SW4240203_Plansheet - Grading/Drainage Plan_20240625

DocuSign Envelope ID:8FAF228D-D814-4F90-820E-972D98FE8639
1 ( '� 1 r t � \ ,� r /� � /�/"/" -"�- /" '\ / �. J - - - - - - � - - / e LOCATION MAP N.T.S. .
BEENQ &CARTER PR.
\ CIVIL ENGINEERS LAND SURVEYORS
0 LAND PLANNING
e�.�� / \ / / \ \ \ � J / / / / 0 / / � / / / / I J / / J •� s '- J / / \ - / ` \ / / / �Rx� � 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 / _✓ // 1J / l � '/ / / J / l l( ( l �/ // \� r �' �' J // \- `J/ 1 (\ J ) \\ /// // // > SITE Z
Temporary di ers on 8.0'from PL(Stay // �. / \ I \ // / a m
/ \- / \ _ / W SEAL:
out of 10'septic field setback from PL) / / \ I / ����
� :v
PIN:6829-68-5595 ✓ PIN:6829-68-9542
l / \ \ \ / / / Q O fG ! BLOCK-LOT: 4951-027 BLOCK-LOT: 4951F-015
// ) \ \ / // / / / j / // / \ ✓/ //OWNER: Clarence A Overby / -OWNER: Steven K&Sonya L Waddell ) \ I _ // / ryo 038574
'DEED BK-PG: 2922-1419 / DEED BK-PG: 2798-3117 \ \\ / l \ / /
LANP
/ f lVD n,,,nnu�a``���ss
6/25/2024
a6 /� �j /// Silt fence stone outlet at low point; / ^/ \ \ \ \ f r\ ` / ��
Drainage Area 0.15 AC
( / SKIMMER BASIN#2 / /
1 / /. 30'W x 6o'L x 4'D;1800 SF;3 Baffles / / / J / // // ❑ Preliminary-Do Not Use for Construction
f / / / / \ `\\ \ � \/ /) � / IMPORTANT NOTES:
/ 3"Skimmer w/1"Orifice;Outlet Protection
f / f f4ut � ,\ -- � � ❑ Final Drawing-For Review Purposes Only
• 6'L x 8'W x 1.5'Class B Riprap / / J Z /
� - PIN:6829-78-0405
• 6.0'Emergency Spillway lined with filter fabric / / J \ -- BLOCK-LOT: 4951 F-013 / / // / 1. The purpose of this plan is for general clearing and grubbing of the site to better X Final Drawing
and Class B Riprap / �- F - i / / / /
\ I _ /�•A� /- / / / //j/// / r, r / - ,� / / - v - _ _ - \• \ 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
\ \ \ ! I r f / // / / / / / / Drainage Area#2 - \ - \ \ \ \ - \ / / / / /
/ / ' - - - \ / / / individual lot septic systems and is currently being evaluated to determine the final lot PROJECT:
88003±SQ FT / <0 i ) -o� \ \
✓ - ` \ r- \ -/ Stream and Top of stream bank as / -
\ 2.02±ACRES / ,, S 1 T /- f��p_- \ o / Il 1\ ) (\ ♦ \ \ ) y y y g J layout. Individual lot level erosion plans will be added to this set once the lot layout is
/ surveyed b Accurate Surveying PLLC i
See Home BuildingSheet C-3.4 r � 87 � � � ' O � � i / �- ( \ � \ \ 1 � S r / finalized.
(�. / for additional details on future / �7 / / xr s \ \ ( � / 2. NOT A BOUNDARY SURVEY. Boundary shown from survey by Accurate Surveying
/ / 1 / driveway install in this area / O / l �xd` /v / ( / / \ \ \ �L / / /
y � i / ) / / � '- / / �� )I� � \� � � PLLC, dated August 11, 2023.
�r Drainage Area#4 / /' ) \Streams and Wetlands determined / 3. This ma Is a compilation of information from field survey, deeds, count tax
J / Above ground concrete washout(Typ.) / / / / O / / \ I b Pilot Environmental p p y' y_ mil" � / / 90939±SQ FT �. J \ I ` y
\ J / �° 2.09±ACRES r ) � 1\ \�\`1^ I \ - / / information, structures and topographic information furnished by the NC Spatial Data.
Existing paved ribbon street will be / / / / / / / / /• / oo „ / / � '� `` �� \\ \ ( / / // / / � 4. This site is located in the Muddy Creek watershed.
used for the construction entrance �`� / - 5. An off-site borrow and waste required for this project must come from a site with an
�O \ / r/ / / approved erosion control plan, a site regulated under the Mining Act of 1971, or a
J landfill regulated b the Division of Solid Waste Management. Trash/debris from
/ 9 Y 9
^ 'SKIMMER BASIN#3 / / 1 / _ \
( ( O / ( / ;� /i / _ - -- - / / / demolition activities or generated by any activities on site must be disposed of at a
/ 1 I /( \ (/ -%Y i / \ PIN:6829-78-0373 / /
_ / / \ - \ \\� ( l f `� 1 1 zo'wx 9o'L x 4'D;1800 SF;3 Baffles / ( �� - ��= �s J\ (I / i facilityregulated b the Division of Solid Waste Management or per Division of Solid
/ / I 2"Skimmerw/1"Orifice;Outlet Protection / // ( C 1 \� �� \�\\ / - _ - ( BLOCK-LOT: 4951 F-012 / �� / / / / / g y g
e° P° /• 6'Lx 8'Wx 1.5'Class B Ri ra ( u ~- \ \` ( , OWNER: Jeffrey c Pa ne / ✓ / / / q / Waste Management or Division of Water Resources rules and regulations.
. 6.0'Emergency Spillway lined o �j/ //)/) �( \ - ^ \ \ \ ) ) �� y y
9 Y p Y / / ^ - ` \� \ �\ DEED BK-PG: 3159-2816 1 f i f�� / -
�' eova9ep / and Class B Riprap «� -- - / J ( / SITE/ EROSION CONTROL INFORMATION:
re l / ) \ ( \ /i - Count of Site: Forsyth Count
/ / J o (- r - - SKIMMER BASIN#4(Existing Refurb) � I \ / - f / y y y
I SKIMMER BASIN#1 (Existing refurb) \ ( �) / =
/ O / / 1/ \\ 1 I \ \\ ✓ �• 35'Wx60'Lx4'D;2100SF;3Baffles
^ / 25'Wx 40'Lx 4'D;1000 SF;3 Baffles / �. / � -� �_j-^ � � \\ \ / / / � �Ji / - / Watershed: Muddy Creek
I r / \ 1 ( \ 1^_ - 3"Skimmer w/1"Orifice;Outlet Protection \ \ \ \ / \ / / /
! S� 3"Skimmerw/3/4"Orifice;Outlet Protection ' 1• 6'L x 8'Wx 1.5'Class B Riprap ( - / / / Stormwater: Phase 11 (Delegated City/County) W
6'L x 8'Wx 1.5'Class B Riprap 1 \ ��U1. ' - / 6.0'Emergency Spillway lined with filter fabric \ 2 / / / / /r / / Total Acreage: ±16.638 Ac.
4'Emergency Spillway lined with filter fabric \ / / \1 ✓ \ and Class B Riprap
Y (�((l '
and Class B Riprap - / �0 Z 7� J \ \\ hI� / / / /� T`1� / Disturbed Area: ±13.75 Ac. V
� t �/ -�� / � l � / ) ( ,L / / I l �, -� \ \ �fir; /i✓_�, ,� � /,
- � o 1 \ r Drainage Area#3 ` J / w ( �\ b4ta //r ,- - ���`������� L` Soils: FcB2/FcD2 - Fairview Clay Loam; PcF2 - Pacolet Clay Loam; CoA-
/ 77040±SQ FT .� Tv OLD' \ D> ��r"\ \� /// _ =��`�-✓r - Codorus Loam; ToC2 -Tomlin Clay Loam; TmB- Tomlin Loam
/ 1.77±ACRES ® �) / D L TD
IQ
D \ 1 / \ 1 \ �\ < ) / EROSION CONTROL CONSTRUCTION SEQUENCE J O
Drainage Area#1 / ` J' �~ `?� 1 / / / O J / l �'�i a \ \ \ / `' / / to
g \ \ / / ram ` ( i _ ref 1J/ / \ �r / /_,� e�er a �9 �� \\ \\ PIN:6829-78-2228 1 / 1. Obtain grading/erosion control plan approval and permit from City of > >
48037±SQ FT \ . \
( oo \ r / / -7 /) / / \ ✓ / a BLOCK-LOT: 4951E-011 Winston-Salem.
1.10±ACRES / o / O \ \ J/ -- - / J O o�� \ / / / / / / / /OWNER: Douglas Edgar Styers Jr. J^ _0
�-7 / / \ / ( \ r / r / ` �8 /DEED BK-PG: 3113-3786 / 2. Contact Erosion Control Inspector to establish a pre-construction
( I f / a \ �; s� / r / / ) \ \ \ / conference and inspection schedule.
Ensure positive drainage of temporary v Self Inspection Effective October 1, 2010, persons conducting O }, O
- ) I \� / // l/ -
�� diversion across gully area / e/% land-disturbing activities, larger than one (1) acre, must inspect their project O
Drainage Area#5 / ( / / I / / / I j / / l ) \ / after each phase of the project, and document the inspection. The phases �_ T_
o \ \ 189064±SQ FT are as follows: Z
r„-1 / 1 4.34±ACRES / ( ( J / / / / r �) ` ( l ( ri I/r A. Installation of perimeter Erosion and Sediment Control
1\ / ( �f measures. '
I / / ) o l l \�- • i - \ / / �) I ( J �\ l \ l f l / 1 / / / / // / z � cfl
• I f/ / / ! / / / / �, `'\�'''„_,.`✓ ,�,� /'' \ / / / \ ��� / ! \ 1 / / / / / � ( I ® r-` �-\ B. Clearing and grubbing of existing ground cover. _ � �
� ) ) �• I( / / / f C. Completion of any phase of grading of slopes or fills. E p CA
ILL 00
fl, j / \ �) o / ) ) ^ ( I J ( o / l / // / / // I /^�) J/ /J r' / D. Installation of storm drainage swales. C.)
/ \ `� / ) 1 ) I I I I I �1 ( ( / / ( I /` I / I ` / / E. Completion of construction or development.co
f % I ) ) I , / I��c ( f l F. Establishment of permanent ground cover sufficient to restrain >,
/ I ) 1 ( / 1 Cn
/ I / m Erosion. - s_
( \ I J I I PIN:6829-67-0908 ` r // / \ \�l Existing paved ribbon ll
\ r II \ - 1
\ / I BLOCK-LOT: 4951-025 \ \ ) / ! streets with side ditches / ( { ) I \ 1 SKIMMER BASIN#5 / I of t / I /r r 3. Install Erosion Control Measures as follows:
\ \ (( ( OWNER: Dale T Livengood - \ \ L / / ? I J / J 45'Wx 90'Lx 4'D;4050 SF;3 Baffles "W
; ,q /( `\ \ a. Temporary Construction Entrance - Existing paved subdivision road
( DEED BK-PG: 2557-1793 PIN: 6829-67-1999 ' ^ / - c \ \ Z `� ( / /�- I 3"Skimmerw/1-1/2"Orifice;outlet Protection )v / / J p g
I I1 I \ ) / b. Temporary Silt Fence and Stone Outlets
BLOCK-LOT: 4951-116A F \ \\ 1 ` I / I 5 L I L ` 6'Lx 8'Wx 1.5'Class BRiprap / J / /� / //r \ \ p rY
OWNER: Harry R& Audrey M Mullen �� \ \ \ 9 ' `\ / ) ( / ) / / / J (� ) l 12 0'Emergency Spillway lined with filter fabric / / r / /// / e. Temporary Skimmer Basins CLIENT/PREPARED FOR:
DEED BK-PG: 3269-3654 x /\ �' � 0 \ \\ \ ~ / / \ / \ \ f /
\ / and Class B Riprap ( / ( /// / J d. Temporary Settling Basins
�, \", 1 ; ( l ( \ ( \ \ \ ` / / / / e. Temporary Diversions
/ \ \ ,, _ r�- SHEPPARD INC.
M - - - - r- J l ^( ) I �I / / / /// f. Permanent Diversions/Road Ditch Lines` \ � � � - / � � � /
/ �- 1 / / / /
7 C/O Domingo Isasi
� �a � ���\ � � � � / (/ / / /� g. Above Ground Concrete Washout
��/ 3989 Huddington Ct
m/ / Winston-Salem, NC 27106
DL>>/ �- _ ✓ r - /'- 1 / \1 / -'s / / /r / / / Permanently seed all disturbed areas upon completion of grading work. See
l / Ph. No.: 336-448-8040
w ,. Ground Stabilization Criteria below for more information.
1 / / / / / / Email: [e-mail]
Ground Stabilization Criteria
c„ J \ \ \` ` D _.J _.� D Z�L-s> DL>>
// / /r / SITE AREA STABILIZATION STABILIZATION
Streams determined b /
// DESCRIPTION TIMEFRAME TIMEFRAME
1 J // / y /
Pilot Environmental // N
EXCEPTIONS
swales, Ida s None
ditches,&slo es y
L \ \ I \ \ \ \ / 1 / ✓ / fj p
-SKIMMER BASIN#6 I / / / \ � `/ S 1' / j / //� /�/ / / / /
/ / //` ✓ �/ Slopes steepr than 3:1 7 days If slopes are 10'or less in
Drainage Area#6 - /• 3"Skx mer x 4'D; "Or SF;3 Baffles J �p / / ��r / /, `/ /f / / / / // j / / TYT
PIN:6829-67-0715 v/ g f 3"Skimmerw/1-1/4"Orifice;outlet Protection ' / i \ / // / / / / length&are not steeper N
\ I ( \ \ � / ) / I o-/ 159512±SQ FT � �J / / // /
I I( .BLOCK-LOT: 4951-108 / 6'L x 8'Wx 1.5'Class B Riprap / r// / (/ / v / // / / than 2:1,14days allowed
J I / �.�J 3.66±ACRES 5 / / / / / / //- / // / / /
\ f g� ^ �- / ( 1 ) \ 10.0'Emergency Spillway lined with filter fabric // // . / / / / // // // / Slopes 3:1 or flatter 14 days 7 days for slopes>50 feet
I ( p _ OWNER: Cheryl LWhitaker / ( 3• I / / \
I / and Class BRiprap / J /r/ . / /� / /
DEED BK-PG: 3044-3660 j / / / I�' S ! e � ( i - / / / / // / / in length
All other areas with 14days None
! I I ` ( \ \ / / / ( / ( • ` J / / // J J ) // / / l /J // J/ / / / /// // / / / / / / slopes flatter than 4:1
// / I / / / / /l / // / / / / / NC Grid - NAD83 (2011)
�� )� / \\ \ \ ` \ / - l 1 - / / // !-J ( t Y / / / ( / 1� / / // / / / 4. Prior to the Contractor demobilizing from the site, the Financially
Temporary diversion 8.0'from PL(Stay I I J / / / ( / / \ ( (/L. / / // / / / , / // / / / / / / / / Responsible Party (or their designee)will notify the designated Erosion
Silt fence stone outlet /"' o / / / / DATE: 08-08-2023
- out of 10'septic field setback from PL) �� / ° / ( f ( / n/ / j Stream and Top of stream bank as / // / / / / Control Inspector of their anticipated date to leave the site. An on-site
at low point ) Q, ti 1 / ) ` ( 5 / / /
/^ •-� � I / / / w ! / /., I f ,� // /� /~ / r / surveyed by Accurate Surveying PLLC / J / / / / / / inspection will be conducted prior to the leave date by the designated DRAWN BY: TBC/ATC
Erosion Control Inspectorto make certain all action items have been JOB NO.: 23-201
addressed b the Contractor.
TD> TD» / ` / // \ / / / / / / // / / / 5. Continue to maintain Erosion Control measures until vegetative cover has
- ` ( e Q� L� Limit T� T� >r >� o ( l ! �� / / l l / l / l / / / REVISIONS:
\ imp, , ,t L/rr,it �` ) \ I { / / / / �1 / J f been established over all disturbed areas and site has been stabilized.
/ ' // Remove Erosion Control measures ONLY after final inspection and
\ \ \ i � ) � •-. � F •�` � J // - " / / � /�\/ / / // / / p 09.22.2023 Per IDT comments
Cee»ientp��D.�899 ., - J / // C \\\ J I ✓ , J ( /� l� J J / \ I I )/ f / / / / / // / / r approval by Inspector.
L / B. 01.12.2024 Home Building phase added
Centered on o 14,83 / / / EROSION CONTROL MAINTENANCE PLAN
Ine / J \ �^ I ✓ / ) / / / / / / / //,// //// / / / / / 06.25.2024 Added TOB and buffers
r a ^ _ _ � I f /!/ / 1 1) III r ( / �° - j / / I
/ \ ( \ / J / / / / / / 'PIN:BLOCK-LOT:
7-2683 / 1. Inspect all sedimentation and Erosion Control devices for stability and
1 I I I J J � � I / / / � �� /� ✓ o �� BLOCK-LOT: 4951-029B / / / p Y
J / ( \ II IS ) ` \ �/� ( / i �' // \ / / / / OWNER: ATHENA RENEE& SAM JONES / / / / function each week and following each rainfall event.
I / / // J J / / DEED BK-PG: 3649-2900 / I 2. Remove silt/sediment from temporary devices when accumulated volume has
PIN:6829-67-3556 f \( / ) / '� ( / � -/ / / / / / / /
BLOCK-LOT: 4951-024Q \ \ I (/�i / / / l / ( I ` I / / l
/ / / / //r f / / reached 50% capacity.
/ / / 1 OWNER: Jimmy Dean &Danika Dawn Speer „ 3. Maintain stone in temporary berms throughout construction of each section.
I � ( o y ) I / / / / / � \ \ DEED BK-PG: 1966-3863 / / / / / ro / \ \ \ I I p � g
// Re-grade/repair berms as required.
// / / / / / I \ / / J // 1 I I ) /ti \ \ \ \ \ \ \ \ \ ` ( / 4. Contractor shall appoint an on-site inspector and maintain records of
/ /J J ( / I\�I / J / / ) / / / \ J \ \ \ \ \ \ \ I inspections in accordance with the provisions of the general NPDES
/ / / / 1 I I \ \ \ \ \ \ \ I I Stormwater discharge permit for construction activities. See SCALE: 1" = 60'
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» o O`O 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:8FAF228D-D814-4F90-820E-972D98FE8639
BEEQ0Q &CARTER,PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
PIN:6829-78-0405 \ \ / / /
\ \ � � 4970 US Highway 311 N#669,Walkertown,NC 27051
BLOCK-LOT: 4951 F-013 / /
OFFICE:[phone] FAX:[phone]
OWNER: BRITNEY ALEXIS SPAETH 1 \ / / /
DEED BK-PG: 3719-1012 L / WEB: rp#:C--eng.com
o >S / // / Corp#:C�017
/ r /� SEAL:
ouunuun u
� ,.....R 'i
'0 Silt fence stone outlet at low point; \ 1 ) \ / ) - • \ \ \ - i \ / // / � O�••' •E S s r0'•<�
Drainage Area 0.15 AC f \ ) \ r/ I \\ \\ \\ \ \\ / / / _ �••�''�c
�0 - , - \) \ /� \ I \\ �♦ \\ \ 1 // // - = 038574
870 , $ / � \\ ) // // / �/ I ( � \ I \� ♦ \ \\ l / / / /' �NcINE��
�%
/ ����mnnruuuw
Jam/ //\1 6/25/2024
\ / /� (�` � - (\ 1
u i / i / / / ( / / / \ �,1 ~ t •( �. \ I \ / / / ❑ Preliminary-Do Not Use for Construction
JJI Stream and Top of Bank as surveyed \ r / / / /
/ by Accurate Surveying PLLC ❑ Final Drawing-For Review Purposes Only
X Final Drawing
/ SKIMMER BASIN #3 / / / / / 1 / / '1
. 20'W x 90'L x 4'D; 1800 SF;3 Baffles / / / / , J/ / // J / / \\\ } \ \ Streams and Wetlands determined / / 1 / / / PROJECT:
/ \ - ' - / �• 2"Skimmer w/1"Orifice; Outlet Protection / / / / / / /J / / - - - 1 / �`\\ \ \\ by Pilot Environmental
/ Ensure temporary diversion maintains
/ 6'L x 8'W x 1.5'Class BRiprap / \ / / i / / r III \ \ l
/ . 6.0'Emergency Spillway lined with filter fabric / / / / / positive flow to skimmer basin
and Class B Riprap
PIN:6829-78-0373
F \ I )� I I BLOCK-LOT: 4951F-012
-SKIMMER BASIN #4 (Existing Refurb) �I OWNER: Jeffrey CPayne
/ I I • 35'W x 60'L x 4'D;2100 SF;3 Baffles I - - - I DEED BK-PG: 3159-2816 -
//' `� / / / } ) ` \\ ' - �• 3"Skimmer w/1"Orifice; Outlet Protection ( / (( � \ \\ \\ //
1 /� ( � \� 6'Lx8'Wx1.5'ClassBRiprap
/ J / I ( /// 7 I • 6.0'Emergency Spillway lined with filter fabric and Class \ (
B Riprap 1 ) ( ( 00
00
( , \\ \ \�� \ �� �m
Ensure temporary diversion maintains
positive flow to skimmer basin
LU
\ � / / /�1_ J O
W )I Existing FH ) � \` // / I\ / / �-� \ \ / /
'
T _0
tl
After clearing existing ditch ines of\ Cn
\� \ T TP>> TD>> ( I ( \ / ( \ ` 1 \ \` j J small trees and unsuitable vegetation, f / DL77 \ // / / I ) l ) \ k \ \ \� \ / / cp / / \
Mat with Excelsior Curlex II or equal.
aJed sCe I / / \ // / l° �rea� )To, Cn\\ \\ \ �� \\ Q U T
1 > � 7rOoh�o✓a �' �� \ \ �\ �/ PIN:6829-78-2228 \ // � z �
\ \ / -� / �(��� ) \ r -/J/ / / �/ / Ao76 I \ \\ \ BLOCK-LOT: 4951F-01100
OWNER: Douglas Edgar Styers Jr. /
DEED BK-PG: 3113-3786 / / � 1
IN 00
After clearing existing ditch lines of
small trees and unsuitable vegetation,
n Mat with Excelsior Curlex II or equal. / /- / / , \ r' / \ J/ _ } \ // 1 } \ / / / // �_ 16-O Cn
/ / / \ / / / / /\ \ \ J / Z (n LL. 0-
CLIENT/PREPARED FOR:
SHEPPARD, INC.
rl \} \\ // 9
C/O Domingo Isasi
/ I I / / 3989 Huddington Ct
1 / ( Winston-Salem, NC 27106
Ph. No.: 336-448-8040
v \
Email: [e-mail]
\
00
CID
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) 1.9 Disturbed Area(Acres) 1.9 Disturbed Area(Acres) 2.0 Disturbed Area(Acres) 4.2 Disturbed Area(Acres) 3.5 Disturbed Area(Acres)
196 Peak Flow from 10•year Storm(cfs) 5;43 Peak Flow from 10-year Storm(cfs) 4.78 Peak Flow from 10-year Storrs(cfs) 5.62 Peak Flaw from I0-year Storm {efsy 11.67 Peak Flow from 10-year Starts(cfs) 9.84 Peak Flow from 10-year Starts{cis] 09.22.2023 Per IDT comments
01.12.2024 Home Building phase added
1801)Required Volume ft3 3420 Required Volume ft3 2700 Required Volume ft3 3600 Required Volume ft3 7560 Required Volume ft3 6300 Required Volume ft3
06.25.2024 Added TOB and buffers
962 Required Surface Area ft2 1765 Required Surface Area ft2 1547 Required Surface Area ft2 1827 Required Surface Area ft2 3793 Required Surface Area#2 3198 Required Surface Area R2
21.9 Suggested Width R 29.7 Suggested Width ft 27.8 Suggested Width ft 30.2 Suggested Width R 43.5 suggested Width it 40.0 Suggested Width it
43.9 Suggested Length ft 59.4 Suggested Length ft 55.6 Suggested Length ft 60.4 Suggested Length R 87.1 Suggested Length% 80.0 Suggested Length R
25 Trial Top Width at Spillway Invert R 30 Trial Top Width at Spillway Invert ft 30 Trial Top Width at Spillway Invert ft 35 Trial Top Width at Spillway Invert R 45 Trial Top Width at Spillway Invert ft 40 Trial Top Width at Spillway Invert ft
40 Trial Top Length at Spillway Invert ft 60 Trial Top Length at Spillway Invert ft 80 Trial Top Length at Spillway Invert ft 60 Trial Top Length at Spillway Invert ft J0 Trial Top Length at Splitway Invert ft 60 Trial Top Length at Spillway Invert ft
2 Trial Side Slope Ratio Z 1 2 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 2 Trial Side Slope Ratio Z:1
4 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) 4 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)
9 Bottom Width ft 14 Bottom Width R 14 Bottom Wdth 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 R2 836 Bottom Area ft2 2146 Bottom Area ft2 1536 Bottom Area ft2 SCALE: 11, - 30'
2261 Actual Volume R3 Okay 4661 Actual Volume ft3 Okay 4661 Actual Volume ft3 Okay 5701 Actual Volume ft3 Okay 12221 Actual Volume ft3 Okay 9301 Actual Volume ft3 Okay
1000 Actuai Surface Area III Okay 1500 Actual Surface Area ft2 Okay 1800 Actual Surface Area R' Okay 2100 Actual Surface Area ft' Okay 4050 Actual Surface Area ft2 Okay 3200 Actual Surface Area ft2 Okay 15 0 7.5 15 30 60
A Trial Weir Length It 6 Trial Weir Length It 6 Trial Weir Length It 6 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 U.5 Trial Depth of Flowft 0.5 Trial Depth of Flow R 0.5 Trial Depth of Flow ft D'.5•Trial Depth of F low ft
4.2 Spillway Capacity cis Okay 6.4 Spillway Capacity cfs Okay 6.4 Spillway Capacity cfs Okay 6.4 Spillway Capacity cfs Okay 127 Spillway Capacity cfs Okay 10.6 Spillway Capacity cts Okay
SHEET TITLE:
3 Skimmer Size(inches) 3 Skimmer Size(inches) 2 Skimmer Size(inches) 3 Skimmer Size(inches) .3 Skimmer Size{inches) ,3 Skimmer Size{inches)
0.25 Head on Skimmer(feet) 0.25 Head on Skimmer{feet) 0.167 Head on Skimmer(fact) 0.25 Head on Skimmer(feet) 0.25 Head on Skimmer(feet) 0.25 Head on Skimmer{foot) SKIMMER BASIN DETAILS
0.75 Orifice Size(114 inch increments) I Orifice Size(1/4 inch increments) 1 Orifice Size(V4 inch increments) 1 Orifice Size(114 inch increments) 1.5 Orifice Size(V4 inch increments) 1"5 Orifice Size(114 inch increments)
2.77 Dowatering Time(days) 2.96 Dowatering Time(days) 2.9 Dev�ratering Time(days) 3.12 Dewatering Time(days) 2.91 Dowatering Time(days) 2.42 Dowatering 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:8FAF228D-D814-4F90-820E-972D98FE8639
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\ � ) o / / // 0 1 ( ``�� ,N �.A,.,,,,o,,,,,
I •.... ..R
` I / / / ! I o.. E s S,o ,
K74""
Co
08
%,,",��F�•T''..C.P�.�``�,,,.,
11MH1111%10
2024
d I ❑ Preliminary-Do Not Use for Construction
s /
❑ Final Drawing-For Review Purposes Only
\ \ / r X Final Drawing
> /
\ ✓ `\ J � � I 1 I ) I / J I ( I / ( \ \ SKIMMER BASIN #5 ! / / PROJECT:
. 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 Riprap
j \ j
CID
Ile
LU
Mat dsturbedarea below spillway
/
with Excelsior Curlex I I or equal. \ / / /
w >` / — — / _ / J Existing FH to be cleared around \ I ` O
1 1 I 1 i \ \ ` w w 1 \ �° w / � to
1 \ r /
°v twt I I I I I Existing I paved street // J %�,;w \ ~�1 \ I �� s / � U)
� ) I I I I I � I \ \ I I / ,� ,� / � / I Q
a� 1 ��/ / i o
II � o
0
\ \ \ DL>> / \ / t 1 \ i i I 1 I I / it I / / .
DL» Cn
T— DL>= �/ / L>> DL>: DL» �J DL> J// DL>> � / / DL» pL» pL» 1 1 / ��� �`�` 1 / ( t // / I � O Z
_ It
o
3: 0� -1--i
LU
04
After clearing existing ditch lines of_ z — \ \ \ — ` / I / f / / / 0� / / — I // LL V 00
\ — ` small trees and unsuitable vegetation, \ — — \ \ \ / I / / / // / / ,♦ /` / / N
Mat with Excelsior Curlex 11 or equal \ ` \ / / / / / / Q
40
— — \ SKIMMER BASIN #6 / ♦♦�� / ♦ /
\ \ • 40'W x 80'L x 4'D;3200 SF;3 Baffles I / < ` ' // / // / ♦ / / CLIENT/PREPARED FOR:
• 3"Skimmer w/1-1/4"Orifice; Outlet Protection / r \ / / der / / ♦ / / / /
6'Lx8'Wx 1.5'ClassB Riprap / l—/ \ /� LL�p �// / // � ' ��// ♦ �/ SHEPPARD, INC.
• 10.0'Emergency Spillway lined with filter fabric / / / 1 / \✓ / / �o� / ♦ /
C/O Domingo Isasi
/
and Class B Riprap / / / // \�T «TD/ \��ti / / / ,/ / / '�♦ / 1 / I / / / / / / g
3989 Huddin ton Ct
/ ` 1 ' ea��� ♦f // ^ Winston-Salem, NC 27106
/ (� I J / / /J l / / '— / ` / / / o / i ��� — — J i' /i/ / dad` I / / /f ♦/ / J J / ( / i i i Ph. No.: 336-448-8040
\/ I I ` / / / J / / / / /� s / / // // ti I / r♦-♦ ( // / / / / // Email: [e-mail]
cb
/ \ I / I / l — r �/ / ♦♦
r / ♦ / / / f
IJ 1 1 0 0�0 0�0 � y� ( 1� � ' ♦ ,r �J // ( J J // /I s
/PIN:6829-77-2683 ,�'
f / °/ 1 �� ;� I / /� / l / /� / BLOCK-LOT: 4951-029B / NC Grid - NAD83 (2011)
`r ) / v �� // / / / ( /OWNER: ATHENA RENEE& SAM JONES /
f DEED BK-PG: 3649-2900 /
DATE: 08-08-2023
DRAWN BY: TBC/ATC
JOB NO.: 23-201
Mat disturbed area below spillway / ( / Lim
\ ✓/` — \ ` / / J I / / / / / < with Excelsior Curlex Ilt or equal. ( / / �� I �I J/ / / / / / / / REVISIONS:
QJ I, / / 09.22.2023 Per IDT comments
01.12.2024 Home Building phase added
Streams and Wetlands determined
1 / 1 / / / / v by Pilot Environmental I I 06.25.2024 Added TOB and buffers
/ /F /I � /
\ I\ \\ \ Temporary diversion 8.0'from PL(Stay / / / / / �- / I /J / ( / I '�, /
out of 10'septic field setback from PL) / / \ 1 / Stream and Top of Bank as surveyed
\ 1 \ / ) / a�0 J / / / / / � i I I � V // � by Accurate Surveying PLLC
; ) m
Lim I / /
If
TD» / / / / r / / / / / / / SCALE: 1 - 20
TD> I Tp»�I� p» / I
T » I �
/ I TFD>> l / / ` I / /
/ / / / / \ / / / i 10 0 5 10 20 40
` l l 1I // // / \ \ / /
� Limit Limit / l /`` J /TD» TD» TD» TD»/ / � I ` `` — — I i �°'i ` � / / / /
/ it Lirptt Limit emit ( / � co
\ I Limit Limit Limi) Limit L J 0 �
/
SHEET TITLE:
SKIMMER BASIN DETAILS
© Beeson &Carter, P.A.
�) / L / 1 /i '/ r / / J l / / / l / —t�'� /J / // / /' / / / /' SHEET NO:
C-3 . 3

DocuSign Envelope ID:8FAF228D-D814-4F90-820E-972D98FE8639
VC,
EEQ0Q &CARTER,PR.IMPORTANT NOTES: VIL ENGINEERS LAND SURVEYORS
LAND PLANNING
// () �1 1iWil / 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
Hom / / / J / sF BLOCK-LOT: 4951 F-013 / /\ in place until an EC inspector approves their release upon site area OFFICE:[phone] FAX:[phone]
It / / ` SFl — — OWNER: BRITNEY ALEXIS SPAETH 1 \ / / / ` WEB: www.bc-eng.com
\ DEED BK-PG: 3719-1012 L / stabilization.
�� � � // Corp#:C�017
`"s / / -- _ — — — — — �= \ _ — — — — o / \— / \ I / / 2. All lot level EC measures shall be installed prior to any construction activity
�� � s - - - - � � � � — \ \ ~� �\ \ � � I ti / / / 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
?%� correspond to the final permitted driveway location. N •••••.R O
4. All lots are to have private septic systems installed. The CA for these lots 0�;.•' •E s s,o••, �ti
J ,� I �� `` / / — — — _ — \ \ J ) \ ( ♦ \ / / / has not been issued and the contractor is responsible to ensure EC
«TD — -- \ \ \ / 1 \ \ ` I / \ ♦ \ \ \ \ / \/ / measures are in place and an EC inspection of those measures has
occurred prior to disturbing any ground for septic field installation. = 038574
A/C IN
/ (—� 6/25/2024
41737 0.958±ACRES" / —/ ��,Z \ I I / \ \♦ ) I /�� ( ��� / // / � �// /� /
\ ❑ Preliminary-Do Not Use for Construction
❑ Final Drawing-For Review Purposes Only
X Final Drawing
23701 ±SQ FT \ \`
0.544±ACRES / // ���\ // /\/ \ I �� // JAI \Ilrl\ l \\ \``� '� \ \\ / / / o� /,
/ -\��� � J / // / / � / / / / ��� // > / � � _ '� / � � � / � ✓ o� \\\ �. ` \\ �- \ \ \ \ \ / / I / / PROJECT:
00
.� .100 / I/ �edi g Permit Hme" — �/ /y / \\\\1
/ � Use Silt fence stone ` I I / �/� I �htx Use Silt fence stone
/ / I 'I �� outlets at low point. ,�I PIN:BLOCK-LOT:
8-0373
��/ / 5 outlets at low point. til � �/J I r �\ \ \ / I I I �j 1� / � F � � I I� I BLOCK-LOT: 4951 F-012
op \ —�` \ ` \ °' / � ' \ I �I I OWNER: Jeffrey C Payne
/ 23691 ±SQ FT �� N I ( l �} -1 — ` \ ( / I DEED BK-PG: 3159-2816
\ — � r— ( 1 /
0.544±ACRES / l / ` l \\ — \ \ \ — \ ( I \ \
r )( o / J ( ( \ This lot to be filled in home site
ys Install temporay silt fence down side property �� 1 ` I J/r r area prior to home construction
—/ line to prevent sediments from impacting 0 / \ —
adjacent lot (Typical as shown on plans)
1 Pro( osed SFR Home
T p7lBuilding f ernlM
1
21122±SQ FT
Temporary Construction Entrance to fL \ - I \ \ I \ I ( ~� /J I ,- — W
align with permitted location of driveway \ ` \ \ - r—/ — 1 \ I 51966±SQ FT \ \ \ I ( I I G \ / / /
(Typical all lots) �r \� }\ \� 1.193±ACRES \ \ \ /
Proposed SFR Ior�1e ` / J. \ I Pr osed R Hom I I \ \ ` J/ / f \ �� \— / // / / / a
with existing side ditch at driveway connection to per Building Permit \ J f ) \ perr uilding P rmit / I ) 5 m \ / /
mum 15 RCP pipe with rock inlet protection and / ` \ 1 ( / ( l ` ` �� /' /-' / — — J �
for Curlex II (10' length of ditch) outlet matting or \ �L W ) / \ / / 1 �; �\ I \I \ — / J— / J o
ypical as shown on plans for lots with side ditch) I J / — W ) ) I \ (/ / �\ I \ ) \ � / /// — / — .�
/ / � —' —
\ `/ I I =TD>� I / ` \� \ ���� ��\ ♦♦� �,L/ 1i /�/ � -- � _�
Proposed>SFR Home ��' / c /J / / / — 30, I \ ly \` \\ \;\ \— ��r � / j/ O TP
per/Building Permit J 1 / — / / ( s�� ) \ \ \�I
\ � Z
0100
p o \ \ \ / I PIN:6829-78-2228
I \ —� \ BLOCK-LOT: 4951 F-011 }, pp
OWNER: Douglas Edgar Styers Jr. / z (fl
/ � / / ♦ v77 C \ l/ / I l / /� / / ` / / l / \ } �an8 \ \ \ /DEEDBKPG: 31133786 / W E o �
/ —1 / / / / \ \ l J / c� U N
"/ / �•►Q JJ / I // Pro po� d S/F H me / ) / // / / 1 \ ` / �' f/J l / \ — J /
, C _ / per Bu►ldin Pe it /
G �� s Proposed SFR H me / /
per Building/peffmit ( 1 ( J/ / / /I / / / / \ l
/ C s // \\ / ys / / —�/ �) / / / I / // J — ` I I / ) \ \ I ` // / // CLIENT/PREPARED FOR:
'°�
/
20009±SQ FT / � � r \ —�- / S H E P PARD, INC.
0.459±ACRES ( / / / / / ( S / / I \ ) �� / C/O Domingo Isasi
/ I / / J ( / / r 1 \ / / 3989 Huddington Ct
Use Silt fence stone ) / I / / 1 / ) I I /
Winston-Salem, NC 27106
/ • / / / outlets at low point.
/ \( Proposed SFR H me / I ( (� ( / �/ / / /( // / / ( IJ j �` / \I I \ 1 Ph. No.: 336-448-8040
per Building Per it / J \ \
/ fl J/ / I 10 / 1 1 ) I / // / \ \/ ( / \ \ / Email: [e-mail]
I 1 \ I 0 1 r \ I / / ( / / / / I / I / \
20123±SQ FT / '� J ` l ` � / � \
/ // \ I 0.462±ACRES Proposed Septic Field Repair
) Area to be left undisturbed
Use Silt fence stone } �> I o / / ( / / 1 J �•
outlets at low point. I I J I ! 1( � )
I 1
/ Proposed SFR Home \ / J cc I O
/ _
p I ) / I
( I per Building 4rmit 20026±SQ FT / /— ` I / ) I 1 61191 ±SQ FT
0.460±ACRES/ � � Use Silt fence stone � ) 1.405±ACRES `b / ( J I ,( (
outlets at low point. Ile s
Prior to home construction, discuss sediment basin
y NC Grid - NAD83 (2011)
size reduction with EC Inspector as site area are _ �
vegetated and stabilized. Sediment basin shall not y
be removed until approved by EC Inspector. DATE: 08-08-2023
Wrap low side of home site in silt fence. I /) / w'> r / I rI DRAWN BY: TBC/ATC
V \ \ 20099±SQ FT / 5F WSJ Use Silt fence stone outlets at low point. \ ) I 1 / ( �� / JOB NO.: 23-201
0.461 ±ACRES Install temporay silt fence down side property
line to prevent sediments from impacting / ` I 1 \ \ / / I /r REVISIONS:
adjacent lot (Typical as shown on plans) ( ( ( / 13 1 / \ \ / co ,�, /
09.22.2023 Per IDT comments
23748±SQ FT
ii \ 0.545±ACRES J \ \ J / 1 l / / / I ' 01.12.2024 Home Building phase sheets added
proposed S I-f�ome l / < — ! � � I /
per-Building erltrlit 1 1,� / \ I i �\ Proposed SFR Home) I ( / � � (f /' � � // 03.04.2024 Revised SF and added stone outlets per IDT
\ \J S,_ ( I / \ / / 60Z (_ \ \ ` \ Building Permit I /) n /' / /// 06.25.2024 Added TOB and buffers
w, \ \ _ J— ,. � � � � / � ' � — � � �— \vim ����
\ _ Use Silt fence stone
_ ( /
outlets at low point. _ �F�'.- „ _
SCALE: 1 - 30
—A �_ DL> / DL>F— — —
7_7-
w w �\ w �1 w / _� � \✓f `�� ` /Q7 r� � / / 15 0 7.5 1 11 5 30 60
Unlit � I
411
SHEET TITLE:
\ \` DL» / �1 R/W �J ~ I \ I / I / // // — / // HOME BUILDING EC MEASURES
Proposed SFR Home \` ` F — — DL>_ — DL>j�.� » �r DL>> DL>> \� 80391 ±SQ FTJ/
\ — \ — = (— — / — , 1.846 ±ACRES J . /// / / / / /I / — /
per Buildin�l'ermit \ \ — SIF sF _�_ — — I <, I �` / t / // c
v - --`— C � - - -� ` — // e / / / I �/ /J / / OBeeson &Carter, P.A.
SHEET NO:
/ 00
C-3 . 5

DocuSign Envelope ID:8FAF228D-D814-4F90-820E-972D98FE8639
VC,
EEQ0Q &CARTER,PR.ci ouiiuiii rciiiui — VIL ENGINEERS LAND SURVEYORS
/ \ FJ y I r - / / �v JVJ -��'� v \ LAND PLANNING
20123±SQ FT / J ` l \ / / ( / 4970 US Highway 311 N#669,Walkertown,NC 27051
/ / I 0.462±ACRES / / \ \ 1 1 �O / / Proposed Septic Field Repair I / OFFICE:[phone] FAx:[phone]
y Lots with existing side ditch at driveway connection to • / / \ a I ? ^ ( / WEB: www.bc-eng.com
/ \ J—\ } / I J / / / Area to be left undisturbed J I Corp#:C-4017
install minimum 15 RCP pipe with rock inlet protection and 1 I 5F / \ ' / \ \ ) ( / /J I / f. J ^
Excelsior Curlex II (10' length of ditch) outlet matting or \ / // / \\ } ) I ( / J I I / / / J y �J / ( (
equal (Typical as shown on plans for lots with side ditch) �/ ( ) / I / ( / I / v ) / } /
/ / I Use Silt fence stone ( ) cc I ( o I / / / / V ( / j SEAL: ` ```"�„.��unu,,,,,.
\ outlets at low point. I I J I } ( I I 1 r l\ � ) ( I I / ) / ����,���\A .C A R
Proposed SA Home 11 I ) / J t \ l ) cc I 14 ( ( / 0: o� °ti ••,� ''-
- per Building Permit 20026±SQ FT I I 1 ( J I J } ( 61191 ±SQ FT ( ( �o I _:• 9 ��
0.460±ACRES /`� J Use Silt fence stone 1 930' — ) 1.405±ACRES
outlets at low point. l I \ / j 0 8574
Prior to home construction `
( ! / \ ` \ / %. 9• LNG I N
i
size reduction with EC Ins �<�...•.......•.•�t``���,
vegetated and stabilized. ; k T• C P�
be removed until approve c "'�1111m11111%
) 4i� 6/25/2024
Wrap low side of home site in silt fence. I / > / /
Use Silt fence stone \ \\ \ r Use Silt fence stone outlets at low point. } / J o`
L — _ — ✓ - - — � ^ \ 20099±SQ FT / cj�C �S/ \ I ( /
outlets at low point. \\ �s \ 0.461 ±ACRES- Install temporay silt fence down side property I I / " 1 I I \ / I / � mc / ❑ Preliminary-Do Not Use for Construction
line to prevent sediments from impacting
adjacent lot (Typical as shown on plans) ( / I / / I 13 ❑ Final Drawing-For Review Purposes Only
X Final Drawing
� \ � � •�'� C / � "1 23748±SQ FT \
F /
\ 0.545±ACRES
kroposed S I-f'ome J / J
\ r, ( I / \ per-Bu�Jding erl�lit I lLL / \ ( \ p / I
\ \
/ \ \ \ O `J sc ( } J l p / \ J / 62 l— \ \ \ I \ Pro Builds g Permit
✓ \ J J °' / l ( \ � ` � PROJECT:
\� Proposed SFR Hor e,
- - - 1 per Building Permit \\� \ `�� � � — s , /
4- � -' , / / /� �� — ' / \vim ���\\ (� / I /
\
/ \ } Use Silt fence stone
/ / 1 D � SF
� \,J � �, �, � � — — � — outlets at low point.
\ Temporary Construction Entrance to ( ) t ( JI V
align with permitted location of driveway I) ('✓3 / I \ / ( w \ FI / /I
f it
(Typical all lots) / c111:sF \ I I I I I I )
I I I I I � �—
.
I I
RAN
\ I .47 5±SQ FT p \ �� \� T` / — /— — 1 / pL» —7� 80391 ±SQ FT
\ 0.475±ACRES Pro osed ome / ��> —�— DL>> \
per Buildin Permit \\ \ \ — — —'SF — — SF (— — — } <�, 1.846 ±ACRES
17 � \�\ �� L _ � ` � `~ � ��\ �\ \\ �\ I � ) /Jet/ (h2 } ♦ j�'I� ///j/�\ J o
20308±SQ FT ^ — \ Use Silt fence stone / / ^ / / / r _ /
Use Silt fence stone \ =� , > J \� \ o .c ` / /�/ // ( /♦� ,♦♦ �i / // // \ Cn
Cn
0.466±ACRES outlets at low point. roposed SFR 11-0T _ / outlets at low point. / / � / / / —
I 3per Building Permit i I / \ / / / / i ♦ / /
7 / - -
/ M / pro SFR/Hon�*
7po, ` / / I p ilding Rermit ( i — / — �� r�4 J J ♦ / / / / /
/ Install temporay silt fence down side property ) { i / I / / J — ��/ ♦J JG / / / O/ 1 ) l / I �ij 6 ( / / /� / — Q
line to prevent sediments from impacting / Cl) / / / y / / O
adjacent lot (Typical as shown on plans) ( Use Silt fence stone / T ) / / / / / / s / / / J �!�� �� / // //// O
( I } j ( Yp p ) , l
outlets at low point. 1 I / 1 I / / / J�♦ �/ / / /
Cn
1331 l } ( / J J / 59262±SQ FT ( / ) J J // / —
/ / o / I \ I �'/ ♦ / / / i
/ 1.360±ACRES / / / / /�1 r / /1 / / ♦ �> /� / / / O N
\ \ } \ l 16 1 ( J / / / / ) / / III o � — / l i / (J ,/ w LL U 00
J ( / PIN:6829-77-2683
\ J \ \\ ) / m / / / ti —) I } / / / , / / �� // r / / /BLOCK-LOT: 4951-029B �/ / / N Cfl
23787±SQ FT � / ( J l \ / / l J � / � � / J
I ( / — OWNER: ATHENA RENEE& SAM JONES 1 r �
0.546±ACRES // ( r ` / ` \ / / /J'/ /1� / / (DEED BK-PG: 3649-2900 / L
\ �J I �I / r // /J / r Y. l // / ( l /� / / // = cn 0
46371 ±SQ FT \ rn
1.065±ACRES / — �� \ \ l l / l l / / I / ( J ( / / ( � I ' / J l / / / // / CLIENT/PREPARED FOR:
J install Silt Fence on sides of Proposed SFR Homp� } / / I I ( / / / I / \} / / } ( } l / m /' / �` / / /
Temporary Construction per Building Permit �� J - ( \ \v . I / / /�` / / —J / / /
\ / I J o� / / ) i J ( I / SHEPPARD, INC.
L 1 Entrance and remove section / \ \ \ l / J / ) / a�� r / <� s / / I / C/O Domingo ISaSI
crossing driveway. / / \ I I / I / / / \ / / ( / / ( / ! ( / �, y / 1 / / / / J 9
I / \ I ( / / / / 3989 Huddington Ct
Winston-Salem, NC 27106
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Ph. No.: 336-448-8040
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1 I I l J I O PIN:6829-67-3556 ` \ I l / {/ ( / I J / / / — —/ / // / // / / I( ( 1 NC Grid - NAD83 (2011)
BLOCK-LOT: 4951-024Q / I \ I
OWNER: Jimmy Dean &Danika Dawn Speer / I / // / /
DEED BK-PG: 1966-3863 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
03.04.2024 Revised SF and added stone outlets per IDT
06.25.2024 Added TOB and buffers
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:8FAF228D-D814-4F90-820E-972D98FE8639
\ 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 g LAND PLANNING
control measures once the site areas are stabilized and the EC inspector has
approved the removal of the measures either individual) for a drainage area or in 4970 US Highway 311 N#669,Walkertown,NC 27051
OFFICE:[phone] FAX:[phone]
their entirely.
/ WEB: www.bc-eng.com
/ ( I / _ \J f \\\ 2. Any off-site borrow and waste required for this project must come from a site with an Corp#:C�017
\ / ✓ / / / / / / J / 1 / \` / \ / \ J // // 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
/ 1 1 / 1 / � p pp p p
f / / / //, / / / ( / / �- \ 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 / c a v,
g facility regulated by the Division of Solid Waste Management or per Division of Solid ��.� C A
/the extent of the graded area immediately. _ \ 1 (\ / \ // ��. \A •R O
Waste Management or Division of Water Resources rules and regulations. Q- •E s's • ••��
\� \ \ ` — / / e�e�.`Oa eta / 0— /� / l / / i ' i - - ^'_ ` \ � J
het' ata etc` Sea' C l / // / s�/ 1 — / // TYPICAL REMOVAL OF MEASURES:
0���P�a�eSa�-.Q / / // / — `/// —/ / /�1 �' — -- 1� \ \ — —/ 1 ( / // Temporary Skimmer Basins: FN E�
o a
/ '�5 � �e e / / / / � / / � r / / \/ � � \ ,ice ^ \ � � �
/ '� 00' �r .�e / / — — o / / /� / Remove baffles, skimmer, riprap stone, filter fabric, and silt fence (fabric, zip ties, support
e� c', a a� / / / 4�°' / /'� / f / i TYPICAL FOR REMOVAL OF ALL EXCAVATED STORAGE BASINS: / / �, Fx '•""•••�� .�`
o�� �e o o / I / /// �- — / r ( / / / wire and posts). Dispose of all materials in approved facility. Do not bury and/or dump on ,, T• C P
(f / 5� o� t` /// —— / / / / / / Remove baffles,riprap stone,filter fabric,and silt fence(fabric,zip ties, / ^ / n,,,T� n��"
1 ` /) 1 _/ i // / ��g$$ee'�Gea�a�°�e/ TYPICAL FOR ALL TEMPORARY CONCRETE WASHOUTS: � ' � i � // / � / / / /— � /� —— � / / support wire and posts). Dispose of all materials in approved facility. Do not / \ 1 / site. Backfill basin to natural grades using suitable, well compacted soils. Immediately 6/2TY2024
1 1 �N�a �o 5, / Remove dried concrete, plastic sheeting,staples or sandbags,and 45913±SQ FT�/ag0 / / / / / bury and/or dump on site. Backfill basin to natural grades using suitable, / J mulch and seed all denuded areas.
siganage. Dispose of all materials in approved facility. Do not bury /�� / / / ^ well compacted soils. Immediately mulch and seed all denuded areas.
( / /�°.`ae, / / and/or dump on site. Remove and/or return berms to natural 1.�4±AiRES ( ` i \
// / / / \ \ / / / Temporary Sediment Basins:
1 1 �� / / grades. Mulch and seed the extent of the graded area immediately. — ❑ Preliminary-Do Not Use for Construction
Remove baffles, riprap stone, filter fabric, and silt fence (fabric, zip ties, support wire and
— ❑ Final Drawing For Review Purposes Only
posts). Dispose of all materials in approved facility. Do not buryand/or dumpon site. g- p Y
/ Backfill basin to natural grades using suitable, well compacted soils. Immediately mulch and IX Final Drawing
/ seed all denuded areas.
Temporary Diversions: PROJECT:
J J J Return temporary diversions to natural grades. Mulch and seed the extent of the graded
870 f ) / I ,- \ ( ( \ \ \ / ( r / area immediately.
29987±S / o' \ �`
/ J 7 / )I� �`\ \� / / / / Temporary Silt Fence:
( / r ell
0.688±ACRES / ti F / / /
`IN' / �, - / / S / / / / / 1737±SQ FT / \ \ > I `\ J' ) . / / / r/ / / / Remove fabric, zip ties, support wire and posts. Dispose of all materials in approved facility.
_ J / /°� \ / ea / / < / / o / /'- l \ 1 \— / / / / / / ` / Do not bury and/or dump on site. Return trench to natural grades. Mulch and seed the
\ \ I S�OaaeS;`�d`/ / / / l / � / / / // / / / o^ .958±ACRES / � J l � � I �\ ; � ' 1\ \( / /` / � extent of the graded area immediately.
CO / / / / 6 / / / / / / oo / 1 \\ / / / //
/ / /
a�J ea f 23701 ± Q FT
/ — ° / PF` �o��taa / ( / ( / �O ( t / 0.544±A Es / / / / \ 1 1\ \\ \ \ / / r / / / / / Temporary Concrete Washouts:
Remove dried concrete, plastic sheeting, staples or sandbags, and si ana e. Dispose of all
�e0 . \ ( / / ( ( >i O / / I = J i1 j' r � r JCS\ \ I\1� \ \ — / / / / / / pp Y bury p
materials in approved facility. Do not bu and/or dump on site. Remove and/or return
1 " , / TYPICAL FOR ALL TEMPORARY DIVERSION REMOVALS:
a`r \ \ l� / J r J 5 / Return temporary diversions to natural grades. Mulch and �\ /=— — J1 \ \ \ — / / // �� / / // berms to natural grades. Mulch and seed the extent of the graded area immediately.
�—�) �1� I • t / / — — — — `� �/ ce ,/ �- Q��O�e�See / \�\� " / ' 23691 ±SQ FT seed the extent of the graded area immediately. r r �,
0.544±ACRES «� I \ .r � I�� , - Temporary Construction Entrance:
�m°�`� , If the construction entrance has not been replaced with a permanent road connection,
\ �� — (—� I / ) \ ( ( _ \ \\`\�\\ r / I ( � \\ / \\ — J / I / / / J / remove the stone and fabric. Dispose of all materials in approved facility. Do not bury
/<ti ( r/ \ — J s \ .. �;) \ / 4 / C— — \ �`�� ) I \ / / -- J 1 / / and/or dump on site. Return entrance area to natural grades using suitable, well compacted
21122±SQ FT < \ 1-= \ \ J 8 \ \\ \( 1 \ / / — / soils. Immediately mulch and seed all graded areas.
i—� \ 519 6±SQ FT \ ) I w 0.485±ACRES � � \� lr' ' C � —
� � 11.19 ±ACRES ) Jt / / n J /
,��— � �n/ � ti\� � l ) < <� l ) � � C \\ �\\ � �— / �� vim ^ /-4`^`-�� J�� V
20/ ,)y— '_ ` \ J I I 1 \ 3 - ��� W ( > < <1 \ //ram — ��`��'�
46496±SQ FT / ` —J ( O / .� f , °L�� \ / l�D> \��r \ �� / — — ��`� ✓ —
( - - �
1.067±ACRES� \ \ �,114±SQ FT / 1® �) f / \ ^ITT ( \ ` , � \ \\ \ /�/ + /%/ \\ - -
\ \ ±ACRES / / ( / — — / I `` o
J __.,) / >
'1 G r v \ 0
/ / / / ( ��' L� \ o /// �J`O��Gr J 1 i TYPICAL FOR ALL BASIN REMOVALS: / / / v / ` O
!,�\ 2G S \\ //// �Fi 5Q Remove baffles,skimmer,riprap stone,filter fabric,and silt
/ l �/ {/ f / / \� / •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 \J / / // // Cn V
Backfill basin to natural grades using suitable,well compacted S I / ( ( m// z
soils. Immediately mulch and seed all denuded areas.
TYPICAL FOR ALL SILT FENCE REMOVALS: ' T7 IJ [(10 ' ) I / ' I / f ) / ' l I / /r/r 00
Remove fabric,zip ties,support wire and posts. / \ / / \ �) \v( \ 1 / / / / / 1 /( ( ` \ \ / / j ` // z �' � (fl
Dispose of all materials in approved facility. Do / ( / ) 20123±SQ FT S /
/ Lot and/or dumpon site. Return trench to / 'l l \ �— \ 0.4 ±ACRES ) 1 I / I / S / I ( p / / �)I ® � J' / W E O O
natural grades. Mulch and seed the extent of the / \ ✓ / / \ `// / ) o , ) ^ �v o f CD I / / / v / I / ( J �J J // / Q LL
(L (� OCVO
graded area immediately. ,/ J / 1 1 1 ) I I I I I 1 L1 ( ( o / 14 1 / /� ` / = (0
C rr ) I ) ( f - J C1 ) 1 �o / I ( 1 I t d)
20026±SQ FT0 460±ACRES J 1 / I Z J / `J 1.4191±A Q S / ) / ) /J ` / l // i z
/ \ ( / ) I \\ / J J J cam/ l \ `— I = (n LL
\ \ 12)
I \ I J I 1 \\ 1 20099±SQ FT I
\ I IJ ^/ ( I _ 1 // y ha \ 0.461 ±ACRES J ) ) 1 \ / \ \ / /moo / / / �, CLIENT/PREPARED FOR:
23748 SQ FT //
✓ ` \ \ )\ I 11( I I \ 1 1 ` 1 / — — Jco / \ �� \ 1~ \ r ) — ( l / \ \ 0.545 CRIES
\ r� — — / i� ' — — —�� / ��` ._ ^ / / r— / C/O Domingo�Isasl
5 ( \ ) 1 �/ / , i / ��i / / SHEPPARD INC.
Od m \ 1 \ / 1 \
\\ ~�� / 1 J J ' � ) � f ( / �( ���/ I //J/ / / / 3989 Huddington Ct
/— Winston-Salem, NC 27106
1 ` �"'� �—/�— ' � ) \ I \ ✓ ( � (W ) / '� � � `. Z I / // / /J/,// / �/ ///r/ /// Ph. No.: 336-448-8040
\ � ,� I I I /NN
\ I I / / � .—_���i/ / / / / j / Email. [e-mail]
\ �\\ \\ Dt� D > R/W
20695±SQ FT 1 \ � 80391 ±SQ FT
1 I 0.475±ACRES \ C �� \_ �� � \ _ — � �_
/ v � ` 1.846 ±ACRES
20308±SQ FT
0.466±ACRES o —f/
/ —/IJS\ 1 J / // / a ( /r/ i / /J \ — ` ��f (// / //f// 1-1
y
l _ — TYPICAL FOR ALL TEMPORARY DIVERSION REMOVALS:
\ J C /— / / S � � l ) J ,u f yri r , TYPICAL FOR ALL TEMPORARY DIVERSION REMOVALS:
Return temporary diversions to natural grades. Mulch and \ / 1 ) / ) / / r J
c� / 15 / / �' �l� Return temporary diversions to natural grades. Mulch and
seed the extent of the graded area immediately. / / J / /
/ / /m , (. ° /seed the extent of the graded area immediately.
\ I 59262±SQ FT i , .. ,
_ / / / I 1.360±ACRES / G / / l/ J'��� / I / / / /// / // / / NC Grid - NAD83 2011
— � 1 �\ 0546±ACR23787±SQ F?, / PS _ / { f ) / J /l'/ �/ v— / / 1/
2023
46371 ±SQ FT 1 /\^ \ I/ // ) w ti( / / ) 1 } ( 5 f // J )/ /� -� / / // / l / // I 1 1/ / / // / // DRAWN BY:8 TBC/ATC
1.065±ACRES \ \ \r) / / / ) l / $� I ) / l f f f // /l/� l� / / / 11 1 /
JOB NO.: 23-201
< m
TD>> Tb T / o
'/ / L\ ) \ 1 I / /� / / �\ // //J/ l//l ///// /l/J / / // REVISIONS:
—. O F J //, — / / / `r / / /// / / 09.22.2023 Per IDT comments;Sheet added
\ \ 1 ► �ti �-� 6 fE�e»ientpe�D.6. I /ir - -/ C \\\ 1//Jf f\�/ �� ( L� l J / \ I I 1 /r / � ,_/ / // /// / //// / l / r /
Ce td on lope�99 in •14,53`� �r ~\ _ / �^ / /// / 1\\ \( / 7�r l I J ` / / / / /r+. /f / I / / / / / / /// //// r 01.12.2024 Renumbered sheets to add home building phase
J I \ \ e / _ J — ^ — I ( //I / 1 j)I )I ) / r r ` ( / J I / / O �`� / / / j / / /// / / J / 06.25.2024 Added TOB and buffers
r Q _ \ \ l / // // / / / 1
/ �- \ ,-\ I llI ) 1 �\l I - \� ` \ ) J / ,� � //// / /J // / �/ // / (//
- -) / // / ( \ IIIS ) \ I/ J 1 / / l / /
I I ► J / \ I / / / / ) ) I J) I Ill / ) \\ I 1 / r
( / � / 1 1
I I ► I I I / /
/
ti\`\1 / / // / / ) / / ) 1 \ 1 1 1 \ I
/ If/ /
„ _ ,
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