NCC232382_Site Plan or Location Map_20230922

Narrative Site Information:
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\ THE SEAGONDOLLAR PROPERTY 15 CURRENTLY VACANT/UNDEVELOPED LAND THAT 15 ZONED FOR- PARCEL ID NUMBER: g844-TH-4486 / %0
SINGLE-FAMILY RESIDENTIAL USE. PROPOSED IMPROVEMENTS INCLUDE CONSTRUCTION OF A SITE TOTAL ACREAGE=3.14t ACRES(136,824 S.F) ���/+/a.
\ SINGLE-FAMILY HOME,A PROPOSED SHOP,UTILITIES,AND ASSOCIATED DRIVEWAY. TOTAL DISTURBED AREA=0.48t ACRES(21,038 S.F.) �/i 0
CLEARING/DISTURBED LIMITS AS SHOWN ON THIS PLANA CD
. EX.IMPERVIOUS SURFACE AREA=0 S.F.(0%) obi
_ - —._ , •4 _ TOTAL NEW IMPERVIOUS SURFACE AREA=6,810 5.F.(5%) CIVIL ENGINEERS•SURVEPORS•LANDSCAPE ARCHITECTS
•SITE oo TOTAL NET NEW IMPERVIOUS SURFACE AREA=6,STO S.F.(5%)
o I NOTE:SITE INFORMATION,PROPERTY BOUNDARY, TOTAL PROPOSED OPEN SPACE TO LAND=95% 120 Club Oaks Ct.Suite 100
i w •
- - I \ SETBACKS,STREAM INFORMATION,AND UTILITIES WATERSHED: THIS SITE IS LOCATED WITHIN THE UPPER ENO WATERSHED Winston-Salem,NC 27104
rc S � 1 \ OBTAINED FROM PROPERTY SURVEY PROVIDED. EXISTING/PROPOSED ZONING: R-I(RESIDENTIAL) 336.765.1923
i LA w c� I \ , TOPOGRAPHIC INFORMATION SHOWN HAS BEEN
1 \ OBTAINED THROUGH AVAILABLE ORANGE COUNTY Erosion Control Notes WWW.MILLERLA.COM
•
HWY7n 1 \ GIS DATA INFORMATION.A TOPOGRAPHIC SURVEY
_
- \ \/ \\ - OF THIS PROPERTY HAS NOT BEEN ACQUIRED. I. MAINTENANCE: QUALIFIED PERSONNEL(PROVIDED BY GENERAL CONTRACTOR)SHALL INSPECT TURNING LAND INTO LANDMARKS
(• \ \ \ ' AT LEAST ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT 15 I
\ \ \ N \ • y _-16 INCH OR GREATER THE EROSION CONTROL STRUCTURES INSTALLED. GENERAL CONTRACTOR
\
\ / \ c,M (G.C.)SHALL INSPECT OVERALL PERFORMANCE OF EROSION AND SEDIMENT CONTROL
-, \ \ \ FACILITIES AND AREAS DOWNSTREAM. IF SILT 15 APPARENT DOWNSTREAM FROM STRUCTURES,
• • \ \ NOTE:TOTAL DISTURBED AREA IS THE SUM OF SOME FAILURE HAS OCCURRED. IF SEDIMENT IS OBSERVED DOWNSTREAM,TAKE CORRECTIVE
-- _ \ p \--,
\ \ - THE AREA WITHIN THE DISTURBED LIMITS A5 MEASURES A5 NEGE55ARY. FOR MAINTENANCE OF INDIVIDUAL EROSION CONTROL STRUCTURES, �M
5/-`-I-`? \ r \ \/ \ SHOWN ON THIS DRAWING. SEE APPLICABLE DETAIL. PGYq
\ \ \ /\ \ \\ I. 2. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED AS PER THE NCDENR STABILIZATIONv.
north �,' CHART ON THIS SHEET. gC
\ \ \ \ at- _ 3. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND 15 I
\ 0 \ JE i, MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
VICINITY MAP d \ \ \ 21H.044'25 E , 4. PERMANENT GROUNDCOVER MUST BE INSTALLED FOR ALL DISTURBED AREAS WITHIN 30 Q
• \ \ \ WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
(NOT TO SCALE) ' \ \ / I \ \ 5. G.G.15 RESPONSIBLE FOR ALL EROSION CONTROL PRACTICES REQUIRED TO MINIMIZE EFFECTS = ••
\ / \ \ \ y ON ADJACENT PROPERTIES. 1-11-25
\ \ . - ... t. - T - 6. G.G.I5 RESPONSIBLE FOR COMPLYING WITH ALL COUNTY/CITY AND STATE EROSION CONTROL .CAR
\ \ - - REQUIREMENTS. 'ptH E Aa 04"t,
\ \ \ \ \ T. ANY BORROW OR WASTE MUST BE TO AND FROM PERMITTED SITES. IF THE BORROW IS TO BE ?O � `h'��9'`9
- \ \ / \ - \ OBTAINED FROM A SITE THAT 15 NOT PERMITTED FOR LAND DISTURBANCE OR THE WASTE 15 TO _`tr� \5\*'
"I \ \ / \ \ \ \ BE DUMPED AT A SITE NOT APPROVED FOR LAND DISTURBANCE,THE G.G.IS RESPONSIBLE FOR �!W G100 $ '
41
.. . .. . ..
U
\ \ / \\ \ \ \ OBTAINING A PERMIT FOR LAND DISTURBING ACTIVITY AT THAT SITE. ip. 4,,4
N THE
\ \\ ` \ \ \ \ \\ Mo60WAN CREEK 8 PROPERTY. ROUNDOWNER 15 BLE FOR COVER MUST BE MAINTAINED LONG TO A DEGREE THATM MAINTENANCE OF THE PREVENTS UND REVEN COVER SOIL EROSION -\U GN Gp•r
\ \/ \ \ \ / AND SEDIMENTATION AT ALL TIMES.ACCEPTANCE AND APPROVAL OF THIS PLAN IS „w-"°•
\\ /� \ \ \ / CONDITIONED UPON THE PROPERTY OWNER(5)COMPLIANCE WITH FEDERAL AND STATE WATER
/ A QUALITY LAWS,REGULATIONS,AND RULES.IN ADDITION,LOCAL TOWN OR COUNTY ORDINANCES
\\ \\ / \ \\ \�\ � \\ OR RIULES MAY ALSO APPLY TO THIS LAND-DISTURBING ACTIVITY.THIS APPROVAL DOES NOT
\ \ / \ \ \ \ ' • SUPERSEDE ANY OTHER PERMIT OR APPROVAL.
P. CUT SLOPES SHALL BE A MAXIMUM OF 2:1 UNLESS OTHERWISE SHOWN. FILL SLOPES SHALL BE A
\ \ \\ \ u. \ / MAXIMUM OF 2:1 UNLESS OTHERWISE SHOWN.
\\ \ \\ \ \ d \\ / 10. FOR EROSION CONTROL DETAILS AND SEEDING SPECIFICATIONS SEE DETAIL SHEET C.2.
/ \ \\ \\ \ \ \\\ \\ , � ' • -.1 EC Maintenance Plan
.v / v v v v -
/\ \ \ \ \� I. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND FUNCTION 1�
\ \/ \ \ \ - A \ / EACH WEEK AND FOLLOWING EACH RAINFALL EVENT. (�•1�>
\ \ \ \ �p / • 2.REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME HAS REACHED
\ / / A \ 20'SANITARY SEWER \ L. ' / - - •'A 50%CAPACITY.
\ \ \ EASEMENT 10'EITHER SIDE\ \ \ pm N / - 3.REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN DEPTH ri
\ / / \ \ OF CENTERLINE N \ t� \\_ I EXCEEDS APPROXIMATELY 0.5'. REPAIR AND REPLACE SILT FENCE AS NECESSARY. •r-4
\ / \ \ \ \ \ @ 4.SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CONSTRUCTION �{
\ / \ \ \ \ \ 7 - INCLUDING"CLEAN"WATER DIVERSION BERMS. RE-GRADE/REPAIR BERMS AS REQUIRED. `� Cd
/\ \ \ \ \ l(. 5.CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIONS (T� �I
\ / \ \ \ \ \\ I a, IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES STORMWATER DISCHARGE F=L� •
SHEET FLOW OF STORMKATER \x \ \ \ /f \ \ \ fit I PERMIT FOR CONSTRUCTION ACTIVITIES. r~-1
THROUGH UNDISTURBE ODED / / \ \ \\ - \ \\\ Construction Sequence (Q� +' O
AREAS(TYP) V / �V A A 0 V AV A - `-' Ct
\\ \ \\ \SS \ \ \ \ I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM ORANGE COUNTY. ;-, Z...)
N / / \ \ \ - 2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE-CONSTRUCTION CONFERENCE AND INSPECTION
/ LOT-3\\ SCHEDULE.
\\ \ \\ \\ \ II S 30°24'25"E SELF INSPECTION EFFECTIVE OCTOBER I,2010,PERSONS CONDUCTING LAND-DISTURBING ACTIVITIES,LARGER /'�'�
/ \ / \ \ \\ \ \ \\ 241.46' I THAN ONE(I)ACRE,MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT,AND DOCUMENT THE `=V "54 F�••I
/ \ \ \ \- \ \ • \ INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM NGDEQ. Il _ J O
\ \ \ / THE PHASES ARE AS FOLLOWS: II .r
0/Y �\ \\ \ \ \ \� / S• TOP •
OF GREE BANK(TYP) .�
y / \ / \ 1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. O /1\
LOT-4 6 EX.4,0DED AREA TO \ / • \ 1 2. CLEARING AND GRABBING OF EXISTING GROUND COVER �L/
\ \ \ \ 5. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS. ''�j
!(�/ / \ REMAIN UNDISTURBED /• \ 4. INSTALLATION OF STORM DRAINAGE FACILITIES. w M �.I
(� \ \ \ / \ 1 5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT. Imo ?•I
�"/ / \ \ \ \ \ / 6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. Cd
\\ m�y� / \\\ \\ \ \\ ,/•/• `\ \\ \ 3. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS FOLLOWS: O w
\ \ \ \ / \ A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
\ \ B. TEMPORARY SEDIMENT BASINS.FOR SITES OVER ONE(I)ACRE,OUTLET STRUCTURES W/SKIMMERS THAT W
2 / \ g \ \ /' \ \ + ONLY WITHDRAW WATER FROM THE SURFACE OF THE BASIN,SHALL BE UTILILIZED. NO SEDIMENT TRAPS
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INSTALL PROPOSED CONCRETE / \ \ \ \\'/ /• \ OR ROCK DAMS ALLOWED.
WASHOUT PIT IN THIS AREA,SEE / / \ Y \�� \ \ G. TEMPORARY DIVERSION BERMS
\ /— \ \\�/ \ I
\ I D. TEMPORARY SILT FENCING n 1
\ NGDEQ DETAIL,SHEET GL2 / �' \ / ¢V. \ \ VI
�\"" \ SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES(INCLUDING"GLEAN" WATER DIVERSION)UPON T/'1
\ �i / \ \ \ \ \ COMPLETION OF CONSTRUCTION.SEE GROUND STABILIZATION CRITERIA ON THIS SHEET FOR MORE INFORMATION. �/1
• js '\
\ / iS<C `\ • Q�/ \\ \\ FLOOD PLAIN\ \\ 4. BEGIN GLEARIN6 GRUBBING,AND STRIPPING OF SITE AS REQUIRED.EARTHEN MATERIAL STOCKPILES ON-SITE
\ /vfti \ (SCALED) FOR LATER DISTRI&1TION AND/OR REMOVAL,AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND
\ PROPOSED(APPROX.) / \J \ O /\ N\ \ ♦ A. - • DEMOLITION DEBRIS,CONSTRUCTION AND DOMESTIC WASTE,AND HAZARDOUS OR TOXIC WASTE SHALL BE
45'x 50'GRAVEL (/ SHOP •
\ \ /n_Q \\ \ LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS RUNLESS IT CAN BE
DRIVE PARKING AREA 30'X45' \ \ TO./ \ \ \ \ ���� / SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE),AND WITHIN AREAS PROTECTED BY
\ /.. �I \ /\�/ Q/ \\ \\\ \\ \ / EROSION CANTROL MEASURES.
\ / I \\ / / \ \\\ \ 14t4t4*4)te\
A \ \ 5. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE MAINTENANCE PLAN.
/• \ �\ \ \ N \ INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED.
\ E. • b. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES.STORM PIPING SHALL BE INSTALLED TO THE POINT WHERE IT
/ // \ \ \ \ \ \ \ \ ` \ \ ENTERS EACH DEVICE.CAMPLETION OF PIPING WILL ONLY BE ALLOI^ED ONCE TIE SITE HAS BEEN DEEMED Date: IT JA 4 2023
/ \ [e-mail] AREA TO\ \ \ \
/ \\� I / \ Ie.EMAN UNDISTURBED \ l \ STABLE BY THE EROSION CONTROL INSPECTOR.INSTALL PROTECTION AROUND ALL INLETS AS STORM DRAIN For Permitting
\ PROPOSED(APPROX.)10'x / // y /•/• \ \ \ \ \\ i I \ SYSTEM IS INSTALLED. I
ITC'GRAVEL DRIVE /� // \ NI \/\ \ \ © 1. PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE(AT APPROXIMATELY 45 DAYS PRIOR TO Revisions:
\ / / - N 1 / / ` \ /\ \ \ \ \ DEMOBILIZATION),THE FINANCIALLY RESPONSIBLE PARK(OR THEIR DESIGNEE)WILL NOTIFY THE DESIGNATED - _
j \ F \ APPROX. 0'x 30p'SEWER / \ \ \ EROSION CONTROL INSPECTOR OF THEIR ANTICIPATED DATE TO LEAVE THE SITE. AN ON-SITE INSPECTION WILL
/ /�� Ili
/ / \\ LINE DISTURBED AREA / / /\i / \ \ \\ BE CONDUCTED PRIOR TO THE LEAVE DATE BY THE DESIGNATED EROSION CONTROL INSPECTOR TO MAKE
\ --- " --- • 1 / / I\ \„A-- \ \ CERTAIN ALL ACTION ITEMS HAVE BEEN ADDRESSED BY THE CONTRACTOR.
\ / /\ \ \\ \ \ LOT-I 8. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER
LOT-SA \ / // ‘J / \/ \ m�•/• \\ / / \\ i/ \\ \\ \ \ ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.REMOVE EROSION CONTROL MEASURES ONLY AFTER
• FINAL INSPECTION AND APPROVAL BY INSPECTOR.
/ \ \ .---1 \ \ \ - I. AFTER SUBSTANTIAL COMPLETION OWNER SHALL BE RESPONSIBLE FOR LONG TERM MAINTENANCE OF GROUND
• •/ /4 A AN A ) ISO'STREAM BUFFER COVER,
HOUSE .-\----
---- V \ A
/ // I 11 42'x64' I / \ �, SETBACK PER SURVEY \ \\\ \\
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2
IP / / ` -6`2\„ 51 \ I \ `\\ I; - - Legend Detail Key
II__ I ,�� 5 \ \ I _ Drawn PP
EX.6RAWEL DRIVE // I /" /b° \ \ \\ I J - J - --1W-- EXISTING CONTOUR
F.
Chec
/. I I ..j / /" \\\ \ \\ \ \ '. r 0 ENTTRANCENST. PFOJect ked4• By GSM
\ / /F �F \ \\ \S \\` ---__-_ —°—— LIMITS OF DISTURBANCE r- V TEMP.SEEDING
/: L
^/ - i - - GRADING WITHINIDISTURBED AREA \\ ---- PROPERTY LINE —SF- ©SILT FENCE
WILL BE KEPT T6 THE MINIMUM �T Sheet Title
NEEDED TO INSTALL THE GRAVEL \ NGDENR— NEW STABILIZATION TIMEFRAME CHARTAk
N 01°52'; E I \ DRAINAGE ARROW PERM.SEEDING
gT.Oq. DRIVE AND CONSTRUCT THE \ '� EROSION
RESIDENTIAL HOI�1E \ SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS ©GRAVEL OUTLET
\ •
if / / - SILT FENCE(TYP) '� CONTROL ELAN
• I LIMITS OF DISTURBANCEI
MT) PERIMETER DIKES,SHALES,DITCHES AND SLOPES T DAYS NONE
/ -- P) HIGH QUALITY WATER(HOW)ZONES T DAYS NONE
TEMPORARY CONSTRUCTION ENTRANCE,MIN. SLOPES STEEPER THAN 3:1 1 DAYS IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2 I,
EIP 50'x 15'. G.C.TO KEEP CONSTRUCTION LOT-2
ENTRANCE AREA CLEAN OF MUD/ROCK AND 4 DAYS ARE ALLOWED
LOT-5B - DEBRIS AT ALL TIMES C11 Giai
1 1
• SLOPES 5.1 OR FLATTER 14 DAYS T DAYS FOR SLOPES GREATER THAN 50'IN LENGTH Sheet 1 • 1 of 2
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT PERIMETERS AND HDW ZONES scale: I"=30' north