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PRELIMINARY PLANS
FOR REVIEW ONLY
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DESIGNER
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919.828.1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
D
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
SI TE DATA
CITY OF RALEIGH
CLH DESIGN, PA
TRACKING NUMBER.
557021
PROJECT
CONN ELEMENTARY SCHOOL
OWNER CONTACT.•
WAKE COUNTY BOARD OF EDUCATION
MARCELLA RORIE
WAKE CO. PUBLIC SCHOOL SYSTEM
1429 ROCK QUARRY ROAD SUITE 116
PROJECT ADDRESS.
RALEIGH, NC 27610
PIN.
PHONE. ° 919-588-3592
DESIGNER.
CLH DESIGN, PA
DESIGNER CONTACT
RENEE PFEIFER
REGENCY PARK
400 REGENCY FOREST DR., SUITE 120
CARY, NC 27518
PHONE: [phone]
FAX. • 919-319-7516
PROJECT ADDRESS.
1220 BROOKSIDE DRIVE, RALEIGH, NC
PIN.
1714148810
DEED BOOK AND PAGE.
DB 013625 PG 01724
CURRENT ZONING.
R-10
EXISTING USE:
ELEMENTARY SCHOOL
PROPOSED USE.
ELEMENTARY SCHOOL
TRACT AREA:
16.37 ACRES
EXISTING BUILDING TO REMAIN GROSS FLOOR AREA: 0 SF
PROPOSED GROSS FLOOR AREA: 113,390 GFA
TOTAL GROSS FLOOR AREA:
113,390 SF
PROPOSED MAX. BUILDING HEIGHT. 44' (ADDITIONAL 4' PARAPET)
PROPOSED VEHICULAR
SURFACE AREA:
99,752 SF (2.29 ACRES)
EXISTING IMPERVIOUS AREA
175,547 SF (4.03 ACRES)
NEW ADDED IMPERVIOUS AREA: 49,658 SF (1.14 ACRES)
TOTAL BUILDOUT IMPERVIOUS AREA: 225,205 SF (5.17 ACRES)
DISTURBED AREA:
13 ACRES
FLOOR AREA RATIO:
15.88Y.
BUILDING LOT COVERAGE.°
9.53X
PARKING REQUIREMENTS.°
PARKING CODE. 1 SP / 5 SEATS IN THE MAIN ASSEMBLY AREA.
EXISTING BUILDING.
EXISTING PARKING:
EXISTING MAIN ASSEMBLY TOTAL SEATS:
REQ'D PARKING:
PROPOSED BUILDING:
ELEMENTARY SCHOOL
MAIN ASSEMBLY TOTAL SEATS.
TOTAL SPACES REQ'D:
TOTAL SPACES PROVIDED:
TOTAL H/C SPACES REQ'D:
TOTAL H/C SPACES PROVIDED:
BICYCLE PARKING REQUIREMENTS:
ELEMENTARY SCHOOL
84 SPACES
275 SEATS (DINING ROOM & PHYS. ED.)
55 SPACES
604 SEATS (DINING ROOM & PHYS. ED.)
121 SPACES
122 SPACES
5 (WITH 1 BEING VAN ACCESSIBLE)
7 (WITH 2 BEING VAN ACCESSIBLE)
BIKE STANDARDS. ° SHORT TERM- 1 SP PER 2 CLASSROOMS
LONG TERM- 3 SP PER CLASSROOM
BIKE SPACES REQ'D: 133 SPACES OR 30 SPACES MAX. (PER COD SECTION Z1.8.A.)
BIKE SPACES PROVIDED: 30 SPACES, 15 RACKS
NOTES.
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH
AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
2. DESIGNER HAS REVIEWED AND IS COMPLIANCE WITH THE REQUIREMENTS SET FORTH
IN THE SOLIDS WASTE DESIGN MANUAL.
3. THE PROPOSED DEVELOPMENT PLANS TO USE THE CITY OF RALEIGH SOLID WASTE
SERVICES (SWS) TO HANDLE THEIR TRASH NEEDS
80 0
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SEALS
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
DESIGNER
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919.828.1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
D
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
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DESIGNER
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C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919.828.1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
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Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS OTHERWISE SHOWN.
J. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
6. ALL FACE OF RADIUS' ARE 4 FT UNLESS OTHERWISE SHOWN.
7. ALL PARKING SPACES SHALL BE 8.5' WIDE X 18 FT DEEP MIN.
& (AC) DENOTES ACCESSIBLE PARKING SPACE.
9. (VAC) DENOTES VAN ACCESSIBLE PARKING SPACE.
10. ANY AND ALL LANDSCAPING, EXISTING TREES OR SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR
CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
11. CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAYS MINIMUM
PRIOR TO INSTALLATION.
12. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0Y.
13. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER NOTIFIES
CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR RIGHTS-OF-WAY.
14. WITHIN THE AREA OF THE SIGHT TRIANGLE, THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING WALL,
FENCE, SIGN, FOLIAGE, BERMS, OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24" AND 8' ABOVE THE CURB LINE
ELEVATION OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS.
15. MINIMUM CORNER CLEARANCE FROM CURB LINE OF INTERSECTION STREETS SHALL BE AT LEAST 20' FROM THE POINT OF
TANGENCY.
=Y NOTES
A 24" CURB & GUTTER, SEE DETAIL SHEET C07.04.
B 30" CURB & GUTTER, SEE DETAIL SHEET C0704.
C CONCRETE PAVEMENT, SEE DETAIL SHEET C07.04. D
D 'HEAVY' DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C07.04.
E 'LIGHT' DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C07.04.
F TRANSITION FROM 24" CURB & GUTTER TO 30" CURB & GUTTER.
G STANDARD CURB & GUTTER TERMINUS, SEE DETAIL SHEET C07.05.
" SIEWALK FLUSH WITH PAVEMENT, SEE DETAIL SHEET C07.04.
I CONCRETE SIDEWALK, SEE DETAIL SHEET C07.04.
J ACCESSIBLE CURB RAMP, SEE DETAIL SHEET C07.04 & C07.05.
K BENCH A, SEE SPECIFICATIONS.
PASSENGER LOADING ZONE, SEE DETAIL SHEET COZO5.
M SEE ARCHITECTURAL PLANS FOR CANOPY, SCREEN AND STRUCTURAL WALLS, BUILDING COLUMNS, LOADING
DOCK, RAMPS, STAIRS, HANDRAILS, GUARDRAILS, BOLLARDS AND MECHANICAL AND SERVICE YARD.
N BENCH B, SEE SPECIFICATIONS
0 PLANTER, SEE SPECIFICATIONS.
P BIKE RACK, SEE SPECIFICATIONS, SEE DETAIL SHEET COZO5.
Q 6.5' OPAQUE WOOD FENCE, SEE DETAIL SHEET C07.06.
R TRASH RECEPTACLE, SEE SPECIFICATIONS.
S LOCKED PIPE GATE, SEE DETAIL SHEET C07.06.
T CONCRETE RETAINING WALL, SEE STRUCTURAL DRAWINGS FOR DETAILS
U CONCRETE STAIRS, SEE DETAIL SHEET C07.03.
V FREE STANDING SEATWALL, SEE DETAIL SHEET COZO6.
W PRECAST CONCRETE WHEELSTOP, SEE DETAIL SHEET C07.05.
X DUMPSTERS, PROVIDED BY OWNER.
Y 25' TALL FLAGPOLE, SEE DETAIL SHEET C07.06.
Z ASPHALT TRAIL, SEE DETAIL SHEET CO7.04.
4' HIGH VINYL COATED CHAIN LINK GATE, SEE DETAIL SHEET C07.06.
BB 4' HIGH VINYL COATED CHAIN LINK FENCE, SEE DETAIL SHEET CO7.06.
GRAPHIC SCALE
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DESIGNER
10
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919.828.1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
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Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS OTHERWISE SHOWN.
J. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
6. ALL FACE OF RADIUS' ARE 4 FT UNLESS OTHERWISE SHOWN.
7. ALL PARKING SPACES SHALL BE 8.5' WIDE X 18 FT DEEP MIN.
& (AC) DENOTES ACCESSIBLE PARKING SPACE.
9. (VAC) DENOTES VAN ACCESSIBLE PARKING SPACE.
10. ANY AND ALL LANDSCAPING, EXISTING TREES OR SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR
CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
11. CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAYS MINIMUM
PRIOR TO INSTALLATION.
12. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0Y.
13. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER NOTIFIES
CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR RIGHTS-OF-WAY.
14. WITHIN THE AREA OF THE SIGHT TRIANGLE, THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING WALL,
FENCE, SIGN, FOLIAGE, BERMS, OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24" AND 8' ABOVE THE CURB LINE
ELEVATION OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS.
15. MINIMUM CORNER CLEARANCE FROM CURB LINE OF INTERSECTION STREETS SHALL BE AT LEAST 20' FROM THE POINT OF
TANGENCY.
=Y NOTES
A 24" CURB & GUTTER, SEE DETAIL SHEET C07.04.
B 30" CURB & GUTTER, SEE DETAIL SHEET C0704.
C CONCRETE PAVEMENT, SEE DETAIL SHEET C07.04. D
D 'HEAVY' DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C07.04.
E 'LIGHT' DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C07.04.
F TRANSITION FROM 24" CURB & GUTTER TO 30" CURB & GUTTER.
G STANDARD CURB & GUTTER TERMINUS, SEE DETAIL SHEET C07.05.
" SIEWALK FLUSH WITH PAVEMENT, SEE DETAIL SHEET C07.04.
I CONCRETE SIDEWALK, SEE DETAIL SHEET C07.04.
J ACCESSIBLE CURB RAMP, SEE DETAIL SHEET C07.04 & C07.05.
K BENCH A, SEE SPECIFICATIONS.
PASSENGER LOADING ZONE, SEE DETAIL SHEET COZO5.
M SEE ARCHITECTURAL PLANS FOR CANOPY, SCREEN AND STRUCTURAL WALLS, BUILDING COLUMNS, LOADING
DOCK, RAMPS, STAIRS, HANDRAILS, GUARDRAILS, BOLLARDS AND MECHANICAL AND SERVICE YARD.
N BENCH B, SEE SPECIFICATIONS
0 PLANTER, SEE SPECIFICATIONS.
P BIKE RACK, SEE SPECIFICATIONS, SEE DETAIL SHEET COZO5.
Q 6.5' OPAQUE WOOD FENCE, SEE DETAIL SHEET C07.06.
R TRASH RECEPTACLE, SEE SPECIFICATIONS.
S LOCKED PIPE GATE, SEE DETAIL SHEET C07.06.
T CONCRETE RETAINING WALL, SEE STRUCTURAL DRAWINGS FOR DETAILS
U CONCRETE STAIRS, SEE DETAIL SHEET C07.03.
V FREE STANDING SEATWALL, SEE DETAIL SHEET COZO6.
W PRECAST CONCRETE WHEELSTOP, SEE DETAIL SHEET C07.05.
X DUMPSTERS, PROVIDED BY OWNER.
Y 25' TALL FLAGPOLE, SEE DETAIL SHEET C07.06.
Z ASPHALT TRAIL, SEE DETAIL SHEET CO7.04.
4' HIGH VINYL COATED CHAIN LINK GATE, SEE DETAIL SHEET C07.06.
BB 4' HIGH VINYL COATED CHAIN LINK FENCE, SEE DETAIL SHEET CO7.06.
GRAPHIC SCALE
40 0 20 40 80 160
CN 7259
( IN FEET )
1 inch = 40 ft.
STAKING PLAN AREA 2
C01.02
D
11

SEALS
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
DESIGNER
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919.828.1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
CN 7259
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16
GENERAL NOTES
1. ALL EXISTING STRUCTURES AND U71LI71ES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN GENERAL,
FEATURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED.
2. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT FOR
NEW PAVEMENT, SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC.
THAT MUST BE REMOVED TO ALLOW NEW CONSIRUCiION SHALL BE REMOVED AND REPAIRED PER iNE SPECIFICATIONS
AND DETAILS OR TO MATCH PRE -CONSTRUCTION COND1710NS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE
REMOVED).
3. ALL Ui1LI71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM
DAMAGE
4. ALL WASTE MATERIAL GENERATED FROM DEMOL1110N ACiiW71ES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH
ALL APPLICABLE RULES AND REGULATIONS.
5. EXIS71NG S17E BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY MCKIM AND CREED,
PERFORMED 12-15-2017, 3-28-2018, AND 5-1-2018. THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING
INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT
MAY HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXIS77NG SITE CONDITIONS PRIOR
TO CONSTRUCTION.
6 INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING CLEARING OPERATIONS CLEAR AND GRUB ALL AREAS AS SHOWN
SCHAFF, JENNIFER AND REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION PER SPECIFICATIONS AND DRAWINGS EXISTING TREES,
DB 15058 PG 0183 SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTION SHALL BE REMOVED (WHETHER
BM 1949 PG 0061 OR NOT SHOWN ON THE DRAWINGS). ALL CONTRACTORS SHALL VISIT THE SITE AND OBSERVE EXISi7NG COND177ONS PRIOR
” P PLAR
PINS' 1714253174 TO BIDDING.
J I ZONING. RIO Z TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF CLEARING LIMITS, THE CONTRACTOR SHALL CUT
2 -FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS.
& PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPEC110N FOR ANY HAZARDOUS MATERIALS. CONTACT
/ N/F ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITY SERVICES, FUEL
\ \ ALAMANCA, ANGELA M TANKS AND SEPTIC SYSTEMS. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND
DB 14957 PG 2460 WOOD LOCAL REGULATIONS.
3 \P LaR� l QM G P
1949 0061 FENCE
\ \ \ PSN 49 4009 9• VERIFY ALL ILLUSTRATED UNDERGROUND ELEMENTSARLITiES. EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
\ \ j "ZONING:<R10 UNDERGROUND ELEMENTS/UTILITIES NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS/UTILITIES ARE
N) \\ ATE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN.
I 10. CONTACT UTILITY LOCATING SERVICE AT LEAST 48 -HRS PRIOR TO EXCAVATION.
11. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES
\\\\\ DB60 P 0252 OCCUR, REPAIR IMMEDIATELY AS DIRECTED BY THE ARCHITECT.
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICA710NS
\ \\ I\� Wry 17142 045 13. ALL EXISTING VAULTS MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO
MATCH FINISH GRADE.
\ 14. DEMOL17iON AND PATCHING OF PAVEMENT, SIDEWALK, CURB AND GUTTER AND OTHER EXISiiNG PAVED SURFACES IN
ADDITION TO THAT INDICATED ON THIS PLAN SHALL BE PERFORMED AS REQUIRED TO CONSTRUCT AND INSTALL NEW
U71LITIES. ALL SUCH DEMOLITION AND PATCHING SHALL BE INCLUDED IN THE BASE BID SCOPE OF WORK. SEE SHEET
FOR PAVEMENT REPAIR DETAILS.
24” EWE rcu�r' 15. THIS SITE ISIS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA AND DEPICTED ON F.I.R.M.
I swE�rc\uM- MAP 3720171400J, DATED MAY 2, 2006 AS BEING WITHIN ZONE "X -OTHER AREA'.
T 16. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER NO71FIES CONTRACTOR
22° POPLAR — — — —
�_ — •� AR — IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY.
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PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
DESIGNER
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919-828-1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
D
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
STRUCTURES/UTILITIES TO BE REMOVED
SIRUCiURES/UTiL171ES TO REMAIN
OVERHEAD
E
OVERHEAD
E
ELECTRICAL
ELECTRICAL
UNDERGROUND
UNDERGROUND
ELECTRICAL
ELECTRICAL
FIRE PROTECTION
------ Fp------
FIRE PROTECTION ------
FP - - - - -
GAS
------ G ------
GAS ------
G -----
SANITARY SEWER
------SS------
SANITARY SEWER ------SS-----
TELEPHONE
------ T ------
TELEPHONE ------
T -----
UNDERGROUND
-UT
UNDERGROUND ------
U T - - - - -
TELEPHONE
TELEPHONE
FIBER OPTIC
------FO------
FIBER OPIIC------FO-----
O-----
WATER
INA TER
------ W ------
WATER ------
w -----
FORCE MAIN
------FM------
FORCE MAIN ------FM
-----
STORM DRAIN
= _ _ _ _ =
STORM DRAIN =
_ _ _ _ _
INDIVIDUAL TREE
INDIVIDUAL TREE
TO REMAIN.
0
TO BE REMOVED.
LIGHT POLE
LP
LIGHT POLE
LP
UTILITY POLE
SPP
UTILITY POLE
PP
MANHOLE
QMH
MANHOLE
O MH
CLEAN OUT
CO
CLEAN OUT
CO
DROP INLET,CATCH
BASIN Dl, CB
DROP INLET,CATCH BASIN
DI, CB
FIRE HYDRANT
FH
FIRE HYDRANT
-6- FH
WATER VALVE
® WV
WATER VALVE
® WV
CONSTR./CLEARING LIMITS
PAVEMENT, S/W; C&G
TO BE REMOVED.
TREE PROTECTION
FENCE
BUILDING/STRUCTURE
TO BE REMOVED.
SEE
ARCHITECTURAL PLANS
KEY NOTES
OTEMPORARY TREE PROIEC71ON FENCE, SEE DETAIL SHEET C07.01.
Og CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS
OREMOVE STRUCTUREARLITY.
OD EXISTING UTILITY LINE/STRUCTURE TO BE REMOVED/RELOCATED BY LOCAL UTILITY
COMPANY. LOCAL UTILITY COMPANY SHALL DETERMINE THE LIMITS AND EXTENT OF
REMOVALAELOCA71ON OF U71LIlIES REQUIRED FOR NEW CONSTRUCTION.
COORDINATE SCHEDULE AND WORK WITH LOCAL UTILITY COMPANY AND
ARCHITECT/OWNER.
OREMOVE FENCE.
OREMOVE SIGN AND POST. RELOCATE SIGN ON NEW POST AS INDICATED ON SITE
STAKING PLAN.
OCAP AND ABANDON UTILITY IN ACCORDANCE WITH SPECIFICATIONS.
OTEMPORARY CONSTRUC710N FENCING, SEE DETAIL SHEET COZ01
OEXISTING STRUCTURE TO BE RELOCATED, SEE STAKING PLAN.
MATCHLINEAREA 2
3 GRAPHIC SCALE
40 0 20 40 80 160
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
CN 7259
SHEET
( IN FEET )
1 inch = 40 ft.
EXISTING CONDITIONS AND
DEMOLITION PLAN AREA
CO2.02
D
H
A

SEALS
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
DESIGNER
CL.ARKNEXSEN
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919-828-1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
D
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
SHEET
GRADING PLAN AREA 1
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB CN 7259
REVIEW: RP C03001

1 12 13
EDGE
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2 25 585,755.62 SOFT ld l
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I I' Its" INE - . P, I I h ' � FFE=258.50' f I I I o // /
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1 I
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SEALS DESIGNER REVISIONS
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
10
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919-828-1876
www.clarknexsen.com
CLH DESIGN, P»A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
D
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND
SPECIFICATIONS.
2 ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF CURB, UNLESS OTHERWISE
SHOWN.
3. TOTAL DENUDED AREA = 13 AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS
NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTING
LABORATORY. (SEE SPECIFICATIONS FOR ADD17IONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PR07EC71ON AFTER STOPPAGE OF WORK EACH
DAY. SEE DETAIL ON SHEET C07.01.
Z EXIS71NG VEGETA71ON W17HIN TREE PR07EC71ON AREAS SHALL REMAIN UNDISTURBED. UNLESS NOTED 07HERMSE.
8. ANY AND ALL LANDSCAPING AND EXIS71NG TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOL17ION
OR CONSTRUCRON SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES
B07H ON AND OFF-SITE
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AU7HOR171ES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE
MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE
STOCKPILES AND/OR WASTE AREAS
12. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 20%
13. CONTRACTOR SHALL VERIFY ALL EXIS71NG ELEVA71ONS WHERE NEW CONSTRUC11ON JOIN OR CONNECT TO EXISTING
PAVEMENT, CURB AND 07HER RIGID STRUCTURES. N077FY ARCHITECT IF DISCREPANCIES OCCUR.
RADING LEGEND
GRAPHIC SCALE
40 0 20 40 60 160
CN 7259
SHEET
( IN FEET )
1 inch = 40 ft.
GRADING PLAN AREA 2
CO3.02
D
B
A
EXISTING CONTOURS
FINAL CONTOURS
270.4'
EXIS71NG SURVEY SPOT ELEVA71ON
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
I PIPE
LENGTH
270.50T
UPPER
INV.
LOWER
INV.
PROPOSED TOP OF CURB SPOT ELEVATION
270.50
DATA
UP STRM
PROPOSED GROUND/PAVEMENT ELEVATION
29
STORM STRUCTURE NUMBER
TYPE
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD
PROPOSED FOUNDATION DRAIN DISCHARGE LINE. SEE ARCH.
(LF)
PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS
RD
PROPOSED ROOF DRAIN
(FT) (1)
TREE PROTECTION FENCE
GRAPHIC SCALE
40 0 20 40 60 160
CN 7259
SHEET
( IN FEET )
1 inch = 40 ft.
GRADING PLAN AREA 2
CO3.02
D
B
A
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
I PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
INV.
UPSTREAM STRUCTURE
DATA
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
NOTES
(IN)
(LF)
(FT)
(FT)
(FT) (1)
(FT)
Al
A2
4.66%
15
116
RCP
266.20
260.80 270.70
4.50
DI
A2
A3
3.17%
15
172
RCP
260.80
255.35 265.65
4.85
DI
A3
A4
5.00%
15
89
RCP
255.35
250.90 262.40
7.05
CB
A4
A5
5.00%
18
73
RCP
250.90
247.25 260.95
10.05
CB
A5
A6
0.54%
30
46
RCP
247.25
247.00 260.00
12.75
CB
A7
A8
0.65%
18
31
RCP
252.35
252.15 256.50
4.15
DI
A8
A9
0.51%
18
39
RCP
252.15
251.95 260.20
8.05
CB
A9
A10
0.56%
24
81
RCP
251.95
251.50 259.45
7.50
CB
A10
All
0.71%
24
21
RCP
251.50
251.35 258.25
6.75
CB
All
A4
0.55%
24
82
RCP
251.35
250.90 258.25
6.90
CB
Al2
A13
0.52%
18
153
RCP
248.65
247.85 252.55
3.90
CB
A13
A5
0.53%
24
113
RCP
247.85
247.25 258.55
10.70
CB
B1
B2
1.02%
18
137
RCP
266.00
264.60 271.30
5.30
DI
B2
B3
1.29%
24
66
RCP
264.60
263.75 271.90
7.30
DI
B3
B4
1.34%
24
97
RCP
263.75
262.45 271.50
7.75
DI
B4
B5
0.52%
24
87
RCP
262.45
262.00 270.75
8.30
MH
LEGEND
TOP ELEVATION IS TOP OF CURB FOR CATCH
CB
CATCH BASIN, SEE
DETAIL SHEET C07.11.
BASINS, TOP
OF RIM FOR
MANOLES TOP OF GRATE
FOR DROP INLETS, AND FINISH GRADE FOR
DI
DROP INLET,
SEE DETAIL
SHEET
C07.11.
CLEANOUTS
MH
JUNC110N BOX MANHOLE, SEE DETAIL
SHEET C07.11.
FES
FLARED END SEC71ON
ALL FES INLETS & OUTLETS
SHALL BE RCP.
A2
STRUCTURE I.D. NUMBER
GRAPHIC SCALE
40 0 20 40 60 160
CN 7259
SHEET
( IN FEET )
1 inch = 40 ft.
GRADING PLAN AREA 2
CO3.02
D
B
A

SSMH
TOP=221.80' NIF
INV IN(SE)-214.09' BAILEY, FRANCES G PARKER,
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INV OUT(N)-211.42'
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5 CIL CREEK
CITY OF RALEIGH I \ \I
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PIN# 1714154500
\ ZONING: R-20 I I A vv A ICD
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DRAINAGE AREA: 2.63 I /
DISTURBED AREA: 2.63 AC / / I 8- ARL _
VOLUME REQUIRED. 4,734 CF I 12i EI A
SURFACE AREA REQ: 4,065 SF \ \ li
BOTTOM ELEV.• 235.00' �I
EMBANKMENT ELEV. 238.00' MIN. I fi' it I I N� •
EMERGENCY SPILL ELEV.• 236.20'
SKIMMER DIAMETER: 2. 0"
ORIFICE DIAMETER. 1.25"
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PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
N/F
DARWIN, GORDON T
DB 12054 PG 1435
BM 1986 PG 835
PIN# 1714157326
ZONING. 0&1-1
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TOP=245.22'
INV(SE)-240.43'
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INV(SE)-248.23' /
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HOLMES ELLEN H. \ -
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DESIGNER
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919.828.1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
D
\ ` INs" nE5 ONE-STORY \\
\\\\ BUILDING SS
CHAINLINK \\
\ \\\ FENCE STEEL MESH
2"X4" \
N/F \
L\ I CHAINLINK HAWKINS, MARTHA S
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H \�\\\ BM 1949 PG 0061 TOP -256.50'
\ 2 oa \PIN# 1714252271 INV(SE)=249.85'
\ \ \ ONE-STORY
151 APL E \ BUILDING zoNiNc: R10 MATCHLINE AREA 1
I -E\ SMA L
�7 \ \ \ NF
oK �\ MCGUIRE, RYAN FREEMAN, TARA
\ \ \ \ \ Y3` NAPL 3 \ DB 14460 PG 2338
\N \ \ HAI INKBM 1949 PG 0061
fL \ \ \ FENCE I I PIN# 1714253137
E \ I ZONING: R10
-S /1 I "'ICTCOV
CONSTRUCTION SEOUENCE
1. OBTAIN NCDEQ APPROVED PLAN AND APPROVAL PLACARD. A COPY OF THE APPROVED PLAN MUST BE ON FILE AT
THE JOB SITE NOTIFY NCDEQ LAND QUALITY SECTION (919-791-4200) OF PROPOSED STARTING DATE OF LAND
DISTURBING ACTIVITIES AND PRE -CONSTRUCTION CONFERENCE.
2. INSTALL TREE PROTECTION FENCING.
J. CALL NC DEQ LQS AT 919-791-4200 TO SCHEDULE A PRE -CONSTRUCTION MEETING A MINIMUM OF 48 HOURS PRIOR
TO BEGINNING ACTIVITIES ON SITE
EARLY PHASE EROSION CONTROL (SEE EROSION CONTROL PLAN SHEETS C04.01-CO4.03)
1. DEMO AND GRADE MINIMUM AMOUNT TO INSTALL CONSTRUCTION ENTRANCES, TEMPORARY SEDIMENT SKIMMER BASINS,
SILT/TREE PROTECTION FENCE, SILT FENCE OUTLETS, TEMPORARY COMPOST SOCKS, AND TEMPORARY DIVERSION
DITCHES WITH LINERS.
2. TEMPORARY COMPOST SOCKS TO BE REPLACED AT THE END OF EACH WORK DAY SO THAT ANY RUNOFF IS
INTERCEPTED BY THE SOCK PRIOR TO ENTERING ANY CONVEYANCE (DITCH/PIPE/INLET)
3. CLEAR AND GRUB AREAS ONLY AS REQUIRED FOR INSTALLATION OF INITIAL SEDIMENT CONTROL
MEASURES.
4. CALL FOR INSPECTION OF INSTALLED DEVICES.
5. UPON COMPLETION OF INITIAL EROSION CONTROL INSTALLATIONS, PERFORM DEMOLITION AND CLEARING OPERATIONS.
6. STRIP TOPSOIL, STOCKPILE TOPSOIL WITHIN CONSTRUCTION LIMITS INSTALL AND MAINTAIN ALL TEMPORARY COMPOST
SOCK AROUND TEMPORARY STOCKPILES
LATE PHASE EROSION CONTROL (SEE EROSION CONTROL PLAN SHEETS C04.04-CO4.06)
1. BEGIN ROUGH GRADING OPERATIONS
2. ALL WORK WITHIN STREAM BUFFERS SHALL BE AS APPROVED BY NCDEQ-DWQ PERMIT REQUIREMENTS
J. AT THE END OF EACH DAY, INSTALL AND ADJUST DIVERSION DITCHES TO CONTINUE TO DIRECT RUN-OFF TO
TEMPORARY BASINS.
4. INSTALL STORM DRAINAGE SYSTEM DURING DRY CONDITIONS AS GRADING OPERATIONS PROGRESS. INSTALL INLET AND
OUTLET PROTECTION DEVICES AT NEW STRUCTURES AS THEY ARE CONSTRUCTED. PROTECT ALL OPEN STORM DRAIN
LINES UNDER CONSTRUCTION WITH STONE FILTER AFTER STOPPAGE OF WORK EACH DAY.
5. INSTALL SLOPE PROTECTION BLANKETS AND TEMPORARILY SEED STEEP SLOPES AS THEY ARE ESTABLISHED AT FINISH
GRADE,
6. RESPREAD TOPSOIL, INSTALL SLOPE PROTECTION BLANKETS AND VEGETATE STEEP SLOPES AS THEY ARE ESTABLISHED.
STABILIZE ROADSIDE DITCHES AND CHANNELS DAILY UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
Z VEGETATE (OR OTHERWISE STABILIZE WITH PAVEMENT, BUILDING PAD ETC.) IMMEDIATELY ALL DISTURBED AREAS AS
SHOWN IN SLOPE AND STABILIZATION NOTES.
8. INSTALL SILT BAG INLET PROTECTION ONCE CURB & GUTTER IS INSTALLED. PROVIDE TEMPORARY SAND BAGS TO
DIRECT RUN-OFF INTO INLETS.
9. UPON STORM SYSTEM INSTALLATION AND DRAINAGE AREA STABILIZATION, CALL FOR INSPECTION. IF APPROVED, PUMP
SEDIMENT LADEN WATER THROUGH SILT BAGS AND REMOVE TEMPORARY SEDIMENT SKIMMER BASIN.
10. CONVERT TEMPORARY SKIMMER SEDIMENT BASIN 'A' INTO WETLAND '1' CLOSE DRAIN VALVE, REMOVE TEMPORARY
SKIMMER, BAFFLES AND OTHER TEMPORARY COMPONENTS, EXCAVATE SEDIMENT AND GRADE WETLAND TO FINAL
CONTOURS. SEE GRADING PLAN AND DETAILS. SEED AND MULCH ALL DISTURBED AREAS.
11. CONVERT REMAINING SKIMMER BASINS TO FINISHED GRADE. REMOVE TEMPORARY SKIMMER, BAFFLES AND OTHER
TEMPORARY COMPONENTS, EXCAVATE SEDIMENT AND GRADE TO FINAL CONTOURS. SEE GRADING PLAN AND DETAILS.
SEED AND MULCH ALL DISTURBED AREAS.
12. MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
13. CALL FOR INSPECTION OF STABILIZED SITE. IF APPROVED, REMOVE REMAINING TEMPORARY EROSION CONTROL
MEASURES SEED AND MULCH ANY REMAINING DISTURBED AREAS.
Wake County Public School System WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
GENERAL NOTES
LEGEND
•s:t •
TEMP. GRAVEL CONSTR. ENTRANCE
, - - _ - , ,
EXISTING CONTOUR
•�.
SEE DETAIL SHEET CZ01
AND SLOPES
FINISHED CONTOUR
NONE
TEMP. INLET PROTECTION DEVICE
7 DAYS
TEMP. CONTOUR
SLOPES STEEPER THAN 3:1
SEE DETAIL SHEET C7.01
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
(TEMP. GRADES DURING CONSTR.)
rl
TEMP. SILT FENCE
a
PROPOSED STORM SEWER PIPES
7 -DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH.
SEE DETAIL SHEET C7.01
- - - - -
EXISTING STORM SEWER PIPES
FLATTER THAN 4:1
PERMANENT OUTLET PROTECTION
(EXCEPT FOR PERIMETERS AND HQW ZONES).
CONSTRUCTION LIMITS
SEE DETAIL SHEET CZ01
UNLESS OTHERWISE NOTED.
vTEMP.
� TCW
CONCRETE WASHOUT AREA
TREE PROTECTION FENCE
SEE DETAIL SHEET CZ01
SEE DETAIL SHEET CZ01
TCS
11011111111011
TEMP. COMPOST SOCK
TEMP. J -HOOK PROTECTION
SEE DETAIL SHEET CZ01
rl
SEE DETAIL SHEET CZ01
TSSB
TEMP. SKIMMER SEDIMENT BASIN
CHANNEL LINING
SEE DETAIL SHEET C07.02
SEE DETAIL SHEET COZ01
.►
TEMP. COMPOST SOCK IN CHANNEL
SB
TEMPORARY DEWATERING SILT BAG
SEE DETAIL SHEET C07.02
SEE DETAIL SHEET COZOI
�
TEMP. DIVERSION DITCH / BERM
SEE DETAIL SHEET COZ01
MAINTENANCE PLAN
1. DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER ON EXPOSED SLOPES SHALL BE PROVIDED ACCORDING TO GROUND
STABILIZATION TABLE (BELOW) FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
2. FINAL PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO
GROUND STABILIZATION TABLE (BELOW) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
J. THE BELOW REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL REGULATIONS THE
CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED
THOSE BELOW.
4. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OF
VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER). REFER TO MATERIAL SPECIFICATIONS. INSTALL MATTING PER
MANUFACTURERS INSTRUCTIONS.
5. ALL OTHER SEEDED AREAS SHALL BE MULCHED WITH STRAW AND TACKED WITH ASPHALT.
SELF -INSPECTION RULES
1. SELF -INSPECTION SHALL BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED.
2. THE FINANCIALLY RESPONSIBILE PERSON AND/OR HIS AGENT WILL BE PERFORM SELF WSPECRONS OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES USING NCDENR'S SELF INSPECTION REPORT (WORKSHEET) AND THIS WILL BE KEPT ONSITE.
3. NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM: 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. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM 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 48.0131. THE SELF -INSPECTION REPORT FORM IS
AVAILABLE AS AN EXCEL SPREADSHEET FROM
http://d`eq.nc.govlabout/divisionslenergy�mineral-land-resources/erosion-sediment-control/forms. IF YOU HAVE QUESTIONS
OR CANNOT ACCESS THE FORM, PLEASE CONTACT NCDENR OFFICE AT 919-791-4200.
4. CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGE ON SITE
5. CONTRACTOR SHALL KEEP A COPY OF APPROVED EROSION & SEDIMENT CONTROL PLANS, APPROVAL LETTER, 401/404
DOCUMENTS FROM DWR/USACOE, NPDES PERMIT WITH A MINIMUM OF MOST RECENT 30 DAYS ON SITE UNTIL THE PROJECT IS
CLOSED BY NCDENR OFFICE. CONTRACTOR SHALL SUPPLY A TEMPORARY WASH STATION IF AREAS ALONG PUBLIC STREETS
AND EXISTING SCHOOL ARE NOT KEPT CLEAN. CONTRACTOR MUST KEEP AREAS IN PUBLIC USE CLEAN OF SEDIMENT.
SLOPE & SURFACE STABILIZATION
GROUND STABILIZATION SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING SCHEDULE:
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERIMITER DIKES, SWALES, DITCHES
AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2.1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 -DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH.
ALL OTHER AREAS WITH SLOPES
14 DAYS
NONE
FLATTER THAN 4:1
(EXCEPT FOR PERIMETERS AND HQW ZONES).
EXTENSIONS OF 71ME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE (SECTION ILB(2) (b))
THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL REGULATIONS THE
CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED
THOSE ABOVE.
INSTALL TEMPORARY EXCELSIOR MATTING FOR STABILIZATION DURING THE ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP
SLOPES (6.1 OR STEEPER) AND AREAS OF CONCENTRATED FLOW (CHANNELS, DITCHES, SWALES, ETC.). UTILIZE TEMPORARY
COCONUT MAT IN AREAS IDENTIFIED ON PLAN. REFER TO SPECIFICATION SECTION 312500 FOR MATERIAL SPECIFICATIONS. INSTALL
MATTING PER MANUFACTURER'S INSTRUCTIONS.
MAT SLOPES IN SUMMER AND WINTER - GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL
PRODUCT IF COMPLETED OUTSIDE OPTIMUM GERMINATION SEASONS, WHEN UNFAVORABLE WEATHER CONDITIONS PREVENT
ESTABLISHMENT OF VEGETATIVE GROUND COVER.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE ALL
OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION
OF SEDIMENT & EROSION CONTROL PERMIT FOR ANY OFF-SITE SITES TO OWNER PRIOR TO RELOCATING ANY STOCKPILE MATERIALS.
3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ARCHITECT.
4. TOTAL DISTURBED AREA: 13 AC.
5. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY. SEE DETAIL SHEET C7.02.
6. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE
PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.
7. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON -ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, FINE GRAINED
MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.
8. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT AND EROSION CONTROL
DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS REQUIRED AS INDICATED IN THE SLOPE & SURFACE STABILIZATION NOTES ON THIS PLAN.
9. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED
PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION
FOR THE SITE.
10. TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH PROTECTED AREA(S) WITHOUT WRITTEN
AUTHORIZATION OF THE COUNTY ZONING COMPLIANCE STAFF. ANY ACTIVITY (LANDSCAPING, FENCING, OR UTILITY INSTALLATION) SHOWN ON THE APPROVED
PLANS IN A TREE PROTECTION AREA, SHALL ALSO NOT OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY ZONING COMPLIANCE STAFF. ANY
UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE
REPLACEMENT OF ANY DAMAGED VEGETATION IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
11. ROADSIDE DITCHES AND CHANNELS SHALL BE STABILIZED DAILY UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
12. INSTALL TEMPORARY MATTING TO TOP OF ALL SIDE SLOPES ON CHANNELS, DIVERSION DITCHES AND TEMPORARY SEDIMENT BASINS.
REVISIONS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
GRAPHIC SCALE
40 0 20 40 80 160
CN 7259
( IN FEET )
1 inch = 40 ft.
SHEET
EARLY PHASE SITE EROSION CONTROL PLAN
AREA 1
C04.01
ID
I�
A

D
B
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1 12 13 14 1 5
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I _ 4' oaK \ 13" TOP=244.12' WALL r , // (E� / L - \ \� L \ CHAINLINK HAWKINS, MARTHA S SSMH U
a I _ > RIP RAPC i - ® \ FENCE DB 11701 PG 1782
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/II 1 r�o�fL _ s� INV IN(SE)=241.73' CO' P
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a I II II - \ CF\"I-(_ rr \vim / -_ I 1 18" 2 oa -- \\ PIN, 1714252271 INV(SE)=249.85'
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SMITH MODERN LLC / UC l y 1s Mk • \ B PINE --DJ EDGE O LP /�/ // i / I � / - , J \ j \ \ \ \ \ N F
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DB 15456 PG 0364 / / / ml� 1 i" \ s 2 o Irk 1� ` / • i /AK \
c>I 1 MAPLE Q / i -/ /�/ / // / / / / / / / __ / I , - \ 1 \ \ \ \ \ %3" MAP 3 DB 14460 PG 2338
PINS 1714153275 / l II I •� . ��. TWIN . �E / / / / � / .PIE \ I �N>` \ \ HAI INK BM 1949 PG 0061
ZONING. R20 / / II - s �. 14 E 2B' PINE ), / =-4• g ' / / O / __�
I - FE CE I 1714253137
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MCKIM &CREED PT 2 \ I . �2 \ -- - i / BENCC�TIEj.. IN _� B 24" PINE 19" oa Tw1 \ �\ \ \ \ I
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N- 745108.03 / / ll I : Ili I I I / I \ \ \ IV(/ / / / i - J , i �/ - - / / /, , . I _ _ - 8.96' ` � 2i' P ' \ \ \ \III \ \ \ \ DB 15058 PG 0183
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I / / / \ / _ _ \ MAILB \ \ rr AK A \ \ I I I
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ELEV.244.4 / l 1 / 1 \ INV OUT( E)=241 j/ // // //�/ ///�� - \ // \LP / // T/ / - tom _ 3 Ili I6K aMLP\ \ \ ` l
(NaVD88 / l l I I � \ / " �� / / / / // �. / / / / / / / -1" HOLLY � \ .P TIC \ EL �' \ \ \ \\ l v" I
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l / / it I I : � � Stu � O -!'i' ■ �� � / / / / � � � / / �\�j \ \ // // / / / / // / // 2� PINE / / / I I SEAM \ G \ \ \ � \ \ � 14 K \ O\ PME \ \ \ \ \ 7" MA LE\ \ \ N/F
/ III .1 I I / - - � _ __4u •■ . _ // / / 3"PEAC�i % / / / / / / / / I \ 7" E 2 ,INS \\ \ \ \ \ \ ALAMANCA, ANGELA M
/ / / I 111 I �_ � � a r y� ■■.iy■■: / / / / F/ / / / � / / l/ �+
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/ \ u I 4: I s -�' ;/ / ■•/ / / / /� / / / / i//,' -- / / / � I- \ \ �•I 1 \P LARD , qM 1949 PG 0061 FENCE
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111 I I I I / \ / i 1' ■1 / \2EIGHT Xf / / /• SPE (� // per FFE=270.3' f F\\ `�\ \ ,x- \ RAP/ \ \ \�" TvIvINI \ F
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1 /�' 1 i I I I y / • / �\ I - / i / / 1 / \ FEE=270.4' F\ \ / / / \ \ \ \ \ \ \ \ 1
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V \ /HR \ ° c TOP=261.42' OF EDUCATION EMMA CONN / / �/4/
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LEGEND
M'.4
TEMP. GRAVEL CONSTR. ENTRANCE
---_---
EXISTING CONTOUR
SEE DETAIL SHEET CZOI
AND SLOPES
FINISHED CONTOUR
4%
TEMP. INLET PR07EC71ON DEVICE
7 DAYS
TEMP. CONTOUR
%��
SEE DETAIL SHEET CZOI
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
(TEMP. GRADES DURING CONSTR.)
TEMP. SILT FENCE
�
PROPOSED STORM SEWER PIPES
7 -DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH.
SEE DETAIL SHEET CZ01
----=
EXISTING STORM SEWER PIPES
FLATTER THAN 4:1
PERMANENT OUTLET PR07EC71ON
(EXCEPT FOR PERIMETERS AND HQW ZONES).
CONSTRUCTION LIM17S
SEE DETAIL SHEET CZ01
UNLESS OTHERWISE NOTED.
TCW
TEMP. CONCRETE WASHOUT AREA
TREE PROTECTION FENCE
Uy
SEE DETAIL SHEET CZ01
SEE DETAIL SHEET CZ01
to
TCS
TEMP. COMPOST SOCK
-
TEMP. J -HOOK PROTECTION
SEE DETAIL SHEET CZOI
SEE DETAIL SHEET CZ01
TSSB
TEMP. SKIMMER SEDIMENT BASIN
CHANNEL LINING
SEE DETAIL SHEET COZ02
SEE DETAIL SHEET COZOI
11W
TEMP. COMPOST SOCK IN CHANNEL
0
TEMPORARY DEWATERING SILT BAG
SEE DETAIL SHEET COZ02
SEE DETAIL SHEET C07.01
��
TEMP. DIVERSION DITCH / BERM
SEE DETAIL SHEET COZOI
MAINTENANCE PLAN
1. DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER ON EXPOSED SLOPES SHALL BE PROVIDED ACCORDING TO GROUND
STABILIZATION TABLE (BELOW) FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
2. FINAL PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO
GROUND STABILIZATION TABLE (BELOW) FOLLOWING COMPLE110N OF CONSTRUC110N OR DEVELOPMENT.
3. THE BELOW REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL REGULATIONS THE
CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED
THOSE BELOW.
4. SLOPE EROSION CONTROL MATING SHALL BE INSTALLED FOR TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OF
VEGETATIVE COVER ON ALL STEEP SLOPES (6.1 OR STEEPER). REFER TO MATERIAL SPECIFICATIONS INSTALL MATTING PER
MANUFACTURER'S INSTRUCTIONS.
5. ALL OTHER SEEDED AREAS SHALL BE MULCHED WITH STRAW AND TACKED WITH ASPHALT.
SELF -INSPECTION RULES
1. SELF -INSPECTION SHALL BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UN71L PERMANENT GROUND
COVER IS ESTABLISHED.
2. THE FINANCIALLY RESPONSIBILE PERSON AND/OR HIS AGENT WILL BE PERFORM SELF INSPECTIONS OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES USING NCDENRS SELF INSPECTION REPORT (WORKSHEET) AND THIS WILL BE KEPT ONSITE.
J. NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM, 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. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM 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 48.0131. THE SELF -INSPECTION REPORT FORM IS
AVAILABLE AS AN EXCEL SPREADSHEET FROM
http://d`eq.nc.gov/about/divisionslenergy-mineral-land-resources/erosion-sediment-control/forms. IF YOU HAVE QUESTIONS
OR CANNOT ACCESS THE FORM, PLEASE CONTACT NCDENR OFFICE AT 919-791-4200.
4. CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGE ON SITE
5. CONTRACTOR SHALL KEEP A COPY OF APPROVED EROSION & SEDIMENT CONTROL PLANS, APPROVAL LETTER, 401/404
DOCUMENTS FROM DWR/USACOE, NPDES PERMIT WITH A MINIMUM OF MOST RECENT 30 DAYS ON SITE UN71L THE PROJECT IS
CLOSED BY NCDENR OFFICE CONTRACTOR SHALL SUPPLY A TEMPORARY WASH STATION IF AREAS ALONG PUBLIC STREETS
AND EXISTING SCHOOL ARE NOT KEPT CLEAN. CONTRACTOR MUST KEEP AREAS IN PUBLIC USE CLEAN OF SEDIMENT.
SLOPE & SURFACE STABILIZATION
GROUND STABILIZATION SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING SCHEDULE.
S17E AREA DESCRIPTION
STABILIZATION
71ME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERIM17ER DIKES, SWALES, DITCHES
AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2.1, 14 DAYS ARE ALLOWED.
SLOPES 3.1 OR FLATTER
14 DAYS
7 -DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH.
ALL 07HER AREAS WITH SLOPES
14 DAYS
NONE
FLATTER THAN 4:1
(EXCEPT FOR PERIMETERS AND HQW ZONES).
EXTENSIONS OF 71ME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC COND17101VS
THAT MAKE COMPLIANCE IMPRACTICABLE (SECTION II.B(2) (b))
THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL REGULATIONS THE
CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED
THOSE ABOVE.
INSTALL TEMPORARY EXCELSIOR MATTING FOR STABILIZATION DURING THE ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP
SLOPES (6.1 OR STEEPER) AND AREAS OF CONCENTRATED FLOW (CHANNELS, DITCHES, SWALES, ETC.). UTILIZE TEMPORARY
COCONUT MAT IN AREAS IDENTIFIED ON PLAN. REFER TO SPECIFICATION SECTION 312500 FOR MATERIAL SPECIFICATIONS. INSTALL
MATTING PER MANUFACTURERS INSTRUCTIONS.
MAT SLOPES IN SUMMER AND WINTER - GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL
PRODUCT IF COMPLETED OUTSIDE OPTIMUM GERMINATION SEASONS, WHEN UNFAVORABLE WEATHER CONDITIONS PREVENT
ESTABLISHMENT OF VEGETATIVE GROUND COVER.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE ALL
OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION
OF SEDIMENT & EROSION CONTROL PERMIT FOR ANY OFF-SITE S17ES TO OWNER PRIOR TO RELOCATING ANY STOCKPILE MATERIALS.
3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ARCHITECT.
4. TOTAL DISTURBED AREA: 13 AC.
5. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY. SEE DETAIL SHEET CZ02.
6. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE
PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.
7 THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON -ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, FINE GRAINED
MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF THE S17E PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.
& SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT AND EROSION CONTROL
DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS REQUIRED AS INDICATED IN THE SLOPE & SURFACE STABILIZATION NOTES ON THIS PLAN.
9. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UN71L ALL SITE WORK IS COMPLETED AND THE FINAL S17E INSPECTION IS SCHEDULED
PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION
FOR THE SITE.
10. TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH PROTECTED AREA(S) WITHOUT WRITTEN
AUTHORIZATION OF THE COUNTY ZONING COMPLIANCE STAFF. ANY ACTIVITY (LANDSCAPING, FENCING, OR UTILITY INSTALLATION) SHOWN ON THE APPROVED
PLANS IN A TREE PROTECTION AREA, SHALL ALSO NOT OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY ZONING COMPLIANCE STAFF. ANY
UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE
REPLACEMENT OF ANY DAMAGED VEGETATION IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
11. ROADSIDE DITCHES AND CHANNELS SHALL BE STABILIZED DAILY UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
12. INSTALL TEMPORARY MATTING TO TOP OF ALL SIDE SLOPES ON CHANNELS, DIVERSION DITCHES AND TEMPORARY SEDIMENT BASINS.
{I G I u� WALL INV=INACCESSIBLE \ \ \ \\I 14 ELM \ \ I F\ 1 - \ EP \ I \ \ ^,1 I �__ \ \ ,. " '� �,; X / \ DI___ - I, -I ��'S � // \ ) I I
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SEALS
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
DESIGNER
CLARKNEXSEN
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919-828-1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
D
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
GRAPHIC SCALE
40 a 20 160
CN 7259
SHEET
( IN FEET )
1 inch = 40 ft.
EARLY PHASE SITE EROSION CONTROL PLAN
AREA 2
C04. 02
ID
ID
H
A

I
10
0
N/F
BAILEY, FRANCES G PARKER,
\ GEOFFREY V JR
SCA DB 015535 PG 0984
PIN# 1714155618
ZONING. IND -2
CREEK
J
SS
I
CIL CREEK
CITY OF RALEIGHl1
DB 1454 PG 0578
PIN# 1714154500
ZONING: R-20
1 I V
I
N/F
FISHER, GEORGE N SR
FISHER, BARBARA
STRICKLAND
DB 5882 PG 0497
PIN# 1714150810 r II
ZONING. CUD NB
I
TEMPORARY SKIMMER SEDIMENT BASIN I
DRAINAGE AREA: 2.63 ACI
I / \
DISTURBED AREA: 2.63 AC �
VOLUME REQUIRED: 4,734 CF � / -r I i
SURFACE AREA REQ: 4,065 SF
BOTTOM ELEV.• 235.00'
EMBANKMENT ELEV. 238.00' MIN. 1 i
EMERGENCY SPILL ELEV.• 236.20'
SKIMMER DIAMETER. 2.0'
ORIFICE DIAMETER: 1.25" / \�
DRAWDOWN TIME. 3.33 DAYS
I i _'4
I I
N F / l ' MPORARYI
SMITH MODERN LLC / / "C EN�RANC70W 'I • "
DB 15456 PG 0364
PIN# 1714153275
ZONING: R20
ti
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2 13 14 1 `>
SEALS
MULTI -STORY
BUILDING
N/F
DARWIN, GORDON T
DB 12054 PG 1435
BM 1986 PG 835
PIN# 1714157326
ZONING. 0&1-1
�SS
\S
S\
\\ N/F
S Dl TORE PETER A. c,
S\ DB 17049 PC 171
BM 1948 PG 104
\ \ PIN# 1714252502
\ ZONING. R10 /
/
N/F�
HOLMES, MICHAEL V. AND WIFE,
HOLMES ELLEN H.
DB 436`1 PG 489
BM 1948 PG 104
PIN# 1714250462 \ \ v`\ \ �\ \ S\ j ! N/F
\ \ S Gy AMMONS JESSIE S.
ZONING: R10
DB 16541 PG 331
BM 1948 PG 104
PIN# 1714252399
ZONING: R10
MULTI -STORY
BUILDING
I / 1
N1 \ \
WILLIAMS,_JO LEE FRALICK \ S
WILLIAMS DENNIS EUGENE
HED \ / \ \ 11 --_DB 11577 PG 1229 \ \
BM 1949 PG 0061 \ \
PIN# 1714251354 \
\ \ \\ \ ZONING. R10 sS
N/F \
JACKSON, MAUDIE MAE M \\
DB 1117 PG 0377 `rS
BM 1949 PG 0061 \
PIN# 1714252228 \
/ ZONING• R10
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
UL TI Y
CO
ii///
DESIGNER
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919.828.1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
ONE-STORY \ \
BUILDING s,
S\
N F \
�\ I HAWKINS, MARTHA S \O
CONSTRUCTION SEOUENCE
DB 11701 PG 1782
BM 1949 PG 0061
ONE-STORY PIN# 1714252271
BUILDING ZONING. R10
MATCHLINE AREA 1
AREA 2
\ ��\ N/F
MCGUIRE, RYAN FREEMAN, TARA
\ \\\ \ \\ \ \\ DB 14460 PG 2338
\ I BM 1949 PG 0061
111 PIN# 1714253137
"'ICTCOV ZONING: R10
1. OBTAIN NCDEQ APPROVED PLAN AND APPROVAL PLACARD. A COPY OF THE APPROVED PLAN MUST BE ON FILE AT
THE JOB SITE. NOTIFY NCDEQ LAND QUALITY SECTION (919-791-4200) OF PROPOSED STARTING DATE OF LAND
DISTURBING ACTIVITIES AND PRE -CONSTRUCTION CONFERENCE.
2. INSTALL TREE PROTECTION FENCING.
3. CALL NC DEQ LQS AT 919-791-4200 TO SCHEDULE A PRE -CONSTRUCTION MEETING A MINIMUM OF 48 HOURS PRIOR
TO BEGINNING ACTIVITIES ON SITE.
EARLY PHASE EROSION CONTROL (SEE EROSION CONTROL PLAN SHEETS C04.01-C04.03Z
1. DEMO AND GRADE MINIMUM AMOUNT TO INSTALL CONSTRUCTION ENTRANCES, TEMPORARY SEDIMENT SKIMMER BASINS,
SILT/TREE PROTECTION FENCE, SILT FENCE OUTLETS, TEMPORARY COMPOST SOCKS, AND TEMPORARY DIVERSION
DITCHES WITH LINERS.
2. TEMPORARY COMPOST SOCKS TO BE REPLACED AT THE END OF EACH WORK DAY SO THAT ANY RUNOFF IS
INTERCEPTED BY THE SOCK PRIOR TO ENTERING ANY CONVEYANCE (DITCH/PIPE/INLET)
3. CLEAR AND GRUB AREAS ONLY AS REQUIRED FOR INSTALLATION OF INITIAL SEDIMENT CONTROL
MEASURES.
4. CALL FOR INSPECTION OF INSTALLED DEVICES.
5. UPON COMPLETION OF INITIAL EROSION CONTROL INSTALLATIONS, PERFORM DEMOLITION AND CLEARING OPERATIONS.
6. STRIP TOPSOIL, STOCKPILE TOPSOIL WITHIN CONSTRUCTION LIMITS. INSTALL AND MAINTAIN ALL TEMPORARY COMPOST
SOCK AROUND TEMPORARY STOCKPILES.
LATE PHASE EROSION CONTROL (SEE EROSION CONTROL PLAN SHEETS C04.04-C04.06�
1. BEGIN ROUGH GRADING OPERATIONS.
2. ALL WORK WITHIN STREAM BUFFERS SHALL BE AS APPROVED BY NCDEQ-DWQ PERMIT REQUIREMENTS.
3. AT THE END OF EACH DAY, INSTALL AND ADJUST DIVERSION DITCHES TO CONTINUE TO DIRECT RUN-OFF TO
TEMPORARY BASINS.
4. INSTALL STORM DRAINAGE SYSTEM DURING DRY CONDITIONS AS GRADING OPERATIONS PROGRESS. INSTALL INLET AND
OUTLET PR07EC77ON DEVICES AT NEW STRUCTURES AS THEY ARE CONSTRUCTED. PROTECT ALL OPEN STORM DRAIN
LINES UNDER CONSTRUCTION WITH STONE FILTER AFTER STOPPAGE OF WORK EACH DAY.
5. INSTALL SLOPE PROTECTION BLANKETS AND TEMPORARILY SEED STEEP SLOPES AS THEY ARE ESTABLISHED AT FINISH
GRADE,
6. RESPREAD TOPSOIL, INSTALL SLOPE PROTECTION BLANKETS AND VEGETATE STEEP SLOPES AS THEY ARE ESTABLISHED.
STABILIZE ROADSIDE DITCHES AND CHANNELS DAILY UN71L PERMANENT GROUND COVER IS ESTABLISHED.
7. VEGETATE (OR 07HERMSE STABILIZE WITH PAVEMENT, BUILDING PAD ETC.) IMMEDIATELY ALL DISTURBED AREAS AS
SHOWN IN SLOPE AND STABILIZA77ON NOTES.
8. INSTALL SILT BAG INLET PROTECTION ONCE CURB & GUTTER IS INSTALLED. PROVIDE TEMPORARY SAND BAGS TO
DIRECT RUN-OFF INTO INLETS.
9. UPON STORM SYSTEM INSTALLATION AND DRAINAGE AREA STABILIZATION, CALL FOR INSPECTION. IF APPROVED, PUMP
SEDIMENT LADEN WATER THROUGH SILT BAGS AND REMOVE TEMPORARY SEDIMENT SKIMMER BASIN.
10. CONVERT TEMPORARY SKIMMER SEDIMENT BASIN 'A' INTO WETLAND '1: CLOSE DRAIN VALVE, REMOVE TEMPORARY
SKIMMER, BAFFLES AND 07HER TEMPORARY COMPONENTS, EXCAVATE SEDIMENT AND GRADE WETLAND TO FINAL
CONTOURS. SEE GRADING PLAN AND DETAILS SEED AND MULCH ALL DISTURBED AREAS.
11. CONVERT REMAINING SKIMMER BASINS TO FINISHED GRADE. REMOVE TEMPORARY SKIMMER, BAFFLES AND 07HER
TEMPORARY COMPONENTS, EXCAVATE SEDIMENT AND GRADE TO FINAL CONTOURS. SEE GRADING PLAN AND DETAILS
SEED AND MULCH ALL DISTURBED AREAS
12. MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCITON.
13. CALL FOR INSPECTION OF STABILIZED SITE IF APPROVED, REMOVE REMAINING TEMPORARY EROSION CONTROL
MEASURES SEED AND MULCH ANY REMAINING DISTURBED AREAS.
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
GENERAL NOTES
LEGEND
'} 1' r .•
,�r�7 ;.� '•�,�
STABILIZATION
- -
EXISTING CONTOUR
�y-r''•xS,:;
TEMP. GRAVEL CONSTR. ENTRANCE
SEE DETAIL SHEET C701
, _ _ .'
AND SLOPES
7 DAYS
FINISHED CONTOUR
HIGH QUALITY WATER (HQW) ZONES
TEMP. INLET PROTECTION DEVICE
NONE
TEMP. CONTOUR
7 DAYS
SEE DETAIL SHEET C7.01
(TEMP. GRADES DURING CONSTR.)
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
TEMP. SILT FENCE
14 DAYS
PROPOSED STORM SEWER PIPES
ALL OTHER AREAS WITH SLOPES
SEE DETAIL SHEET C7.01
- - - - -
EXISTING STORM SEWER PIPES
14 DAYS
1
PERMANENT OUTLET PROTECTION
CONSTRUCTION LIMITS
SEE DETAIL SHEET CZ01
UNLESS OTHERWISE NOTED.
TCW
TEMP. CONCRETE WASHOUT AREA
TREE PROTECTION FENCE
vy
SEE DETAIL SHEET CZ01
SEE DETAIL SHEET C7.01
TCS
®..®.®.®.®.®�®
TEMP. COMPOST SOCK
_
TEMP. J -HOOK PROTECTION
SEE DETAIL SHEET C701
SEE DETAIL SHEET CZ01
TEMP. SKIMMER SEDIMENT BASIN
CHANNEL LINING
TSSB
SEE DETAIL SHEET COZ02
SEE DETAIL SHEET COZ01
11W
TEMP. COMPOST SOCK IN CHANNEL
SB
TEMPORARY DEWATERING SILT BAG
EE DETAIL SHEET C07.02
S
SEE DETAIL SHEET C07.01
TEMP. DIVERSION DITCH / BERM
SEE DETAIL SHEET COZ01
MAINTENANCE PLAN
1. DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER ON EXPOSED SLOPES SHALL BE PROVIDED ACCORDING TO GROUND
STABILIZATION TABLE (BELOW) FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
2. FINAL PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO
GROUND STABILIZATION TABLE (BELOW) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
J. THE BELOW REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL REGULATIONS THE
CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED
THOSE BELOW.
4. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OF
VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER). REFER TO MATERIAL SPECIFICATIONS. INSTALL MATTING PER
MANUFACTURER'S INSTRUCTIONS.
5. ALL OTHER SEEDED AREAS SHALL BE MULCHED WITH STRAW AND TACKED WITH ASPHALT.
SELF -INSPECTION RULES
1. SELF -INSPECTION SHALL BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED.
2. THE FINANCIALLY RESPONSIBILE PERSON AND/OR HIS AGENT WILL BE PERFORM SELF INSPECTIONS OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES USING NCDENR'S SELF INSPECTION REPORT (WORKSHEET) AND THIS WILL BE KEPT ONSITE.
3. NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM. 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. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES
STORMWAIER 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 UN71L PERMANENT GROUND COVER IS
ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 48.0131. THE SELF -INSPECTION REPORT FORM IS
AVAILABLE AS AN EXCEL SPREADSHEET FROM
http://d`eq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms. IF YOU HAVE QUESTIONS
OR CANNOT ACCESS THE FORM, PLEASE CONTACT NCDENR OFFICE AT 919-791-4200.
4. CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGE ON SIZE
5. CONTRACTOR SHALL KEEP A COPY OF APPROVED EROSION & SEDIMENT CONTROL PLANS, APPROVAL LETTER, 401/404
DOCUMENTS FROM DWR/USACOE, NPDES PERMIT WITH A MINIMUM OF MOST RECENT 30 DAYS ON SITE UNTIL THE PROJECT IS
CLOSED BY NCDENR OFFICE. CONTRACTOR SHALL SUPPLY A TEMPORARY WASH STATION IF AREAS ALONG PUBLIC STREETS
AND EXISTING SCHOOL ARE NOT KEPT CLEAN. CONTRACTOR MUST KEEP AREAS IN PUBLIC USE CLEAN OF SEDIMENT.
SLOPE & .SURFACE .ST ABILI%A TION
GROUND STABILIZATION SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING SCHEDULE.
EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE (SECTION II.B(2) (b))
THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL REGULATIONS THE
CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED
THOSE ABOVE.
INSTALL TEMPORARY EXCELSIOR MATTING FOR STABILIZATION DURING THE ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP
SLOPES (6:1 OR STEEPER) AND AREAS OF CONCENTRATED FLOW (CHANNELS, DITCHES, SWALES, ETC.). UTILIZE TEMPORARY
COCONUT MAT IN AREAS IDENTIFIED ON PLAN. REFER TO SPECIFICATION SECTION 312500 FOR MATERIAL SPECIFICATIONS. INSTALL
MATTING PER MANUFACTURER'S INSTRUCTIONS.
MAT SLOPES IN SUMMER AND WINTER - GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL
PRODUCT IF COMPLETED OUTSIDE OPTIMUM GERMINATION SEASONS, WHEN UNFAVORABLE WEATHER CONDITIONS PREVENT
ESTABLISHMENT OF VEGETA77VE GROUND COVER.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. ALL
OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION
OF SEDIMENT & EROSION CONTROL PERMIT FOR ANY OFF-SITE SITES TO OWNER PRIOR TO RELOCATING ANY STOCKPILE MATERIALS.
3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ARCHITECT.
4. TOTAL DISTURBED AREA: 13 AC.
5. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY. SEE DETAIL SHEET C702.
6. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE
PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.
7. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON -ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, FINE GRAINED
MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.
8. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT AND EROSION CONTROL
DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS REQUIRED AS INDICATED IN THE SLOPE & SURFACE STABILIZATION NOTES ON THIS PLAN.
9. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED
PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION
FOR THE SI TE
10. TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH PROTECTED AREA(S) WITHOUT WRITTEN
AUTHORIZATION OF THE COUNTY ZONING COMPLIANCE STAFF. ANY ACTIVITY (LANDSCAPING, FENCING, OR UTILITY INSTALLATION) SHOWN ON THE APPROVED
PLANS IN A TREE PROTECTION AREA, SHALL ALSO NOT OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY ZONING COMPLIANCE STAFF. ANY
UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE
REPLACEMENT OF ANY DAMAGED VEGETATION IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
11. ROADSIDE DITCHES AND CHANNELS SHALL BE STABILIZED DAILY UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
12. INSTALL TEMPORARY MATTING TO TOP OF ALL SIDE SLOPES ON CHANNELS, DIVERSION DITCHES AND TEMPORARY SEDIMENT BASINS.
REVISIONS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
GRAPHIC SCALE
40 0 20 40 80 160
CN 7259
1,9CI:11:0111
( IN FEET )
1 inch = 40 ft.
LATE PHASE SITE EROSION CONTROL PLAN
AREA 1
C04. 04
ID
iD
11
A
STABILIZATION
SITE AREA DESCRIPTION
TIME FRAME
STABILIZATION RUE FRAME EXCEPTIONS
PERIM17ER DIKES, SWALES, DITCHES
AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 -DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH.
ALL OTHER AREAS WITH SLOPES
NONE
FLATTER THAN 4:1
14 DAYS
1
1 (EXCEPT FOR PERIMETERS AND HQW ZONES).
EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE (SECTION II.B(2) (b))
THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL REGULATIONS THE
CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED
THOSE ABOVE.
INSTALL TEMPORARY EXCELSIOR MATTING FOR STABILIZATION DURING THE ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP
SLOPES (6:1 OR STEEPER) AND AREAS OF CONCENTRATED FLOW (CHANNELS, DITCHES, SWALES, ETC.). UTILIZE TEMPORARY
COCONUT MAT IN AREAS IDENTIFIED ON PLAN. REFER TO SPECIFICATION SECTION 312500 FOR MATERIAL SPECIFICATIONS. INSTALL
MATTING PER MANUFACTURER'S INSTRUCTIONS.
MAT SLOPES IN SUMMER AND WINTER - GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL
PRODUCT IF COMPLETED OUTSIDE OPTIMUM GERMINATION SEASONS, WHEN UNFAVORABLE WEATHER CONDITIONS PREVENT
ESTABLISHMENT OF VEGETA77VE GROUND COVER.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. ALL
OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION
OF SEDIMENT & EROSION CONTROL PERMIT FOR ANY OFF-SITE SITES TO OWNER PRIOR TO RELOCATING ANY STOCKPILE MATERIALS.
3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ARCHITECT.
4. TOTAL DISTURBED AREA: 13 AC.
5. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY. SEE DETAIL SHEET C702.
6. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE
PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.
7. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON -ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, FINE GRAINED
MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.
8. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT AND EROSION CONTROL
DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS REQUIRED AS INDICATED IN THE SLOPE & SURFACE STABILIZATION NOTES ON THIS PLAN.
9. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED
PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION
FOR THE SI TE
10. TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH PROTECTED AREA(S) WITHOUT WRITTEN
AUTHORIZATION OF THE COUNTY ZONING COMPLIANCE STAFF. ANY ACTIVITY (LANDSCAPING, FENCING, OR UTILITY INSTALLATION) SHOWN ON THE APPROVED
PLANS IN A TREE PROTECTION AREA, SHALL ALSO NOT OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY ZONING COMPLIANCE STAFF. ANY
UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE
REPLACEMENT OF ANY DAMAGED VEGETATION IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
11. ROADSIDE DITCHES AND CHANNELS SHALL BE STABILIZED DAILY UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
12. INSTALL TEMPORARY MATTING TO TOP OF ALL SIDE SLOPES ON CHANNELS, DIVERSION DITCHES AND TEMPORARY SEDIMENT BASINS.
REVISIONS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
GRAPHIC SCALE
40 0 20 40 80 160
CN 7259
1,9CI:11:0111
( IN FEET )
1 inch = 40 ft.
LATE PHASE SITE EROSION CONTROL PLAN
AREA 1
C04. 04
ID
iD
11
A

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C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919-828-1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cl North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
FITZGERALD, BRYAN C
DB 3 PG 1662
5\_ BM 162 2054 PG 0146
PIN# 1714242507/
ZONING: RIO
LEGEND
mm.,Xat
TEMP. GRAVEL CONSTR. ENTRANCE
- - - - -
EXISTING CONTOUR
SEE DETAIL SHEET C7.01
AND SLOPES
FINISHED CONTOUR
4%
TEMP. INLET PR07EC71ON DEVICE
7 DAYS
TEMP. CONTOUR
SLOPES STEEPER THAN 3:1
SEE DETAIL SHEET CZOI
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
(TEMP. GRADES DURING CONSTR.)
TEMP. SILT FENCE
a
PROPOSED STORM SEWER PIPES
7 -DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH.
SEE DETAIL SHEET CZ01
- - - - -
EXISTING STORM SEWER PIPES
FLATTER THAN 4:1
PERMANENT OUTLET PR07EC71ON
(EXCEPT FOR PERIMETERS AND HQW ZONES).
CONSTRUCTION LIMITS
SEE DETAIL SHEET C7.01
UNLESS 07HERMSE NOTED.
vv
v TCW
vv
TEMP. CONCRETE WASHOUT AREA
TREE PR07EC71ON FENCE
SEE DETAIL SHEET CZ01
�
SEE DETAIL SHEET CZ01
�����7��������
TEMP. COMPOST SOCK
TEMP. J -HOOK PROTECTION
SEE DETAIL SHEET CZ01
SEE DETAIL SHEET CZ01
TSSB
TEMP. SKIMMER SEDIMENT BASIN
CHANNEL LINING
SEE DETAIL SHEET COZ02
SEE DETAIL SHEET COZOI
4W
TEMP. COMPOST SOCK IN CHANNEL
B
TEMPORARY DEWATERING SILT BAG
SEE DETAIL SHEET COZ02
SEE DETAIL SHEET C07.o1
TEMP. DIVERSION DITCH / BERM
SEE DETAIL SHEET COZOI
MAINTENANCE PLAN
1. DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER ON EXPOSED SLOPES SHALL BE PROVIDED ACCORDING TO GROUND
STABILIZATION TABLE (BELOW) FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
2. FINAL PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO
GROUND STABILIZA71ON TABLE (BELOW) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
3. THE BELOW REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL REGULATIONS THE
CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED
THOSE BELOW.
4. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OF
VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER). REFER TO MATERIAL SPECIFICATIONS. INSTALL MATTING PER
MANUFACTURER'S INSTRUCTIONS.
5. ALL OTHER SEEDED AREAS SHALL BE MULCHED WITH STRAW AND TACKED WITH ASPHALT.
SELF -INSPECTION RULES
1. SELF -INSPECTION SHALL BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UN71L PERMANENT GROUND
COVER IS ESTABLISHED.
2 THE FINANCIALLY RESPONSIBILE PERSON AND/OR HIS AGENT WILL BE PERFORM SELF INSPECTIONS OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES USING NCDENR'S SELF INSPECTION REPORT (WORKSHEET) AND THIS WILL BE KEPT ONSITE
J. N077FICA71ON OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPEC71ON• 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. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM 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 UN71L PERMANENT GROUND COVER IS
ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 48.0131. THE SELF -INSPECTION REPORT FORM IS
AVAILABLE AS AN EXCEL SPREADSHEET FROM
http://d`eq.nc.govlabout/divisions/energy-mineral-land-resources/erosion-sediment-control/forms. IF YOU HAVE QUES71ONS
OR CANNOT ACCESS THE FORM, PLEASE CONTACT NCDENR OFFICE AT 919-791-4200.
4. CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGE ON SITE
5. CONTRACTOR SHALL KEEP A COPY OF APPROVED EROSION & SEDIMENT CONTROL PLANS, APPROVAL LETTER, 401/404
DOCUMENTS FROM DWR/USACOE, NPDES PERMIT WITH A MINIMUM OF MOST RECENT 30 DAYS ON SITE UN71L THE PROJECT IS
CLOSED BY NCDENR OFFICE CONTRACTOR SHALL SUPPLY A TEMPORARY WASH STATION IF AREAS ALONG PUBLIC STREETS
AND EXISTING SCHOOL ARE NOT KEPT CLEAN. CONTRACTOR MUST KEEP AREAS IN PUBLIC USE CLEAN OF SEDIMENT.
SLOPE & SURFACE STABILIZATION
GROUND STABILIZATION SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING SCHEDULE.
SITE AREA DESCRIPTION
STABILIZATION
71ME FRAME
STABILIZATION TIME FRAME EXCEP71ONS
PERIM17ER DIKES, SWALES, DITCHES
AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 -DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH.
ALL OTHER AREAS Il SLOPES
14 DAYS
NONE
FLATTER THAN 4:1
(EXCEPT FOR PERIMETERS AND HQW ZONES).
EXTENSIONS OF 77ME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC COND17101VS
THAT MAKE COMPLIANCE IMPRAC77CABLE (SECTION II.B(2) (b))
THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL REGULATIONS THE
CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED
THOSE ABOVE.
INSTALL TEMPORARY EXCELSIOR MATTING FOR STABILIZATION DURING THE ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP
SLOPES (6.1 OR STEEPER) AND AREAS OF CONCENTRATED FLOW (CHANNELS, DITCHES, SWALES, ETC.). UTILIZE TEMPORARY
COCONUT MAT IN AREAS IDENTIFIED ON PLAN. REFER TO SPECIFICATION SECTION 312500 FOR MATERIAL SPECIFICATIONS. INSTALL
MATTING PER MANUFACTURERS INSTRUCTIONS.
MAT SLOPES IN SUMMER AND WINTER - GRADED SLOPES AND FILLS SHALL BE PROTECTED K17H A ROLLED EROSION CONTROL
PRODUCT IF COMPLETED OUTSIDE OP7IMUM GERMINA71ON SEASONS, WHEN UNFAVORABLE WEATHER COND17IONS PREVENT
ESTABLISHMENT OF VEGETA77VE GROUND COVER.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. ALL
OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES. CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTA71ON
OF SEDIMENT & EROSION CONTROL PERMIT FOR ANY OFF-SITE SITES TO OWNER PRIOR TO RELOCATING ANY STOCKPILE MATERIALS.
J. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHOR171ES OR ARCHITECT.
4. TOTAL DISTURBED AREA: 13 AC.
5. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY. SEE DETAIL SHEET CZ02.
6. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE
PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.
Z THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON -ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, FINE GRAINED
MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.
8. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT AND EROSION CONTROL
DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS REQUIRED AS INDICATED IN THE SLOPE & SURFACE STABILIZA71ON NOTES ON THIS PLAN.
9. THE TREE PR07EC71ON FENCE SHALL BE MAINTAINED ON THE S17E UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED
PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION
FOR THE SI TE
10. TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH PROTECTED AREA(S) WITHOUT WRITTEN
AUTHORIZATION OF THE COUNTY ZONING COMPLIANCE STAFF. ANY ACTIVITY (LANDSCAPING, FENCING, OR UTILITY INSTALLATION) SHOWN ON THE APPROVED
PLANS IN A TREE PROTECTION AREA, SHALL ALSO NOT OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY ZONING COMPLIANCE STAFF. ANY
UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE
REPLACEMENT OF ANY DAMAGED VEGETATION IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
11. ROADSIDE DITCHES AND CHANNELS SHALL BE STABILIZED DAILY UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
12. INSTALL TEMPORARY MATTING TO TOP OF ALL SIDE SLOPES ON CHANNELS, DIVERSION DITCHES AND TEMPORARY SEDIMENT BASINS.
v� I
SEE SHEET C04.04 EROSION
CONTROL FOR MORE
CONSTRUCTION SEQUENCE
I
SEC
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB
REVIEW: RP
GRAPHIC SCALE
40 0 20 40 80 160
CN 7259
SHEET
( IN FEET )
1 inch = 40 ft.
LATE PHASE SITE EROSION CONTROL PLAN
AREA 2
C04.05
ID

1 D 13 1 1 5 16
EXCESS SOCK MATERIAL NOTES: 2"x2" STAKES
PLACED 4' O.C.
50' MIN. 1i- =i_ TO BE DRAWN IN AND 2"x2"x36" STAKES
TIED OFF TO STAKE AT MAXIMUM DEPTH OF 1. MATERIALS TO BE FILTREXX OR APPROVED PLACED 4' O.C. MIN. 12" COMPOST
'. BOTH ENDS. 2"x2"x36" STAKES CONTAMINATED WATER EQUAL. 3" PROTRUDING. SOCK
° ° ° ° ° ° ° ° ° ° : ""' PLACED 4' 0. C. IS 50%� OF CONCRETE
;- 2. COMPOST SOCK CONCRETE WASHOUT SHALL AREA TO BE
° = = = = ' BLOWN PLACED
i CURB WASHOUT HEIGHT BE INSTALLED PER MANUFACTURER'S /
° 25' OR WIDTH OF FILTER MEDIA PROTECTED AREA TO BE
° ° WIRE TIES, (TYP.) CURB L'
SPECIFICATIONS. PROTECTED
PROPOSED STREET STORM GRATE 18" COMPOST SOCK 3. INSTALL ON FLAT GRADE FOR OPTIMUM WORK AREA -wail
2"-3" MIN. OR DRIVEWAY WATER FLOW
EXISTING COARSE AGGREGATE 12" COMPOST SOCK
ROADWAY WHICHEVER IS N A
.;.;....,... .. PERFORMANCE
(CLASS 'A' RIP RAP) ° ° GREATER. DROP INLET PLAN 12" MIN 2. CONCRETE WASHOUT MAY BE STACKED 1 12" MIN.
�' PYRAMIDAL CONFIGURATION FOR ADDED WORK AREA
° ° HEIGHT AND STABILITY.
°° o ° ° ° ° ° ° o° ° o ° ° ° ° 12" COMPOST I SECTION 3. CONCRETE WASHOUT MAY BE DIRECT 12" COMPOST SOCK
° ° ° ° ° ° SOCK NTS SEEDED AT THE TIME OF INSTALLATION.
PLAN STORM GRATE 4. 2"X2" OAK OR OTHER DURABLE HARDWOOD PERVIOUS SURFACE PERVIOUS SURFACE
NEW CONSTRUCTION STAKES SHALL BE USED. STAKES SHALL BE SECTION PLAN
EXISTING I 12" COMPOST SOCK PLACES AT A MAXIMUM INTERVAL OF 4
ROADWAY DROP FEET. STAKES SHALL BE DRIVEN TO A
35' MIN. 15' MIN. INLET PUMP CONTAMINATED WATER
INTO CONCRETE WASHOUT MINIMUM DEPTH OF 12 INCHES, WITH A
6" °So ° ° ° 0 12" MIN.
CURBSIDE OPTION 2"x2"x36" STAKES MINIMUM OF 3 INCHES PROTRUDING ABOVE
MIN.
00 °° °° ° °° ° ° ° ° CURBSIDE OPTION "B" PLAN PLACED 4' O.C. THE COMPOST SOCKS.
CONCRETE BLOCKS OR SAND
6" MIN. BAGS SIZED AS NEEDED 4' O.C.
EXCESS SOCK DROP INLET SECTION A PLAN ( )
12" COMPOST SOCK
MATERIAL TO 12" COMPOST SOCK
BE DRAWN IN SECURE COMPOST SOCK TO GRATE PAVEMENT OR CONCRETE BLOCKS OR
CURB IMPERVIOUS SURFACE SAND BAGS SIZED AS
CROSS SECTION AND TIED OFF WITH RUBBER TIE DOWNS. MAINTENANCE NOTES:
TO STAKE AT NOTES: NEEDED (4' O.C.)
BOTH ENDS. 18" COMPOST SOCK
AREA TO BE
CONSTRUCTION NOTES: MAINTENANCE NOTES: 1. MATERIALS TO BE FILTREXX OR APPROVED EQUAL. 1. INSPECT COMPOST SOCKS WEEKLY AND WORK AREA
1. MAINTAIN THE GRAVEL PAD IN 2. ALL MATERIAL AND INSTALLATION TO MEET STATE AND LOCAL
AFTER EACH SIGNIFICANT RAINFALL EVENT
i<,'•
PROTECTED
1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE � WATER FLOW
AREA TO BE
D D
MAXIMUM UTILITY BY ALL CONSTRUCTION CONDITION TO PREVEENT MUD OR SPECIFICATIONS. (1/2 INCH OR GREATER).
VEHICLES. SEDIMENT FROM LEAVING THE SITE.
3. 2"X2" OAK OR OTHER DURABLE HARDWOOD STAKES SHALL
..';. 2. SEDIMENT SHOULD BE REMOVED FROM PROTECTED
MAY REQUIRE PERIODIC TOPDRESSING
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE BE USED. STAKES SHALL BE PLACES AT A MAXIMUM >' A' BEHIND CHECK DAM ONCE THE
WITH 2 -INCH STONE. CATCH WORK AREA
LARGE TRUCKS SHALL TO BE PROVIDED. BASIN INTERVAL OF 4 FEET. STAKES SHALL BE DRIVEN TO A ACCUMULATED HEIGHT HAS REACHED %2 THE
2. IMMEDIATELY REMOVE ALL
3. ENTRANCES MUST BE MAINTAINED INA MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES HEIGHT OF THE CHECK DAM.
OBJECTIONABLE MATERIALS SPILLED, 12" COMPOST SOCK
CONDITION WHICH WILL PREVENT TRACKING OR PROTRUDING ABOVE THE COMPOST SOCKS. ® 3. THE COMPOST SOCK MUST BE REPLACED IF
DIRECT FLOW OF MUD ONTO STREETS. PERIODIC WASHED OR TRACKED ONTO PUBLE k' . ;.... ; ; .::,''':;:
ROADWAYS.. 4. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS • "' CLOGGED OR TORN.
TOPDRESSING WITH STONE WILL BE NECESSARY. 4. IF PONDING BECOMES EXCESSIVE, THE SOCK IMPERVIOUS SURFACE
CONTRACTOR SHALL MAINTAIN AS NECESSARY. ARE USED ON PAVEMENT) HEAVY CONCRETE BLOCKS OR
CURBSIDE SECTION SAND BAGS SHALL BE USED BEHIND THE SOCK TO HOLD IT MAY NEED TO BE REPLACED WITH A SECTION
4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE IN PLACE DURING RUNOFF EVENTS. LARGER DIAMETER OR A DIFFERENT NOTES; IMPERVIOUS SURFACE
ROAD MUST BE CLEANED UP IMMEDIATELY. MEASURE.
5. FREQUENT CHECKS OF THE ETRANCES) AND 5. THE ENDS OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP 5. THE SOCK NEEDS TO BE REINSTALLED IF PLAN
N
TIMELY MAINTENANCE SHALL N PROVIDED. SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE END 1. MATERIALS TO BE FILTREXX OR APPROVED EQUAL.
MAINTENANCE NOTES: OF THE SOCKS. UNDERMINED OR DISLODGED. 2. ALL MATERIAL AND INSTALLATION TO MEET STATE AND LOCAL SPECIFICATIONS.
6. NOTES ARE APPLICABLE AT ALL POINTS OF 6. THE COMPOST SOCK SHALL BE INSPECTED 3. COMPOST SOCKS SHALL BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHER AFFECTED AREAS,
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. 1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). UNTIL LAND DISTURBANCE IS COMPLETE PERPENDICULAR TO SHEET FLOW. COMPOST SOCKS ARE EFFECTIVE IN AREAS WHERE SEDIMENT ACCUMULATION OF
2. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS REACHED %2 THE HEIGHT OF THE PLAN AND THE AREA ABOVE THE MEASURE HAS LESS THAN SIX INCHES IS EXPECTED.
CHECK DAM. NTS BEEN PERMANENTLY STABILIZED. 4. COMPOST SOCKS CAN BE APPLIED ON SLOPES UP TO A 2:1 GRADE WITH A MAXIMUM HEIGHT OF 10 FEET.
CONSTRUCTION ENTRANCE N.T.S 3. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. COMPOST SOCK SHOULD NOT BE USED ALONE BELOW GRADED SLOPES GREATER THAN 10 FEET IN HEIGHT.
4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. TEMPORARY COMPOST SOCK CONCRETE WASHOUT N.T.S. 5. 2"X2" OAK OR OTHER DURABLE HARDWOOD STAKES SHALL BE USED. STAKES SHALL BE PLACES AT A MAXIMUM
5. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. INTERVAL OF 4 FEET, OR A MAXIMUM INTERVAL OF 8 FEET IF THE SOCK IS PLACER IN A 4 INCH TRENCH. STAKES
6. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS L TYPE STONE SHALL BE DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES PROTRUDING ABOVE THE
NOTES BEEN PERMANENTLY STABILIZED. COMPOST SOCKS.
1. CONTRACTOR TO INSPECT SILT BAG EVERY TWO� 6. COMPOST SOCKS SHALL BE SLEEVED WHEN SECTIONS LONGER THAN 200 -LF ARE REQUIRED. STAKES SHALL BE
WEEKS OR AFTER EVERY SUBSTANTIAL RAIN EVENT. TEMPORARY COMPOST SOCK INLET PROTECTION N•TS. Q o°0p0 0o A PLACED ON SLEEVED AREAS TO KEEP SECTIONS TOGETHER.
2. CONTRACTOR TO REMOVE AND DISPOSE OF o O0p° ° p 0 °po° 7. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE BLOCKS
COLLECTED SILT AT AN ACCEPTABLE OFF SITE 8'-0" MIN. WIDTH 2' ° o opo 0 °cooo S°�op`�0 ° p J + OR SAND BAGS SHALL BE USED BEHIND THE SOCK TO HOLD IT IN PLACE DURING RUNOFF EVENTS.
LOCATION. _ - poco O o 0 0 ° + o o 8. COMPOST SOCK SHOULD BE PLACED AT A 10 FOOT MINIMUM DISTANCE FROM THE TOE OF THE SLOPE TO ALLOW
�� TEMPORARY i MIN. - o S p°,��j e,30 � pow o � o Dom oo
1" REBAR FOR BAG CURB 3. COLLECTED SEDIMENT TO BE REMOVED ROUTINELY TO LINER D W O 0 0 0 0° ° 0 o S O ° ° 3 FOR A PROPER RUNOFF ACCUMULATION AND MAXIMUM SEDIMENT STORAGE. ON FLAT AREAS, COMPOST SOCK SHALL
REMOVAL FROM INLET OPENING /� /\ - - R�00 �0 0000 ��� ° IN BE PLACED AT THE EDGE OF DISTURBED AREAS.
ENSURE FUNCTIONALITY OF SILT BAG. %/ /�� 18" 0 00 o p ° om° O�60
} ° Oo ° O-pO S0900°� 9. THE ENDS OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE
4. DEVICE SHALL BE MANUFACTURED FROM WOVEN 2'-0" MIN. p 0° p Oo0 0 p° o END OF THE SOCKS.
POLYPROPYLENE GE07EXTILE TO FIT THE OPENING OF
A CATCH BASIN OR DROP INLET TO FILTER SEDIMENT 0 0-0 o So
FROM RUNOFF ENTERING THE INLET. DEVICE SHALL /// 2:1 SLOPE(MAX.) Do=OUTLET PIPE DIAMETER p 0
\ ` o TEMP. PLASTIC LINING SECTION A -A (AMOCO 2006 MAINTENANCE NOTES:
/\/\/-
BE PROVIDED WITH AN INTEGRAL CURB DEFLECTOR IF NTS �\\/\\\��� OR EQUIVALENT)
FOA CURINSTALLED AT A CATCH BASIN WITH AVERTICAL // PLAN FILTER BLANKET 1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER).
DEFLECTOR OPENING ADJACENT TO A HORIZONTAL GRATE. r�\\//�
OVERFLOW OPENING //j CROSS SECTION (OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL) 2. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS REACHED %2 THE
5. THE DEVICE SHALL BE A HIGH FLOW "SILTSACK" AS HEIGHT OF THE CHECK DAM.
MANUFACTURED BY ACF ENVIRONMENTAL, INC. OR POSITIVE GRADE 1.0% MAX. z 3. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN.
SILT BAG - APPROVED EQUAL. L TYPE STONE 4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT
DUMP LOOPS - 6. INSTALL DEVICE IN ACCORDANCE WITH UPSLOPE TOE N / 1 MEASURE.
MANUFACTURER'S INSTRUCTIONS AND INSTALL A SIDE SLOPES 5. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED.
CURB DEFLECTOR IF APPROPRIATE B 0 5-0 o0 B o ° ° °oo 6. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE
7. INSPECT DEVICE AFTER EACH RAIN EVENT AND AT bo p ° So� o o MEASURE HAS BEEN PERMANENTLY STABILIZED.
INTERVALS NOT EXCEEDING TWO WEEKS DURING ° 0 0°o S p go o p��0o
CONSTRUCTION. REMOVE, EMPTY, CLEAN, AND O C00 0 0 0 0 , ^p w o
MAINTENANCE NOTES: �� __- og o° moo °p°� ° °� + } TEMPORARY COMPOST SOCK PERIMETER FENCE N. TS.
REPLACE THE DEVICE AS NEEDED DURING 0 CS o 0 0 S O
CONSTRUCTION. EMPTY COLLECTED SEDIMENT IN 1. INSPECT TEMPORARY DIVERSIONS \ \\ DD W1 D a 0 cp 000 0 o S 00� 0 0 po
ONCE A WEEK AND AFTER - ° p0 0 0 oO "Coo C3 11100 II STD SILT FENCE
APPROVED, PROTECTED LOCATION. REMOVE AND ��� 0 0 o Op o S0�°o ° oN SECTION B -B FILTER BLANKET POST
DISPOSE OF DEVICE FOLLOWING FULL AND EVERY RAINFALL. \ 00 0 000 000 �c00 � (AMOCO 2006
PERMANENT STABILIZATION OF THE CONTRIBUTING 2. IMMEDIATELY REMOVE SEDIMENT ��� �� \ �� Oo X00OR EQUIVALENT)POST (TYP)
DRAINAGE AREA. FROM THE FLOW AREA AND D=OUTLET PIPE DIAMETER �__,%_Op
0o
REPAIR DIVERSION DITCH. o- MAINTENANCE NOTES:
10'
3. INSPECT AND MAKE TIMELY STEEP CUT OR FILL SLOPE PLAN 1. RIP RAP OUTLET STRUCTURES TO BE INSPECTED
WEEKLY AND AFTER EVERY RAINFALL EVENT.
REPAIRS AS NEEDED. PLAN VIEW (OUTLET TO WELL DEFINED CHANNEL) 2. REPAIRS ARE TO BE MADE IMMEDIATELY,
PERMANENT OUTLET PROTECTION
SILT BAG INLET PROTECTION N.r.s. /ANCHOR NETTING ` o� o
APRON APRON APRON o 0 0 0
3.5 STAPLES SY \ OUTLET Oso DMnx RIP RAP o
IN A 6" DEEP TRENCH NOTES: THICKNESS LENGTH WIDTH o 0 0 0
PROTECTION (INCHES) (INCHES) CLASS (INCHES) (FEET) (FEET)
CONSTRUCTION SPECIFICATIONS: "' 1SIGAUGE WIRE NG 6"\ 1 TOP OF RIP RAP AT DOWNSTREAM GRADE OF THE RECEIVING D ONE A6 8 12 B 18 15 8
BRUSH, STUMPS, AND OTHER OBJECTIONABLE - APRON SHALL BE FLUSH WITH \\/\ /�� \`�\�\ �\ �\ •�\��//�//�/\\'
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, o
X X X "U" STAPLES. I TEMPORARY LINER
MATERIALS. 20.. � 2. VEGETATE ALL DISTURBED AREAS WITH VEGETATION IMMEDIATELY AFTER B5 8 12 B 18 12 6 ELEVATION
FILTERED WATER USE 8" STAPLES INSTALLATION.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS y FOR LOOSE SOILS. 3. SEE EROSION CONTROL PLAN FOR APRON DIMENSIONS. WETLAND 3 4 6 A 12 5 4
B l SECTION MEETS ALL DESIGN REQUIREMENTS. X X X USE 9 -GAUGE \ /
\l 3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT STAPLES OR /
ANY POINT THAN THE DESIGN ELEVATION PLUS THE HEAVIER IN HARD _ RIPRAP OUTLET PROTECTION N.T.S. NOTES:
SPECIFIED SETTLEMENT. OR ROCKY SOILS 1. INSTALL SILT FENCE PER STD.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO COMPOST LOGS: SILT FENCE DETAIL.
SEWN -IN PERMIT MACHINE REGRADING AND CLEANOUT.
SEDIMENT
FILTER BAG SPOUT DEWATERING 5. VEGETATE THE RIDGE IMMEDIATELY AFTER 1. COMPOST LOGS SHALL BE THREE-DIMENSIONAL 12 -IN DIAMETER TUBULAR SEDIMENT 2. LOCATE REINFORCED OUTLET
ANCHOR LOG WITH
�-
PUMP CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE 6.5' / T CONTROL DEVICE COMPRISED OF AN ORGANIC COMPOST FILTER MEDIA CONTAINED IN A 2"x2"x3-FT WOODEN AT LOW POINTS OF SILT FENCE
f DISCHARGE HOSE _ LESS THAN 30 WORKING DAYS. ` TUBULAR KNITTED MESH SOCK. 0 EKES AT 4 -FT J BARRIER AND WHERE SHOWN
ED 6. APPLY SOLID PLASTIC (BLACK, 20 MIL) LINING ON TEMPORARY MAT STAPLE PATTERN ` 2. SOCK NETTING SHALL BE 5 -MM THICK CONTINUOUS HDPE FILAMENT MESH WITH NOTCH AND FOLD ON EROSION CONTROL PLAN.
SURFACE OF DIVERSION DITCH ON ANY SLOPES NTS 3/8 -IN OPENINGS. STEEL POST FABRIC OVER GFN 3. INSTALL COMPOST FILTER LOG
GREATER THAN 109. ENTERING BASINS/PONDS. CHANNEL LINER 9Q F� DIVERTERS AT OUTLETS WHERE
TIE -DOWN 3. FILTER MEDIA SHALL HAVE THE FOLLOWING PROPERTIES: I HORIZONTAL POST c`'q -9z SHOWN ON EROSION CONTROL
PLAN STRAP MATTING INSTALLATION NOTES: 3.1. MATERIAL: MATURE COMPOSTI PLAN.
1. INSTALL TEMPORARY CHANNEL MATTING IN ALL DIVERSION SWALES OR OTHER GRASSED AREAS OF CONCENTRATED STORMWATER FLOW DURING BOTH TEMPORARY AND PERMANENT GRASS 3.2. pH: 5.0 - 8.5 WOVEN WIRE FABRIC FCT O/1/ O
ESTABLISHMENT. ALL TEMPORARY MATTING SHALL BE EXCELSIOR MATTING UNLESS NOTED OTHERWISE ON THE EROSION CONTROL PLAN. 1 °Q 12" 57 0/_ COMPOST COMPOST FILTER L 4. OPTIONAL CONSTRUCTION:
3.3. MOISTURE CONTENT. < 60% 12 -IN DIA. MIN. STACKED COMPOST FILTER
SEDIMENT 2. SEE SPECIFICATIONS FOR TEMP. LINING REQUIREMENTS. 3.4. ORGANIC MATTER: > 25% DRY WEIGHT HORIZONTAL POST I WASHED STONE �NO�`c LOGS MAY BE PLACED IN LIEU
FILTER BAG DEWATERING ��
FLOW HOSE 3. PREPARE SOIL BEFORE INSTALLING MATS OR NETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. 3.5. PARTICLE SIZE: 99% PASSING 2 -IN SIEVE, 30-50% PASSING 3/8 -IN SIEVE. SILT FENCE FABRIC �c� F'S'04y1 ST STONE. LOGS SHALL BE
S
\i� 1/, �1/1 ZZ\ZZ�/ �\\,�\ 5. ROLL CENTER M4. BEGIN AT THE �� OR NET INOF THE HANNEL BY DIRECTION OF W��ERGTHE FLOW ON OR BOTTOM IN A OF CHA6NNEL.P TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. CLASS A' 1���0 0p o/STBF� SEDIMENT TED TOA18 EI I TOTAN A HEIGHT.
PYRAMID SHAPE
4 -IN STRAW UNDERLAY MAINTENANCE NOTES: RIP RAP (T)P) � � o I •. ;..,., .. •
6. PLACE MAT OR NET END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE. 1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
FOR INCREASED DRAINAGE/\/\/\j i\/\/\/\ ''•k :`':-' `' •: ;:;.':•. ' "'
TRENCH OR 7. FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE SLOPES SHALL BE ANCHORED IN 6" DEEP TRENCH AFTER STAPLING. VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE/OUTLET.
ELEVATION EXCAVATIONTAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE & -SILT FENCE FABRIC
8. MATS OR NETS SHALL BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT.
9. THE TERMINAL END OF THE MAT OR NET MUST BE ANCHORED IN A 6" DEEP TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING N SILT FENCE
DIVERSION DITCH SCHEDULE THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA Li Li Li
HAS BEEN PROPERLY STABILIZED.
SECTION PLAN VIEW WITH COMPOST LOG J -HOOK
A DEWATERING SEDIMENT FILTER BAG N.TS TEMPORARY DIVERSION DITCH / BERM N.T.S TEMPORARY REINFORCED SILT FENCE OUTLET N.TS.
SEALS
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PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
DESIGNER
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919-828-1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
10
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
SHEET
DETAILS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB CN 7259
REVIEW: RP C07001
BOTTOM
SIDE SLOPE
CHANNEL
CHANNEL
PERM.
TEMP.
MIN. TOP WIDTH
3. INSPECT COMPOST LOGS AFTER EACH RAINFALL EVENT. ADJUST LOCATIONS AS + �� `��
CHANNEL
WIDTH (FT)
(H: V)
GRADE
LENGTH
LINING
LINING
OF LINING (FT)
NEEDED TO MAINTAIN A CONTINUOUS BARRIER TO DIRECT RUNOFF TO OUTLET. SILT FENCE OUTLET/
SEE THIS DETAIL
TDD -1
1
3:1
6.89
80 LF
GRASS
STRAW/NET
10
SHEET
SECTION PLAN VIEW WITH COMPOST LOG J -HOOK
A DEWATERING SEDIMENT FILTER BAG N.TS TEMPORARY DIVERSION DITCH / BERM N.T.S TEMPORARY REINFORCED SILT FENCE OUTLET N.TS.
SEALS
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CUCN
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PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
DESIGNER
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919-828-1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
10
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
SHEET
DETAILS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB CN 7259
REVIEW: RP C07001

1 > 5 14 1 5 5' MIN. 5
TOP OF EMBANKMENT EL = D CONSTRUCTION NOTES: SET TOP OF POST AT 6 -IN
1. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS ABOVE CREST OF SPILLWAY
EMERGENCY SPILLWAY INDICATED. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT AND AT LEAST 2 -IN BELOW
EMER. SPILLWAY CREST EL = C �' TDP OF EMBANKMENT
OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOILS
CONTAINING HIGH AMOUTS OF ORGANIC MATTER.
61, ZLINE
2.PLACE OUTLET BARREL ON A FIRM, SMOOTH FOUNDATION OF IMERVIOUS NTAPpF
ROPE FOR ACCESS TO N AY SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND GRAVEL OR F Ae
SKIMMER FOR MAINTENANCE ��
t� WITH LAMINATED PLASTIC STC OR t CRUSHED STONE AS BACKFILL AROUND PIPE. PLACE FILL MAERIAL AROUND SpllLW E egFFEI
_ - IMPERMEABLE GEOTEXTILE PIPE IN 4 -IN LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AY REST
_ _ _ _ _ _ - - - FABRIC. SEE NOTE 5. SEED &MULCH AT LEAST 909 OF THE STANDARD PROCTOR DENSITY. CARE SHALL BE -DRAPE COIR FIBER BAFFLE 4'
EMBANKMENT TAKEN TO NOT RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION. FABRIC OVER POST AND B MA
FLOATING SKIMMER 1-3/8" WIDE STEEL TENSION WIRE STRAND p wW k'
3. ASSEMBLE THE SKIMMER IN ACCORDANCE WITH THE MANUFACTURER'S POSTS (1.25-LB/LF) AND SECURE WITH PLASTIC � E
SKIMMER SIZE: F INSTRUCTIONS. ATTACH SKIMMER TO BARREL PIPE WITH FLEXIBLE JOINT AND STN 10'-0" MIN. WIDTH
ORIFICE SIZE: G ZCOMPA POSITION THE SKIMMER OVER THE EXCAVATED PIT. ATTACH A ROPE TO WITH 14-SQ.IN. ZIP TIES AT POSTS AND S
6'Lx2'Wx12"D ANCHOR PLATE TEMPORARY z
MANUFACTURER: J.W. FAIRCLOTH &SONS SELECT FILL THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. WIRE AT 12" O.C. ��
CLASS A STONE � I MIN. 9 -GAUGE HIGH LINER
8'x8' 74. EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE I TENSION WIRE STRAND.
OF ROOTS, VEGETATION, ROCKS & OTHER OBJECTIONABLE MATERIAL. I i SECURE TO EACH POST.
BASIN BOTTOM & 24" TEMPORARY OUTLET PIPE: PVC (SCH. 40) © 1.09 SLOPE DIA: E SCARIFY SURFACES BEFORE PLACING FILL. PLACE FILL IN 6-8 INCH LOOSE 1 I
BARREL INV EL =B I�►1 LIFTS. COMPACT TO AT LEAST 909 OF THE STANDARD PROCTOR DENSITY. I EXTEND WIRE STRAND TO 2'-0" MIN.
BASIN SIDE WALL AND
00 5. LINE THE ENTIRE EMERGENCY SPILLWAY WITH LAMINATED PLASTIC OR DRIVE POSTS 24 -IN MIN. TEMP. PLASTIC LINING
PIT ELEV = A IMPERMEABLE GEOTEXTILE FABRIC. FABRIC SHALL BE WIDE ENOUGH TO i SECURE WITH POST. NTS
COVER THE BOTTOM AND SIDES OF THE SPILLWAY AND EXTEND ONTO THERAWNW, INTO FLOOR OF BASIN.
TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES SHALL BE 12" DEEP WIRE LAP FABRIC ONTO FLOOR
EXCAVATE 18" DEEP PIT BELOW SECURED WITH 8 -IN STAPLES OR PINS. THE FABRIC SHALL BE LONG STAPLES SPACED I I AND SIDE SLOPES OF BASIN
SKIMMER AND PROVIDE BASIN SECTION ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. AT 12 N AND SECURE WITH
8'x24"x18" #57 WASHED STONE NTS THE WIDTH OF THE FABRIC SHALL BE ONE POECE, NOT JOINED OR SPLICED. 11 -GAUGE (12 -IN DEEP)
PAD TO KEEP SKIMMER FROM IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF LANDSCAPING STAPLES. BAFFLE FABRIC:
SETTLING IN MUD THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY CR
BE USED. THE UPPER SECTIONS SHALL OVERLAP THE LOWER SECTIONS SO 1009 COCONUT FIBER WOVEN MESH WITH THE FOIOLLOTWINE, HIGH-STRENGTH
WING PROPERTIES:
WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND BAFFLE INSTALLATION THICKNESS: 0.30 IN. MIN.
BASIN A B C D E F G SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. BAFFLE SECTION
D TOP OF EMBANKMENT NUMBER (FT) (FT) (FT) (FT) (IN) (IN) (IN) 6. INSTALL BAFFELS ACROSS BOTTOM OF BASIN. TENSILE STRENGTH (WET): 900 x 680 LB/FT MIN. D
t t� PIT BASIN EMERG. EMBANK. OUTLET SKIMMER ORIFICE ELONGATION (WET): 699 x 349 MAX.
EMER. SPILLWAY CREST
ELEV BOTTOM SPILLWAY TOP PIPE DIA. SIZE DIA. PERCENTAGE OF BASIN FLOW VELOCITY. 10-12 FT/SEC
1 233.5 235.0 236.2 238.0 4 2 1.250
SURFACE AREA ��. WEIGHT. 20-oz/SY MIN.
LINE EMERGENCY SPILLWAY 2 261.5 1 263.0 1 264.5 266.0 4 1 2 1 1.5 MAINTENANCE NOTES: BAFFLE WIDTH: 6.5 -FT MIN.
WITH LAMINATED PLASTIC OR (TYP) ��o LINE SLOPES WHERE DIVERSION DITCH
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT OPEN AREA: 509 MAX.
REACHES A DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER. OR OTHER CONCENTRATED FLOW
10' IMPERMEABLE GEOTEXTILE EARTH
REPAIR BAFFELS IF THEY ARE DAMAGED. EMBANKMENT 2�F DISCHARGES INTO BASIN WITH WOVEN
FABRIC. SEE NOTE 5. � �
o UV PROTECTED IMPERMEABLE 10 -MIL
2. PULL SKIMMER TO SIDE OF BASIN WITH ROPE AND INSPECT REGULARLY. KEEP 4,�' F` BAFFLE NOTES:
`�- THICK MIN. GEOTEXTILE FABRIC (10 -FT
EMERGENCY SPILLWAY SECTION SKIMMER HEAD, ORIFICE AND PIPE FREE OF DEBRIS. REMOVE SEDIMENT FROM c '%s� 1. INSTALL AT LEAST 3 BAFFLES SPACED AS
MIN. WIDTH
NTS BENEATH SKIMMER AND ENUSRE VEGETATION DOES NOT INTERFERE WITH \ ego h9� ) SHOWN. BASINS LESS THAN 20 -FT IN
SKIMMER OPERATION. \ `�s ®<"�, LENGTH MAY USE 2 BAFFLES.
0
3. CHECK FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REPAIRS WITH 2. DO NOT SPLICE FABRIC. USE CONTINUOUS
� 's-9 'Lo
FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. �`�o �F,p PIECE ACROSS THE BASIN.
3. INSPECT BAFFLES AT LEAST ONCE PER WEEK
TEMPORARY SKIMMER SEDI MEN T BASIN N. T S. �G�� �<" AND AFTER EACH RAINFALL. MAKE ANY
r REQUIRED REPAIRS IMMEDIATELY.
NOTES: 4. SHOULD BAFFLE FABRIC COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE,
EXCESS SOCK MATERIAL TO BEya REPLACE PROMPTLY.
DRAWN IN AND TIED OFF TO STAKE 1. MATERIALS TO BE FILTREXX OR APPROVED EQUAL. o
AT BOTH ENDS 2. ALL MATERIAL AND INSTALLATION TO MEET STATE AND LOCAL SPECIFICATIONS. 5. TAKE CARE AVOID DAMAGE TO BAFFLES
3. COMPOST SOCK MAY BE USED AS CHECK DAMS IN DITCHES NOT EXCEEDING 3 FEET IN DEPTH. DURING PERIODIC SEDIMENT REMOVAL. REPAIR
BAFFLE PLACEMENT ANY DAMAGE AS NEEDED.
4. PRIOR TO SOCK INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND OTHER DEBRIS
GREATER THAN ONE INCH THAT MAY INTERFERE WITH PROPER FUNCTION.
5. 2"X2" OAK OR OTHER DURABLE HARDWOOD STAKES SHALL BE USED. STAKES SHALL BE PLACED AT A MAXIMUM TEMPORARY BASIN BAFFLES N.TS
INTERVAL OF 2 FEET. STAKES SHALL BE DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3
INCHES PROTRUDING ABOVE THE COMPOST SOCKS.ANCHOR MATTING IN 6"x6" MAINTENANCE NOTES:
. ... . ...... :
r 6. THE ENDS OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND TRENCH AT TOP OF SLOPE AND 1. INSPECT MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 -IN OR GREATER) RAINFALL AND
r r 12" COMPOST THE END OF THE SOCKS. _ STAPLE AT 12 -IN INTERVALS REPAIR IMMEDIATELY AS NEEDED.
r SOCK 7. CHECK DAM SHOULD BE USED IN AREAS THAT DRAIN 10 ACRES OR LESS. ? \,� ALONG TOP OF SLOPE. 2. ENSURE GOOD CONTACT WITH SOIL SURFACE IS MAINTAINED AND EROSION DOES NOT OCCUR BENEATH
8. CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION. �j >- MATTING.
FLOW
J. AREAS OF MATTING THAT ARE DAMAGED OR WHERE NOT IN CLOSE CONTACT WITH THE SOIL SHALL BE
5 DOZER TREADS CREATE2"x2"x36" STAKES REPAIRED AND STAPLED.
r ' MAINTENANCE NOTES:
CLEAT IMPRINTS PARALLEL PLACED 2O.C. 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DAMAGE, THE PROBLEM SHALL BE FIXED AND THE
TO THE SLOPE CONTOUR r 1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). �� ERODED AREAS PROTECTED.
ro2. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS REACHED %2 5. MONITOR AND REPAIR MATTING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
THE HEIGHT OF THE CHECK DAM.
i/
J. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN.
4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A i STAPLE OVERLAPS AT NOTES:
DIFFERENT MEASURE. MAX. 5 -FT SPACING 1. SLOPE SURFACE SHALL BE SMOOTH PRIOR TO PLACEMENT OF MATTING TO ENSURE PROPER SOIL CONTACT.
5. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. 2. LIME, FERTILIZE, AND SEED PRIOR TO PLACING MATTING. PLANT SHRUBS, TREES, ETC. FOLLOWING PLACEMENT OF
�- 6. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE
�� � y � o MATTING.
SHOULD BE SEEDED AND STABILIZED MEASURE HAS BEEN PERMANENTLY STABILIZED.
IMMEDIATELY. J. ON SLOPES FLATTER THAN 4:1, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS.
4. DO NOT STRETCH MATTING TIGHT. ALLOW ROLLS TO CONFORM TO ANY IRREGULARITIES.
EXTEND MATTING TO 2 -FT PAST 5. INSTALL STAPLES IN PATTERNS AS RECOMMENDED BY MATTING MANUFACTURER.
SLOPE TRACKING N.T.S. TEMPORARY COMPOST SOCK CHECK DAM N.TS TOE OF SLOPE, TURN -UNDER
END OF MATTING AND STAPLE
AT 12 -IN INTERVALS.
40" SLOPE PROTECTION MATTING N.TS
2" LETTERS(TYP VARIABLE AS DIRECTED BY THE ENGINEER BOTTOM DIMENSIONS
TREE PROTECTION AREA (SEE EROSION CONTROL PLAN)
DO NOT ENTER STORM DRAIN SILT BAG INSERT.
d-
ZONA DE PROTECCION N MIN. 12-1/2 GA. INLET/OUTLET
PARA ARBOLES - NO ENTIRE A
E INTERMEDIATE A
MIN. 10 GA. WIRES
LINE WIRES \\i\moi\\i\� _ _ /•� /.� /.�
WARNING SIGN DETAIL 8' MAX. 6e GRADE \� \� 1 EXCAVATION DETPH 24"
VARIABLE AS DIRECTED BY THE ENGINEER /\ �\\�\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ \ / /
STEEL POST �/ ��� ��� ��� ���� ��� ���� ���� ���� ���� �����// \�/�� CONTRACTOR SHALL CORE DRILL FOUR (4) 2 -IN ��// a GRAVEL -SUPPORTED BY HARDWARE
WARNING SIGN % / �� ILT FENCE DIAMETER WEEP HOLES IN EACH INLET AT BASE CLOTH TO ALLOW DRAINAGE AND
OS ERESTRICT SEDIMENT MOVEMENT.
RANGE SAFETY FENCE
ATTACHED TO WOVEN / / OF EXCAVATION. PLACE MESH OVER HOLES d
WIRE FABRIC BACKING TREE PROTECTION AREA \" PRIOR TO PLACING WASHED STONE FILTER. FOR DEW HOLES
DO NOT ENTER I MIN. 12-1/2 GA.
INTERMEDIATE / PATCH WEEP HOLES WITH NON -SHRINK GROUT
Z 1.__. ZONA DE PROTECCION
"� WARNING SIGN MIN. 10 GA. i; E PARA ARBOLES - NO ENTRE .I WIRES / ! UPON COMPLETION OF SITE STABILIZATION AND
i* / PLAN REMOVAL OF EXCAVATED PROTECTION MEASURE.
LINE WIRES '-------- ;
GRADE _4 GRADE FRONT VIEW i ` e
SILT FENCE
N. INSTALLATION NOTE: STEEL POST
" SECTION
f USE SILT FENCE ONLY WHEN DRAINAGE
of / ORANGE UV RESISTANT, WOVEN WIRE FABRIC -
AREA DOES NOT EXCEED 1/4 ACRE AND .� MAINTENANCE NOTES
STORM DRAIN
HIGH -TENSILE STRENGTH, NEVER IN AREAS OF CONCENTRATED FLOW. „ " CONSTRUCTION NOTES:
^�'��• `-.� •.,
SILT FENCE FABRIC 1. INSPECT, CLEAN, AND PROPERLY MAINTAIN THE EXCAVATED BASIN AFTER EVERY STORM UNTIL
POLY BARRICADE FABRIC (TYP) _ , __ INLET/OUTLE 1. PROVIDE WEEP HOLES IN SIDE OF INLET AT BOTTOM OF EXCAVATION FOR
DEWATERING. THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED.
2.
i o FILL SLOPE .,! REMOVE SEDIMENT WHEN THE VOLUME OF THE BASIN HAS BEEN REDUCED BY ONE-HALF.
/ MAINTENANCE NOTES: I e 2. WIRE MESH OR HARDWARE CLOTH SHALL BE PLACED OVER THE OUTSIDE
SIDE VIEW FRONT VIEW N Z VERTICAL FACE OF THE INLET, TO PREVENT STONE FROM BEING WASHED DISPOSE OF REMOVED SEDIMENT PROPERLY AT AN OFFSITE LOCATION.
1. REMOVE SEDIMENT DEPOSITS AS NECESSARY THROUGH THE WEEP HOLES. J. SPREAD ALL EXCAVATED MATERIAL EVENLY OVER THE SURROUNDING LAND AREA OR
TO PROVIDE ADEQUATE STORAGE VOLUME 00GRADE STOCKPILE AND STABILIZE IT APPROPRIATELY.
FOR THE NEXT RAIN AND TO REDUCE J. 157 WASHED STONE SHALL BE PILED AGAINST THE WIRE.
NOTES: PRESSURE ON THE FENCE. TAKE CARE TO\ 4. MAINTAIN DEVICE AFTER EACH RAIN. REPLACE J/57 WASHED STONE IF IT 4• SHOULD MANUAL DEWATERING BECOME NECESSARY FOR MAINTENANCE OR FINAL REMOVAL,
AVOID UNDERMINING THE FENCE DURING \ \\\ CLOGS WITH SEDIMENT. UTILIZE A MUD PUMP WITH FLOATING SUCTION INLET AND DISCHARGE FLOW ONLY THROUGH A
1. INSTALL TREE PROTECTION FENCING PRIOR TO PERFORMING ANY CLEARING OF THE SITE. CLEANOUT. \ �/�: 8" MIN. COVER #5 WASHED STONE PROPERLY INSTALLED SILT BAG. MONITOR PUMPING TO ENSURE FLOW CAPACITY OF SILT BAG
2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. o 4f OVER SKIRT 5. CONTRACTOR TO PAINT CLEANOUT MARK ON STRUCTURE AT HALF CAPACITY IS NOT EXCEEDED.
3. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 2. REMOVE ALL FENCING MATERIALS AND I ELEVATION. SILT IS TO BE REMOVED AND TRAP REPAIRED EACH TIME IT
UNSTABLE SEDIMENT DEPOSITS AND BRING N ENSURE SKIRT IS REACHES THIS MARK. TEMPORARY EXCAVATED INLET PROTECTION
4. SIGNS SHALL BE PLACED AT 100' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE THE AREA TO GRADE AND STABILIZE IT / ANCHORED SECURELY SECTION A -A 6. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND INLET DEPTH BOTTOM BOTTOM SIDE SLOPE DRAINAGE DISTURBED
PROTECTION AND 100' ON CENTER THEREAFTER. AFTER THE CONTRIBUTING DRAINAGE AREA DISPOSAL OF SPOIL. PROTECTION DEPTH
LENGTH M WIDTH (FT) (H: L AREA AGE AREA (AC)
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER HAS BEEN PROPERLY STABILIZED.
PROTECTION AREA. 7. GRADE THE APPROACH TO THE INLET UNIFORMLY.
3. REPAIR SILT FENCE FAILURES WITH NO. 57 SILT FENCE AT PIPE INLET/OUTLET TEIP-A 2 10 10 2:1 0.25 0.25
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. WASHED STONE BERM. 8. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED,
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. SIDE VIEW SEAL WEEP HOLES, FILL THE BASIN WITH COMPACTED, DRY, SUITABLE SOIL TO TEIP-B 2 25 10 2:1 0.50 0.50
FINAL GRADES AND APPLY FINAL SURFACING. TEIP-C 2 22 20 1 2:1 0.75 0.75
TEMPORARY TREE PROTECTION FENCE N.T.S. STANDARD TEMPORARY SILT FENCE N.T.S TEMPORARY EXCAVATED INLET PROTECTION N.T.S.
SEALS
E
N
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OU jG
4 .-
o
030
Q
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>�
03
CN
Q
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
DESIGNER
C L A R K N E X S E N
333 Fayetteville Street, Suite 1000
Raleigh, North Carolina 27601
919-828-1876
www.clarknexsen.com
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
D
Wake County Public School System I WCPSS # 861-720
CONN ELEMENTARY SCHOOL
1220 Brookside Drive
Raleigh, NC 27604
08 OCTOBER 2018
60% CONSTRUCTION DOCUMENTS
REVISIONS
SHEET
DETAILS
DESIGN: CLH DESIGN
DRAWN: HL, MB, RP, HB CN 7259
REVIEW: RP C07002

Buffer Authorization
Application
Conn Elementary School
1221 Brookside Drive
Raleigh, North Carolina
October 2018
CLH design, p.a.
400 Regency Forest Drive, Suite 120
Cary, North Carolina 275II275IS
Phone: [phone] Fax.- [phone]

DWR
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
A.
Applicant
Riparian Buffer Authorization Form Information
1.
Project Information
1a.
Name of project:
Conn Elementary School
1b.
County:
Wake
1c.
Nearest municipality:
Raleigh
1d.
Subdivision name:
N/A
1e.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer if below.
❑ Yes ® No
1f.
Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a.
Name on Recorded Deed:
Wake County Board of Education
2b.
Deed Book and Page No.
013625, 01724
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
013625;01754
002018;00981
2d.
Responsible Party
(for Corporations):
Mabry J. Desormeaux, Jr.
2e.
Street address:
5625 Dillard Drive, Crossroads Building 1
2f.
City, state, zip:
Cary, NC 27518
2g.
Telephone no.:
919-588-3564
2h.
Fax no.:
N/A
2i.
Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a.
Applicant is:
® Agent ❑ Other, specify:
3b.
Name:
Matthew Barton, PE
3c.
Business name
(if applicable):
CLH Design
3d.
Street address:
400 Regency Forest Drive #120
3e.
City, state, zip:
Cary, NC 27518
3f.
Telephone no.:
919-319-6716
3g.
Fax no.:
919-319-7516
3h.
Email address:
mbartonQclhdesignpa.com
4.
Agent/Consultant Information
(if applicable)
4a.
Name:
4b.
Business name
(if applicable):
4c.
Street address:
4d. City, state, zip:
4e.
Telephone no.:
4f.
Fax no.:
4g.
Email address:
FORM: BA 10-2013 Page 1 of 6

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1714148810;1714148337
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.79617 N
Longitude: 78.62325 W
1c.
Property size:
16.37 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Cemetery Branch
2b.
Water Quality Classification of nearest receiving
C; NSW
water:
2c.
River basin:
Neuse
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Existing site is currently being utilized as an Elementary School. Surrounding usage is consistent with single
and multi -family residential.
3b.
Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c.
Attach an 8'h x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,250 If; approximately 510 If of the 1,250 If stream center line serves as a property line.
3e.
Explain the purpose of the proposed project:
The purpose of the proposed project is to demolish the existing elementary school and parking facilities on site,
and construct a new elementary school and infrastructure (i.e. roads, parking and utilities) necessary for a
elementary school.
3f.
Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of the demolition of an existing elementary school, including but not limited to;
buildings, parking, and infrastructure (i.e. roads and utilities). The project also consists of the construction of a
new elementary school, including but not limited to; buildings, parking, and infrastructure (i.e. roads, utilities,
and stormwater measures). Equipment such as bull dozers, bucket loaders, excavators and other typical
equipment used for land disturbance and construction will be utilized for this project.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
Comments: See attached NCDWR Buffer
project (including all prior phases) in the past?
Determination Letter and USACE JD
Application
4b.
If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: S&ME
Name (if known): Walter Cole
Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
NCDWR Surface Water Determination dated August 18, 2017, NBRR0#17-254
USACE JD Application dated: September 11, 2017
FORM: BA 10-2013 Page 2 of 6

Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ® Unknown
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
FORM: SSGP3080 8-13 Page 3 of 6

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected
® Neuse
❑ Tar -Pamlico ❑ Catawba
basin?
❑ Randleman
❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts
require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number—
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
T
B1 ® P ❑ T
Greenway/
Allowable
Cemetery
❑ Yes ® No
1,481
899
Hiking Trail
Branch
B2 ❑ P ❑ T
❑ Yes ❑ No
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total
buffer impacts
1,481
899
1c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed impacts are to reconstruct and stabilize an asphalt path and pedestrian bridge, and to protect the
stream through the use of sediment and erosion control devices.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
Erosion control measures will be utilized to minimize impacts from the construction of the project. These
measures include, but are not limited to silt fence, silt fence outlets and temporary compost socks.
FORM: BA 10-2013 Page 4 of 6

C. Impact Justification and Mitigation, continued
2.
Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact
(square feet
Multiplier Required mitigation
(square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation
required:
2c.
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d.
If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e.
If no, then discuss what type of mitigation is proposed.
2f.
Comments:
FORM: SSGP3080 8-13 Page 5 of 6

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
® Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
® Yes ❑ No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
of public (federal/state) land?
Manual and attach a BMP Supplement Form.
1 b.
F.
Supplementary Information
by First Class Mail via the US Postal Service:
1.
Environmental Documentation
OR NC DWR, Transportation Permitting Unit
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the use
® Yes ❑ No
Raleigh, NC 27604
of public (federal/state) land?
For all other projects sent by delivery service
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
OR Karen Higgins
environmental document pursuant to the requirements of the National or State (North
NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
Carolina) Environmental Policy Act (NEPA/SEPA)?
Raleigh, NC 27699 - 1617
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
For government transportation projects sent by
by First Class Mail via the US Postal Service:
delivery service (UPS, FedEx, etc):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
For all other projects sent by First Class Mail
For all other projects sent by delivery service
via the US Postal Service
(UPS, FedEx, etc.).-
tc.):Karen
KarenHiggins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Branch
NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
FORM: BA 10-2013 Page 6 of 6

/-1 �h t CLH design, pa.
==:a 400 Regency Forest Drive, Suite 120
Cary, North Carolina 27518
Phone: [phone] Fax: [phone]
AGENT AUTHORIZATION FORM
Project Information:
Name: Conn Elementary School
Address: 1221 Brookside Drive
Raleigh, NC 27604
CLH Design pa Project #: 17-137
Property Owner Information:
Name: Wake County Board of Education — Marcella Rorie
Address: c/o WCPSS, F D & C Bldg.
1429 Rock Quarry Road, Suite 116
Raleigh, NC 27610
Phone: [phone]
Email: [e-mail]
Date: 10/8/2018
Attn: Plan Reviewer
Re: Conn Elementary School
To Whom It May Concern:
I, the current property owner, hereby designate and authorize CLH Design, p.a. to act as my
agent in the processing of permit applications and furnishing requested supplemental
information in support of applications through completion of the project listed above.
M.J. Desormeaux, Jr.
Asst. Superintendent for Facilities
WCPSS, for and on behalf of the
Wake County Board of Education
pursuant to duly delegated authority.
Property Owner's Name Printed
Pr p rty Owner's Sig7l,
re

N
ATE
D - MAY 2018
PROJECT NO. V-137

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NRCS WAKE COUNTY, NC SOIL SURVEY MAP: 49 SCALE: 1" = 1000'
ONN ELEMENTARY SCHOOL
LEIGH, NC
TE MAY 2018
DIECT NO- 17.137
RCS SOIL SURVEY MAP
CLH DESIGN, P.A.
Regency Park
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]

3
M
714680
35° 47 54" N
0
ILI
Hydrologic Soil Group—Wake County, North Carolina
(Conn Elementary School)
714740 714800 714860 714920 714980
35° 47 WN
714680 714740 714800 714860 714920
3
Map Scale: 1:2,610 if printed on A portrait (8.5" x 11") sheet.
Meters
N 0 35 70 140 210
Feet
0 100 200 400 600
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
usDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
3
W
715040
35° 47 54" N
it I
F2
35° 4736"N
714980 715040
3
M
5/29/2018
Page 1 of 4

Hydrologic Soil Group—Wake County, North Carolina
(Conn Elementary School)
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating Polygons
0 A
0 A/D
0 B
0 B/D
C
0 C/D
0 D
Not rated or not available
Soil Rating Lines
r r A
r r
A/D
r B
B/D
r r C
0 C/D
r r D
r r Not rated or not available
Soil Rating Points
0 A
0 A/D
■ B
■ B/D
MAP INFORMATION
p C
The soil surveys that comprise your AOI were mapped at
1:24,000.
0 C/D
0 D
Warning: Soil Map may not be valid at this scale.
p Not rated or not available
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Water Features
line placement. The maps do not show the small areas of
Streams and Canals
contrasting soils that could have been shown at a more detailed
scale.
Transportation
§_§_+ Rails
Please rely on the bar scale on each map sheet for map
rJ Interstate Highways
measurements.
US Routes
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Major Roads
Coordinate System: Web Mercator (EPSG:3857)
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
Background
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
® Aerial Photography
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 16, Oct 2, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Data not available.
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
UUP Natural Resources Web Soil Survey 5/29/2018
� Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group—Wake County, North Carolina
Hydrologic Soil Group
Conn Elementary School
USDA Natural Resources Web Soil Survey 5/29/2018
Conservation Service National Cooperative Soil Survey Page 3 of 4
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
CeC
Cecil sandy loam, 6 to
10 percent slopes
A
1.4
2.9
8.6%
CfC
Cecil -Urban land
complex, 2 to 10
percent slopes
A
17.8%
HeB
Helena sandy loam, 2 to
6 percent slopes
D
0.0
0.2%
PaD
Pacolet sandy loam, 10
to 15 percent slopes
B
3.8
23.5%
Ur
Urban land
8.1
49.9%
Totals for Area of Interest
16.2
100.0%
USDA Natural Resources Web Soil Survey 5/29/2018
Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group—Wake County, North Carolina
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff. None Specified
Tie-break Rule: Higher
Conn Elementary School
uSDA Natural Resources Web Soil Survey 5/29/2018
Conservation Service National Cooperative Soil Survey Page 4 of 4

BKOU626P0724
EXCISE- TAX,- $-0-
HOLD
-0-
HOLD FOR: Box # 27
WAKE COUNTY, NC 189
LAURA M RIDDICK
REGISTER OF DEEDS
PRESENTED 8 RECORDED ON
07115/8009 AT 11:16:48
BOOK:013685 PAGE:01784 - 01854
PIN: See attached exhibits.
PREPARED BY: Boxley, Bolton, Garber & Haywood, L.L.P.
(Without title examination or opinion)
Brief Description for the Index:
NORTH CAROLINA SPECIAL WARRANTY DEED
S
THIS DEED, made this day of 2009, by and between
COUNTY OF WAKE, a body politic and a political subdivision of the Sate
of North Carolina (hereinafter "Grantor"), to WAKE COUNTY BOARD OF
EDUCATION, a body politic of the State of North Carolina (hereinafter
"Grantee"), whose address is c/o Betty L. Parker, Real Estate Services
Director, Facilities Building, 1551 Rock Quarry Road, Raleigh, NC
27610.
The designation Grantor and Grantee as used herein shall include
said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine, or neuter as required by
context.
W I T N E S S E T H•
That the Grantor, for a valuable consideration paid by the
Grantee, the receipt of which is hereby acknowledged, has and by these
presents does grant, bargain, sell, and convey unto the Grantee in fee
simple, all that certain lot or parcel of land situated in Wake
County, North Carolina, and more particularly described as follows:
See Exhibits A -AAAA attached hereto and incorporated herein by
reference.
The property hereinabove described was acquired by Grantor
by instrument recorded in Book , Page , Wake County Registry.

BKOU626P0726
A map showing the above-described property is recorded in Book
Page
TO HAVE AND TO HOLD the aforesaid lots or parcels of land and all
privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee, that Grantor has done
nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all persons
claiming by, under, or through Grantor, except for general utility and
other public easements, rights of way and restrictions of record in
Wake County.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and
seal the day and year first written above.
COUNTY OF WAKE
BY: ®,�
.@.6� (SEAL)
Harold H. Webb
Chair, Board of Commissioners
AT ST:
usan J. Ba s
Clerk, Board of Commissioners
E
A

BKO13625PGO1726
NORTH CAROLINA, WAKE COUNTY
I, ll'1r�p.. •�. �OhtinC�f� _ , a Notary Public of
said State and County, do hereby certify that Harold H. Webb and Susan
J. Banks personally came before me this day and acknowledged that they
are the Chairman and Clerk, respectively, of the Board of
Commissioners of Wake County, North Carolina, and that by authority
duly given and as the act of The County of Wake, the foregoing
instrument was signed in the County's name by the Chairman of its
Board of Commissioners, sealed with its corporate seal and attested by
such Clerk.
Witness my hand and notarial seal, this day of 2* 2009.
Notary Publ c
My commission expires:
Printed Name of Notary
*Ca M a6=1.
3
" . -Mi p,
V
G��q,�� 11g20P
Co

BKO13625PGO1754
EXHIBIT "Q"
Conn Elementary School
1220 Brookside Drive, Raleigh, NC 27604
PIN # 1714148810; REID # 0103020
Lying and being in Raleigh Township, in or near the
Town/City of Raleigh, Wake County, North Carolina and more
particularly described as follows:
PARCEL 1:
BEGINNING at a stake in the east line of Brookside Drive,
said stake being 594 feet north of the intersection of the east
line of Brookside Drive with the north line of Edmond Street;
runs thence North 09 degrees 00 minutes East 75 feet with the
east line of Brookside Drive to a stake; runs thence South 87
degrees 32 minutes East 160 feet to a stake; runs thence South
09 degrees 00 minutes West 75 feet to a stake; runs thence North
87 degrees 32 minutes West 160 feet to the point and place of
beginning, according to a survey by J. L. Castleberry, Jr.,
dated December 23, 1957; being part of the property conveyed to
Robert M. Harris by Mary M. Christmas by deed recorded in Book
810, page 18, Wake County Registry.
PARCEL 2:
BEGINNING at an iron pipe stake on the east side of
Brookside Drive, said stake being 669 feet N. of the northeast
intersection of Brookside Drive and Edmund Street and also being
at the northwest corner of the Robert M. Harris lot, and runs
thence along the north line of the Harris lot S. 76 degs. 12 E.
160 ft. to an iron pipe stake, Harris' lot corner; thence along
the east line of Harris and others S. 13 degs. 55' W., 265 ft. to
an iron pipe stake at the northwest corner of another tract of
land of Robert M. Harris; thence along the N. Line of the Harris
tract S. 75 degs. 05' East 443 ft. to an iron pipe stake driven
on the W. side of an old pine stump; thence continuing with the
said Harris tract S. 68 degs. 30' E. 60.5 ft. to an iron pipe
stake, a new corner in the Allen E. Weatherford lands and in the
said Harris land line, said stake and new corner being S. 52
degs. 38' W. 67.1 ft. from an 18 -inch pine and S. 36 degs. 11'
W. 50.7 ft. from a 10 -inch chinaberryltree, and the said new
corner being N. 68 degs. 30' W. 638 ft. from an iron stake in
North State Street extended and at the northeast corner of Lot
No. 80 according to plat recorded in Book of Maps 1949, Page 10,
31

BKO13625PGO1755
EXHIBIT "Q" (page 2 of 3)
of the Wake County Registry; thence along a new line with the
Allen E. Weatherford property N. 33 degs. 30' E. 663 ft. to an
iron stake in Spring Branch, formerly T. E. Copeland land line,
said stake being N. 27 degs. 50' E. 25.2 ft. from a 4 -inch sweet
gum tree and 11.7 ft. westwardly from a large maple tree; thence
down the meanders of Spring Branch, with the Copeland Land line
the following courses and distances; N.37 deg.31' W. 105.2 ft.,
N. 13 degs. 31' W. 101 ft., N. 18 degs. 25' W. 27.5 ft, N. 42
degs. 33' W. 26 ft., and N. 7 degs. 20" [sic] W.. [sic] 39 ft.
to an iron stake, Wadford's land corner; thence along the
southeast line of Wadford lands S. 59 degs. 56' W. 400 ft. to an
iron stake Watford's corner; thence along Wadford's southwest
line N. 38 degs. 16' W. 542.7 ft. to an iron stake, Watford's
corner, the two immediately preceding calls being referred to as
393 ft. and 544 ft. respectively, in an agreement dated April
12, 1951, between J. N. Wadford and wife and Allen E. Weathford
and wife recorded in Book 1064 at page 555 of the Wake County
Registry; thence to and along the east side of Brookside Drive
S. 12 degs. 11' W. 626.1 ft. to the BEGINNING, containing 11.97
acres, more or less, all according to survey and plat of
Property of Raleigh City Administrative Unit made in April,
1952, by Fred W. Habel, Engineer, and being a part of the lands
devised by Mary M. Christmas to Ada I. Smith, for life, and then
to Allen E. Weatherford by Will recorded in Book of Wills "P" at
page 81 in the Office of the Clerk of Superior Court for Wake
County, North Carolina, the said Ada I. Smith having died in
1948.
PARCEL 3:
BEGINNING at an iron pipe in a branch or creek called
Spring Branch, said pipe marking a common corner between the
lands of Norman McKelvey and wife and of the Raleigh City
Administrative Unit, and runs thence North 59 degrees 04 minutes
West with and along the center line of said Spring Branch a
distance of 175 feet to a point where the southern boundary line
of Wake Street extended intersects said center line; runs thence
South 62 degrees 23 minutes West 336 feet to the line of the
Raleigh City Administrative Unit (formerly Allen E. Weatherford
lands); runs thence with the line of said Raleigh City
Idministrative Unit as follows: South;38 degrees 16 minutes East
172 feet to an iron pipe; North 59 degrees 56 minutes East 400
feet to the point and place of beginning; containing 1.38 acres,
32

BKO13625PGO1756
EXHIBIT "Q" (page 3 of 3)
more or less according to a map prepared by Fred W. Habel,
April, 1953.
Said tract or parcel of land being the eastern portion of the
lands conveyed by J. N. Wadford and wife to Norman McKelvey and
wife, by deed dated 24 January, 1953, and recorded in Book 1107,
page 546, of the Wake County Registry.
The property hereinabove described was acquired by Grantor
by instrument recorded in Book 12835, Page 2649, Wake County
Registry; see also instruments recorded in Book 1301, Page 487;
Book 1098, Page 61; and Book 1121, Page 546; Wake County
Registry.
33

BKOUMPGM854
BOOK:613G25 PAGE:61724 - 01854
Yellow probate sheet is a vital part of your recorded document.
Please retain with original document and submit for rerecording.
© Wake County Register of Deeds
WAKE Laura M. Riddick
COUNTY Register of Deeds
NORTH CA0.ULl NA
This CustT er Group
# of Time Stamps Needed
1 -
This Document
k
LZ
New Time Stamp
# of Pages
22.004-1/20/06

BKBM2018PGO0981
MCKIM & CREED PT#1
REBAR & CAP SET
N=745,108.03'
E=2,111,487.51'
(NAD 83/2011)
3 cy
C� rry rn
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U MCKIM & CREED PT#2
REBAR & CAP SET
N=744,777.95'
E=2,111438.97'
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ANN MARIE CASSELLA
DB 15934 PG 2111
BM 2000 PG 2255
PINS 1714-14-4672 �N 1
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CL CREEk
N 9'29'45"E
231.92'
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—6'WOOD FENCE
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4'CHL FENCE
ENCROACHES 1.1'
6'WOOD FENCE N87'20'29"W
ENCROACHES 3.5' 258.40'
F(TOTAL)
NOTE:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN
U.S. SURVEY FEET. (UNLESS OTHERWISE STATED)
2. ALL BEARINGS ARE BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD 1983/2011).
3. THERE ARE NO BURIAL GROUNDS OR CEMETERIES VISIBLE.
4. THERE WERE NO NCGS MONUMENTS FOUND WITHIN 2000' OF
SURVEYED TRACT
5. LINES NOT SURVEYED APPEAR AS DASHED LINES.
5. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP#
3720171400J DATED MAY 2, 2006, THESE PARCELS ARE
LOCATED IN ZONE X. SEE FIRM PANEL FOR SPECIFIC FLOOD
HAZARD DEFINITIONS.
7. PROPERTY ZONED R10.
8. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO
STATEMENT IS MADE CONCERNING THE EXISTENCE OF
UNDERGROUND UTILITIES OR FACILITIES THAT MAY AFFECT THE
USE OF DEVELOPMENT OF THIS TRACT.
9. THIS PROPERTY IS VACANT.
N
THE WAKE COUNTY aOARD OF EDUCATION
EMMA CONN ELEMENTARY SCHOOL
DO 13625 PG 1724
PIH# 1714-14-8610
ONING: RIO
57$•pl'Q7E
444,92'
N /F
MEADOWLANDS OF RALEIGH, LLC
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PIN# 1714-14-8337
ZONING:- RIO
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1207
OABANDONED
PP ABANDONED
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I LINE 1/2„IPF 59.94 } 2"IPF 59.28' 1 -IPF 60.34' 58.13'
! ON LINE ! dN LINE ION LINE p�j2LINE 44 32
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1207 WILLOW STREET
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AREA TABLE
AREA=2.923 ACRES
127,338 SQ. FT.
OWNER INFORMATION AND REFERENCES
MEADOWLANDS OF RALEIGH, LLC
10550 ARNOLD PALMER DRIVE
RALEIGH, NC 27617-7775
DB 9521, PG. 1053
PIN# 1714-14-8337
2"IPF
S 71'30'14"E
61.07'
I
I
5/8 -IRF
N87'24'22"W
219.31'
(TOTAL)
4' CHL FENCE 5' WOOD FENCE
ENCROACHES 0.5' ENCROACHES 0.5'
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55.86' 60.00' 59.92'
I � �
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ALBEMARLE HOUSING COMPANY SUBDIVISION
I BM 1947, JAG. 19
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WAKE COUNTY, NC 1
CHARLES P. GILLIAN
REGISTER OF DEEDS
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9Se'2312018 08:30:15
11111111111111111 iff 1111 illi 111111111111 Ji 1111
BOOK:BM2018 PAGE:00981
REVISION INITIAL A
400*
Nf1<JM&CTXED
1730 Varsity Drive Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC FIRM # 1222
Internet Site: http: //www.mckimcreed.can7
FA
N /F
OAKWOOD NORTH HOMEOWNER'S
ASSOCIATION, INC.
D8 15802 PG 2541
BM 2014 PG 0146
PINS 1714-24-1493
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N86'54'1 4"W
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I ON LINE
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COMPUTED POINT
MY SUPERVISION AND THE FOLLOWING INFORMATION
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CLASS OF SURVEY: AA
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231.92'
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—6'WOOD FENCE
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4'CHL FENCE
ENCROACHES 1.1'
6'WOOD FENCE N87'20'29"W
ENCROACHES 3.5' 258.40'
F(TOTAL)
NOTE:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN
U.S. SURVEY FEET. (UNLESS OTHERWISE STATED)
2. ALL BEARINGS ARE BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD 1983/2011).
3. THERE ARE NO BURIAL GROUNDS OR CEMETERIES VISIBLE.
4. THERE WERE NO NCGS MONUMENTS FOUND WITHIN 2000' OF
SURVEYED TRACT
5. LINES NOT SURVEYED APPEAR AS DASHED LINES.
5. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP#
3720171400J DATED MAY 2, 2006, THESE PARCELS ARE
LOCATED IN ZONE X. SEE FIRM PANEL FOR SPECIFIC FLOOD
HAZARD DEFINITIONS.
7. PROPERTY ZONED R10.
8. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO
STATEMENT IS MADE CONCERNING THE EXISTENCE OF
UNDERGROUND UTILITIES OR FACILITIES THAT MAY AFFECT THE
USE OF DEVELOPMENT OF THIS TRACT.
9. THIS PROPERTY IS VACANT.
N
THE WAKE COUNTY aOARD OF EDUCATION
EMMA CONN ELEMENTARY SCHOOL
DO 13625 PG 1724
PIH# 1714-14-8610
ONING: RIO
57$•pl'Q7E
444,92'
N /F
MEADOWLANDS OF RALEIGH, LLC
DB 9521 PG 1053
PIN# 1714-14-8337
ZONING:- RIO
127,338 Sq Ft
1207
OABANDONED
PP ABANDONED
4"IRF 59,59' 1 /2 IPF PP
I LINE 1/2„IPF 59.94 } 2"IPF 59.28' 1 -IPF 60.34' 58.13'
! ON LINE ! dN LINE ION LINE p�j2LINE 44 32
23 I 24 I I 1
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1207 WILLOW STREET
RALEIGH, NC 27604-2369
AREA TABLE
AREA=2.923 ACRES
127,338 SQ. FT.
OWNER INFORMATION AND REFERENCES
MEADOWLANDS OF RALEIGH, LLC
10550 ARNOLD PALMER DRIVE
RALEIGH, NC 27617-7775
DB 9521, PG. 1053
PIN# 1714-14-8337
2"IPF
S 71'30'14"E
61.07'
I
I
5/8 -IRF
N87'24'22"W
219.31'
(TOTAL)
4' CHL FENCE 5' WOOD FENCE
ENCROACHES 0.5' ENCROACHES 0.5'
1 /2"IPF
55.86' 60.00' 59.92'
I � �
58 I 69 I 70 +�
I I 1
ALBEMARLE HOUSING COMPANY SUBDIVISION
I BM 1947, JAG. 19
I 1 I
I l I
I
I 1 I
I 1
WAKE COUNTY, NC 1
CHARLES P. GILLIAN
REGISTER OF DEEDS
PRESENTED & RECORDED ON
9Se'2312018 08:30:15
11111111111111111 iff 1111 illi 111111111111 Ji 1111
BOOK:BM2018 PAGE:00981
REVISION INITIAL A
400*
Nf1<JM&CTXED
1730 Varsity Drive Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC FIRM # 1222
Internet Site: http: //www.mckimcreed.can7
FA
N /F
OAKWOOD NORTH HOMEOWNER'S
ASSOCIATION, INC.
D8 15802 PG 2541
BM 2014 PG 0146
PINS 1714-24-1493
ZONING: RIO
S2.3
N86'54'1 4"W
S9'55'09"W 59.85'
50.07' 1/2"IPF
C�
1188.90' 59"W CR1a1t_
( TOTAL)
--�' 1 /2"IPF
59.99' 1.5"IPF 88.99'
I ON LINE
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CERTIFY THAT THIS PLAT WAS DRAWN UNDER
I N87'10'48"W
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ENCROACHES 2.4'
CP
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I, RANDY S. RAMBEAU, SR., PLS L-2520,
f 79
CERTIFY THAT THIS PLAT WAS DRAWN UNDER
I N87'10'48"W
MY SUPERVISION FROM AN ACTUAL SURVEY
HARRIS PROPERTY SUBDIVISION'
MADE UNDER MY SUPERVISION FROM INFORMATION
SHOWN IN DEED BOOKS REFERENCED ON MAP AND
I
MAP BOOKS REFERENCED ON MAP, THAT ANY LINES NOT
i r r
ACTUALLY SURVEYED APPEAR AS BROKEN LINES AND
LEGEND
WERE PLOTTED FROM INFORMATION AS NOTED ON
BM
THE PLAT; THAT THE RATIO OF PRECISION AS
CALCULATED IS BETTER THAN 1:10,000; THAT
CHAIN LINK (FENCE)
THE AREA IS COMPUTED BY COORDINATE METHOD;
CL
AND THE CONTROL POINTS SHOWN WHERE FROM
AN ACTUAL GPS SURVEY MADE UNDER
COMPUTED POINT
MY SUPERVISION AND THE FOLLOWING INFORMATION
DB
WAS USED TO PERFORM THE SURVEY."
CLASS OF SURVEY: AA
GUYWIRE
POSITIONAL ACCURACY. 0.03'(HORIZONTAL), 0.04'(VERTICAL)
IPF
TYPE OF GPS FIELD PROCEDURE: VRS
DATES OF SURVEY: JANUARY 2018
IRON ROD FOUND
DATUM/EPOCH: NAD 83/2011
N/F
PUBLISHED/FIXED CONTROL USE: FIXED CONTROL
GEOID MODEL: GEOID 12B
PAGE
COMBINED GRID FACTOR(S): 0.99991121
PP
UNITS: US SURVEY FEET
TYPE AND MODEL OF GPS RECEIVER USED: TRIMBLE R--8
RIGHT-OF-WAY
WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER, AND SEAL THIS THE19th
----
.�•`` CARrr'''f�,
DAY OF ---FEBRUARY- _____- A.D.,2018.
fir' 5s 16 �f�f'
- SEAQ -
RANDYS. MBEAU, SR.------- L-2520
L -252A I
PROFESSIONAL LAND SURVEYOR
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SUR�Q�:
I, RANDY S. RAMBEAU, SR., PLS L-2520
CERTIFY THAT THE SURVEY IS OF AN
RIA������`�`���\
EXISTING PARCEL OR PARCELS OF LAND
AND DOES NOT CREATE A NEW STREET OR
CHANGE AN EXISTING STREET; AND THAT
THE SURVEY IS OF AN EXISTING BUILDING
OR OTHER STRUCTURE, OR NATURAL FEATURE,
SUCH AS A WATERCOURSE; OR AN AS ---BUILT.
—4*4_ ---- --DATE 2�I��I p_
+ TT
05/8.. ERF
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N9'14'39"1--
,---39.50' N88'52'3❑"W
62.28' N8657'09"W
/2 -IPF 5/8"IRF 120.03{TOTAL}
7m"0-75-9
6' WOOD FENCE
ENCROACHES 2.4'
CP
k-
75
r 76 77
I 78
f 79
I I
I N87'10'48"W
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60.44 +J
I
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LEGEND
r
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BOOK OF MAPS
CHL
CHAIN LINK (FENCE)
CL
CENTERLINE
CP
COMPUTED POINT
DB
DEED BOOK
GW
GUYWIRE
IPF
IRON PIPE FOUND
IRF
IRON ROD FOUND
N/F
NOW OR FORMERLY
PG
PAGE
PP
POWER POLE
R/W
RIGHT-OF-WAY
LOT #
CONTROL POINT
1207
ADDRESS
SCALE: 1" = 60' - - - - - - - - ADJOINING PROPERTY LINE
BOUNDARY LINE
._. �..� .. - CREEK LINE
D 3D 6 120 180 x---. X FENCE LINE
RIGHT—OF—WAY LINE
BOUNDARY AND PLANIMETRIC SURVEY PROJECT # : 1915-0121
ON THE PROPERTY OF PROJ. SVYR : RSR,SR.
DRAWN BY : MWH
MEADOWLANDS OF RALEIGH, LLC FIELD BK. :
COMP. FILE : 1B101-19150121.dwg
FOR SHEET # : 1 OF 1
THE WAKE COUNTY BOARD OF EDUCATION
DATE: FEBRUARY 9, 2018 SCALE: 1" = 60'
DATE: RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA DWG. # R.1.3.10.1276

Property Owners Certificate (Boundary and Recombination Plats):
This certifies and warrants that the undersigned is (are) the sole owner(s) of the property
shown on the map or plat and any accompanying sheets having acquired the property in fee
simple by deed(s) recorded in the county register of deeds office where the property is located
and as such has (have) the right to convey the property in fee simple.
Book Nos.: 13625, 17133, and 17133
----------------------------------------
Page Nos.: 1724, 2494, and 2531
----------------------------
Signature(s) & title/position of property owner(s):
Owner: The Wake County Board of Education
B Y.
Chair
Attested By: _____________________.
Cathy Q. Moore, Secretary
STATE OF NORTH CAROLINA
COUNTY OF
I, ________________________________________, a Notary Public of Wake County,
North Carolina, certify that Cathy Q. Moore personally appeared before me this day and
acknowledged that she is Secretary of THE WAKE COUNTY BOARD OF EDUCATION and that
by authority duly given and as the act of said BOARD, the foregoing INSTRUMENT was signed
in its name by its Chair, sealed with its official seal, and attested by herself as its Secretary.
Witness my hand and official stamp or seal, this the _____ day of ______________- 2018.
[Signature of Notary Public]
My Commission Expires:
Recombination Certificate
This plat or map is not a subdivision, but a recombination of previously platted
property, and meets all statutory requirements for recording.
Planning and Development Officer/Wake County Review Officer
Inside/Out Certificate
THIS PLAT IS NOT TO BE
RECORDED AFTER _ _
DAY OF ______________.
ONE (1) COPY TO BE
RETAINED FOR THE CITY.
THIS PLAT IS --L-IN
____OUT OF THE CITY LIMITS.
NOTE:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
DISTANCES IN U.S. SURVEY FEET. (UNLESS OTHERWISE
STATED)
2. NO NC GRID MONUMENT FOUND WITHIN 2000' OF
SURVEYED TRACT.
TOTAL AREA
OLD LOT 1
13.447 Acres
585,756 Sq Ft
OLD LOT 2
2.923 Acres
127,338 Sq Ft
TOTAL AREA LOT 3 AFTER RECOMBINATION
3. ALL BEARINGS ARE BASED ON THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM (NAD 1983/2011).
4. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT. THIS SURVEY IS SUBJECT TO ANY
FACTS AND EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND
ACCURATE TITLE SEARCH.
5. REFERENCE LINE ONLY ALONG CEMETERY CREEK. SEE NOTE 6.
6. CENTERLINE OF CEMETERY CREEK IS PROPERTY LINE. PROPERTY
AREA CALCULATED TO CENTERLINE OF CEMETERY CREEK.
7. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP#
3720171400J DATED MAY 2, 2006, THESE PARCELS ARE
LOCATED IN ZONE X. SEE FIRM PANEL FOR SPECIFIC FLOOD
HAZARD DEFINITIONS.
8. PROPERTY ZONED R-10 AND OLD LOT 2 IS INSIDE THE NEIGHBORHOOD
CONSERVATION OVERLAY DISTRICT (NCOD)-OAKWOOD PARK.
9. THERE ARE NO BURIAL GROUNDS OR CEMETERIES VISIBLE.
10. LINES NOT SURVEYED APPEAR AS DASHED LINES.
DATE I REVISION INITIAL
LOT 3
16.370 Acres
713,094 Sq Ft
O
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I OLD LOT 1
OI
0
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FRANK STREET
LOT 3
OO
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DB
DEED BOOK
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GUYWIRE
(NOT TO SCALE)
I, RANDY S. RAMBEAU, SR., PLS L-2520,
CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION FROM INFORMATION
SHOWN IN DEED BOOKS REFERENCED ON MAP AND
MAP BOOKS REFERENCED ON MAP; THAT ANY LINES NOT
ACTUALLY SURVEYED APPEAR AS BROKEN LINES AND
WERE PLOTTED FROM INFORMATION AS NOTED ON
THE PLAT; THAT THE RATIO OF PRECISION AS
CALCULATED IS BETTER THAN 1:10,000; THAT
THE AREA IS COMPUTED BY COORDINATE METHOD;
AND THE CONTROL POINTS SHOWN WHERE FROM
AN ACTUAL GPS SURVEY MADE UNDER
MY SUPERVISION AND THE FOLLOWING INFORMATION
WAS USED TO PERFORM THE SURVEY."
CLASS OF SURVEY: AA
POSITIONAL ACCURACY: 0.03'(HORIZONTAL), 0.04'(VERTICAL)
TYPE OF GPS FIELD PROCEDURE: VRS
DATES OF SURVEY: JANUARY 2018
DATUM/EPOCH: NAD 83/2011
PUBLISHED/FIXED CONTROL USE: FIXED CONTROL
GEOID MODEL: GEOID 12B
COMBINED GRID FACTOR(S): 0.99991121
UNITS: US SURVEY FEET
TYPE AND MODEL OF GPS RECEIVER USED: TRIMBLE R-8
WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER, AND SEAL THIS THE ----
DAY OF ______________ A.D.,2018.
RANDY S. RAMBEAU, SR. L-2520
PROFESSIONAL LAND SURVEYOR
I, RANDY S. RAMBEAU, SR., PLS L-2520
CERTIFY THAT THE SURVEY IS OF ANOTHER
CATEGORY, SUCH AS THE RECOMBINATION OF
EXISTING PARCELS, A COURT-ORDERED SURVEY,
OR OTHER EXCEPTION TO THE DEFINITION OF
SUBDIVISION;
-------------------------DATE--------
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES
SITE ADDRESSES
OLD LOT 1
EMMA CONN ELEMENTARY SCHOOL
1220 BROOKSIDE DRIVE
RALEIGH, NC 27604-2041 "AREAS IDENTIFIED AS NEUSE RIVER RIPARIAN BUFFER SHALL BE MAINTAINED IN PERPETUITY IN THEIR
NATURAL OR MITIGATED CONDITION. NO PERSON OR ENTITY SHALL FILL, GRADE, EXCAVATE, OR PERFORM
AND ANY OTHER LAND -DISTURBING ACTIVITIES; NOR CUT, REMOVE, OR HARM ANY VEGETATION; NOR CONSTRUCT
ANY STRUCTURES NOR ADD ANY ADDITIONAL IMPERVIOUS SURFACE, NOR ALLOW ANIMAL GRAZING OR WATERING
OLD LOT 2 OR ANY OTHER AGRICULTURAL USE ON SUCH PROTECTED AREAS WITHOUT WRITTEN AUTHORIZATION OF THE
1207 WILLOW STREET DIVISION OF WATER QUALITY (DWQ) OR COMPLIANCE WITH THE RIPARIAN BUFFER PROTECTION RULES
RALEIGH, NC 27604-2369 (15A NCAC 26 .0233 or .0259). THIS COVENANT IS TO RUN WITH THE LAND, AND SHALL BE BINDING
ON THE OWNER, AND ALL PARTIES CLAIMING UNDER IT."
OWNER INFORMATION
THE WAKE COUNTY BOARD OF EDUCATION
FACILITIES BUILDING
ATTN: BETTY L. PARKER, REAL ESTATE SERVICES DIRECTOR
1551 ROCK QUARRY ROAD
RALEIGH, NC 27610-4145
A,
v MFKM&CREED
1730 Varsity Dr., Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC FIRM #1222
Internet Site: http: //www.mckimcreed.com I DATE:
SCALE: 1" = 60'
0 30 60 120 180
RECOMBINATION PLAT
ON THE PROPERTY OF
THE WAKE COUNTY BOARD OF EDUCATION
EMMA CONN ELEMENTARY SCHOOL
FOR
THE WAKE COUNTY BOARD OF EDUCATION
DATE: JULY 31, 2018 SCALE: 1" = 60'
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
CASE# R-108-18
ASSOCIATED CASE# Z-79-0
TRANSACTION# 565147
PROJECT # 1915-0116
PROJ. SVYR RSR,SR.
DRAWN BY MWH
FIELD BK.
COMP. FILE vb101-19150116—recomb
SHEET # 1 OF 3
DWG. # : R.1.3.10.1280
LEGEND
BC
BACK OF CURB
EP
EDGE OF PAVEMENT
BM
BOOK OF MAPS
CHL
CHAIN LINK (FENCE)
CL
CENTERLINE
CP
COMPUTED POINT
DB
DEED BOOK
GW
GUYWIRE
IPF
IRON PIPE FOUND
IRF
IRON ROD FOUND
N/F
NOW OR FORMERLY
PG
PAGE
PP
POWER POLE
R/W
RIGHT-OF-WAY
25
LOT #
0
CONTROL POINT
1207
ADDRESS
ADJOINING PROPERTY LINE
BOUNDARY LINE
— — —
— CREEK LINE
X X
FENCE LINE
- -
RIGHT-OF-WAY LINE
RECOMBINATION PLAT
ON THE PROPERTY OF
THE WAKE COUNTY BOARD OF EDUCATION
EMMA CONN ELEMENTARY SCHOOL
FOR
THE WAKE COUNTY BOARD OF EDUCATION
DATE: JULY 31, 2018 SCALE: 1" = 60'
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
CASE# R-108-18
ASSOCIATED CASE# Z-79-0
TRANSACTION# 565147
PROJECT # 1915-0116
PROJ. SVYR RSR,SR.
DRAWN BY MWH
FIELD BK.
COMP. FILE vb101-19150116—recomb
SHEET # 1 OF 3
DWG. # : R.1.3.10.1280

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N: 745,108.03'
E: 2,111,487.51'
(NAD 83/2011)
PAVED
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DARWIN, GORDON T
DB 12054 PG 1435
BM 1986 PG 835
PIN
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ZONING: RX -3
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OLD LOT 1
N/F
THE WAKE COUNTY BOARD OF EDUCATION
EMMA CONN ELEMENTARY SCHOOL
DB 13625 PG 1724
PIN# 1 71 41 4881 0
ZONING: R-10
1220
AREA
13.447 ACRES
585,756 SQ FT
NOTE: SEE SHEET 1 FOR NOTES AND CERTIFICATES
DATE REVISION INITIAL
A,
v MFKM&CMED
1730 Varsity Dr., Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC FIRM #1222
Internet Site: http: //www.mckimcreed.com I DATE:
/
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IPF
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L2 (GROUND COORDINATE)
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NOTE: SEE SHEET 1 FOR NOTES AND CERTIFICATES
DATE REVISION INITIAL
A,
v MFKM&CMED
1730 Varsity Dr., Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC FIRM #1222
Internet Site: http: //www.mckimcreed.com I DATE:
/
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Curve Table
Curve #
Radius
Length
Tangent
Chord Bearing
Ch. Length
Delta
C1
580.27'
208.72'
105.50'
N4'07'15"W
207.59'
020'36'32"
PAVED
COURT
I / .
Line Table
Line #
Direction
Length
L1
N19.27'50"E
32.12'
L2
N09.17'14"E
6.93'
L3
N09.33'59"E
65.00'
L4
N80.26'01"W
5.00'
LOT 3
TOTAL AREA
OLD LOT 1
13.447 Acres
585,756 Sq Ft
OLD LOT 2
2.923 Acres
127,338 Sq Ft
TOTAL AREA LOT 3 AFTER RECOMBINATION
LOT 3
16.370 Acres
713,094 Sq Ft
MATCHLINE SHEET 2
MATCHLINE SHEET 3
N/F
OAKWOOD NORTH HOMEOWNER'S
ASSOCIATION, INC.
DB 15802 PG 2541
SCALE: 1 " = 60'
0 30 60 120 180
IPF 530.14'37"W
6.07'
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1207
LEGEND
BACK OF CURB
EDGE OF PAVEMENT
BOOK OF MAPS
CHAIN LINK (FENCE)
CENTERLINE
COMPUTED POINT
DEED BOOK
GUYWIRE
IRON PIPE FOUND
IRON ROD FOUND
NOW OR FORMERLY
PAGE
POWER POLE
RIGHT—OF—WAY
LOT #
CONTROL POINT
ADDRESS
ADJOINING PROPERTY LINE
BOUNDARY LINE
BM 2014 PG 0146 — — — — CREEK LINE
PIN# 1714-24-1493 _X_X_ FENCE LINE
ZONING: R10 _ _ RIGHT-OF-WAY LINE
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES
RECOMBINATION PLAT
ON THE PROPERTY OF
THE WAKE COUNTY BOARD OF EDUCATION
EMMA CONN ELEMENTARY SCHOOL
FOR
THE WAKE COUNTY BOARD OF EDUCATION
DATE: JULY 31, 2018 SCALE: 1" = 60'
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
CASE# R-108-18
ASSOCIATED CASE# Z-79-0
TRANSACTION# 565147
PROJECT # 1915-0116
PROJ. SVYR RSR,SR.
DRAWN BY MWH
FIELD BK.
COMP. FILE vb101-19150116—recomb
SHEET # 2 OF 3
DWG. # : R.1.3.10.1280

N SITE
FRANK STREET
00
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Length
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OLD LOT 2
55' 1 �F = NCROA FENCE �� THE WAKE COUNTY BOARD OF EDUCATION
ENCROACHES 1.0' S71 "30'14' E
1 MAXWELL, TRACEY 1 2"IPF ` / DB 17133 PG 2494
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ZONING: R10 p _
(00�4'CHL FENCE ZONING: R-10-NCOD OAKWOOD PARK ,
ENCROACHES 1.1' \ VACANT
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1 � 2.923 ACRES '
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CHAIN LINK (FENCE)
CENTERLINE
COMPUTED POINT
DEED BOOK
GUYWIRE
IRON PIPE FOUND
IRON ROD FOUND
NOW OR FORMERLY
PAGE
POWER POLE
RIGHT-OF-WAY
LOT #
CONTROL POINT
ADDRESS
ADJOINING PROPERTY LINE
BOUNDARY LINE
CREEK LINE
FENCE LINE
RIGHT-OF-WAY LINE
NOTE: SEE SHEET 1 FOR NOTES AND CERTIFICATES
DATE I REVISION
LINE Irr
59.94' 1 /2"IPF 59.
ON LINE
23 I 24 I 25 I
ALBEMARLI1I I
HOUSING COMPANY SUBDIVISION
IBM 1947, PG. 19 I
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111IPF 60.34' 58.13' 1
ON LINE
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1207 ENCROACHES 0.5' 5' WOOD FENCE
"IPF1/2"IPF ENCROACHES 0.5'
LINE 44.32' CP 56.86' 60.00'
59.92'
68 I 69 I 70 I
ALBEM�RLE HOUSING MP I
I ANY SUBDIVISION
BM 1947, PG. 19
I I I
I I I
� I I
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES
INITIAL
A,
v MFKM&CREED
1730 Varsity Dr., Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC FIRM #1222
Internet Site: http: //www.mckimcreed.com I DATE:
C�
EDMUND STREET
Curve #
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Curve Table
Curve #
Radius
Length
Tangent
Chord Bearing
Ch. Length
Delta
C1
580.27'
208.72'
105.50'
N4'07'15"W
207.59'
020°36'32"
N/F
OAKWOOD NORTH HOMEOWNER'S
ASSOCIATION, INC.
DB 15802 PG 2541
BM 2014 PG 0146
PIN# 1714-24-1493
ZONING: R10
Line Table
Line #
Direction
Length
L1
N19°27'50"E
32.12'
L2
N09°17'14"E
6.93'
L3
N09'33'59"E
65.00'
L4
j N80-26'01 "W
5.00'
\ S
2349
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SCALE: 1" = 60'
0 30 60 120 180
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BM 1949, PG. 10 I I
I I I I
I I I I
I I I I
1 I
CASE# R-108-18
ASSOCIATED CASE# Z-79-0
TRANSACTION# 565147
RECOMBINATION PLAT
ON THE PROPERTY OF
THE WAKE COUNTY BOARD OF EDUCATION
EMMA CONN ELEMENTARY SCHOOL
FOR
THE WAKE COUNTY BOARD OF EDUCATION
DATE: JULY 31, 2018 SCALE: 1" = 60'
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
PROJECT # 1915-0116
PROJ. SVYR RSR,SR.
DRAWN BY MWH
FIELD BK.
COMP. FILE vb101-19150116—recomb
SHEET # 3 OF 3
DWG. # : R.1.3.10.1280

Water Resources
ENVIRONMENTAL QUALITY
August 18, 2017
Wake County hoard of Education
Attn.: Ronnie Stott
1429 Rock Quarry Road, Suite 116
Raleigh; NC 27610
ROY COOPER
Governor
MICHAEL S. REGAN.
Secretary
S. JAY ZIMMERMAN
Director
Subject: Buffer Determination Letter
NBRRO #17-254
Wake County
Determination Type:,
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 29 :0233)
Feature A
❑ Tar -Pamlico (15A NCAC 2B.0259)
F� Intermittent/Perennial Determination (where local buffer
✓ ✓
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisdictional
Feature C
projects)
Project Name: Conn Elementary School
Address/Location: 1221 Brookside Drive, Raleigh, NC 27604
Stream(s): Cemetery Branch
Determination Date: August 17, 2017 Staff: Vanessa Manuel
Stream
E/1/P* Not Subject Subject
Start@'
Stop@ Soil . USGS
Survey To o
Feature A
✓ _ _
✓ ✓
Feature B
✓
✓ _
Feature C
✓
✓
*E111P = Ephemera!/Intermittent/Perennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
stream that is checked "Not Subject" has been determined to not beat least intermittent or is not present. Streams'
that are checked "Subject" have been located on the'property and possess characteristics that qualify it to be at least' -
an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties, that dispute,a determination made by the DWR may request a determination by the Director. An
appeal'request-must be made within sixty (60) days of date of this letter. A request for a determination by the;
Division of Water Resources, Raleigh Regional Office, Nater Quality Operations Section http:/rportal.nedenr.org/web./wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Conn Elementary School
Wake County
August 18. 2017
Page 2 of 2
Director shall be referred to the Director in writing. If sending via LIS Postal Service: c/o Karen Higgins;
DJf R — 401 & Buffer Permitting Unit; 1617 Afail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (LIPS, FedEx, etc. ): Karen Higgins; DR R — 401 & Buffer Permitting Unit; 512 N. Salisbury
Street. Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the LAS Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you a questions regarding this determinate please feel free to contact Vanessa Manuel at [phone].
Sincerely,
J
Danny Smith
Supervisor. Water Quality Regional Operations Center
cc: RRO DWR File Copy
Walter Cole. 5&ME, Inc. (via f.asertiche hyperlink)

17-254: Conn Elementary School (soil survey)
- r-
r
r •.
ti y
■� [ If ■
Feature A: Subject 0'
'f
+� r
A'
or
r
• - , Feature B: Subject
f
Ap 2 J
Feature C: Subject
M
• C
fr+ 0. AD Lip
d �5�7 00 �� Evalua+o� A'e3
STATE neap provided by NCOER
Legend:
Division of water Resources
Locations are approximate
-Approximate Site boundary:
and are provided for ref-
erence only::

17-754: Conn Elementary School (topo)
""'i
KEa A4[I.1, R7)
L
N XPi)RD
N BLV
�r
IF
_ Q Feature A: Subject ti ;
Fk•41V�{ 1 AZ—
le f
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1, t� i
Ham am Mit aEO 5r.. ;.:' ' r r ti ace
,�c4 _--
'` ZJ r—
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Saint
REFERENCE: �ir �yjC r
G IS Ov7 ALAYERS"GRS OW-A&W'RClA TFE.: 16 RA_d Gi. AS'FANZ RALE7Gw'NEST:JsG 3 AUgune
TOPOCA A -H C QUADRANGLES. I-Z9ZQ SCALE P_EAS E %P:TE--K F,W IS =jR IN= C -M N7, N 1
R,RP�SES ONLY I- I E NOT NEkAr FOR DES C.V L6 -,A- OR kW a T4..M L 5E5. T-ene Aa=NC r $
G:fA4ANTEiS /ypVT I'•S ACi11gAC1'. 51hIE- NE ASS_lAES NC•RESPGHEIBJ'Y FCRlV,'"
~ + Ir Evaluation Area
LEGIS CN MADE OR 14%" i.`," I."NS -NSEV BY TFE JSSR aASEJ LION Tins INFMAAI4V OAK l,, OOD AVE
a :STAtt� Map provided by NCDEQ
Division of Water Resources
Locations are approximate
ite Site boundary:
and are provided for ref -
erenceonly::
q,w �'

September 11, 2017
Raleigh Regulatory Field Office
U.S. Arm Corps of Engineers, Wilmington District
3331 Heritage Trade Drive
Raleigh, North Carolina 27587
Attention: Ms. Tasha Alexander
Reference: Preliminary Jurisdictional Determination Request and Supporting Documentation
Conn Elementary School Site
1221 Brookside Drive
Raleigh, Wake County, North Carolina
S&ME Project 4305-17-157
Dear Ms. Alexander:
On behalf of our client, Wake County Public School System (WCPSS), S&ME, Inc. (S&ME) hereby submits this
preliminary Jurisdictional Determination request. In support of this request, please find enclosed the following:
• Jurisdictional Determination Request Form
• Preliminary Jurisdictional Determination Form
• Agent Authorization form completed by Property Owner
• Figures —USDA- SCS Soil Survey Exhibit (Figure 1), USGS Topographic Exhibit (Figure 2), 2012 Color Aerial
Exhibit (Figure 3), Feature Exhibit (Figures 4), LIDAR Exhibit (Figure 5), National Wetlands Inventory Exhibit
(Figure 6), National Hydrography Dataset Exhibit (Figure 7), FEMA Flood Zone Exhibit (Figure 8), NC NHP
Element Occurrence Exhibit (Figure 9), NC SHPO Historic Resource Exhibit (Figure 10)
• USACE Routine Data Form
• Site Photographs
Please let me know when you are available to review the jurisdictional features on-site. If you have questions or
need additional information, please contact me at 919.801.3798.
Sincerely,
S&ME, Inc.
Walter Cole, L.S.S., R.E.H.S.
Project Manager
Ashley Bentz
Staff Scientist
S&ME, Inc. 13201 Spring Forest Road I Raleigh, NC 276161 p 919.872.2660 1 www.smeinc.com

urisdictional Determination Reauest
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.LM.mil/Missions/Re ug latoryPennitProgram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 1221 Brookeside Drive
City, State:
Raleigh, NC 27604
County: Wake County
Parcel Index Number(s) (PIN):
B. REQUESTOR INFORMATION
Name: Mr. Walter Cole of S&ME, Inc.
Mailing Address: 3201 Spring Forest Road
Raleigh, NC 27616
Telephone Number: 919-872-2660
Electronic Mail Address: [e-mail]
Select one:
I am the current property owner.
✓� I am an Authorized Agent or Environmental Consultant'
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: Wake County Board of Education
Mailing Address: 1429 Rock Quarry Road, Suite 106
Raleigh, NC 27610
Telephone Number:
Electronic Mail Address:
' Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Walter Cole of S&ME
Print Name
Capacity: ❑ Owner ❑✓ Authorized Agents
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
✓❑ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
❑ A Corps JD is required in order obtain my local/state authorization.
❑ I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
s Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
❑� I am requesting that the Corps provide a preliminarX JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area 16.02 acres.
❑✓ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude:
35.79612
Longitude: -78.62302
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
■ Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
aCompleted Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Re ulatory-Permit-
Pro gram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
aCompleted appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs, please complete an Approved Jurisdictional Determination Form'
Vicinity Map
Aerial Photograph
USGS Topographic Map
Soil Survey Map
OOther Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
❑ NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
FOther Assessment Forms
' www.saw.usace.gM.mil/Portals/59/docs/re ug latorregdocs/JD/RGL 08-02_ App _ A_ Prelim_ JD_ Form_fillable.pdf
' Please see http://www.saw.usace.army.mil/Missions/Re ug latory-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD)
FORM BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:9/11/2017
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Walter Cole of S&ME
3201 Spring Forest Road, Raleigh, NC 27616
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Wake City: Raleigh
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.796120 N Long.: -78.623020 W
Universal Transverse Mercator: NAD83
Name of nearest waterbody: Cemetery Branch
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALTHAT APPLY): Office (Desk)
❑ Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e.,
wetland vs. non-
wetland waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
A
35.79778
-78.62434
115 LF
Non -Wetland Waters
Section 404
B
35.79693
-78.62156
514 LF
Non -Wetland Waters
Section 404
C
35.79542
-78.62453
43 LF
Non -Wetland Waters
Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources
in the review area, and the requestor of this PJD is hereby advised of his or her
option to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's
acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing
a proffered individual permit) or undertaking any activity in reliance on any form of
Corps permit authorization based on a PJD constitutes agreement that all aquatic
resources in the review area affected in any way by that activity will be treated as
jurisdictional, and waives any challenge to such jurisdiction in any administrative or
judicial compliance or enforcement action, or in any administrative appeal or in any
Federal court; and (7) whether the applicant elects to use either an AJD or a PJD,
the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination
whether geographic jurisdiction exists over aquatic resources in the review area, or
to provide an official delineation of jurisdictional aquatic resources in the review area,
the Corps will provide an AJD to accomplish that result, as soon as is practicable.
This PJD finds that there "may be"waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic
features in the review area that could be affected by the proposed activity, based on
the following information:

SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should
be included in case file and, where checked and requested, appropriately reference sources below).-
[E
elow):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
❑ Data sheets prepared/submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
® Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
® U.S. Geological Survey Hydrologic Atlas:
® USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name:
® USDA Natural Resources Conservation Service Soil Survey. Citation: 1970 USDA -SCS Published
Soil Survey of Wake County, North Carolina, sheet 49.
® National wetlands inventory map(s). Cite name:2017 USFWS NWI dataset.
❑ State/Local wetland inventory map(s):
® FEMA/FIRM maps:NC Floodmap FEMA geodatabase for Wake County.
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date):2013 NC One Map aerial orthoimagery layer.
or ® Other (Name & Date):Site photos taken July 2017.
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the
Corps and should not be relied upon for later jurisdictional determinations.
Signature and date of Signature and date of
Regulatory Project Manager person requesting preliminary JD
(REQUIRED) (REQUIRED, unless obtaining the signature is
impracticable)'
i Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not
respond within the established time frame, the district may presume concurrence and no additional follow up
is necessary prior to finalizing an action.

AGENT AUTHORIZATION AND
RIGHT OF ENTRY FORM
Date:
Project Information
S&ME Project Name: WCPSS Conn Elementary School Site
Type of Project: Institutional
Location: J21nmokside Drive, Raleigh, Wake County, NC.
Property Owner/Representative Information
Name: 'Ti'1i"X f IJD&a 19*
Mailing Address: � S � ( S
AQJK_JS Z
City, State, Zip Code: hAL` aM _( b
Telephone No.
Contact: R t'4 n tO RK `i 11
Agent Information
Business Name:
Street Address:
City, State, Zip Code
Telephone No.
Contact:
S&ME, Inc.
3201 Spring Forest Road
Raleigh, NC 27616
919-872-2660
Mr. Walter Cole
Authorization: I �'h( , cmikl{: noft1mux, Jr.
of (Contact Signatur sst. Superintendent for FacilO es,
WCFSS, for and on behalf of the
t o Wake County Board of Education,
(Name of Landowner or Representative) Pursuant to duly delegated authority.
a duly authorized owner of record of the property/ properties identified herein, hereby authorize
S&ME to act as agent with the USCAE in connection with the above-mentioned project.
1 also authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) to enter upon the property herein described for the purposes of conducting on-site
investigations and issuing a determination associated with Waters of the U.S. subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/ or Section 10 of the Rivers and
Harbors Act of 1889.

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REFERENCE: ApC2: Appling sandy loam, 6-10% slopes, eroded
GIS DATA LAYERS WERE OBTAINED FROM THE 1970 USDA-SCS PUBLISHED SOIL SURVEY OF WAKE ApD: Appling sandy loam, 10-15% slopes o
COUNTY, NORTH CAROLINA SHEET 49. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL
PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THEREARE NO Cm: Chewacla soils
GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY Ma: Made land
DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION.
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WWW.SMEINC.COM 1221 BROOKSIDE DRIVE
PROJECT No: 4305-17-157
� ENGINEERING LICENSE NO: F-0176 RALEIGH, WAKE COUNTY, NORTH CAROLINA

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DATE: 07-21-17 S&ME USDA -SCS SOIL SURVEY EXHIBIT a
DRAWN BY: A. STEELS CONN ELEMENTARY SCHOOL SITE 2
WWW.SMEINC.COM 1221 BROOKSIDE DRIVE
PROJECT No: 4305-17-157
� ENGINEERING LICENSE NO: F-0176 RALEIGH, WAKE COUNTY, NORTH CAROLINA

DREW ST
REFERENCE: \�
GIS DATA LAYERS WERE OBTAINED FROM THE 2013 NCONEMAP AERIAL ORTHOIMAGERY LAYER 2' Contours
AND THE 2013 WAKE COUNTY TOPOGRAPHIC CONTOUR SHAPEFILE. PLEASE NOTE THIS MAP IS
FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER
USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO - Evaluation Area
RESPONSIBILITY FOR ANY DECISION MADE OR ANYACTIONS TAKEN BY THE USER BASED UPON
SCALE: 1 = 200' 2013 COLOR AERIAL AND FIGURE NO.
DATE: 07-17-17 S&ME TOPOGRAPHIC EXHIBIT
DRAWN BY: A. STEELE CONN ELEMENTARY SCHOOL SITE 3
PROJECT NO: WWW.SMEINC.COM 1221 BROOKSIDE DRIVE
ENGINEERING LICENSE NO: F-0176 RALEIGH, WAKE COUNTY, NORTH CAROLINA

�- HARDINGST Y
Feature A: 115 LF within Evaluation Area
Zr,J Potential Non -Wetland Waters of the US
O Represented by Flags Al -A24
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Feature C: 43 LF within Evaluation Area
Potential Non -Wetland Waters of the US
Represented by Flags Cl -C28
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Represented by Flags B1 -B30
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REFERENCE:
GIS DATA LAYERS WERE OBTAINED FROM THE 2013 NCONEMAP AERIAL ORTHOIMAGERY. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES
ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO
RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION.
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DATE: 07-27-17 *S&ME INVENTORY EXHIBIT �+ a
DRAWN BY: A. STEELE CONN ELEMENTARY SCHOOL SITE V
PROJECT NO: WWW.SMEINC.COM 1221 BROOKSIDE DRIVE
L 4305-17-157 ENGINEERING LICENSE NO: F-0176 RALEIGH, WAKE COUNTY, NORTH CAROLINA

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DATE: 07-27-17 *S&ME DATASET EXHIBIT a
DRAWN BY: A. STEELE CONN ELEMENTARY SCHOOL SITE 7
PROJECT NO: WWW.SMEINC.COM 1221 BROOKSIDE DRIVE
L 4305-17-157 ENGINEERING LICENSE NO: F-0176 RALEIGH, WAKE COUNTY, NORTH CAROLINA

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4305-17-157 ENGINEERING LICENSE NO: F-0176 RALEIGH, WAKE COUNTY, NORTH CAROLINA

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GIS DATA LAYERS WERE OBTAINED FROM THE 2013 NCONEMAP AERIAL >�`,''.S'�'.�.��-:.' ".�,,r:,�' Evaluation Area
ORTHOIMAGERY LAYER AND THE APRIL 2017 NCNHP ELEMENT OCCURRENCE
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SHAPEFILE. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS
NOT
" f One-Mile Search Radius
NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO � i "' ,6yr
GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY :y r:
FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS
INFORMATION. `,$rrw.+,.✓� Element Occurrence
SCALE:1 " = 2,000, NCNHP ELEMENT FIGURE NO. p
DATE: 07-27-17 fS&ME OCCURRENCE EXHIBIT a
DRAWN BY: A. STEELE CONN ELEMENTARY SCHOOL SITE 9
PROJECT NO: WWW.SMEINC.COM 1221 BROOKSIDE DRIVE
4305-17-157 ENGINEERING LICENSE NO: F-0176 RALEIGH, WAKE COUNTY, NORTH CAROLINA

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GIS
DATA LAYERS WERE OBTAINED FROM THE 2013• • LocalBoundaries!1
ACTIONSHistoric Site Boundaries
ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE Evaluation Area
ANY . UPON THIS INFORMATION.
SCALE: 1 111 .O HISTORIC FIGURE NO.•
*S&ME'
1: 1 RESOURCE EXHIBIT•
•M CONN ELEMENTARY SCHOOL SITE 10
PROJECT NO: 1221 BROOKSIDE DRIVE
1 • ( RALEIGH, WAKECOUNTY,•• CAROLINA

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Conn Elementary School City/County: Wake County Board of Edui Sampling Date: 7/20/2017
Applicant/Owner: Wake County Board of Education State: NC Sampling Point:
Investigator(s): W. COTe Section, Township, Range:
Landform (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none): none Slope (%): 5-10%
Subregion (LRR or MLRA): Lat: 35.7971 Long: -78.62182 Datum: NAD83
Soil Map Unit Name: Appling sandy loam, 6-10% slopes NWI classification: N/A
Are climatic / hydrolo is conditions on the site typical for this time of year? Yes ✓ I No (If no, explain in Remarks.)
Are Vegetation Soil �, or Hydrology= significantly disturbed?=Are "Normal Circumstances" present? Yes= No =
Are Vegetation = Soil or Hydrology= naturally problematic? =(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes= No = Is the Sampled Area
Hydric Soil Present? Yes= No = within a Wetland? Yes No
Wetland Hydrology Present? Yes= No ✓�
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
=Surface Soil Cracks (136)
=Surface Water (Al) =True Aquatic Plants (1314)
=Sparsely Vegetated Concave Surface (138)
=High Water Table (A2) =Hydrogen Sulfide Odor (Cl)
=Drainage Patterns (1310)
=Saturation (A3) =Oxidized Rhizospheres on Living Roots (C3) =Moss Trim Lines (1316)
=Water Marks (131) =Presence of Reduced Iron (C4)
=Dry -Season Water Table (C2)
=Sediment Deposits (132) =Recent Iron Reduction in Tilled Soils (C6)
=Crayfish Burrows (C8)
=Drift Deposits (133) =Thin Muck Surface (C7)✓=Saturation
Visible on Aerial Imagery (C9)
=Algal Mat or Crust (134) MOther (Explain in Remarks)
=Stunted or Stressed Plants (D1)
=Iron Deposits (135)✓=Geomorphic
Position (D2)
=Inundation Visible on Aerial Imagery (137)
=Shallow Aquitard (D3)
=Water -Stained Leaves (139)
=Microtopographic Relief (D4)
=Aquatic Fauna (613)
=FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes= NoFT] Depth (inches):
Water Table Present? Yes= No= Depth (inches):
Saturation Present? Yes= No= Depth (inches):
Wetland Hydrology Present? Yes= No �✓
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
7
Sapling Stratum (Plot size:
1.
4.
5.
7
Shrub Stratum (Plot size: )
1. Ligustrum sinense
3.
4.
ON
Herb Stratum (Plot size: )
1.
2.
6.
7.
Sampling Point: DP1
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 60 (A/B)
Absolute
Dominant Indicator
Tree Stratum (Plot size: )
% Cover
Species?
Status
1. Acer rubrum
35
Y
FAC
2. Liquidambar styraciflua
15
Y
FAC
3. Quercus alba
10
N
FACU
02 - Dominance Test is >50%
4n
AI
CA(`
7
Sapling Stratum (Plot size:
1.
4.
5.
7
Shrub Stratum (Plot size: )
1. Ligustrum sinense
3.
4.
ON
Herb Stratum (Plot size: )
1.
2.
6.
7.
Sampling Point: DP1
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 60 (A/B)
15 = Total Cover
10.
11.
12.
= Total Cover
Woody Vine Stratum (Plot size: )
1. Hedera helix 60 Y FACU
2. Campsis radicans 25 Y FAC
3. Smilax rotundifolia 5 N FAC
A Toxicodendron radicans 5 N FAC
95 = Total Cover
or on a separate
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine — All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes= No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0
Prevalence Index worksheet:
70 = Total Cover
Total % Cover of: Multiply by:
OBL species x 1 =
1429 3201
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Rale
Hydrophytic Vegetation Indicators:
= Total Cover
Q 1 -Rapid Test for Hydrophytic Vegetation
15 Y FACU
02 - Dominance Test is >50%
03 - Prevalence Index is :53.01
O4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
15 = Total Cover
10.
11.
12.
= Total Cover
Woody Vine Stratum (Plot size: )
1. Hedera helix 60 Y FACU
2. Campsis radicans 25 Y FAC
3. Smilax rotundifolia 5 N FAC
A Toxicodendron radicans 5 N FAC
95 = Total Cover
or on a separate
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine — All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes= No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

SOIL
Sampling Point: DP 1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc' Texture Remarks
0-4 10YR 5/3 100
SL
sandy loam
4-10 10YR 6/4 100
SL
sandy loam
10-15+ 10YR 5/6 100
SCL
sandy clay loam
'Type: C=Concentration, D=Depletion, RM=Reduced
Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_✓ Histosol (Al)
=Dark Surface (S7)
=2 cm Muck (A10) (MLRA 147)
=Histic Epipedon (A2)
=Polyvalue Below Surface (S8) (MLRA 147, 148)
=Coast Prairie Redox (A16)
=Black Histic (A3)
=Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
=Hydrogen Sulfide (A4)
=Loamy Gleyed Matrix (F2)
=Piedmont Floodplain Soils (F19)
=Stratified Layers (A5)
=Depleted Matrix (F3)
(MLRA 136, 147)
=2 cm Muck (A10) (LRR N)
=Redox Dark Surface (F6)
=Very Shallow Dark Surface (TF12)
=Depleted Below Dark Surface (A11)
=Depleted Dark Surface (F7)
=Other (Explain in Remarks)
=Thick Dark Surface (Al2)
Redox Depressions (F8)
=Sandy Mucky Mineral (S1) (LRR N,
=Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
=Sandy Gleyed Matrix (S4)
=Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
=Sandy Redox (S5)
=Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
=Stripped Matrix (S6)
=Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth
Hydric
Soil Present? Yes= No
(inches):
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

"-z
1 ew of Feature B, an intermittent stream at Flag 131, at
property line intersection looking upstream.
ems•
ti
3 View of Feature C, an intermittent stream at Flag C1
located off property looking upstream.
S&ME
WCPSS Conn Elementary School Site S&ME Project No. 4305-17-157
Hillside Drive, Raleigh, North Carolina Taken by: W. Cole I Date Taken: 7/21/2017
1

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S&ME
WCPSS Conn Elementary School Site S&ME Project No. 4305-17-157
Hillside Drive, Raleigh, North Carolina Taken by: W. Cole I Date Taken: 7/21/2017

14iew of Stream Feature A (Cemetery Branch) at Flag A15,
and of
that extends underneath Hillside Drive on west
side of Hillside Drive looking north upstream.
10
16 iew of Stream Feature A (Cemetery Branch) at Flag A23,
and culvert that extends underneath Hillside Drive on east
side of Hillside Drive lookinq west upstream.
WCPSS Conn Elementary School Site SWE Project No. 4305-17-157
*S&ME I Hillside Drive, Raleigh, North Carolina Taken by: W. Cole I Date Taken: 7/21/2017
4