embankment to facilitate vegetative establishment. Place temporary sediment control original dimensions when sediment accumulates to one-half the height of the first baffle. Pull the J O
measures below the basin as needed. skimmer to one side so that the sediment underneath it can be excavated. Excavate the sediment
2. Cut-off trench- Excavate a cut-off trench along the center line of the earth fill embankment. Cut the trench to stable soil material, but in no case make it less from the entire basin, not just around the skimmer or the first cell. Make sure vegetation growing in `
than 2 feet deep. The cut-off trench must extend into both abutments to at least the elevation of the riser crest. Make the minimum bottom width wide enough the bottom of the basin does not hold down the skimmer. _0
Inflow to permit operation of excavation and compaction equipment, but in no case less than 2 feet. Make side slopes of the trench no steeper than 1:1. Compaction 2. Repair the baffles if they are damaged. Re anchor the baffles if water is flowing underneath or WATER ENTRY UNIT GENERAL NOTES:
s requirements are the same as those for the embankment. Keep the trench dry during backfilling and compaction operations. around them. If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the WITH TRASH SCREEN 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE. =3
structure Y C!
3. Embankment -Take fill material from the approved areas shown on the Tans. It should be clean mineral soil, free of roots, wood vegetation, rocks, and other obstruction cleared with a lumber's snake or flushing with water. Be sure and replace the 2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
pp p Y 9 p Y 9 p Q
AMOUNT OF TIME. MODIFICATIONS MAYBE REQUIRED IF FIELD CONDITIONS WARRANT A
,L objectionable material. Scarify areas on which fill is to be placed before placing fill. The fill material must contain sufficient moisture so it can be formed by hand orifice before repositioning the skimmer. If the skimmer is clogged with trash and there is water in CHANGE.
into a ball without% crumbling. If water can be squeezed out of the ball, it is too wet for proper compaction. Place fill material in 6 to 8 inch continuous layers over the basin, usually jerking on the rope will make the skimmer bob up and down and dislodge the 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
- 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED. O O
-- the entire length of the fill area and compact it. Compaction may be obtained by routing the construction hauling equipment over the fill so that the entire debris and restore flow. If this does not work, pull the skimmer over to the side of the basin and 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENTAND AT THE C O
surface of each layer is traversed by at least one wheel or tread track of heavy equipment, or a compactor may be used. Construct the embankment to an remove the debris. Also check the orifice inside the skimmer to see if it is clogged- if so remove ORIFICE OPENING INSIDE THE DISCHARGE END OFTHE PIPE. O
•s. 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.
elevation 10 percent higher than the design height to allow for settlin the debris. Check the fabric lined spillway for damage and make an required repairs with fabric ORIZONTAL TUBE WITH A V
g g g g p Y g Y q p CONSTANT HYDRAULIC HEAD EIGHT SIZES OF SKIMMERS ARE AVAILABLE,REFER TO THE FLOW SHEET,CUT SHEET,AND '(n 7
4. Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or that spans the full width of spillway. INSTRUCTIONS ON WEB SITE FOR EACH SIZE. L
Skimmer:
dewafiering =- providing a low support under the skimmer of stone or timber. 3. Freezing weather can result in ice forming in the basin. Some special precautions should be taken
00
device Emergency 5. Place the barrel (typically 4-inch Schedule 40 PVC pipe)on a firm, smooth foundation of impervious soil. Do not use pervious material such as sand, gravel, or in the winter to prevent the skimmer from plugging with ice. Z � Cfl
spillway SCHEDULE 40 PVC PIPE ` _
" P Y crushed stone as backfill around the pipe. Place the fill material around the pipe spillway in 4-inch layers and compact it under and around the pipe to at least 4. Check the embankment, spillways, and outlet for erosion damage, and inspect the embankment � r
` (BARREL OR ARM) � �� O
the same density as the adjacent embankment. Care must be taken not to raise the pipe from the firm contact with its foundation when compacting under the for piping and settlement. Make all necessary repairs immediately. Remove all trash and other N
Average _ area" pipe haunches. Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it with construction equipment. In no case should debris from the riser and pool area. Q L V pp
Width W _ L ° _ - the pipe conduit be installed by cutting a trench through the dam after the embankment is complete. LEXIBLE HOSE EARTHEN EMBANKMENT r Cfl
6. Assemble the skimmer following the manufacturers instructions, or as designed. FLOAT MERGENCY SPILLWAY Q �+
PVC VENT
* Area of basin water surface at - 7. Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe and position PIPE i Lz
top of principal spillway elevation Baffles 4 the skimmer over the excavated pit or support. Be sure to attach a rope to the skimmer and anchor it to the side of the basin.This will be used to pull the
skimmer to the side for maintenance.
1: v)
8. Conduitspillways-Securel attach the riser to the barrel or barrel stub to make a watertight structural connection. Secure all connections between barrel TOP VIEW SCHEDULE 40 PVC PIPE FLOAT
Y 9 -
BARREL OR ARM
EMERGENCY SPILLWAY CROSS SECTION (N.T.S.) III_I
sections by approved watertight assemblies. Place the barrel and riser on a firm, smooth foundation of impervious soil. Do not use pervious material such as PVC VENT PIPE III�I�I
sand, gravel, or crushed stone as backfill around the pipe or anti-seep collars. = FLEXIBLE HOSE
Embankment CLIENT/PREPARED FOR:
Inflow Baffles 1'Freeboard 9. Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it with construction equipment. Anchor the riser in place by
concrete or other satisfactory means to prevent flotation. In no case should the pipe conduit be installed b cutting a trench through the dam after the Class B Riprap
structure rY p p p Y 9 g - POTENTIAL FOR PIPING CAN -
embankment is complete. over filter fabric - OCCUR. PROPER DESIGN TO - SHEPPARD INC.
10. Emergency spillway Install the emergency spillway In undisturbed soil. The achievement of Tanned elevations, grade, design width, and entrance and exit Top of Dam MINIMIZE DISCHARGE AROUND
_ - 9 Y p Y- 9 Y p Y � p 9 9 PIPE MUST OCCUR. = CEO Domingo ISaSI
channel slopes are critical to the successful operation of the emergency spillway. o. e
�t?ewateri � � � 1.0'Min. 'Q L = 1.4 x DEPTH 3989 Huddin ton Ct
n9 ,. W o 9
zone 6 mm,,invert efevatien of 11. Inlets-Discharge water into the basin in a manner to prevent erosion. Use diversions with outlet protection to divert sediment-laden water to the upper end of or S� g\ et
ertt�rgency spillway �� op \ a\\ I O THE OVERFLOW Winston-Salem, NC 27106
the pool area to improve basin trap efficiency � e 3 \ WATER ENTRY UNIT
Emergency r1O �� MINIMUM LENGTH APPLIES Ph. No.: 336-448-8040
Filter fa6rie spil€way 12. Erosion control-Construct the structure so that the disturbed area is minimized. Divert surface water away from bare areas. Complete the embankment before r o
the area is cleared. Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the principal spillway immediately after I I_ _
Sediment Cross-Section construction. Per Basin Details - - Email: [e-mail]
storage zone View 13. Install porous baffles as specified in Baffles Detail. END VIEW SIDE VIEW MDE TO -
DISCHARGE PIPE MINIMIZEZE CH N CH OF DEPRESSION
OF SKIMMER 14. Safety-Sediment basins may attract children and can be dangerous. Avoid steep side slopes, and fence and mark basins with warning signs if trespassing is SCHEDULE 40 (NO SCALE) BECOMING STUCK
likely. Follow all state and local requirements.
POROUS BAFFLES (6.65) ROCK PIPE INLET PROTECTION (6.55)
N.T.S. N.T.S.
CONSTRUCTION SPECIFICATIONS: CONSTRUCTION SPECIFICATIONS:
-_ - - - - -
// // //
CLASS B RIP RAP(SEE SECTION THRU BASIN BELOW) 1. Clear the area of all debris that might hinder excavation and disposal of spoil.
1. Grade the basin so that the bottom is level front to back and side to side. ° 2. Install the Class B or Class I riprap in asemi-circle around the pipe inlet. The stone should
p p pp
2. Install the coir fiber baffles immediately upon excavation of the basins. p hi be built u her on each end where it ties into the embankment. The minimum crest width
\\\
// // 9
\j j\ 3. Install posts across the width of the sediment trap (Practice 6.62, Sediment Fence). \ of the riprap should be 3 feet, with a minimum bottom width of 11 feet. The minimum height DATE: 08-08-2023
\\/ // /\\/ \\// \ \\� \ - 4. Steel posts should be driven to a depth of 24 inches and spaced a maximum of 4 feet apart. The top of the fabric should be a should be 2 feet, but also 1 foot lower than the shoulder of the embankment or diversions. DRAWN BY: TBC/ATC
I N LE
\ / \ - minimum of 6 Inches higher than the Invert of the spillway. Tops of baffles should be a minimum of 2 Inches lower than the 3. A 1 foot thick layer of NC DOT#5 or#57 stone should be placed on the outside slope of the JOB NO.: 23-201
top of the earthen embankment. \ \\1
\/\/ /\/\ \/\/\/ \/\/\/ 5. Install at least three rows of baffles between the inlet and outlet discharge point. Basins less than 20 feet in length may use \\ PNPERT RIPRAPHEADWALL riprap.
/\\/ /\\/\\/ /\\/\\/ /\\/\\/\\ _ g p g y \ 4. The sediment storage area should be excavated around the outside of the stone horseshoe REVISIONS.
2 baffles. :: /
usoRus�wnsHEDSTONE. 18 inches below natural grade.
6. Attach a 9 gauge high tension wire strand to the steel posts at a height of 6 inches above the spillway elevation with plastic 1-o THICKX 3-0 HIGH MIN. 5. When the contributing drainage area has been stabilized, fill depression and establish final
ties or wire fasteners to prevent sagging. If the temporary sediment basin will be converted to a permanent stormwater basin
ME
� Nr grading elevations
, compact area properly, and stabilize with ground 09.22.2023PerIDTcomments
�/� cover.
of a greater depth, the baffle height should be based on the pool depth during use as a temporary sediment basin. / STOP,GE AREA i- / / 01.12.2024 Renumbered sheets to add home building phase
7. Extend 9 gauge minimum high tension wire strand to side of basin or install steel T-posts to anchor baffle to side of basin \\\ MAINTENANCE:
Porous baffles in a sediment basin. The flow is distributed evenly across the and secure to vertical end posts. // / I 1 I \ \\
basin to reduce flow rates and turbulence, resulting in greater sediment 8. Drape the coir fiber mat over the wire strand mounted at a height of 6 inches above the spillway elevation. Secure the coir / � Inspect rock pipe inlet protection at least weekly and after each significant (1/2inch or greater)
retention. fiber mat to the wire strand with plastic ties or wire fasteners. Anchor the matting to the sides and floor of the basin with 12 / �° rainfall event and repair immediately. Remove sediment and restore the sediment storage area to
inch wire staples, approximately 1 ft apart, along the bottom and side slopes of the basin. ' PERSPECTIVE VIEW
Baffles need to be installed correctly in order to fully provide their benefits. p pp y p g p its original dimensions when the sediment has accumulated to one-half the design depth of the
9. Do not splice the fabric, but use a continuous piece across the basin trap. Place the sediment that is removed in the designated disposal area and replace the
• The baffle material needs to be secured at the bottom and sides using 10. Adjustments may be required in the stapling requirements to fit individual site conditions. contaminated part of the gravel facing.
staples or by trenching as for silt fence.
• Most of the sediment will accumulate in the first bay, so this should be MAINTENANCE: Check the structure for damage. Any riprap displaced from the stone horseshoe must be replaced
readily accessible for maintenance. immediately. SCALE:
Inspect baffles at least once a week and after each rainfall. Make any required repairs immediately. Be sure to maintain access
Support post,24'into bottom or to the baffles. Should the fabric of a baffle collapse, tear, decompose, or become ineffective, replace it promptly. After all the sediment-producing areas have been permanently stabilized,remove the structure
side NOT TO SCALE
Support rope to wire to Stake to support wire Natural Ground and all the unstable sediment. Smooth the area to blend with the adjoining areas and provide
prevent sagging Remove sediment deposits when it reaches half full, to provide adequate storage volume for the next rain and reduce pressure on permanent ground cover(Surface Stabilization).
the baffles. Take care to avoid damaging the baffles during cleanout, and replace if damaged during cleanout operations. Flood Storage Zone 3' Min. =1 i I
III I Sediment depth should never exceed half the designed storage depth. 1I I= SHEET TITLE:
I I-I III-I I "-" III=
NOTES:
II-III= -III=
-III- I=III- After the contributing drainage area has been properly stabilized, remove all baffle materials and unstable sediment deposits, 1. Gravel & rip rap filter berm basin detail is designed to protect existing pipe inverts
III=11 III=1 g g p p y p 1.5 - - - - - � EROSION CONTROL DETAILS
-I 1= bring the area to grade, and stabilize it. Sediment Storage Zone 3, that drain 10 acres or less.
III=III=11=1I1=1I I I=1II-I I1=1II I1=111=1I=111=1I I 1 5, Invert Pipe Flow 2. Dimensions are minimum acceptable unless otherwise noted.
8 © Beeson &Carter, P.A.
Coir mesh or similar,stapled or 36" Pipe Max.
trenched into bottom or side Sediment Control Stone SHEET NO:
Cross-section of a porous baffle in a sediment basin. Note that there is no weir C-3 . 8
because the water flows through the baffle material. SECTION VIEW

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 B1 BF5280
ROLLED EROSION CONTROLLED PRODUCTS-CHANNEL INSTALLATION (6. 17) EROSION CONTROL BLANKET SPECIFICATION - EXCELSIOR CURLEX II Slope Installation Beeson BCRRTER,PR.
N.T.S. General Performance Requirements A. Erosion control blanket shall be installed as directed by the owner's representative in accordance with manufacturer's Installation CIVIL ENGINEERS LAND SURVEYORS
Guidelines, Staple Pattern Guides,and CAD details. The extent of erosion control blanket shall be as shown on the project drawings. LAND PLANNING
CONSTRUCTION SPECIFICATIONS: Erosion control blanket shall provide a temporary,biodegradable cover material to reduce slope and/or channel erosion and enhance
Even if properly designed, if not properly installed, RECP's will probably not function as desired. Proper installation is imperative. Even if revegetation. Erosion control blanket performance capabilities shall be determined by ASTM D 6459,"Determination of Erosion Control B. Erosion control blanket shall be orientated in vertical strips and anchored with staples,as identified in the Staple Pattern Guide. 4970 US Highway 311 N#669,Walkertown,NC 27051
properly installed, if not properly timed and nourished,vegetation will probably not grow as desired. Proper seed/vegetation selection is also Blanket(ECB)Performance in Protecting Hillslopes from Rainfall-Induced Erosion",and ASTM D 6460,"Determination of Erosion Control Adjacent strips shall be abutted or overlapped to allow for installation of a common row of staples that anchor through the nettings of OFFICE:[phone] FAX:[phone]
imperative. Blanket(ECB)Performance in Protecting Earthen Channels from Stormwater-Induced Erosion." both blankets. Horizontal joints between erosion control blankets shall be sufficiently overlapped with the uphill end on top for a WEB: www.bc-eng.com
common row of staples so that the staples anchor through the Wettings of both blankets. Corp#:C-4017
Grade the surface of installation areas so that the ground is smooth and loose.When seeding prior to installation,follow the steps for seed 12" Blanket performance requirements:
bed preparation,soil amendments,and seeding in Surface Stabilization,6.1.All gullies, rills,and any other disturbed areas must be fine ( / C. Where exposed to overland sheet flow,a trench shall be located at the uphill termination. Erosion control blanket shall be stapled to
graded prior to installation. Spread seed before RECP installation.(Important: Remove all large rocks,dirt clods,stumps, roots,grasses L , Slopes:<_1.5H:1 V the bottom of the trench. The trench shall be backfilled and compacted. Where feasible,the uphill end of the blanket shall be
clumps,trash,and other obstructions from the soil surface to allow for direct contact between the soil surface and the RECP.) � -1 () ', 1]6" C factor: .022 extended three feet over the crest of the slope. SEAL: `````"tItIuin,III,,,,"/
cv-J �/ . > ::: :". Shear Stress: 2.25 lb/ft(108 Pa) `�O``N C A R O���i,,�i
Terminal anchor trenches are required at RECP ends and intermittent trenches must be constructed across channels at 25-foot intervals. : ..... := Velocity:9.0 ft/sec(2.7 m/sec) D. Slope erosion control blanket shall be overlapped by the channel erosion control blanket sufficiently for a common row of staples to ��.`� .•. . :: .".'
2. < anchor throu h the nettings s of both blankets when terminatin into a channel.
Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width,while intermittent trenches need be only 6 :��••• _� Functional Longevity:_24 months(Functional Longevity varies from region to region because of differences in climatic condition) 9 9 9 O .`OF E S O,L ••'L
inches deep and 6 inches wide. -� g" _:' y '• a
_ ] A Curlex I I erosion control blanket(ECB)consists of a specific cut of naturally seed free Great Lakes Aspen curled wood excelsior with 80% E. Staples shall be a minimum 4 in biodegradable E-Stapled,as provided by American Excelsior Company,or 6 in wire for cohesive soils = •: =
Installation for Slopes--Place the RECP 2-3 feet over the to of the slope and into an excavated end trench measuring approximately 12 �� > and 6 in biodegradable E-Sta lei as provided b American Excelsior Company,or 8 in wire for non-cohesive soils. All staples shall _ =
p p p 9 pp Y ,� ] sQ of the fiber_6 inches in length. It is of consistent thickness with fibers evenly distributed throughout the entire area of the blanket. The top 9 p p Y p
inches deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill,and compact. Unroll the RECP down ,_, @ / I] B C and bottom of each blanket is covered with greenpolypropylene nettin containing oxo-biode rader and UV additives. have a U-shaped top. 3 038574
�/ 9 9 9 9 ,
(or along)the slope maintaining direct contact between the soil and the RECP.Overlap adjacent rolls a minimum of 3 inches. Pin the RECP _ /^ __!] �4"-1 13/2Q
to the ground using staples or pins in a 3 foot center-to-center pattern. Less frequent stapling/pinning is acceptable on moderate slopes. `� 4" '''., 9• •• G I NE ��.`
Installation in Channels--Excavate terminal trenches(12 inches deep and 6 inches wide)across the channel at the upper and lower end of / Critical points ,��, C ov
the lined channel sections.At 25-foot intervals alongthe channel anchor the RECP across the channel either in 6 inch b 6 inch trenches or ]
tnnuuu
......................................... . . . . . . . .
Y : : 1. : . 2"-5" Width 4.O ft 1.2 m 2 4 1 4 m
:: ............. Wd 8.0ft m 6.0ft .9
b installing two close) spaced rows of anchors. Excavate longitudinal trenches 6 inches deep and wide along channel edges above water A. Overlaps seams
Y 9 Y p 9 p 9 9 ( p Len 112.5 ft 34.29 m 112.5 ft 34.29 m 112.5 ft 34.29 m
line in which to bur the outside RECP edges. Place the first RECP at the downstream end of the channel. Place the end of the first RECP �^ B. Pro ected water line
) Y g �'� 1 Area 50.0 41.8 m 100.0 83.6 m 200.0 167.2 m
in the terminal trench and in it at 1 foot intervals along the bottom of the trench.
��
1 ...
C. Channel bottom/side
6.p 9 Wei t 36.5 lb 16.6 73.0 lb 33.1 146.0 lb 66.2
Slope vertices z z z
Note:The RECP should be laced upside down in the trench with the roll on the downstream side of the bench. p
p p 7000 per Rr1000 7000 per d ❑ Preliminary-Do Not Use for Construction
Note:
Fiber Count
P Yd Per Yd P Y Y
-S 400 permx .5,400 per m2 4,400 per mz
Once pinned and backfilled the RECP is deployed b wra in over the to of the trench and unrolling upstream. If the channel is wider 4"-6" 'Horizontal staple spacing should be altered if Fiber Length ❑ Final Drawing-For Review Purposes Only
pY wrapping p 9 p >_6.0 in _15.2 cm >_6.0 in _15.2 cm >_6.0 in _15.2 cm p Y
o h ) (� ) P )
necessary to allow staples to secure the critical points 80/°min.
than the provided rolls lace ends of adjacent rolls in the terminal trench overlapping the adjacent rolls a minimum of 3 inches. Pin at 1 foot 6" ` rY p p
p p 1 pp 9 1 z 2 z
Maas per Unit Area Final Drawing along the channel surface. p 0.731b 0.731b/ D.731b/
intervals backfill and compact. Unroll the RECP in the upstream direction until reaching the first intermittent trench. Fold the RECP back
9 h'd Yd Yd 9
p p g ° 0.40 mz 0.40 m 0.40 mz
over itself, positioning the roll on the downstream side of the trench,and allowing the mat to conform to the trench. ® ® ••In loose soil conditions,the use of staple or stake t 10/° ( lcg/ ) ( kg/ ) ( lcgl )
lengths greater than 6"may be necessary to properly Net Openings 1.0 in x 2.0 in 1.0 in x 2.0 in 1.0 in x 2.0 in
Then pin the RECP(two layers)to the bottom of the trench, backfill,and compact.Continue up the channel(wrapping over the top of the anchor the blankets. 125.4 mm x 50.8 mm25.4 mm x 50.8 mm25.4 mm x 50.8 mm PROJECT:
intermittent trench)repeating this step at other intermittent trenches, until reaching the upper terminal trench. TYPICAL INDEX VALUES
Index Pro Teat Method Value
At the upper terminal trench,allow the RECP to conform to the trench,secure with pins or staples, backfill,compact and then bring the mat ct esa r ASTMD 6525 0�in(10.62 mm)
Light Penetration ASTM D 6567 34.6%
back over the top of the trench and onto the existing mat(2 to 3 feet overlap in the downstream direction),and pin at 1 foot intervals across MAINTENANCE: ResihencYy ASTMD 6524 64%
the RECP.When starting installation of a new roll, begin in a trench or shingle-lap ends of rolls a minimum of 1 foot with upstream RECP on Mass .'%nit Area ASTM 6475 0.57lb/3, (0.309k�/mz)
MD Tensile Strength Max. ASTM D 6818 127.0 lb/ft(1.85 kN7a
top to prevent uplifting. Place the outside edges of the RECP(s)in longitudinal trenches, pin,backfill,and compact. TD-Tensile Strength Max. ASTMD 6818 50.9 WR(0.74kN/m)
1. Inspect Rolled Erosion Control Products at least weekly and after each significant (1/2 inch or greater) rain fall event MD-Elongation ASTM D6818 28.64%
TD-Elongation ASTM D 6818 29.84%
Anchoring Devices--11 gauge,at least 6 inches length by 1 inch width staples or 12 inch minimum length wooden stakes are repair immediately. swell ECTC Procedure 89%
recommended for anchoring the RECP to the ground. Water!,
ater, rplion ASTM D 1117/ECTC 199%
2. Good contact with the ground must be maintained, and erosion must not occur beneath the RECP. Bench-SoalaRainSplash ECTC Method 2 SLR=6.84 2in/hr°A
Bench-Scala Rain Splash ECTC Method 2 SLR=7.19 4 in/hr`A
Drive staples or ins so that the to of the staple or in is flush with the round surface.Anchor each RECP ever 3 feet along its center. 3. Any areas of the RECP that are damaged or not in close contact with the ground shall be repaired and stapled Bench-Scale Rain splash ECTC Method 2 SLR=7.56 6 in/hr°d
p p p p p g Y g Bench-Scale Shear ECTC Method 3 2.6 Lb/ft .5 in soil lobs°
Longitudinal overlaps must be sufficient to accommodate a row of anchors and uniform along the entire length of overlap and anchored 4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed and the eroded area protected. Germination Improvement ECTC Method 4 645%
every 3 feet along the overlap length. Roll ends may be spliced by overlapping 1 foot(in the direction of water flow),with the 5. Monitor and repair the RECP as necessary until ground cover is established. "weight is based on a dry fiber weight basis at time of manufactum Baseline moisture content of Great Lakes Aspen exceldoris 22%.
upstream/upslope mat placed on top of the downstream/downslope RECP.This overlap should be anchored at 1 foot spacing across the
RECP.When installing multiple width mats heat seamed in the factory,all factory seams and field overlaps should be similarly anchored. sLxiattres°uL°asxato,esrepottedbyNlPEP/AASHTO.°BachsceleindexvaluesshouldmtbevsedSordesigupmposes.
TEMPORARY CONCRETE WASHOUT - ABOVE GRADE MULCHING (6. 14) .TEMPORARY CHECK DAM (683)
INSTALLATION OF NETTING AND MATTING: W
N.T.S. N.T.S. 1. Apply lime, fertilizer, and seed before laying the net or mat. I N.T.S.
Mulching Materials and Application Rates ANCHORING ORGANIC MULCH ^
Table 6.14a 2. Start laying the net from the top of the channel or slope, and unroll it down the v
Material Rate Per Acre Quality Notes Straw mulch must be anchored immediately after spreadin
grade. Allow netting to lay loosely on the soil or mulch cover but without wrinkles -
g. The do not stretch.
Organic Mulches L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION
HIGH 10'-0"MIN. following methods of anchoring mulch may be used: �
COHESIVE 8� SANDBAGS(TYP.) straw 1-2 tons Dry,unchopped, Should come from wheat or oats; 3. To secure the net, bury the upslope end in a slot or trench no less than 6 inches A II J
LOW FILTRATION B HIGH
STAPLESOR unweathered;avoid spread by hand or machine;must deep, cover with soil, and tamp firmly as shown in figure above. Staple the net L
SOIL BERM 10 MIL weeds. be tacked down. Mulch anchoring tool: A tractor-drawn implement designed to punch = W
COHESIVE 8< every 12 inches across the top end and every 3 ft around the edges and bottom.
Q CD o 0 PLASTIC LINING LOW FILTRATION Wood chips 5-6 tons Air dry Treat with 12lbs nitrogen/ton. Apply mulch into the soil, a mulch anchoring tool provides maximum erosion Where 2 strips of net are laid side b side, the adjacent edges should be ,s
1:1 SIDE SLOPE SOIL BERM _0
with mulch blower,chip handler,or control with straw. A regular farm disk, weighted and set near) straight, p y g ml
9 9 Y 9 9"min.
z �(TYP.) by nand. Not for use in fine tort. overlapped 3 inches and stapled together. Each strip of netting should also be I u0
q may substitute, but will not do a job comparable to the mulch anchoring
wood fiber 0.5-1 tons Also referred to as wood cellulose. stapled down the center, every 3 ft. Do not stretch the net when applying staples.
9 O O "' N � May be hydroseeded. Do not use in tool. The disk should not be sharp enough to cut the straw. These Q (n
4. To join two strips, cut a trench to anchor the end of the new net. Overlap the end 1.5'
Q hot,dry weather. methods are limited to slopes no steeper than 3:1, where equipment of the previous roll 18 inches, as shown in figure above, and staple every 12 12"of NCDOT#5 or O F
Bark 35 cubic yards Air dry,shredded or Apply with mulch blower,chip can 0 erate safe) O erate machine On the contour. #57 Washed Stone }, O r2!' �' p Y p rY
Q O 00 hammer-milled,or chips. handler,or by hand. Do not use inches just below the anchor slot.
6" SECTION B-B FILTER FABRIC ,D.7 O N O
asphalt tack.
Liquid mulch binders: Application of liquid mulch binders and tackifiers Class B Riprap 24"MAX AT T_
Corn stalks 4-6 tons Cut or shredded in 4-6 Apply with mulch blower or by nand. MAINTENANCE: Inspect all mulches periodically, and after rainstorms to check for rill A CENTER C.) f`
B in.lengths. Not for use in fine turf. should be heaviest at the edges of areas and at crests of ridges and W Z T_
erosion, dislocation or failure. Where erosion is observed, apply additional mulch. If 3: (D
Sericea 1-3 tons Green or dry;should banks, to resist wind. Binder should be applied uniformly to the rest of 1
VSANDBAGS(TYP.) NOTES: 11
lespedeza contain mature seed. washout occurs, repair the slope grade, reseed and reinstall mulch. Continue PLAN VIEW r
OR STAPLES 1.ACTUAL LOCATION DETERMINED IN FIELD seed-bearing the area. Binders may be applied after mulch is spread, or may be inspections until vegetation is firmly established. FILTER FABRIC z P- �
stems sprayed into the mulch as it is being blown onto the soil. Applying straw = � r
CLEARLY MARKED SIGNAGE 2.THE CONCRETE WASHOUT STRUCTURES Nets and Mats' and binder to ether is the most effective method. Liquid binders include CROSS SECTION VIEW WE O N
CONCRETE NOTING DEVICE(18"X24"MIN.) SHALL BE MAINTAINED WHEN THE LIQUID
g q
Heavy, Withstandswaterilow. Best when as CONSTRUCTION SPECIFICATIONS: M O
WASHOUT AND/OR SOLID REACHES 75%OF THE Jute net Cover area Hea asphalt and an array of commercially available synthetic binders.
STRUCTURES CAPACITY TO PROVIDE of single jute yarn. used with organic mulch. Apply asphalt at 0.10 gallons per square yard (10 gal/1,000 ft2). L1 = (0
11
ADEQUATE HOLDING CAPACITY WITH A Fiberglass net Cover area Withstands waternow. Best when Heavier applications cause straw to "perch" over rills. Synthetic 1. Place stone to the lines and dimensions shown in the plan on a filter fabric foundation. Q _(1) j, zii
MINIMUM 12 INCHES OF FREEBOARD. used with organic mulch. W
binders such as Petroset, Terratack, and Aerospray may be used, as 2. Keep the center stone section at least 9 inches below natural ground level where the dam abuts the channel banks. _ 0) L Z
3.CONCRETE WASHOUT STRUCTURE NEEDS Excelsior Cover area Withstandswaterfiow. recommended b the manufacturer, to anchor mulch. 3. Extend stone at least 1.5 ft. beyond the ditch banks to keep overflow water from undercutting the dam as of re-enters = : l0
PLAN TO BE CLEARY MARKED WITH SIGNAGE maid fiber) y the channel.
NOTING DEVICE. I Fiberglass roving 0.5-1 tons Continuous fibers of Apply with a compressed air ejector. Mulch nettings: Lightweight plastic, cotton,jute, wire, or paper nets 4. Set spacing between dams to assure that the elevation at the top of the lower dam is the same elevation as the toe
drawn glass bound Tack with emulsified asphalt ata may be stapled over the mulch according to the manufacturer's elevation of the upper dam.
CONSTRUCTION: together with a non-toxic rate of 25-35 gal/1,000 sq ft. 5. Protect the channel downstream from the lowest check dam,considerin that the water will flow over and around the CLIENT/PREPARED FOR:
agent. recommendations (see "Nets and Mats" on right). 9
Chemical Stabilizers' dam.
1. Build an enclosed earthen berm or excavate to form an enclosure in accordance with the details above. Aquatain follow Not beneficial to plant growth. Peg and twine Because it is labor-intensive, this method is feasible 6. Make sure that the channel reach above the most upstream dam is stable.
2. Install temporary silt fence around the perimeter of the enclosure in accordance with the details. Aerospray manufacturer's only in small areas where other methods cannot be used. Drive 8-10 7. Ensure that channel appurtenances, such as culvert ent-rances below check dams, are not subject to damage or SHEPPARD, INC.
3. Post a sign with the words "Concrete Washout" in close proximity of the concrete washout area, so it is clearly visible CurasolAK specifications inch wooden pegs to within 3 inches of the soil surface, every 4 feet in In channels,roll out strips of netting parallel to the blockage from displaced stones. C/O Domingo ISaSi
to site personnel.
PetrosetSB direction of flow and over the protective mulch. 3989 HUddln ton Ct
Terra Tack all directions. Stakes may be driven before or after straw is spread. g
Crust 500 Secure mulch by stretching twine between pegs in a criss-cross MAINTENANCE: Winston-Salem, NC 27106
MAINTENANCE: Genaqua743 within-a-square pattern. Turn twine two or more times around each Ph. No.: 336-448-8040
M-145 peg. Twine may be tightened over the mulch by driving pegs further Inspect check dams and channels for damage after runoff event. anticipate submergence and deposition above the check
Maintain the concrete washout structures to provide adequate holding capacity plus a minimum freeboard of 12 inches. 'Refer to Practice No.6.30,Grass Lined Channels. I Anchor netting in dam and erosion from high flows around the edges of the dam. correct all damage immediately. If significant erosion Email: [e-mail]
( ) p q g p y p into the round. I I , 9 �
Remove and dispose of hardened concrete at an approved waste facility and return the structure to a functional condition 'Use of trade names does not imply endorsement of product. g II III 11. a 12-inch trench occurs between dams install a protective riprap liner in that portion of the channel. remove sediment accumulated behind
after reaching 75% capacity. Inspect concrete washout structures for damage and maintain for effectiveness. Remove Vegetation: Rye rain may be used to anchor mulch in fall plantings, 12anch the dams as needed to prevent damage to vegetation, allow the channel to drain through the stone check dam, and
g Y (grain) Y p 9 overlap Join strips by
on anchoring prevent large flows from carrying sediment over the dam. add stones to dams as needed to maintain design height and
the concrete washout structures and sign upon project completion. Grade the earth material to match the existing contours and German millet in spring. Broadcast at 15 lb/acre before applying Figure 6.79alnatal)atiofnetdngandmatdng(modfiedhomVaDiv.ofForestry). and
ping.
and permanently seed and mulch area. mulch. I I cross section.
TEMPORARY SEEDING (6.10) PERMANENT SEEDING (6.11 )
For Late Winter and Spring N.T.S. INSTALLATION
SPECIFICATIONS GENERAL REQUIREMENTS:
Species Rate 1. Permanent seeding shall fall within the planting dates shown on the Application Schedule. Outside of these time frames permanent 1. Seeding shall be accomplished by using a broadcast spreader, or as indicated by the Engineer.
Rye (Grain) 120lbs/ac Complete grading before preparing seedbeds, and install all necessary erosion control practices such as, dikes, waterways, and seeding shall only be done when combined with temporary seed under coir matting. All seeding equipment shall be calibrated before application so that the material is applied
Annual Lespedeza 50lbs/ac basins. Minimize steep slopes because they make seedbed preparation difficult and increase the erosion hazard. If soils become 2. Seed shall be certified as Pure Live Seed (PLS). accurately and evenly to avoid misses and overlaps. Seed installed by a broadcast spreader
(Kobe in Piedmont and Coastal Plain, Korean in Mountains) 3. All seed must be derived from the North Carolina Piedmont Region and no further than 200 miles from Winston-Salem, NC. shall be capable of placing seed at the specified rate.
compacted during grading, loosen them to a depth of 6 8 inches using a ripper, harrow, or chisel plow. Preferred seed mixes for channel slopes are Mellow Marsh Farms Stabilization Mix, Riparian Buffer Mix, or Piedmont Shade Mix. 2. Seed shall be applied within the top 1/4 inch of the soil in two different directions. The Contractor
Omit annual lespedeza when duration of temporary cover is not to extend beyond June. All seed and seed varieties shall be free from State and Federal prohibited noxious weed seeds. shall maximize the seed/soil contact by firming soil around the seed with a cultipacker, other DATE: 08-08-2023
SEEDBED PREPARATION: Good seedbed preparation is essential to successful plant establishment. A good seedbed is 4. Seed mulch shall consist of straw or wood cellulose mulch. similar equipment, or by dragging the surface with chain link fence. DRAWN BY: TBC/ATC
SEEDING DATES well pulverized, loose, and uniform. Where hydroseeding methods are used, the surface may be left with a more irregular surface 5. Water used in the establishment or caring of plants and seed shall be free from any substance that is injurious to plant life. 3. Immediate) after seeding, the site shall be watered lightly but thoroughly so that the to 4" of soil
of large clods and stones. Y 9, 9 Y 9 Y p JOB NO.: 23-201
Mountains--Above 2500 feet: Feb. 15 - May 15; Below 2500 feet: Feb. 1- May 1 LIMING: Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground 6. Preparation for primary/permanent stabilization shall not begin until all construction and utility work within the preparation area is is saturated.
Piedmont--Jan. 1 - May 1 agricultural limestone at the Grate of 1 to 1 1/2 tons/acre on coarse-textured soils and 2-3 tons/acre on fine-textured soils is complete. However, it may be necessary to prepare for nurse crops prior to completion of construction and installation of utilities. 4. The Contractor shall mulch and tack all seeded areas within 24 hours after seeding. REVISIONS:
Coastal Plain--Dec. 1 -Apr. 15 7. A North Carolina Department of Agriculture Soils Test (or equal) shall be obtained for all areas to be seeded, sprigged, sodded or 5. Final cleanup shall be the responsibility of the Contractor and consist of removing all trash and
usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not planted. Recommended fertilizer and pH adjusting products shall be incorporated into the prepared areas and backfill material per
be limed. materials incidental to the project and disposing of them off-site in an approved disposal location. 09.22.2023 Per IDT comments
For Summer the test.
FERTILIZER: Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-1 000 „
pp p pp y g 8. All areas to be seeded or planted shall be tilled or ripped to a minimum depth of 9 Ripping consists of creating fissures in a 01.12.2024 Renumbered sheets to add home building phase
lb/acre. Both fertilizer and lime should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix APPLICATION SCHEDULE
Species Rate criss-cross pattern over the entire surface area, utilizing an implement that will not glaze the side walls of the fissures. Site
seed and fertilizer more than 30 minutes before application. that does not comply with these documents shall not be acceptable. Once tilled or ripped according to the approved
German Millet 40lbs/ac preparation p Y p pp 9 pp
SURFACE ROUGHENING: If recent tillage operations have resulted t a loose surface, additional roughening may not be plan, all areas are to be returned to the approved final grade. pH modifiers and/or other soil amendments specified in the soil tests Plant Mixture Planting Rates/Acre Approved Planting Dates
In the Piedmont and Mountains, a small-stemmed Sudangrass may be substituted at a rate of 50 lb/acre. required, except to break in large clods. If rainfall causes the surface to become sealed or crusted, loosen it just prior to seeding can be added during the soil preparation procedure or as described below. KY 31 Tall Fescue 100 Ibs/ac Sept 1 - April 15
by disking, raking, harrowing, or other suitable methods. Groove or furrow slopes steeper than 3:1 on the contour before seeding. g. All stones larger than three (3) inches on any side, sticks, roots, and other extraneous materials that surface during the bed Bermuda Grass 25 Ibs/ac April 15 - June 30
SEEDING: Evenly apply seed using a cyclone seeder(broadcast), drill, cultipacker seeder, or hydroseeder. Use seeding rates shall be removed. Sericea Les edeza 15 Ibs/ac Sept 1 - May 1
SEEDING DATES preparation p p Y
shown in this detail. Broadcast seeding and hydroseeding are appropriate for steep slopes where equipment cannot be driven.
Mountains--May 15 -Aug. 15 Kobe or Korean Lespedeza 10 Ibs/ac May 1 - Sept 1
Hand broadcasting is not recommended because of the difficulty in achieving a uniform distribution.Small grains should be Areas to be Seeded: Till or disc the prepared areas to be seeded to a minimum depth of four 4 Inches. Remove stones larger than
Piedmont--May 1 -Aug. 15 p p p ( ) 9 Native Mix(Sown together) Dec 1 -April 1
planted no more than 1 inch deep, and grasses and legumes no more than 1/2 inch. Broadcast seed must be covered by raking three 3 inches on an side, sticks, roots and other extraneous materials that surface. If not incorporated during the soil preparation Coastal Plain--Apr. 15 -Aug. 15 or chain dragging, and then lightly firmed with a roller or cultipacker. Hydroseeded mixtures should include a wood fiber ( ) y p g p p Switch Grasses 2.5 Ibs/ac
process, add pH modifier and fertilizers at the rate specified in the soil test report. Indian Grasses 5 Ibs/ac SCALE:
For Fall (cellulose) mulch. Re-compact the area utilizing a cultipacker roller. The finished grade shall be a smooth even soil surface with a loose, uniformly fine Deer Tongue 4 Ibs/ac
MULCHING: The use of an appropriate mulch will help ensure establishment under normal conditions, and is essential to seeding success under harsh site conditions see Mulching, (6.14). texture. All ridges and depressions shall be removed and filled to provide the approved surface drainage. Seeding of graded areas is to Little Bluestem 5 Ibs/ac NOT TO SCALE
Species Rate Harsh site conditions include: be done immediately after finished grades are obtained and seedbed preparation is completed. Rice Cutgrass 4 Ibs/ac
Rye (Grain) 120lbs/ac • Seeding in fall for winter cover(wood fiber mulches are not considered adequate for this use), Eastern Bottlebrush 1.5 Ibs/ac
Areas to be Sprigged, Sodded, and/or Planted: At the time of planting till or disc the prepared areas to a depth of four(4)to six(6) TOTAL MIX 22 Ibs/ac
• Slopes steeper than 3:1, SHEET TITLE:
SEEDING DATES inches below the approved finished grade. Remove all stones larger than three (3) inches on any side, sticks, roots and other extraneous
• Excessively hot or dry weather, materials that surface. If not incorporated in the ripping process, add pH modifier, fertilizer, and other recommended soil amendments.
Mountains--Aug. 15 - Dec. 15 • Adverse soils (shallow, rocky, or high in clay or sand), and
Coastal Plain and Piedmont--Au 15 - Dec. 30 Re-compact the area utilizing a cultipacker roller and prepare final grades as described above. Install sprigs, sod and plants as directed EROSION CONTROL DETAILS
g • Areas receiving concentrated flow.If the area to be mulched is subject to concentrated waterflow, as in channels, anchor immediately after fine grading is complete. Mulch, mat and/or tack as specified.
mulch with netting.
MAINTENANCE: Reseed and mulch areas where seedling emergence is poor, or where erosion occurs, as soon as possible. MAINTENANCE/WARRANTY © Beeson &Carter, P.A.
Do not mow. Protect from traffic as much as possible. Contractor is responsible to schedule permanent seeding and subsequent watering such that at the completion of one full growing
SHEET NO:
season, permanent seeded areas have eighty (80%) coverage with healthy, established permanent grass. If permanent seeded areas do
not meet this requirement and/or are not sufficiently vegetated to meet requirements for final inspection by City of Winston-Salem and C-3 . 9
engineer certification for project completion, Contractor shall reseed all bare areas at the Contractor's expense.

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 131 BF5280
DUST CONTROL (6.84) TOPSOILING (6.04) BEEHOR &CORTER,PH.
N.T.S. N.T.S. CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
STRIPPING
Strip topsoil only from those areas that will be disturbed by excavation, filling, roadbuilding, or compaction by equipment. 4970 US Highway 311 N#669,Walkertown,NC 27051
CONSTRUCTION SPECIFICATIONS: OFFICE:[phone] FAX:[phone]
A 4-6 inch stripping depth is common, but depth varies depending on the site. Determine depth of stripping by taking soil WEB: www.bc-eng.com
Vegetative cover-For disturbed areas not subject to traffic, vegetation provides to traffic, vegetation provides the most cores at several locations within each area to be stripped. Topsoil depth generally varies along a gradient from hilltop to Corp#:C-4017
practical method for dust control. toe of the slope. Put sediment basins, diversions, and other controls into place before stripping.
SEAL:
Mulch (including gravel mulch)-When properly applied, mulch offers a fast, effective means of controlling dust. STOCKPILING %%"'
Select stockpile location to avoid slopes, natural drainageways, and traffic routes. On large sites, respreading is easier �o�ON \A C?•R
Spray-on adhesive-Examples of spray-on adhesives for use on mineral soils are presented in the table. and more economical when topsoil is stockpiled in small piles located near areas where they will be used. .�OQ-:••�E s•S,o•.<�ti
Sediment barriers—Use sediment fences or other barriers where necessary to retain sediment. _: ti •• y
Temporary seeding—Protect topsoil stockpiles by temporarily seeding as soon as possible, no more than 21 calendar =' 9
TABLE-SPRAY-ON ADHESIVE FOR DUST CONTROL ON MINERAL SOIL days after the formation of the stockpile. R038574
Permanent vegetation—If stockpiles will not be used within 90 days they must be stabilized with permanent vegetation / 857
Water Dilution Type of Nozzle Apply Gallons/Acre to control erosion and weed growth . '; c/ ��:�
Yp pp Y '•., G I NE
Anionic asphalt emulsion 7:1 Coarse Spray 1,200 SITE PREPARATION % rC�P `
Latex emulsion 12.5:1 Fine Spray 235
Resin in water 4:1 Fine Spray 300 Before spreading topsoil, establish erosion and sedimentation control practices such as diversions, berms, dikes,
waterways, and sediment basins.
Calcium Chloride may be applied by mechanical spreader as loose, dry granules or flakes at a rate that keeps the surface Grading—Maintain grades on the areas to be topsoiled according to the approved plan and do not alter them by adding
moist, but not so high as to cause water pollution or plant damage. topsoil. ❑ Preliminary-Do Not Use for Construction
Limit of subsoil—Where the pH of the existing subsoil is 6.0 or less, or the soil is composed of heavy clays, incorporate ❑ Final Drawing-For Review Purposes Only
Sprinkling-The site may be sprinkled until the surface is wet. Sprinkling is especially effective for dust control on haul agricultural limestone in amounts recommended by soil tests or specified for the seeding mixture to be used. Incorporate
roads and other traffic routes. lime to a depth of at least 2 inches on 3:1 slopes and 4 inches on flatter slopes. To determine the volume of topsoil X Final Drawing
required for application to various depths, use below. Do not spread topsoil while it is frozen or muddy or when the
Stone used to stabilize construction roads can also be effective for dust control. subgrade is wet or frozen. Correct any irregularities in the surface that result from topsoiling or other operations to prevent
the formation of depressions or water pockets. Compact the topsoil enough to ensure good contact with the underlying PROJECT:
Barriers-A board fence, wind fence, sediment fence, or similar barrier can control air currents and blowing soil. Place soil, but avoid excessive compaction, as it increases runoff and inhibits seed germination. Light packing with a roller is
barriers perpendicular to prevailing air currents are intervals about 15 times the barrier height. Where dust is a known recommended where high-maintenance turf is to be established.
problem, windbreak vegetation.
DEPTH (IN.) CY Per 1,000 SQ. FT. CY PER ACRE
Tillage-Deep plow large open undisturbed areas and bring clods to the surface. This is a temporary emergency measure 1 3.1 134
that can be used as soon as soil blowing starts. Begin plowing on the windward edge of the site. 2 6.2 268
MAINTENANCE: 3 9.3 403
4 12.4 536
Maintain dust control measures through dry weather periods until all disturbed areas have been stabilized. 5 15.5 670
6 18.6 804
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CLIENT/PREPARED FOR:
SHEPPARD, INC.
C/O Domingo Isasi
3989 Huddington Ct
Winston-Salem, NC 27106
Ph. No.: 336-448-8040
Email: [e-mail]
DATE: 08-08-2023
DRAWN BY: TBC/ATC
JOB NO.: 23-201
REVISIONS:
09.22.2023 Per IDT comments
01.12.2024 Renumbered sheets to add home building phase
SCALE:
NOT TO SCALE
SHEET TITLE:
EROSION CONTROL DETAILS
© Beeson &Carter, P.A.
SHEET NO:
C-3 . 1 0

DocuSign Envelope ID:7B6E4843-C98F-4A7E-BF79-F451 131 BF5280
REESOR BCRRTER,PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
4970 US Highway 311 N#669,Walkertown,NC 27051
r-01 4' r-01 OFFICE:[phone] FAX:[phone]
r-I g a s a \ I . I c a O ,C O � 'n a 4� d a U \ WEB: www.bc-eng.com
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N O a y O O , 'ail ` ;C O O . O O 2 z C - ++ Q L Q O 'O +' O - i +� +� abn C CD ♦♦ C q /Z
a S C +� 7 O. cE1 C N ra " I- p R O W Q ° O M U f0 = C % C In O C O ♦♦♦♦♦♦ N •••R ",ii��
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t C a U Ln a O U a O y 7 IXiI > O 'n s 'n aM V) - L 'M rW1 `_: y
O 4 J O za N _ L a ra y a _ m f T N co N N U v a O 4J U > C co +1 O C ^ ° 4 •••.
('� N #� U N 1 -' •L C ,4- y O a O y 'C a ra C ri C w �L p N vj >•._ _ _9
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L '� a L _ _
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a _ oc o a a .c O c +� 'n ra o +� Ln _ S 0 8574
H C O L O -0 U E C U _ _ _ fk— =
cc c a 'a o m a 3 E ° +� m o c +s o o c o •`° n 3 ~ > °' L >• `° -0 = O -0 s '- I- Q- a a `� +' L `�
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O +�_+ O ° a L c O ++ m 7 ra 1n a C a •O 740 L '++ 'A '+1 1n C a U m ++ 4- a ++ t0 >> ra C O 'n C CO a
a °> > m a -0 O +� ro c m L m a a C C co v ro a c ,� o o L. �� § p — a > cn — +� W 3 +_ '� '•••• /13/2g •:
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a _� O a � 4� 'n M } +ro+ a ti C L U v= y `C 7 `6- +, OU a U L2 v 000 y 4- E fd C j L- 13D O = L C115 C N N f0 E O Co , ��• .... ••• C ♦♦E ro 4� -` L L a 1
'n r I E a E ++ = G C +, _ C fo w +, � +, ++ C '6 a L C 4• 'n t a ++ C ca ca +' x T. C P��♦ ♦♦
O 'n -0 ri E ca o ++ c +' L O a1 } o U O O t C m e A � 'n -p 3 � Ll O 4� 4J sr O L � a C � #' E a N a O L C p a o a E ,i���' ♦♦♦
++ L _ fp C a '�' '�' a C 4r O O C C C O ++ O O a >• O C ra = a +•� >- = ._ E — .- LA 'n '�,',1111.-1111111111"
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Q) 4- +�+ L_ a U ++ I�i1 a C + U , C U 4r U 4r a `� C r T !IE > O C 'n - C ++ > U O O U a a a C 1�T�1
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'C .O C C a a O L ra ca a -0 C 4� M 'n C Q. L a M C ++ - E a1 L On
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.", +� a C C O o00o L to C a U_ U
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W a �+ o L ro a > ._ a IU L L M L o 1n - 4�
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a 4' -� ,� N >` +� , a O O a a a m a o 'n a O iii a a a a W C U > +� U a 'n co L O +' to
(n L -0 U a � a 4.-, L a s a Cr CQ a > a r3 CL a 4-, L S >` M L E L 4-+ 4.d
LU a 3 ) a L o C a a to C -C O a p v a a a a a a 1n 01 a a a a a a 1n E m L a a W W L O O ++ O a u L _O �1 O a -0 - 0 (IJ. +°- p o ❑ Preliminary-Do Not Use for Construction
- LU 'n M +W a 4� L L C ++ ++ L L co •a L L L L O ,, a 0 Q J U ra to E L a O U a C
U L 4� CLO a 'n >' fn C L 'n O L O a t 4� L E o roa y C O ra 0 co 10 C +, > 4� C a Q. +' -C L a 4r 'n a Q +' a a "a ++ C U O L - la a rn
O O a ++ a M O L C a) 'n ca a +' C O io '- C A m U 'a U S M N 'O a • "O a 'n N ca 4-+ O 'n a in a a 'n t C fa V Y +� LA ra r_ L ,C C - L E 9 p Y
CC 13 W C L p � C , (a � o a L a L . L a - 4 J 4� L 4� 4-7 U C L O 1Z N C C O ❑ Final Drawing For Review Purposes Only
In C Z m O L. a a ra a M 'n C '++ Y O a W H a N a a -0 4- >> O > L +, W C q,0 -O a s a a
L E C 3 X E U +, C O a -o c o co L �^, 4_ M C �.. a c L a a 3 E E 3 In 4� G a a ._ a� a U L
a O ro ra a `� Ln 4a, 4— a U a o- O O '^ so a a. O �+ 4� O M o C O O 4� O t3 'n M + a ro W> G C N C p •� ++ M O -p Q- O C dJ •N c ++ 4� O 1n 3 = to - C Final Drawing
U U a `� m a O L. 0 3 L 'n In c a c y '^ c Iri c a `� c v a CuIn U ' a ra X U � °; L o O Q+� V 1n L u C a
U C L a m n E a ,� L a E 01 u ,� o c +� c 3 c�w L O 0 0 an L A N E 14_ O -C U O L U ._ a ii U O a p O +�
W U L_ 4•, 4a .- = Q N '7 C v1 -0 L 114 C ro iL.o ra a L a +ri E 'n ' +� L a p 4� L V) a 'n 1n 'A
p +� ra LL a 7 I= E O >• ._ m r a O Q ,w . 'CI O +4 O a ra a v > ._ Z ae � g M of +� O >, O 4� U [n = c0 C 1n H 1^ L
N Lt N ri U O t0 U U to L � 1) ra C +, a ro [^ y a vi - U In a -0 4� L ro m CI� pJ N = C E v1 1n 1n +�+ `� 1n 4- N 40 .0 U r0 1n y +� L y ++ Z v�i 'O - __ L 1n rp O M
On 3 a U N }, 01 � � U >• L. m y u1 - a Z a >• a >. a; ++ o In O U U O_ L ca - 'n 3 'n L L i is U
M � U 1 ++ U ,F O C E In C ra L. O C a O m O O C U U E U L ra ++ -O ra i 4� ca a O U +' W a C a C
Z a 'C C a C O H C O M C I= ° O O C QI O ` - a '- t a 0 s I s O ` a 0 ` C ra +a•, -0 cUJ `� W l! -O +' +' 3 U ra a E U 3 _C L L C - O Q Q_ ca O ,r 'n U 'i N
O U d ra >` _ +� v a +� 1n a c a o ca L +� co a L a 3 a 'n U a M E PROJECT:
_ L ra a - a •e o ro •e �, •e a •C a m o m ,� U o Q L a +� _
3 - O ra p 4, c c a L a as O +� ro E a x u a a C O a ° rUa H N rya ° W O C
O O C O — i , r-I ra 3 E ro a ok a M � O +, O u a s L. In U vy 4� 4 J ° ca O O &- = U -O > Ln a M +-, L = O C U U 4- a c Q. __ tl ++ of U a t9 C } d 7 O tl C H L V1 ++ O t E L
a N h C 1 L U '` ._ a 6V O eV ^ ro N r, b17 L 01 Z O O E a 0 ++ L — ++ U O ca a O E
_ 4-+ 'n O O t C L C a OU L — U an U +� _ ca �_ H -0 O
_ L N O of +' tv O E Q- O Z ++ U N N
Q. - O E ca U 4'' O O O ar ++ +� U C �•' C +� C O C - O � CI U O X U Q= Cp a i L E N }, a ++ _ E
a vi 3 a > a o E E o o
W o ++ Co O O a O O a ai 'a o E L O c p O 0 C > 0 0 U c L 'n l E a O ra o >• ''n O ca O a 3 a U oA 'n 'n 3 a In
U O
L `� L [n °� 'n �� C a pA E O C E , a s L _ ++ O L U 41 o a a s E U C O 3 a O C C }' NO `-' H a >' a a
H 'n O LA `� 'n CJ .O -C 'n +� +� C a •� •� To •� c a C - q C C 4- a a 'n N
GJ a O N C O U L a +�+ a -Q W p '�-+ �' �' :6 vai L C a r i G1 a L L C N '� uai 0O U +' O C L a ++ ++ -O +, C C a a C a O a p a
Z .0 = 0 O 'n C a L -0 'n M +� O a U s 7 O r a L .�MII 1 O U O +' ca 4r O C O +_+ L CC C to a a._ C U 4� - s ca -O
T ++ 4� a O ra - r I +� E C a rvf a 'an a7 i w ° V U aUi 3 C L p OL M L a C ca � _ � .O a M A 'A a 3 M
+� O Qo a M 3 '3' EM33 o 33 33 a �, E c H V L
U.
._� n n ++ 1_ - Q H a €T c ._ U a 0 V L "O L L >`
L � N a t ++ >• 3 ca 'n s= 'n s= � 'n p � > W t c � a 4-+ �
C7 7 O +� ra +�+ a C +' n1 ra 3 a 'n "� y M GC • • • • • • • • • • "n L O '0 rLa t a O C E 4� � � +� O O = .- = O d0 � 4-+ 3 +� -a C _ O N N a a � - 4� In a
_ _ U -a 4-+ 4-+ C s O vi 'n O a X a N y �.1�
W E L ra ca - s L O O O C O a U Q- - • Q_ ( J
Z c nn �, t N a a > 'n n +� a +� 4� 4� 3 o a E - o O c o err,,•,//
of 'n +� O 4r > TT = O ' 'n a U +� c>a > +`n+ O c� a 3
+, iJ a Ln W a = M J0 C 4� L. a c Q ++ E 1n � t = U w O a M +, a E -a N a ZZ -a -0 N O - > N Q y N a a ,✓ `� E >O F" vi -C fl' L L 3 U G .� " "
O U O a O O U `� 'n 'n ra H
-0 _ a N a U m _ Q a L a C - 1 O CL O � - +' U +) a N 4�
ix M O - E N - 3 o a r� IJ E rn a c e v► In ai _a E c +� a s O L ca U 0A a U Q. a c c O o 'n4
= is � a a a M LLi f° a�i +� a `� +' °C >3 � o 3 ° +' c E a +� ra H ao 3 ° 3 a 3 c +., W 'O L is O a z a O
++ L L ca L ro z3 LL t O d a +r L ra a ra a -O ra 'n
0. to 'n 'aif to ca a U ca N a U g" E E E •� v +� L -0 m T+ c L.W a 'a U C U m � � L d IV• > Q 'n 4� On o '`" = C 3 0 0 0 E a a - O a C > > O O : a ca , ca � t N ++ . `� ++ H a t ++
UJI W 'n = >• >• >• >• a U 0 a E C H L a - O O a a ro a a +' = C O 'n +' L a C +� Q 'n C rLa O - 'ri O a W O 0 0 ' �I
CC U a 'n O O 7 +� C in a > +' O M Q O M a C Oo - C � W C- -O .11 a .a U 4ar - L 4- +' L 4S, C i , Ll ( C Vf C C a 0
W a a a a a s U L_ bu0 a o 00 '; �, C , [� 1n o co M Lj M E o �, a rl V) a � 'n +� > U ,n U 'n . U +� Q_ 'n E a E O ca C O 'n o Ci '� O
a 'n t t t -C a = a C Q- L -O a L - 4- a a +� O U W O C 'O a >. O a a1 O fa � O C a E a > p L ++ M O a
U a ++ a - H H H H 4� a +' C > Q a a l0 C O p Q O C U m - In E C '� U a L E I= O O M 2 M O E fa L ++ O 'n "a - J U .E N J a ra = OC O U Q_ Q .0 U 4-+ a 4-+ a U O L O Q L O
L. ++ C O +•' tC L M of 'n O C V a a a s-a O N V rn L rn — ca O 2 O O = U a O
O > O OaC O Q Z a L L i O rr In 'In E - vai r�o E N ri ' o 41 - w 41 O N V m a
v E • • • • Q• +a) a t � 00 u � O w O v ra 0 ' Q m � D ra � Z r t >, 4_ L riP4 Z O pC N r:�
U _ _ a N - a N a N ++ ++ ra as 5 i= O r-I N M Ln l0 N CO 01 r-I W r-1 N M
V O C_ M -0 ra - U I= Q +�+ O i W U ra a }, a C C V 1 j >• N -a > N a C Il V =
W — — M — . . O +► -f3 'n ►► L s 'n ri �. -0 ri �. 6 " ►.. o E t a U = r-I N M
N .4 N
0 I .
t ♦^
L 0 z
a' E 4aa) U UM -C U �O a s v
N a t L 4-+ Z 7 O "O 'n +� E +' Q_ C � ca L a U 4- i
H E a U C -0 a E O U C C L '� i C a O O L a C 1 C a a
W L a a) C C +.+ 4� a a •p a L O CA M � >In -. U 14- L• V 4- O L •fa 14- M -O -
a Q a C- 4r U �' ; to U O U p 0 U O C N �G L 'n 3 fa = a a t L L 4J O L a C a O N C O a O L 'a M U O " 'n U � �
O fa s C L 'n to a O ,n a - '> �:) `4- 'n a C 'n O `� a 1n a ++ z_ L of 'n a C - U
- r U m co o o Co U co U 'o aai Co U C E M a > C a C E M 'n O 3 C C 'n M ro a � -o W " � C -0 � m V1 � C E o c a � � O
= M a a 'n ._ w a w a L L w a v 4� t to 'n M a _ : 4� 4_ -a 'A L a 'rp 'O '� C 3 of a [n ZZ - a C_ [n a s U O C fn
W +� ra ai +� a +� E o O L ca a C o C C 3 ai ,, E +� M • ` >
+4 C 4� ,� C v L -C 'n -o a c -C In a M a a a -O a , a Q c C O > +� a O L °' E 3 a E M E a a
E C o v a a a a = > a = L _ _ _ _
++, L 1n a 7 > — a > -c 3 > •C w ,C L_ 4, Q_ O O a 3 E U L - L1 '� •O N +L+ V; .a > - - - a +' O 'n 7 L U ++ to O E O 'n a a 'O O ''n t Q O a
C "p E a- -, .L r`�a f$a C c e o 'n U ++�, >• __ ra +, a 'n 4, ra U t E E 'n t 4r ca IVI) -he 4r a a -O
_ la c O C a _ E -O a a +� a a E a a to ._ 'n 4� ++ 'n - "a M a an L c aP4
� ) M
Q O i w O s Q a a _0 CL i6 � CL fa o- o = t O L 'n 3 L U a +L+ ° +' t Q. a a L O• ra C L a s �C L M M ca ca L a �/
Z a C m U 41 m a d a a C o a c 1n a c E � � 'n �; c � a >• L ca E O in ,n 'n a - E `� - -0 U a +� __ c
a •7 a L L = fa tip f0 OD fa Oo +� fa N ++ 'n L a C L O N a fa 3 � O >, a O 4' -C 4a 'n � (n
W On O ` a U •� C a c a1 t V) a N 'O O - On a 3 4� • L O M a 4� a _ i.i
vi � L C O > 'n Q
Y In to 6 a1 a 'n U a In -a ++ "a N L M ._ a a -O a C ++ C a ° C 'n L a 'n C ++ a - 3
ra 01 L vi 'n a •- ++ sZ ++ C t N +� • L 3 -0 C >• a ,4_ >• t f H > a • OL
I= L a C O 4� co o t -C � t -C C C t p C > O U C 'n ++ -O y fa C N fa a TS M 3 O 4-+
a 4-+ OC U a C W +J e a +' c ,m C fa +� C E a C p L a C O U Y O ra a � L - O -O a 'ii a a O E
O a c v1 a c E - O a O a U Q O 4 a L O • M _a M L 4- a -W M +, 4� >•Z 4� p 4— Q M •C C V, cn ra C I O �_ O
d _ a co a O a O a O a , O +' L L CL ++ `- a a 'O 'n E U ca i a C a 'n O
> C L fo ro C fa O E N U _ t L a E L > a _O 4a a s Rf C L O M a a •L O a = +�
M U E W U c c fa a >. +� E A +� E >. 4, " - - a a a ° 'n U E _ 41D tan L 0 4� O I'
+J fa Lmi u1 w 4a_+ a >. C a .O L C ++ L ra ra ++ i "O a C a Q_ a O _C 4� 'n U " O O
W O O L a a OO a a E 'n O O a M a 3 C a to L V;
O 'p Ln O Q to m O 10 Q_ a a `� ca fa L L E 3 E '� Q_ c ra O +� Q_ 'n ++ ++ C a +' —i .:'_
a -C - f` - i O O t y N E Q_ - a4 c ++ L E On 'n 'n +� 'n Z`
H 4- U ++ O -0 U O -0 U -0 O -O 4� no fa a L a ra L On > +' [n a a N O ra an C L > p ra ++ ap O �C ca 'ri C F��' r
C U C U O a O a U O U U C U >' O E L O a C E W ra C ++ > O M C O >. a O L a a a Q. to C M `- C a 0 a U
rq w L 'n C a OID a O Q_ U a - a in a a +4 ro -C •L ++ i3 E ra 'n a s= E O O . z
Z C ++ O W a a E C C f0 al aJ fa fa aj a� O m ro OJ +; c L � M -0 'L a ' a E i a C to > >. _ N >� Q' � to a �n L ° E � r
Q O ++ a Z) O „1 +' fat +' m O a +1 ro O 3 L U 'n H ._ 4� E >. . a L C Q_ C ra - C a a a C ca
'O O a H In L +� L 1 C .
*, O a 4a, a In LJ U +� fa U a 4a, U '� +� +a, U +, O ° .� a O .L L L O +, U LJ a E � a a 'n C O E ca ra U a U •- 4O -0 a a O a +' a ra L s � O
3:
Q a O U M .E O fa a ro a 'o C M a'O v � ra a-U U C � O M O Cr •O � -0 U � 5 4� L .0 Q_ U � C O "O O M U O � fB an > � a N E M -O M L� > C � ?" � L � +, O N � � U E . � >, �
ra a ++ L O ++ O L ++ y L O +� O U
'� > -C - O a L C to c E c O o E c > -C E a O en 1n U C a 'O C to 3 - 3 U � L L O L C +a a �"'' +�
a to ra O -0 a M fa In 4+ O O ++ O O ' C U a O O 4� N C Q- a 4� 'n a a 'n ca 4� a L C On '> 4- a F 7 O
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O 4� +, E a a L In L r-I 0 Z C 'n 3 'n O a 'n Q Vf ++ - +4 'n - 'n L O G O -0 " N N - N � }` `/
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C.1 N O a t]o 'n a U ra L -C a 3 Y L O ,� C y1 ca U c t
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O ul C o E a >' O 'n Z a U >• 'n 'n 'n C 'n a N — O' W ++ L O ca U ° U a} Y U O L
W 3 w +_, O a a M - fa L �, a a M a a a is a O � Q. E 4� `� �- o +� 4� a a + 3989 Huddin ton Ct
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O N as c a a o o ro L ,O C - a > L _ L O _ t Winston-Salem, NC 27106
V E a ru 1~ '� 7 O _ L C Cr L ° L J 4� O 'n L F_ a a "O = 4� On O
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In l4- 4� L a O a > +� ° 7 H 4 J 'O a a O -Q a ca a l a 3 a L C a O +� 'n .� O +•+ t]o "a_ a ++ a C `n }4 L ++ a a N a C
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O t CL C L a C 4� to O a O > > a ra a E > Q_ C C M > 4J C ._ L IF >
Ph. No.: 336-448-8040
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a On L L L 4 • > *' Z p J 3 U U a " a N Ln ro ca a ` a N 3 ro a Email: [e-mail]
° E 3 c0 a L 3 J '� U Q Q LE ° o o `t ° m Noon ° " ? LLI o > L > L ++ M L M—I
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Q) a ,_ o a += a 4j m +� c LL a C 'n rn Oo 4� a +� a ra N +� _ to 4, a DATE: 08-08-2023
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s m L c L CL a qa u M a s C V rr u x +• C - C a M 0 E E a s ra fU a +, _ +L+ V a $U O a ,v +� z3 to u O . W t `� t a a - O
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cc a ra a 9• = 3 _ v1 :P o Imo a 3 +• >. 4-4 O E +' 3 Q.•- L a•- "' - L c >
C C s. a ,� C 4D an a a O C OD O a a m a m 'O C QI a E Ll 'n O fa C a >` O% N U
O a ,q O C m a o c E - +' O , a N u m a Vf a a L � L L L O In m E L U a U 4 ,
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N tis a O m e +' __ s` E a a s c O t'i c o o -a a . +� � Q - O C U a E a Q O O C- `4- O C- `a- a a +' Oo a a C t L a o +' `� O a vi
Z L a 'n - a w a O " o ro a o v, a m [+� > u 'n V) a 'n ++ o f
ai +� a = a a L t C N ++ IaA ro C +, ra a ra O
a U s 'n W N °c ro '° a 2 a) m m u a L , c E c a c v' a " _ v1 1_ a L L ca +� O Q_ a H -p a O U o L C +, 'n 'n C REVISIONS:
O >• a s o � o m a m c o r o C r 1.`.� d M U a s an 'n vi >' >• a ra H 4� OA N ++ O a a t O Q O C Y LJ
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1�7 O "O ra 3 E c a +� c c a "a �, 4J m a a v +4 a of a C Q_ +� >•-C >• a v1 ra U w a -, Ko L M
V O a fIl 0 7 r u a c E a a Y U a O L j V a m u a a -- u `- m ++ C a C 'n N >•._ L fa a L C
N C C .c a a E c +, ro E +, C C7 ra N 4� 'n a +� ca s a -O a t 'O a a >. C ra C U E C a
L 4-+ E X L N y a 3 N 'N a E a ra U
a ' a ro a ao o c � Z a� N c O O O -0 U c a ' a 0 0 E -0
Z_ 'n p � C -N 3 'A a -o u +' L a ,o a r C r C c a r c o W, 5 c c r a c +� C L C = " C m u o m a vim[ T \ a a ++ 'n +' ° C C 4-, O a C ra E E +� O O ;C +4 +� Q lT lJ
d N 3 a .N E +� an c a 3 s a a Y m a - u a vl c a aQi a ° c ^ y a m a l`/J J 'n C +_+ ra M O - I� a I� O r-I I� .� O a L �' E a O c a >� _ � .f° 2 � L j U = W CO V
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— W C: U 7 m 4-, m C E o O a E '> o O a �� +m•, r 4•+ •> C a •7 a ++ i a m V1 4", V a a) 'I_ >• C a 4•+ J +•+ L 4-•, 'n
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cii� O Q a L t] Z a O O O Z w vl 0 r Q +• O Q L r a O IY d' O I- E o m m D E +• m a 6%6 0 O 3 d L 7 f4• r- 6* a to L O L a 4_, C • U
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-0 = = m � as c U as c U a > c U a > c U m L Zy 4� — r_ - U a IZ L.
0 = a .-. ++ On � � p
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Z H a L E U O u e o `I Z — C a O Z .0 ° a - Z h to •-
3 a L U E c y [aC +' m0 O AI ` ° O AI ` ° 4L_ O AI ` ° +L_' O AI ` E V O a U 3 > O ~ O a 'n +a+ s VS C O O w U y a dJ an 1n 1.4 'n >•
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L 'n Cr >_ a r a r a r a r a C- , a O C C a Q. L a r-i 'n �' 4v to a 'n a C C
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-O • C7 E Z O 'n a O L C > s= a - ro ra
L C u u u V C L. N L_ a N U o � � •L Y .r >• a Q. O N a p C •i6 N C 4J p ,Lj, C O M � W O C O O U C 7 _0
a a = = LL -M d Q C♦ m r a N Q r m r a N Q N m r a N Q N m r a N Q O
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