NCC222451_Site Plan or Location Map_20220708

DocuSign Envelope ID: BDB28A14-4F8E-4464-97F6-AO5DF150502D
TEMPORARY SEEDING SCHEDULE
(TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF 15 WORKING DAYS)
SEEDING DATES: DECEMBER 1 THRU APRIL 15
SEEDING MIXTURE: SPECIES RATE RATE (LBS/AC)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
750 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING DATES: APRIL 15 - AUGUST 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
GERMAN MILLET 40
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
750 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING DATES: AUGUST 15 THRU DECEMBER 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
RYE (GRAIN)
120
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
1,000 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REPAIR AND REFERTLIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LBS/AC OF NITROGEN IN
MARCH.IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBS/AC KOBE IN LATE
FEBRUARY OR EARLY MARCH
TEMPORARY SEEDBED PREPARATION
1. A GOOD SEEDBED IS WELL PULVERIZED, LOOSE, AND UNIFORM.
2.UMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOW, AN
APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 - 1.5 TONS/ACRE ON FINE TEXTURED SOILS AND
2-3 TONS/ACRE ON COARSE TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND
INCORPORATE INTO THE TOP 4-6 INCHES OF THE SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED.
3.FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE APPLY A 10-10-10 GRADE
FERTILIZER AT 70D - 1000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF
IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE
APPLICATION.
4.SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL
ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO
BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER
SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. SEE
OTHER REQUIREMENTS FOR SURFACE ROUGHENING ON THIS SHEET.
EROSION CONTROL CONSTRUCTION SEQUENCE AND NOTES
1. OBTAIN A LAND DISTURBING PERMIT FROM SCOTT REAMS AT
919-868-4986.
2.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE,
SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED
PLAN. CLEAR ONLY AS NECESSARY TO
INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS
IMMEDIATELY AFTER CONSTRUCTION.
3. CALL ENVIRONMENTAL CONSULTANT, SCOTT REAMS AT 919-868-4986, FOR
AN ONSITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A
CERTIFICATE OF COMPLIANCE.
4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH
GRADE SITE.
5.INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND
GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES
AS SHOWN ON THE PLAN.
BEGIN CONSTRUCTION, BUILDING, ETC.
6.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH
VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED
AREAS PER GROUND STABILIZATION TIME FRAMES.
7.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL ENVIRONMENTAL CONSULTANT, SCOTT REAMS AT
919-868-4986 FOR AN INSPECTION.
8.I1' SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE,
SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE
AREAS. ALL REMAINING PERMANENT
EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATERS, SHOULD NOW
BE INSTALLED.
9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION
BY THE ENVIRONMENTAL CONSULTANT, SCOTT REAMS AT 919-868-4986.
OBTAIN A CERTIFICATE OF COMPLETION.
EROSION CONTROL MEASURES SELF INSPECTION
1. THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER, OR THEIR AGENT SHALL CONDUCT INSPECTIONS OF ALL EROSION
CONTROL DEVICES AND PRACTICES IN ACCORDANCE WITH NCDENR DIVISION OF LAND RESOURCES REQUIREMENTS
FOR SELF INSPECTION.
2. A SELF INSPECTION SHALL BE PERFORMED AFTER EACH PHASE OF THE APPROVED SEDIMENT AND EROSION CONTROL
PLAN IS COMPLETE. THIS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING:
2.1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2.2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
2.3, COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
2.4.INSTALLA11ON OF STORM DRAINAGE FACILITIES.
2.5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT
2.6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
3. PERSON PERFORMING INSPECTION MAY USE THE STANDARD FORM PROVIDED BY NCDENR DIVISION OF LAND
RESOURCES OR MAY MARK UP A SINGLE COPY OF THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. ANY
DOCUMENTATION OF THE SELF INSPECTIONS SHALL BE MAINTAINED ON -SITE AND MADE AVAILABLE TO THE EROSION
CONTROL INSPECTOR.
4. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. AS OF AUGUST 1, 2013 THE
SELF -INSPECTION PROGRAM WAS COMBINED WITH THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE
INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE
APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 46.0131. A
COMBINED SELF -INSPECTION / SELF -MONITORING FORM IS AVAILABLE AT THE FOLLOWING WEB ADDRESS:
HTTP: //PORTAL. N CDENR. ORG/WEB/LR/EROSION .IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE
CONTACT THE
LAND QUALITY SECTION AT [phone].
N
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EROISON PLAN
LOTS 89 109 119 139
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BARTON'S CREEK TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
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CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST, N.C., 27587, [phone]
VICINITY MAP
EROSION AND SEDIMENT CONTROL
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation & Erosion Control
919-856-7400
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SOIL AND EROSION PLAN FOR
LOTS 8, 10, I f, 13, 16, & 17
NORWOOD RIDGE SUBDIVISION
OWNER: BLUE HERON HOMES
NORWOOD RIDGE DRIVE
CANYON CREST COURT
D.B. 18575, PAGE 1986
B.M. 2022, PAGE 608
BARTON'S CREEK TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
APRIL 9, 2022
REVISED JUNE 29, 2022
60 30 0 60 120
SCALE 1 0=60'
SHEET 1 OF 3

DocuSign Envelope ID: BDB28A14-4F8E-4464-97F6-AO5DF150502D
CONSTRUCTION SEQUENCE
1.OBTAIN A LAND DISTURBING PERMIT.
2.SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCG010000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT.
Q Az /.
�' I` 1' / 3.INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES.
4. CONSTRUCTION ENTRANCES SHALL BE LOCATED WHERE DRIVEWAYS WILL BE LOCATED. SILT FENCE SHALL BE INSTALLED ALONG PERIMETER OF EACH INDIVIDUAL LOT AS SHOWN ON PLAN,
ENSURING TO REMAIN OUTSIDE OF WETLANDS AND BUFFERS.
5. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY.
�X \ \ \ 6. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
6.1 STABILIZE ANY AND ALL BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
\� O O a�O / \ 1 % a \ \ 6.2 STABILIZE ANY AND ALL DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING.
V' ' `� \\L —\ V FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS.
!- SILT FENCE \ ` 320' �` ,` 6.3 PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN
OUTLET WITH - \ 0 \ \ 6.4 (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
/ HORSESHOE `\`,
PROTECTION `� () 6.5 ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR
\ \ �`,`,`� `� \ \
t.',` PRIOR TO FINAL INSPECTION.
q� _ '```` 7.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION,
\, ` , P \ —
\.\ \ OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES.
J / CONSTRUCTION 0 , , \� \, `SIFT FENC�'
v - ENTRANCE , ,
\OUTLET WITH _ . ` ; \ ` , `, , ; ,` \ \ / 8, MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY
HORSESHOE ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS.
PROT CTION ` ,` �, , `, \ .\ OPEN SPACE
1 \, 9. ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A CERTIFICATE OF COMPLETION.
�;; ' ` - 110,077 sq.ft:'.\'•, ' `;,%�;;%
%2.527 AC,. 1, \'`; \ V.
1 \ PROPOSED DISTURBED
'AREA S.F. %�` SILT FENCE \1•\
In
IN
%`, ` • i�r \
�% FENCE SILT �NCE\ ` ` TS ab / �/ / /`20' DRAINAGE
\ EASEMENT
` /! OUTLET WITH
12 HORSESHOE , ' ; op " —
` ^ ` PROTECTION , , 11000,
\ , ' , , ; �, /
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�4j• 20' DRAINAGE
` & ACQESS,EASEMENT\�
', 11 `, I' w 'SILT EIS E I' ��n�'► \_, ; . /� / /
\ N, OUTLET WITH -
/ `, SILT FENCE , �, HORSESHOE �� _ �.S2 / _/ • i
71,941 sq.ft. w OUTLET WITH ,\ .' I.' PROTECTION. .I'''
HORSESHOE
s: P` 1,652 , AC. , o. PROTECTION ' w , , �, I,,'S,o� ' //1' ?- - - - - - - OPEN SPACE
%
\ OONSTRUCDON ` PROPOSED DISTURBED ' ' ` / fi '\ , _ - - - -�\ y '
ENT�tANOE �, AREA S.F. ' �' ' , i4o i / - - - - _ - - - - - -
%t��y -
,, `, ', SILT FENCE ' ' ' I, ` ; ' ',', \ , / SETBACK
` OUTLET WITH 4 , II �' ' , �' ' SILT FENCE
` a- HORSESHOE SILT NC `� ' ' , OUTLET WITH _ - - -
P�OTECTION `\ OUTLET WITH <o , I y� - - ' \ - SILT FENCE
_ HORSESHOE \ ,� HORSESHOE
CAN \� PROTECTION , - _ _ -OUTLET WITH
oA , `57 PRpTF�CTION_ _� , , /` HORSESHOE
'v CREST
URT 5
`167.9b'
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%
VA TE R/w ° ` HQR3E1 WI)H 30 WATER SUPPLY ; �'' ��� '
p� , SILT FENCE ', '\\7
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1'� PRO HOE ATERSI�ED BUFFER. �� ' g / I
OUTLET WITH �CT/pN ,
`, HORSESHOE , . ` ` , , , i ,1� ' ,' / / , ,, ,' \�,' i N - ( O / /� I I I i•\
N PROTECTION, PROPOSED DISTURBED, , , , - L
AREA-35,413 S.F. � , ( f SILT FENCE ,'�`'
ok
20X30 �;, ' ' ' , ' , OUTLET WITH �`\'' v
% n CONSTRUCTION ��
6'�y g `N' `' �' ' HORSESHOE �\'
I \ \ ENTRANCE PROTECTION
\ 20X30 ,
ONSTR�J CTION , 2' , \ t, g
,ENTRANCE i W 1 i i ; \\�%\� `\v\ `, 91,569 sq.ft. i i ` ''�''' s,,' ''�1� ' ' 0, / \ \ I •I\ \
' I ' I' I ' ' \ \ `` 4 \ 2 102 AC. ' ,'' / / /' ''' ''' '' 20' UTILITY '' ' l ` , \
�, \ SILT FENCE - I \
/ ' J 9 9 \
\ <d . .' ' OUTLET WITH w� / �2.
\ , / &ACCESS EASEMENT {� 09' \
, i i , ` , / HORSESHOE / , ' ,' ' ,
' ' ' ' ' Y PROTECTION
io \`%
I 43 041 S f,CN I o / SILT FENCE ? ` \ 74
y`' OUTLET WITH 7► `�'I,I`.` `
0.988 AC.,' 20' UTILITY HORSESHOE `
&ACCESS EASEMENT \, ' ', ' % 3.` ' / ; ! ' ' _ ,ry , PROTECTION LI
N \` E�\ `� 1 ,,` / , / / / / Mh ,,/�' /, /\O, `'%,`` SILT FENCE11 '
SILT FENCE PROPOSED DI TURB D OUTLET WITH 'I`
OUTLET WITH AREA-'36,00 S.F� ; , ^0 i `\ ` �a,, ; ; ; ; ' , //' 9 \y`%' HORSESHOE J I
HORSESHOE'
PROTECTION ' I •I sO
PROTECTION ; '' \ \ �`'��'�,�' % / OUTLET WITH 6' \� I 30' PERIMETER
SILT CE
_ ,
HORSESHOE \y `�G I `BUILDING SETBACK — — —
PROTECTION; ��Q °
\ I /
\, \ ` ` / ,' / I , , °> I ;r ZVONIMIR ORDANIC & KAREN H. ORDANIC
L D.B. 2474, PAGE 698
/' O ill I I ` B.M. 2021, PG. 1088
' 196. - - — \` ` ` j // I i` l °' I, I Fq PIN# 1709.01-26-5825
76' _ \ "� SILT FENCE �r J`�
` v ; OUTLET WITH '�\ 'I, `
/%
N/F
BARBARA B. VINSON
D.B. 4494, PAGE 559
B.M. 1972, PAGE 346
PIN# 1709.01-16-3576
HORSESHOE
PROTECTION
,`
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60.
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I 25' TREE &VEGETATION 374.97
`�
/
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N/F
PROTECTION ZONE
`�
0. FENTON IV WELLS
O
& JOCELYN G. WELLS
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D.B. 15402, PAGE 1311
N/F
B.M. 1972, PAGE 346
PIN# 1709.01-16-7533
I
/ G. THOMAS
LOUISE W. WELLS
I
D.B. 12567, PAGE 237
/
PIN# 1709.01-26-4595
N/F
I MALCOLM C. ROBERTS
/
D.B. 3564, PAGE 370
I B.M. 1972, PAGE 346
PIN# 1709.01-26-0499
I
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/
/
/
/
SITE
DATA TABLE
ZONING DISTRICT
R-80W
RIVER BASIN
NEUSE
COUNTY WATERSHED
HORSE CREEK
WATERBODY INDEX
27-16- 1
LOT NUMBER
LATITUDE LONGITUDE
8
35.938848-78.657476
10
35.938856-78.656049
11
35.939447-78.656306
13
35.939968-78.656510
16
35.941115-78.654676
17
35.941610-78.654611
N
Other Agency Approvals/Enforcement: Wake County's approval
of this plan does not supersede any other
required approvals or permits. See Wake County Unified
Development Ordinance (UDO) 1-18-6 References to
Other Regulations and 1-19-1 Conflict with State or Federal
Regulations and 10-30-3 (H)
10-20-1 MINIMUM STANDARDS -ALL SOIL EROSION AND SEDIMENTATION CONTROL PLANS AND MEASURES MUST CONFORM TO THEM IN I MUM
APPLICABLE STANDARDS SPECIFIED IN NORTH CAROLINA'S EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND THE WAKE
COUNTY SEDIMENTATION AND EROSION CONTROL PLAN REVIEW MANUAL. EROSION CONTROL DEVICES MUST BE INSTALLED TO PREVENT ANY
OFFSITE SEDIMENTATION FOR ANY CONSTRUCTION SITE REGARDLESS OF THE SIZE OF THE LAND DISTURBANCE.
SENATE BILL 1020; "SECTION 3.(H) ADDITIONAL STANDARDS FOR LAND-DISTURBINGACTIVITIES IN THE WATER SUPPLY WATERSHED":
A. EROSION AND SEDIMENTATION CONTROL MEASURES, STRUCTURES, AND DEVICES SHALL BE PLANNED, DESIGNED, AND CONSTRUCTED TO
PROVIDE PROTECTION FROM THE RUNOFF OF THE 25-YEAR STORM
B. SEDIMENT BASINS SHALL BE PLANNED, DESIGNED, AND CONSTRUCTED SO THAT THE BASIN WILL HAVE A SETTLING EFFICIENCY OF AT LEAST
SEVENTY PERCENT (70%) FOR THE 40-MICRON SIZE SOIL PARTICLE TRANSPORTED INTO THE BASIN BY THE RUNOFF OF THE TWO-YEAR STORM THAT
PRODUCES THE MAXIMUM PEAK RATE OF RUNOFF
C. NEWLY CONSTRUCTED OPEN CHANNELS SHALL BE PLANNED, DESIGNED, AND CONSTRUCTED WITH SIDE SLOPES NO STEEPER THAN TWO
HORIZONTAL TO ONE VERTICAL IF A VEGETATIVE COVER IS USED FOR STABILIZATION UNLESS SOIL CONDITIONS PERMIT STEEPER SLOPES OR WHERE
THE SLOPES ARE STABILIZED BY USING MECHANICAL DEVICES, STRUCTURAL DEVICES, OR OTHER ACCEPTABLE DITCH LINERS.
CAWTHORNE, MOSS & PANCIERA, P.C.
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O CONSTRUCTION
/ ENTRANCE
SILT FENCE
O OUTLET WITH
HORSESHOE
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ISILT FENCE
OUTLET WITH
HORSESHOE
PROTECTION
OPEN SPACE
I ,
III
11 �
25' TREE & VEGETATION
PROTECTION ZONE
I '
' I N/F
ROBERT T. SMALLWOOD
& LISA J. SMALLWOOD
' , I D.B. 14392, PAGE 468
I'I ' B.M. 1970, PAGE 92
'I I PIN# 1709.01-27-5996
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II„
30' PERIMETER
BUILDING SETBACK
N/F
ALLEN D. GREENE
& JAMIE M. GREENE
D.B. 16036, PAGE 1975
B.M. 1970, PAGE 92
PIN# 1709.01-27-5775
SITE
NORWOOD
kF
VICINITY MAP
LINE TYPE LEGEND
PROPERTY LINE
— RIGHT-OF-WAY
— — — — — — — DISTURBED AREA
SILT FENCE
® SILT FENCE OUTLET
TREE PROTECTION
_ N/F
- PAUL HIBBETT
93 7�j� & PAMELA HIBBETT
D.B. 15547, PAGE 2116
B.M. 1970, PAGE 92
PIN# 1709.01-27-5564
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3200411
SOIL AND EROSION PLAN FOR
LOTS 8, 10, 11, 13, 16 & 17
NORWOOD RIDGE SUBDIVISION
OWNER: EVAN STIEGEL
& MANJULA NAGARAJA
OWNER: BLUE HERON HOMES
OWNER: ARCATERRA LAND LLC
NORWOOD RIDGE DRIVE
CANYON CREST COURT
D.B. 18575, PAGE 1986
B.M. 2022, PAGE 608
BARTON'S CREEK TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
APRIL 9, 2022
REVISED JUNE 29, 2022
60 30 0 60 120
SCALE 1 "=60'
SHEET 2 OF 3