SW8060901_APPROVED PLANS_20180306

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 �lD 0�101
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2018 CY50lD
YYYYMMDD

Brunswick Forest
Phase 6 Commercial
LOT 2
SITE PLANS
LOCATED IN THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTHCAROLINA
DATE.- NOVEMBER 2017
SCALE: IN-- 40'
OWNER / DEVELOPER: CLIENT:
Funston Land 8L Timber, LLC Plantation Building Corp.
1007 Evangeline Drive 314 Walnut Street
Leland, NC Wilmington, NC 28401
910-383-1425 910-763-8760
SEE PREVIOUSLY PERMITTED
PROJECTS
DEMLR# SW8 060901
DLQ# BRUNS-2007-016
SITE DATA
PHASE 6 COMMERCIAL LOT
1 0.78Ac.
TOTAL
0.78 Ac.
PHASE 6 COMMERCIAL LOT 2
0.78 ACRES X B80 gallons per acre = 687 GPD
NOTES FOR WATER SUPPLY AND INSTALLATION
1. ALL WATER MAINS TO BE BORES PVC PIPE WITH PUSH ON JOINTS.
SEE SPECIFICATIONS FORADDITIONAL MATERIALS REQUIRED.
2. T MINIMUM COVER ON ALL WATER MAINS.
3. LOCATE ALL METER SETTINGS S FROM LOT LINE UNLESS OTERWISE NOTED.
4. ALL COMMERCIAL WATER SERVICE LINES TO TO BE 2" UNLESS OTHERWISE NOTED.
6. FIRE HYDRANTS SHALL BE INSTALLED INACCORDANCE WITH COUNTY DETAIL
S. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH COUNTY DETAIL
7. ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED (SEE COUNTY DETAIL).
a. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
ACCORDING TO TOWN OF LELAND SPECIFICATIONS.
9. ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED,
AND DISINFECTED IN ACCORDACE WITH THE SPECIFICATIONS.
10. ALL WORK SHALL BE SUBJECT TO, INSPECTION BY THE ENGINEER,
TOWN OF LELAND AND THE N.C. DEPT. OF ENVIRONMENTAL
HEALTH AND NATURAL RESOURCES. A PRE -CONSTRUCTION CONFERENCE
IS REQUIRED. CONTACT. JIMMY STRICKLAND [phone].
�11.ALL WATER SYSTEM WORK SHALLSE DONE TO TOWN OF LELAND DETAILS
AND SPECIFICATIONS.
STABILIZATION TIME FRAMESI
SITE AREA DESCRIPTION
STABILIZATION
Perimeter dikes, swates, ditches and slopes
7 DAYS
High Quo Uty Water (HIND Zones
7 DAYS
Slopes steeper than 311
7 DAYS
Slopes 341 or flatter
14 DAYS
Alt other areas with slopes flatter than 411
14 DAYS
NOTE WELL
ANY AREAS O)-SITE WITFIRIT ACTIVITY SHALL BE STABILIZED WITHIN
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SUES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS [IF CEASE OF ANY
ACTIVITY.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BYTHETOWNANDCO IM..
THIS SHEET DOES NOT PURPORTTOWOWALLREQUIREDCONSTRUCTION DETAILS, BUT
RATHER SERVESAS AGUIDE. THE CONTRACTOR IS RESPONSIBLE FORADHERING TOALL
CITY. COINTYAND STATE CODESANDCONMQCT10N STANDARD&
No geotechnkal testing has been performed on site. No warranty
Is made for suitabillty of subgrede, and undercut and any required
replacement with subable material shag be the responsibility
Of the contractor.
LEGEND
IRON IN EXIST. CONC. MON.
�-+ EXIS77NGSANITARY
SEINER & MANHOLE
----- EXISTINGINATERLINE
EI.P. = EYJS77NG IRON PIPE
E.I.R. = EXISTING IRON REBAR
E.C.M. = EXISTING CONCRETE MONUMENT
I.S. -IRON SET
WN= WATER VALVE
W/M = WATER METER
FJH = FIRE HYDRANT
PM= POWER POLE
C.P. - COMPUTED POINT
®= PROPOSED CURB RAMP
+49.0 INDICATES SPOT ELEVATION
WETLANDS
BENCHMARK LOCATIONS AND ELEVATIONS
L001nON.'
ELEVATION
I
LCCATEDATTOPOFHOODATBCKOFCURR
FJPSTINOCUR6NaPree
383
II CURVE I RADIUS I ARC LENGTH I CHORD LENGTH CHORD BEARING
C1 596.00' 129.83' 1 129.5T N 64°08'05" E
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
10F 4
COVER SHEET and GENERAL NOTES
8829 P6S1-1
20F4
GRADINGANDSTORMbW97ER
8629P6S1-2
3OF4
DRAiNAGEAREAS
8829P6S13
4 OF 4
DETAIL SHEET
8829 P6SI4
OF
123
24
PROJECT BOUNDARY N
rasneroi-----------
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GENERAL NOTES:
1. This map is not for conveyan9s, recordation, or sales.
Z This property is not located in a special good
hazard area according to Fiocf Insurance Rate Map Community IDN
37202195M panel 2195J afferbve date June Z 2006
3. This property is zoned Town of Leland PUD.
4. Ail handicap ramps to and aooess to comply With ADA. local and state standards.
11
PUMP
HOUSE
Mi,
/
m
&\4
c
4
4
-
m
EXISTING
FIRE HYDRANT
ASSEMBLY
NOTE WELL:
NO 404 WETLANDS EXIST ON SITE.
NOTE WELL:
1. AN storm water runoff from built upon areas
(i.e. impervious surfaces & root drainage) to be
directed to the storm sewer collection system
(i.e. storm Wets or ponds) by swales, overland flow,
additional grading, or landscaping Inlets.
--
to
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IM
LLS,
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Wam
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WWWTWN
w a
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� '✓'i s ' ,.-, EVANGELINE DRIVE \..
sac
. _(.t� _ ¢. a a _.II b b�.a-a ~.`==•""`xa.......r_w...�.•.�....�.r-".
PLANS NOT FOR CONSTRUCTION
FOR REVIEW PURPOSES ONLY
***NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM W FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHTOFW
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREESAND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
Tl• � tl• �
Copyl�,1(9.Na,wapYr„e.Mea.,PA.Nrlabl°.am4. ApreMeOen auwMMatla6Mri4Mgmnta POMav aAWbNbtli.
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4 i,t
MORE GENERAL NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
APPLICABLE STATE & LOCAL CODES.
2. CONTRACTOR TO COORDINATEANY REQUIRED TRAFFIC CONTROL WITH
THESTATEANDTHE TOWN.CONTRACTOR RESPONSIBLE FORANY, -
ADDITIONAL REQUIRED PERMITS.
3. CARE SHALL BETAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES. ALL STORM WATER RUNOFF FROM
BUILT UPONAREAS (i.e. IMPERVIOUS SURFACES and ROOF DRAINAGE)
TO BE DIRECTED TO STORM SEWER COLLECTION SYSTEM (i.e. STORM INLETS
OR PONDS) BY SWALES, OVERLAND FLOW, ADDITIONAL GRADING, OR
LANDSCAPING INLETS.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OFANY RELOCATIONS,
REALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WATHAPPLICASLEAUTHORiTIES.
5. CLEARINGANDGRUBBING OFSITE TOINCLUDE REMOVAL OFEXISTING
CURB, ASPHALT, INLETS, ANDANY OTHER STRUCTURES INCLUDING TREES,
STUMPSAND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
6. MINIMUM SEPARATION SHALL BE MAINTAINEDAS FOLLOWS:
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWERAND
WATER MAINS.
b. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN STORM SEWER AND
WATER MAINS,
a WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER
MAiN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FORA MINIMUM
OF 10' EITHER SIDE OF CROSSING.
d WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY
SEWERAND STORM DRAIN, SANITARYSEWER SHALL BE DUCTILE IRON
PIPE FORA MINIMUM OF 10' EITHER SIDE OF CROSSING.
e. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN WATER
MAINAND STORM DRAIN, WATER MAIN SHALL BE DUCTILE )RON
PIPE FORA MINIMUM OF I & EITHER SIDE OF CROSSING.
7. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
S. ALL STREETS ARE PROPOSED TO BE PUBLIC (BUILT TO TOWN OF LELAND
STANDARDS/ N.C.D.O.T. PAVEMENTAND SUBGRADE STANDARDS).
9. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
10. ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
11. TWO VALVESARE REQUIRED AT "r INTERSECTIONSAND ONE VALVE ON
THE WATER LINE TO FIRE HYDRANTS.
12. A BLOW -OFF VALVE IS REQUIREDAT THE TERMINUS OFALL "DEAD END"
WATER LINES.
13. INSTALLATiONAND CONNECTION OFALL UTILITY SERVICES, OUTSIDE UTIL17Y
EASEMENTS, SUCHAS SEWER, STORM, AND WATER MUST BE INSPECTED BY THE
TOWN OF LELAND INSPECTIONS OFFICE.
INSPECTIONS OFFICE.
STANDARD NOTES.
1. information concerning underground utilities was obtained from
available records. It shall be the responsibility of the
Contractor to determine the exact elevations and locations
of all existing utilities at all crossings prior to
commenting trench excavation. /factual clearances are less
than indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
a modification of these plans shag be brought to the attention
of the Design Engineer before proceeding with construction.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL INC ONE-CALL"AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
3. All trees which are not required to be cleared for
constuction shall be preserved wherever possible unless
otherwise directed.
4. Contractor shall adjust ail manholes, valve and curb boxes to
the final grade upon completion of all construction. Any boxes
damaged or otherwise disturbed by the Contractor shall be
repaired at the expense of the Contractor.
5. The Contractor is responsible for controlling dust and erosion
during construction at his expense. Parking areas shall be
watered to control dust when ordered by the Engineer.
& No geotechnical testing has been performed on site. No
warranty is made for suitability of subgrade, and undercut and
any required replacement With suitable material shag be the
responsibility of the contractor.
Contractor responsible forgeotechnical testing as necessary.
7 Extreme rare shall be taken to ensure minimum separations at
all utility crossings.
8. Contractor to ensure that street pavement is placed so as to drain
positively to the roadway inlets and catch basins.
9. Contractor is responsible for obtaining all required permits.
10. This plan is for site utilities, grading, roadwork, and drainage only.
II. Affected Non -Municipal Utilities shall be contacted and provided
with plans and other pertinent information, when feasible, to
coordinate appropriate scheduling and placement. At the minimum
this should include AT&T and Duke (Progress) Energy.
12. See NCDOT 2012 Standard Drawings 848.05 thru 848.06 for curb ramp details.
Cover Sheet and General Notes
Brunswick Forest
Phase 6 Lot 2, Commercial Area
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTHCAROLINA
`,`1pUut�in4gp'.
.�N R94
9e-.
SEAL =
43166 °
10, - A?/.2
awady Q$ rds0m.can
OWNER- FUNSTON LAND & TIMBER, LLC
1W7 Evangeline Drive
Leland, NO 28461 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS A LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON. N.C. 28403
PHONE: (910) 343-M
LICENSE Nm: C-0597
12-15-17
Stale:
HORZ: 1 "= 40'
Drawn:
WAIP
AHG
NX
8829
Shell Na
Or: 4
41
j

r
SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ # SW8 060901
DLQ # BRUNS-2007-016
30, V
18'
S ACE LREVERSECROWN 0.5'Curbing
PKI(TYPICAL)
(TYPICAL) I 1.50ofS9.5A
TYPE' I� I� 8'ABCBASE COURSE ARCED
CURB l
WTENER'
TYPICAL PARKING BAY SECTION MA 11�,MMRE M°OFaEOTE
NON -TRUCK TRAFFIC AREA CONSULVATT
NOTTO SCALE CONTR.1CTaRRFSPOWNEFORCQNMCTWNTESIM
8.0'
J, REVERSE CROWN ae Curbing
PARKING I
SPACE L (TYPICAL)
(TYPICAL) I 3"o1S9.5A_
GRASSED
TYPE I.•1 11 8"ABCBASE COURSE AREA
I Noreaeu
TYPICAL PARKING BAY SECTION',,,,,°�
TRUCK TRAFFIC AREA CONSDLTANF
NOT TO SCALE CormuCTORRESPOAMBEFDRca PAcnaYTEnN4
BULGING
FACE
NOMINAL SIZE
TI.00 RE7lE'F OVERFIGW
BUICONNECT
DOWNSPOUT iTO /8 BEND SIZED
LDING;Li
Ti,Eci's
WYE SIZED
DOWN SPOUT
TOARCT MATCH
E
DOWN 9sur
FINISHED GRADE
NAN
BENDS AND FNTINGS
MPAITY
(TYPICM
FLOW TO STORM
,2• PVC TEE
SEWER SYSTEM
STORM SEWER
VARIABLESLOPE
COLLECTION SYSTEM
1.fLS MINIMUM
WM
STANDARD ROOF DRAIN MANIFOLD CONNECTION
TO STORM SEWER COLLECTION SYSTEM
N.T.S.
............ ..... j�...... j��j���
• as
«r: o-
r PIPE
STANDARD CLEANOUT
NOT TO SCALE
BENCHMARK LOCATIONS AND ELEI/AT/ONS
LOCATRMP
ELEVATION
T
LOCATFDATToPoFwwArs4cKOFCURa
eosTmctmo#AErse
319
V WYE
1
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 4
COVER SHEET and GENERAL NOTES
8829 P6S1-1
2 OF 4
GRADING AND STORMWATER
8829 P6S1-2
3 OF 4
DRAINAGEAREAS
8829 P6S1-3
4 OF 4
DETAIL SHEET
8829 P6S1.4
WNERE REVERSE GROWN
IS REQUIRED CUTTER SHALL 1•R
SLOPEAWAYAS SHOWN
' MOSTAPPLICNTIONS t IW R
IN PARKING LOT
L-
STANDARD CURB SECTION
HIS
SOT-01
GENERAL NOTES:
1. This map is not for conveyance, recordation, or sales.
2. This property is not located in a special flood
hazard area according to Flood insurance Rate Map Community ID#
3720219500J panel2195J effective date June 2, 2006
3. This property is zoned Town of Leland PUD.
4. All handicap ramps to and access to comply with ADA, local and state standards.
Downstream Structure
Upstream Structure
Area (Acres)
Length (ft)
Pipe Size (in)
Slope.(%)
Downstream Invert (ft)
Upstream Invert (ft)
Downstream Rim Elev (ft)
Upstream Rim Elev (ft)
5C
5D
0.25
83.46
1`8:00
0.30
33.60
33.85
38.10
38.81
5C
5F
0.06
50.98
18.00
0.30
33.60
33.75
38.10
38.88
5D
5E
0.41
97.75
18.00
0.20
33.85
34.05
38.81
38.81
PROJECT BOUNDARY
3�S�MEN
RFSFTF-1C a&"RIM
/ \ 151
g2•6NG
N 73°53'S9" E 199.26'
PLANS NOT FOR CONSTRUCTION
FOR REVIEW PURPOSES ONLY
NOTE WELL:
NO 404 WETLANDS EXIST ON SITE.
NOTE WELL:
1. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer colection system
(i.e. storm Inlets or ponds) by swates, overland low•
additional grading, or landscaping Inlets.
"'NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM 16 FROM
TRANSMISSION LINES TO BE MAINTAINED
ATALL TIMES. (REFERENCE: OSHA 1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
STABILIZATION TIME FRAMES,
SITE AREA DESCRIPTION
STABILIZATION
Perimeter dikes, swates, ditches and slopes
7 DAYS
High Quality Water (HQW) Zones
7 DAYS
Slopes steeper than 311
7 DAYS
Slopes 311 or flatter
14 DAYS
All other areas with slopes flatter than 411
14 DAYS
C
FX. W - W
LEEVE f
W-W-w
NOTE WELD
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPES
NUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOWALL REQUIRED CONSTRUCTION DETAILS, SUIT
RATHER SERVES AS AGUIDE THE CONTRACTOR IS RESPONSPoLE FOR ADHERING TOALL
CITY, COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnical testing has been performed on site. No warranty
Is made for suitability of subgrade, and undercut and any required
replacement With suitable material shall be the responsibility
of the contractor.
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4•n•nxah"ntl. «prL wrnw.,m.n cao•Ma4n L••e eaww«4npin••r.►aaM•4•arM••gw w.a •,Irntlamra•w,wa
m"tN vM,tlM aly„tltlP,w•raapblwtlatM 8,myra FAp«w,tlYbanWabN•W MOI,u• aa,a
VIEW A
NOTES:
1-DO NOT TAP MANHOLE AT JOINT.
2-BREAK OUT MINIMUM AMOUNT OF MANHOLE WALL TO ALLOW
NEW PIPE TO ENTER.
3-CONCRETE TO BE BROKEN FROM INSIDE OF MANHOLE, IF
POSSIBLE.
4-PLACE COLLAR AROUND NEW PIPE. COLLAR TO BE BUILT
RESTING ON UNDISTURBED SOIL.
5-REPAIR CONCRETE WITH NON -SHRINK CEMENT.
6-SEE SD 14-11 FOR PRE -CAST MANHOLE DETAIL.
NTS
STANDARD TAPPING
DETAIL PRE -CAST
SEE COUNTYTHRUST SEE COUNTY THRUST
COLLAR DETAIL BELOW COLLAR DETAIL BELOW
FINISH GRADE AND FOR RODDING
THRUST COLLAR
MIN. COVER 3.5'
SS SSDIP DIP
- SS SS _ SS _ ROD REQUIREMENTS
-_ __... AS PER TOWN OF LELAND
3/4" THREADED
STEEL RODS
NP3'��
3„ (TYP.)
3"
CONCRETE THRUST BLOCK
(TYP.)
GENERALNOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE
COATED WITH TWO COATS OF BITUMINOUS BASE PAINT.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT BENDS.
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT
MUST BE 3".
4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
STANDARD VERTICAL BEND
NOT TO SCALE
GRADING AND STORMWATER
Brunswick Forest
Phase 6 Lot 2, Commercial Area
LOCATED IN TOWN OF LELAND BRUNSIMCK COUNTY, NORTH CAROLINA
`'OVIItirlp„T '
(N CAROB''%
=O�
r¢� 9C'•9
SEAL _
43166 ? °
agrady QhCISIAM.=t
OWNER FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS. ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMWGTON. N.C. 28403
PHONE: [phone]W2 n&
HORZ.: f - 2o'
Dr
WNP
AHG
PMJaa NM
8829
Shoat No:
2
4

r
PROPOSED IMPERVIOUS AREAS
NTS
Building Area
3,677 sq ft
Parking BC to BC Area
9,093 sq ft
BENCHMARK LOCATIONSAND ELEVATIONS
LOCAR0IL
I ELEYATIoN
r
LOCATEDATTOPOFHOOOATBACKOFCURa
EXIS FIhIO CURS Rq.ET 6a
M3
,1 Sidewalk Area
`�-1,603 sq ft
—NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM I& FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910,269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND. SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAVWING No.
1 OF 4
COVER SHEET and GENERAL NOTES
9829 P6S1-1
2 OF 4
GRADINGAND STORMWWaTER
8829 P6S1-2
3OF4
ORAINAGEAREAS
8829P6S1-3
4 OF 4
DETAIL SHEET
8829 P6S14
(j)
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
GENERAL NOTES:
1. This map is not for conveyance, recordation, or sales.
2. This property is not located in a spedal flood
hazard area according to Flood Insuance Rate Map Community ID#
3720219500% panel 2195J effectivedete June 2, 2006
3. This property is zoned Town of Le*td PUD.
4. All handicap ramps to and access ID comply wNhADA, local and state standards.
PLANS NOT FOR CONSTRUCTION
FOR REVIEW PURPOSES ONLY
NOTE WELL:
1. All storm water runoff from built upon areas
(ce, Impervious surfaces &roof drainage) to be
directed to the storm sewer Collection system
(i.e. storm inlets or ponds) by swates, overland flow,
additional grading, or landscaping inlets.
STABILIZATION TIME FRAMES:
SITE AREA DESCRIPTION
STABILIZATION
Perimeter dikes, swates, ditches and slopes
7 DAYS
High Quality Water (HOW) Zones
7 DAYS
Slopes steeper than 311
7 DAYS
Slopes 311 or flatter
14 DAYS
Alt other areas with slopes flatter than 41l
14 DAYS
NOTE WELL:
NO 404 WETLANDS EXIST ON SITE.
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AxVmaK N xlwle «pM, M9,oulwtl.en eauxNMtlu tagE 8urrayer «Figlne«. b pMiblad, gt/.apW OemM epna bMYeamsu.
owe.e.w uw m�t+a aoa«a we «yna..Nxn. aw.r.r «Ergo.«.awe. w.beeaumee wea«A.,ro apw.
SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ # SW8 060901
DLQ # BRUNS-2007-016
PROPOSED IMPERVIOUS AREAS
Parking BC to BC Area
Area: 9,093 sq ft
Building Area
Area: 3,677 sq ft
Sidewalk Area
Area: 1,603 sq ft
OTHER
Area: 1000 sq ft
EXISTING IMPERVIOUS AREAS
Existing BC TO BC Area
Area: 1,588 sq ft
Existing Sidewalk Area
Area: 1,057 sq ft
NOTE WELL,
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 WORKING DAYS OR 21 CALENDAR DAYS. AND AS ABOVE. ALL SLOPES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOWA REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERINGTO ALL
CITY. COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS
No geotechnical testing has been performed on site. No warranty
is made for suitability of subgrade, and undercut and any required
replacement With suitable material shall be the responsibility
of the Contractor.
Brunswick Forest
Phase 6 Lot 2, Commercial Area
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
(N Ca`ROZ
O'SSSIoti .i+
SEAL
43166 9
Wady @hftIrr_ tI
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
6403
PHONEGTON, N.C. r,2
PHONE: (ate)C-0597 2
LICENSE No.: C-0Sa7
12-15-17
scale:
HORL: 1
AHG
Project No:
8829
Sheet No:
3
of, 4

CB 5C TO DI 5D
50
45
40
35
30
25
20 -0.
5D
EXISTING GRADE
83.46' OF 1
RCP @ 0.30%
(0
CO
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Scale =1 :20
Vertical S
Ale =1 :5
20 04
DO 0420
0440
0450
04
DO i
2
3 z 0
N 8 Q
PROPOSED FINISHED
K-i
SURFACE CENTERLINE
�U
ELEVATION
EFAME
REEM
MINES
tPROPOSED CENTERLINE
ALIGNMENT STATION
PROFILE LEGEND
.10
O
I
N
STD.840.02
NCOOT CATCH BASIN STD.CURB
SECTION
p
= r� 10TAPER r-1 1/2' 107APER
PLAN VIEW
W
O
fW,
FRAME. GRATE AND HOOD CURB
NCOOT STD. 840.03
G
O' NORMAL GUTTER FLOW UNE
--- FRA�EBGRATE _=:",.._::•:.-:
L----- -- .: "`='1""f..,^r"r t?z jFr!ec :.+....... -----
I I
A I I • I DEPRESSED
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I I IS l
PRECAST 1 1•1
CONCRETE
(
BASIN ., I I
1
I I ."I
i
w I I i
m 1. I I• I PIPOUTLET
- - - - - NCDOT SIDS.
SEE
852.05 T-----
FRONT SECTION
SECTION VIEW 8440.03
FOR FURTHER DETAIL
PRECAST CURB INLET
NOT TO SCALE
Tj
'-8
NSITION�Q���O��������EXOP�sION
1'-6CTION
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 4
COVER SHEET and GENERAL NOTES
8829 P6S1-1
20F4
GRADINGANDSTORMIMATER
W29PM2
3 0F4
OROIINAGEARFAS
8829 P6S1.3
4 0F4
DETAIL SHEET
8829 P6S1.4
50
45
40
35
30
25
10 20
50 DI 5D TO DI 5E
45
40
Kj
30
25
20 -0
5E
EXISTINGGRADE
97.75
OF 18" RCP @ 0.2
00
o
m�0��
rr
Z Z
x z Z
BCD
00
MN
NN
MO
PmTM
Mtl�1
f�"1M
MM
MM
Horizonte
Scale - 1 :20
Vertical S
Ale - 1 :5
20 04
DO 0120
0140
0450
0190
1
45 45
40 40
35 35
30 30
25 25
10 20 20 -0
I I INSULATED USC APPROVED REDUCED I I
FIBERGLASS
S PRESSURE ZONE (RPZ) i I
t2„ Imo- BACKFLOW PREVENTER i
I I ASSEMBLY
I I COUPE LING DRESSER
I I & ADAPTER COUPIJNG
I I i I
I I I I
I I ?• SLOPE TO SUMP I 1
FINISHED GRADE _'":..'w'`•';.n ;A•.y �,,.• ;:' •,•` ,,� ... .,,... ,1,•,1t,�,.: FINISHED GRADE
'\�':.i'yi?�,. •: :: :�.;2•;Y� >:••[n. ^. i}>. i.A S'CONC,PADI y:: :!^'Ka t•sa .•:.: :•,�c.*..
\�� SUMP, N0.57 CONC.BLOCK
����\�� WASHED STONE SUPPORT
FILL W/ GROUT
\�1 USC APPROVED
x\ x" 3 RPZ DACCKFLOW PREVENTERS
/ SREQUIRED FOR ERVICES OVER L DIAMETER.
NOTE: USC APPROVED BACKFLOW
FEBCO MODEL 860 MASTER SERIES RPZ PREVENTERS REQUIRED ON ANY SERVICE
OR APPROVED EQUIVALENTS LINES OVER 1" DIAMETER.
USE USC APPROVED MODEL.
DETAIL - BACKFLOW PREVENTER
NOT TO SCALE
(GENERAL NOTES:
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM,
DITCH OR DRAINAGE -WAY.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LAYDOWN & STOCKPILE AREAS
(TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCALAND STATE REGULATIONS).
NOTE:
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN OF LELAND.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RPTHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
APPLICABLE COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
'NOTE WELL:
NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM IV FROM
1) CONTRACTOR TO ENSURE THAT
TRANSMISSION LINES TO BE MAINTAINED
ATALLTIMES. (REFEREICE: OSHA 1910,269)
STREET PAVEMENT& CURBING IS
2, ANY TREE, OR SHRUB CNN BE PLANTED WITHIN THE RIGHT-OF-WAY
PLACED SO AS TO DRAIN POSITIVELY
AS LONG AS THE MATUFE HEIGHT IS 12 FEET OR LESS.
TO CURB INLETS AND DRAINAGE
WHEN PLANTING TREESAND SHRUBS, PLEASE REMEMBER TO
STRUCTURES.
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
GENERAL NOTES:
1. This map Is not for conveyana7, recordation, or sales.
NOTE WELL:
1. All storm water runof from built upon areas
(i.e. Impervious surfaos & roof drainage) to be
directed to the storm ewer Collection system
(i.e. storm Inlets or pads) by swales, overland flow,
additional grading, or Indsaaping inlets.
CB 5C TO CB 5F
5F
EXISTIN GRADE
50.9& Of
I Br RCP @ 0.30%
o
n
pp�
to
W Z=
M?0
COZZ0
>> >
M >>
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Scale =1 :20
Vertical S
We =1 :5
20 0400
0120
0 0
50
45
40
35
30
25
10 2L
EXISTING GROUND
12" COMPACTED BACKFILLTO
95% MODIFIED PROCTOR
IF UNDER PAVEMENT
J
m
COMPACTED BACKFILLTO
y
90% MODIFIED PROCTOR
SLOPE WALLS TOANGLEOF
REPOSE OF SOILORAS
APPROVED BYTHE ENGINEER
6" COMPACTED PIPE EMBEDMENT
TO So% MODIFIED PROCTOR
x
8" 8` COMPACTED
GRANULAR MATERIAL
w
a
_
PIPE WIDTH a24"
TRENCH BOTTOM
STANDARD PIPE
TRENCH DETAIL
NOT TO SCALE
SEE COUNTY THRUST SEE COUNTY THRUST
COLLAR DETAIL BELOW COLLAR DETAIL BELOW
FINISH GRADE AND FOR RODDING
THRUST COLLAR
MIN. COVER 3.5'
DIP DIP
ROD REQUIREMENTS
AS PER TOWN OF LELAND
3/4" THREADED
f STEEL RODS
3" T, (TYP.)
3" 3"
CONCRETE THRUST BLOCK
(TYP.)
GENERALNOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE
COATED WITH TWO COATS OF BITUMINOUS BASE PAINT.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT BENDS.
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT
MUST BE 3".
4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
PIPE ZONE
6" , O.D.
FINAL BACKFIL�+
PIPE
SIZE AS INDICATED
ON THE PLANS--,
INITIAL BACKFILL
CLASS 1-
PVC PIPE
PIPE DD
NOT TO SCALE
I�
PROPERLY_
LINE
H
f
LANDSCAPE
E LANDSCAPE �
TIMBER Z
C.I. BOX & COVER Z
C.I. Box & COVER
iV
f
I �
45'ELBOW
Z
1
MAXIMUM 45' LONG :}
�.��SWEEP AS REQUIRED
TO REACH OPDMUM
DEPTH 1pp
LE
\,'\\ GWED CAP
VAR, (ABLE OSL PE \ ANGLE 45'ELBOW
t.59G MINIMUM �
180NIPPLE & 45• REQD. LATERAL
GLUED CAP
MAXIMUM 45' LONG
BEDDING AS / SWEEP BENDS AS
SWPWM l REQUIRED
FAR SIDE LATERAL SEWER J NEAR SIDE LATERAL
NOTE: USE WYE FITTINGS AT SERVICE
STANDARD SERVICE CONNECTION
TO SANITARY SEWER
NOT TO SCALE
ALL WHEEL CHAIR RAMPS AND CROSSWALKS SHALL BE ADA COMPLIANT
GENERALNOTES
L LOCATION OF WHEELCHAIRRAMPS:
1. NACCORDANCE WITH THE RATIFIED HOUSE BILL 1296, ALL 67REETCURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTUCTED FOR
SEE OBSTRUCTION DETAIL MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER
1973 SHALL PROVIDE WHEELCHIR RAMPS FOR THE PHYSICALLY HANDICAPPED ATALL INTERSECTIONS WHERE BOTH CURBAND GUTTERAND
VAR SDEWALKSARE PROVIDED AND AT07HER MAJOR POINTS OF PEDESTRWN FLOW.
Na` CONTINUOUS CONCRETE COPING
3/4' FRAME S GRATE
,,"..,FRAME
2. WHEELCHAIR RAMPS SHOULD BE LOCATEDAS INDICATED IN DETAILDRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
/
INLETS, ETC. MAYAFFECT PLACEMENT.
f 7' FRAME AND GRATE
•' RAD(VAR)
4, DEWEY EROS.NO.CF4BN-3A
OR EOUA
SIDEWALK
.
I
II, CONSTRUCTION NOTES:
PLAZA(VAR) -
1. NO SLOPE SHALL EXCEED 1'+1"(12:1)ON THE RAMP OR SIDEWALK
PRECAST IJL z I*-Jl
SEE NOTE(TYP) 2. IN NO CASE SHALL THEWIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40'(3'•4'). WIDTHS M4YEXCEED 40" IF NECESSARY
CONCRETE m g I3.
a:
VAR
USE CLASS'A'CONCRETE WITH THE SURFACE HAVINGAROUGH, NON.SKD TYPE FINISH.BASIN
W
10,MINVAR {, 72'[IXPANSON NOWTWLLL BE REQUIRED WHERE hIE CONCRETE WHEELCHAIR RAMP JOINSANYRDD PAVEMENT OR S7RUCNRE.
PED•X•ING 5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THEPARIICULAL STREET.
6, PER ADA, ALL CURB CUTS AT SIDEWALKS SHALL HAVE DETECTABLE WARING SURFACE.
•i 7
4" B `-"r8.1 4�
SEE NOTE 2{TY� II. ADDITIONAL NOTES:
4'-0`
4,� 1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADIWHERE MARKED (SEE NOTE B).
4
REINFORCING
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THATTHE BEGWNNG OF THE WHEEL CHAIR RAMP WILL BE TNOFEETFROMTHEINSIOE
2'•0"
SECTIONVIEW 94BARs012"OCEW PLAN VIEW
PEDESTRIAN CROSSWALK LINE
IN PARKING LOT and
3. THE WIDTH OF THE PEDESTRIAN CROSWALK SHALL BE 10 FEET UNLESS AGREATER WIDTH IS REOUIREOTOACCOMMODATE THE PEDESTRIAN
INVERTED CROWN SECTIONS
TRAFFIC.
CATCH BASIN DETAIL
4. STOP BARE SHALL BE USED WHERE IT IS IMPORTANTTO INDICATE THE POINT BEHIND WHICH VEHICLESARE REQUIRED TO STOP IN
TYPICAL LOCATION OF WHEELCHAIR, COMPLIANCE WITH ATRAFFD SDNAL STOP SIGN, OR OTHER LEGAL. REQUIREMENTS.
NOT TO SCALE
S. PARKING SHALL BE ELIMINATEDA MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK
STABILIZATION TIME FRAMES,
SITE AREA DESCRIPTION
STABILIZATION
Perimeter dikes, swales, ditches and slopes
7
DAYS
High Quality Water (HQW) Zones
7
DAYS
Slopes steeper than 31l
7
DAYS
Slopes 311 or flatter
14
DAYS
Al( other areas with slopes flatter than 411
14
DAYS
PEDESTRIAN CROSSWALKS & STOP BARS 9. ALL PAVEMENTMARKINGS SHALL BE NACCORDANCE WITH THE LATEST EOMON OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PUBLISHED BY THE FEDERAL HIGHWAYADMNISTRATON. THIS tSAVAKABLE FROMTHE SUPERINTENDEiNTOF DOCUMENTS. U.S r ���
PLANS NOT FOR CONSTRUCTION NTs PRINTING OFFICE, WASHINGTON, D.C. 20W2. �7J
FOR REVIEW PURPOSES ONLY NOTE WELL,
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN p
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPES
SEE PREVIOUSLY PERMITTED MUST BE STABILIZED WITHIN 21 CALENDAR DAYS IF CEASE OF ANY DETAIL SHEET
PROJECTS ACTIVITY. 12-15 17
THISSDETAILSEETDOESN TYPICALRTTO$INSTALLATIONS REDUIREDBYTHETOMNANOCS,BUT Brunswick Forest
DWQ # SW8 060901 RAT ER ERVES ASOGUIDE. THE CONTRACTOR SNRISRESP RESPONCONSTSIBLE
ORAD DRINGTO (7I sows:
RIT.COUNTYANDSTATECODES NDCONSISRESTNDARDSORADHERINOTOPLI Phase 6 Lot 2, Commercial Area HORZ: 1�2D'
DLQ #BRUINS-2007-016 CIIY,CmLNrYAND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnical testing has been performed on site. No Warranty LOCATED IN TOWN OF LELAND BRUNSMCK COUNTY, NORTH CAROLINA
Is made for Suitability of subgrade, and underact and any required uraro
0 20 40 60 replacement with Suitable material shall be the fesponsibiray
of Ile contractor.
t� .F«IMMyn a.,xw., vA..At Me„«"wa R.pom,eeen«wa•ro.•rrarrdow,,.A «.mmn.«a.wx«.auiw
m«k.awMM��ilpwr�. «,a�'edp„i«aawwvt��uy .�'".Ire:p«www.�ra wa�eaa'. p: a0i'4en"��`'
CAedceA:
AHG
Profaq N0
8829
6MOt Na
4
�: 4

BRUNSWICK FOREST - wet detention/retention pond No,10
Design Calculation Summary for NCDENR / DWQ
WATER QUALITY CONSIDERATIONS -
Impervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 5.5 acres
TOTAL AREA DRAINING TO POND = 12.6 acres
12.6 acres total - 5.5 acres Impervious = 7.1 acre green
SA REQUIRED: 5.5 / 12,6 = 0. 44, or 44%
At 7. 0' depth, 90% TSS removal, from chart - SA/DA factor = 1.7
12.6 x 0.01 x 1.7 = 9,500 sf SA REQUIRED
At Elev. = 33.0 = 79,000 sf SA PROVIDED
STATE STORAGE VOLUME
= i5S,e89-cf 130,650 CIF
VOLUME REQUIRED: R=C(P)(Pj)(Rv)/123(A)
SEE PAGES A.1 and A. 2, 'ControIting Urbar Runoff
A Practical Manual for Planning and Designing Urban BMPs'
(P) = 1'
(Pj)= 0. 9
( Rv) = 0. 05 + 0. 9( 5. 5/ 12, 6) = 0. 443
(A)= 12. 6
R= 1 (1) (0. 443/ 12] (12. 6) = 0.465 acre-feet
= 20,500 cf REQUIRED STORAGE
130,000 cf PROVIDED STORAGE @ ELEV.= 34.5
DRAWDOWN:
Average head from storage elevation to orifice -
34. 5 - 33. 0 / 2 = 1. 5' 2' PVC dra in to draw -down pond:
Orifice equation Q = CA(2gh)^1/2
T = 2 days
7
EMERGENCY SPILLWAY EL = 36-.5 36.0
TOP OF BOX = 35-r5-35.4
ESTATE STORAGE ELEVATION = M4 34.b WEIR CU I S
NORMAL WSEL=
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfall
event and needed repairs made immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 5,25' below water surface. Riser structure to be cleaned
if excess water above design surface no longer drains
properly.
3. Sediment to be removed from pond foreboy when it is
approximately 25% filled or sediment level is within 5.25' of
water surface.
4. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6,11, latest version. See next Sheet.
AS -BUILT SUMMARY (12-1 1-08) I
ITEM AS -BUILT
1,
At( slopes permanent vegetation
Yes
2,
Normal pool surface area
81,000
sf
3.
Normal pool Surface Elevation
33.0
MSL
4.
Pond depth (deepest point)
8.8
feet
5.
Bottom elevation (deepest)
24.2
MSL
6.
Orifice elevation
32.9
MSL
7.
Weir elevation (State storage)
34,5
MSL
8.
State storage volume
130,650
cf
9.
10' vegetated shelf
Yes
10.
10' access
Yes
11.
Forebay
Yes
12,
Outlet elevation
33.0
MSL
13.
Primary Spillway elevation
35.4
MSL
14.
Emergency Spiltway elevation
36.0
MSL
15.
Embankment elevation
38,0
MSL
16,
Side s t oyes (typical)
3: 1
to 5 1
17,
Orifice size
2"
PVC
) 33.0 i
10' WIDE, 10:1
VEGETATED
SHELF
Directly under
Water Surface
24"RCP 55 LF
1 PIPE
EMBANKMENT SECTION POND No.10
WELDED REBAR
TRASH GRATES,
GALVANIZED
NOT TO SCALE
CENTERED OVER
WEIR CUT
6"I FF 247RCP
WELDED BAR
TRASH RACK 3' WIDE WEIR CUT
BOLTED IN PLACE
ONE EACH BOX
6„
4
4
35.39
EL^�`� YJI 11411 II
90 ELBOW DOWN 5
In
8'BELOW WSELEL tr-
N
,
M _1r534.5 4
4'
WSEL- 5 OUIErr
f- INV=,3d4
WEIR CUT
APE
INVCr 32.97 AIFf'
J. 0'
_� � 32.91
` 2'DIAM£TER PIPE
PVC W/ GRAVEL COVER 30.56
Cr r 9
5'
a
PLAN
VIEW
sEcnoN VIEW
OUTLET STRUCTURE DETAILS (POND 10)
NOT TO SCALE
�ID
ALL SLOPES
a ;
3:1 MAXIMUM
Foreboy volume
WSEL
20% of required
L
=33 0
33.0 storage, typical
10 It
Z
- - - - -
- - - - - - - - - -
ITT
tioF
FoBottoreboy
�om
Elev.=25.6
OUTLET
�\aQeti°
h•
4'min.
AS ONPROTECTON
PILLANS
FOREBAY SECTION
DETAIL
NOT TO SCALE
--
aE68 v v
93213.3 -SQ
,' sY -2.14 ACRES
_.
STATE STORAGE -` ; �/ ;/ , / X3i<3
AP
-'I 50,650 .CF-
81001.7 SQ. FT. ' X 3R52 X JIL6
, I( 10
]d.6a -3a - 1.86 ACRES
assRJP-`RAB
at 1
SX
•�y 36 a260-
/
ap
83..---
36
RIP-RAP.,no
/�� /•�
3aA11% ]Ide
If
I I I
I '31n� it
1
V I I1
IV 1•X3174
It It I ! III 1X 3s.a
I � i
x]9V
Nat
%,\r V
1
\ A
X\.,
\ \ \
\\\
X \
1 ` I
6Z
05
moi
%\ \
% p (
07
V16 i I N I I ! /x286.
% 61t7 / / 139
It
•;v / � / / � `\ X ��I I I I I l � / � � . �
/'�/
9Z / I .Bt I I %38P8
/ / XS,z JE, I {
I 1 -
/
\\sz
1
F
V/ ; / ,// /Regulated; it �I�\ : 93� t, �i / 36 "RC
p
f' / ,Wetiands Area'/
-'�
NO TE.' 404 WETLANDS ON $1'fE ASISH0WN,/
DESIGN WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 9,500 sf
Surface Area provided = 79,000 cf @ WSEL 33.0
Storage Volume required = 20,500 cf
Storage Volume provided = 130,000 cf @ WSEL 34.5
AS -BUILT WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 9,500 sf
Surface Area provided = 81,000 cf @ WSEL 33,0
Storage Volume required = 20,500 cf
Storage Volume provided = 130,650 cf @ WSEL 34.5
\
\
\
\
\
5
\
\
\
\
\
\
\
\
l
\
i
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
0' 40' 80' 120'
ra (�ItJ",l�Il,
SCALE:I INCH =40FEET SEP U 7 2018
DENR / DWQ SW$ 060901---
Asbuilt Pond 10
Brunswick Forest
Phase 6-Section 1
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
OWNER: FUNSTON LAND & TIMBER, LLC
1007 EVANGELINE DRIVE
LELAND, NC 28451 910-383-1425
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS & LAND PLANNERS yyy ITT
1123 Florol Parkwoy
WILMINGTON, N.C. 28403 llllll
PHONE: [phone]
Dole:
12-11-08
Score:
As Shown
Drown:
MJL
Checked:
DSH
ProieU No:
Pomp 1C osbuilf
511ee1 No:
1
1
or:
1
F.• lA//lBFores(los-buiIfs 1pono5lPhose 6 Sec 1&2 PoaC ASS Sheet 2

/
/
WET POND#9
x 3033
/
/ STATE STORAGE=
41,370 CF 22981.9 SQ. FT.
X 3&.2' 0.53 ACRES
' 28730.3 SQ. FT x aaa
X 31 0 66 ACRESS
/' orb
i1 \
_ x 3303
X i/_66
X 2i0q\
�10
J
XA81
/
/
xfi" 1.05/
d i� �' x z$,33 i ^�
5
9;,54
3104// / 2T y.-92/ ix3✓4
I; e� ,Etc RIP RAP
578
x l >< 4 zl j 'x ass
,e 30, 3 / J
f cc
2s
; x 5a/ / s
/
x z5: 592 i' RIP-
(
, 7
4. x ".''/x $U l3 -._.. - \ / / / / / / / EM.SPILLWAY LENGTH= 45'
- //' SPILLWAY EL= 365 36.2
� TOP OF BANK= 38:Q 37.6
t l I rI I i Pie ES, x i.>e 19 \ L9� /
i
x 31.27
x
x^e2/
I I � r, �
, i r, / l / / v x 3172
i
m 1 ;
I P7.381 / i 1 X/3)_i ]J X 37.61
(i ( ;x )74
% 54
r j IIto'�
l l 1 x 3;.,t
t� x;al 76
�,3. "
3v2 / j i / ll � lr
r I I x `, 55
3g.74 _ // x 36.65
i
X iron
t 1 7' x 6.55 X 36.; !
1 r l ( l
1 � i Ili i
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I 1
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1
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/
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C i NOTE: 404 WETLANDS ON SITE AS SHOWN.
l I �
1
0' 30' 60' 90'
SCALE: 1 INCH = 30 FET
I
I
I'
11
,
STATE STORAGE VOLUME
= z3�99ef 41,370 CF
T
37.5
EMERGENCY SPILLWAY EL = .3&-5 36.5
TOP OF BOX
= 35 `" 35.71
STATE STORAGE ELEVATION = 35-+ 34.9 WEIR CUTS
= 34-`5 34.86
NORMAL WSEL= 33.3 INVERT OUT=
3Z-.-Cr 33.03
10' WIDE, 10:1
\
VEGETATED
SHELF
Directly under
Water Surface
BOTTOM EL= 2.6<-t 25.3
5
1�
24"RCP
1 PIPE
EMBANKMENT SECTION POND No.9
BRUNSWICK FOREST - wet detention/retention pond No,9 VOLUME REQUIRED: R=C(P)<Pj)(Rv)/121<A)
Design Calculation Summary for NCDENR / DWQ : SEE PAGES A.1 and A. 2, 'Controlling Urban Runoff:
A Practical Manual for Planning and Designing Urban BMPs'
WATER QUALITY CONSIDERATIONS - (P)= I'
(Pj)= 0.9
Impervious area co lcu tat i ens: See Project Data Sheet (Rv) = O. 05 + 0. 9(9. 3/ 14, 4) 0. 631
(A)= 14.4
TO TOTAL IMPERVIOUS = 9acres R= C<lll<0.631/12I<14.4) = 0.758 acre-feet
TOTAL AREA DRAINING TO POND 11acres 33,300 cf REQUIRED STORAGE
14.4 acres total - 9.3 acres Impervery ious = 5.1 acre green 37,500 cf PROVIDED STORAGE @ ELEV.= 34.5
SA REQUIRED: 9.3 / 14.4 = O. 65, or 65% DRAWDDWN:
At 7.0' depth, 90% TSS removal, from chart - SA/DA factor = 2.7 Average head from storage elevation to orifice -
34.5 - 33.0 / 2 = 1. 5' 2' PVC drain to draw -down pond
14.4 x 0.01 x 2.7 = 17,000 sF SA REQUIRED Orifice equation: Q = CA<2gh>^1/2
At Etev. = 33.0 = 22,200 sf SA PROVIDED T = 3 days
10)
~
ALL SLOPES
3:1 MAXIMUM
Foreboy volume
41
WSEL
20% of required
33.3 typical_
Fo
_3?rfl
_ _storage,
o� Foreboy
oo
Bottom
OUTLET
0
4 min. Elev.=0
PROTECTION
9\ale,
h
26.5
AS ON PLANS
FOREBAY SECTION
DETAIL
NOT TO SCALE
DESIGN WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 17,000 sf
Surface Area provided = 22,200 cf @ WSEL 33.0
Storage Volume required = 33,000 cf
Storage Volume provided = 37,500 cf @ WSEL 34.5
AS -BUILT WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 17,000 sf
Surface Area provided = 22,980 cf @ WSEL 33,3
Storage Volume required = 33,000 cf
Storage Volume provided = 41,370 cf @ WSEL 34,9
I REV. NO. I REVISIONS I DATE I
Copyright O. Hanover Oesir SaAces. P.A., " rights roeerx .. Reprvol etim a vse or the amtmte of ma o'ocumorf, a omflaos a aere6ms to this
doollAwl, M Wtele Or Part, without written Cmemt or the Lord Surwym or EngMaa, is prohAiteC Only copies &M the original of this aoc olen4
i�morkOd Hth the a1gMal sigeature and oligk,ol sear or the Surveyor or Englnaer, ~ he emeidersa to 00 s Ae and hue oaplxHth Ne aI9001 signature and or;gnol sea o/ the Surveyor ar Englnaer, ~ore caaldersa to 0o r Ae and tmo <aple
F. \Al/tBForast Los-builh tpards tPhase 6 Sec 1&2 Pond ASB Sheet 2
WELDED REBAR
TRASH GRATES,
GALVANIZED
CENTERED OVER
WEIR CUT
6" 24"RCP
WELDED BAR
TRASH RACK
BOLTED W PLACE
6„
ONE EACH BOX
_
a
a
EL=35.71
Fes- ass
90 ELBOW DOWN
toh
8"'BELOW WSEL =E 3� a
IV
j
4'
WSEL- 5
TO J3 3 it
WEIR CUT
�
aor
`ff
21DIAMETER PIPE
PVC W/ GRAVEL COVER
5'
a
PLAN
VIEW
N
9G
OUTLET STRUCTURE DETAILS
NOT TO SCALE
NOT TO SCALE
WIDE WEIR CUT
' 11
14 RCP
INV=,3o OURET I
INV= (NV=33.03 AVE
3331 -
EL= 30.72
Grout 9
SECTION VIEW
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfoll
event and needed repairs mode immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 5.25' below water surface. Riser structure to be cleaned
if excess water above design surface no longer drains
properly.
3. Sediment to be removed from pond foreboy when it is
approximately 25% filled or sediment level is within 5.25' of
water surface.
4, All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
VEGETATIVE PLAN -
1, Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manuol", Section 6.11, latest version. See next Sheet.
AS -BUILT SUMMARY (12-11-08)I
ITEM AS -BUILT
1,
Alt slopes permanent vegetation
Yes
2.
Normal pool surface area
22,980
sf
3,
Normat pool Surface Elevation
33.3
MSL
4.
Pond depth (deepest point)
8.0
feet
5,
Bottom elevation (deepest)
25,31VISL
6,
Orifice elevation
33,3
MSL
7,
Weir elevation (State storage)
34.9
MSL
8.
State storage volume
41,370
cf
9,
10' vegetated shelf
Yes
10.
10' access
Yes
11.
Forebay
Yes
12.
Outlet elevation
33.0
MSL
13.
Primary Spittway elevation
35,7
MSL
14.
Emergency Spittway elevation
36.5
MSL
15.
Embankment etevation
37,5
MSL
16.
Side slopes (typical)
3: 1
to 5: 1
17,
Orifice size
2"
PVC
DENR / DWQ SW8 060901
Asbuilt Pond 9
Brunswick Forest
Phase 6=Section 1
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
GAf2t�=-,
es. E3 jEf
SEAL
20007
2.0
dhoilis @ hdsilm
OWNER: FUNSTON LAND & TIMBER, LLC
1007 EVANGELINE DRIVE
LELAND, NC 28451 910-383-1425
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS & LAND PLANNERS1123 y y
WILM Fiorol Parkway
WILM
ING70N, N.C. 28403
PHONE: [phone]
Date:
12-11-08
Stole:
As Shown
Drown:
MJL
Chetked:
DSH
Project No:
ASB-P6S7
e

L
Brunswick Forest
Phase 6 Commercial
LOT 1
SALES CENTER SITE PLANS
LOCATED IN THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROLINA
DATE: SEPTEMBER 2016
SCALE: In-- 40'
OWNER / DEVELOPER:
Funston Land 81 Timber, LLC
1007 Evangeline Drive
Leland, NC
910-383-1425
SEE PREVIOUSLY PERMITTED
PROJECTS
DEMLR# SW8 060901
DLQ# BRUNS-2007-016
SITE DATA
PHASE 6 COMMERCIAL LOT 1
0.83 Ac.
PHASE 6 COMMERCIAL COMMON AREA
1 0.37 Ac.
TOTAL
1.20 Ac.
PHASE 6 COMMERCIAL LOT
0.83 ACRES X 880 gallons per acre = 730 GPD
NOTES FOR WATER SUPPLY AND INSTALLATION
1. ALL WATER MAINS TO BE SDRiB PVC PIPE WITH PUSH ON JOINTS.
SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED.
2. 3' MINIMUM COVER ON ALL WATER MAINS.
3. LOCATE ALL METER SETTINGS 5' FROM LOT LINE UNLESS OTERWISE NOTED.
4. ALL COMMERCIAL WATER SERVICE LINES TO TO BE 2" UNLESS OTHERWISE NOTED.
5. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH COUNTY DETAIL.
6. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH COUNTY DETAIL.
7. ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED (SEE COUNTY DETAIL).
8. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
ACCORDING TO TOWN OF LELAND SPECIFICATIONS.
9. ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED,
AND DISINFECTED IN ACCORDACE WITH THE SPECIFICATIONS.
10. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER,
TOWN OF LELAND AND THE N.C. DEPT. OF ENVIRONMENTAL
HEALTH AND NATURAL RESOURCES. A PRE -CONSTRUCTION CONFERENCE
IS REQUIRED. CONTACT: JIMMY STRICKLAND [phone].
11. ALL WATER SYSTEM WORK SHALL BE DONE TO TOWN OF LELAND DETAILS
AND SPECIFICATIONS.
STABILIZATION TIME FRAMES:
SITE AREA DESCRIPTION STABILIZATION
Perimeter dikes, swales, ditches and slob 7 DAYS
High Quality Water (HOW) Zones 7 DAYS
Slopes steeper than 3:1 7 DAYS
Slopes 3.1 or flatter 14 DAYS
NI other areas with slopes flatter than 4:1 14 DAYS
NOTE WELL:
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CITY. COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnical testing has been performed on she. No warranty
Is made for suitability of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the contractor.
LEGEND
IRON IN EXIST. CONC. MON.
EXISTING SANITARY
SEWER & MANHOLE
-------- EXISTING WATERLINE
E.I.P. = EXISTING IRON PIPE
E.I.R. = EXISTING IRON REBAR
E.C.M. = EXISTING CONCRETE MONUMENT
I.S. = IRON SET
WN = WATER VALVE
WIM = WATER METER
F/H = FIRE HYDRANT
PIP = POWER POLE
C.P. = COMPUTED POINT
FC-R1 = PROPOSED CURB RAMP
+49.0 INDICATES SPOT ELEVATION
WETLANDS
BENCHMARK LOCATIONS AND ELEVATIONS
LOQAnON,
ELEVATION
1
LOCATEDAT TOP OFHOOD AT BACK OF CURB.
EXISTING CURB INLET6B
38.3
CURVE
RADIUS
ARC L.
CHORD L.
CHORD BEARING
Ci
591.00'
216.98'
215.76'
S 10"1552" E
C2
100.00,
54.15'
53.49'
S 88'4325" W
C3
108.00,
39.82'
39.60'
N 86°19'34'W
C4
602.00'
2.63'
2.63'
S 82°59'07"W
C5
83.00,
24.46
24.38'
S 74°24'59" W
C6
106.00'
22.94'
22.90'
S 72'10'25" W
C7
596.00'
35.44'
35.44'
S 76'4915"W
C8
36.00
75100'
5.69,
5.69'
S 00°54W
C9
185.08'
N 091158W
LINE
BEARING
DISTANCE
Li
S 20°46'56" E
3.90'
L2
S 73°12'37" W
4.05'
G
N 20°46'56"W
20.41'
L4
N 01°07'54"E
1.78'
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 5
COVER SHEET and GENERAL NOTES
8829 P6S1-1
2OF5
GRADINGANDSTORMWATER
8829P6S1-2
30F6
DRAINAGEAREAS
8829P6S1-3
4 OF 6
DETAIL SHEET
8829 P6S1-4
5 OF 6
EROSION CONTROL
8829 PBS 1-5
6 OF 6
EROSION CONTROL DETAILS
8829 P6S1-6
GENERAL NOTES:
1. This map is not forconveyance, recordation, or sales.
2. This property is notbcated in a special flood
hazard area accordM b Flood Insurance Rate Map Community ID#
3720219500j pane12195J effective date June 2, 2006
3. This property is zoned Town of Leland PUD.
4. All handicap ramps to and access to comply with ADA, local and state standards.
NOTE WELL:
NO 404 WETLANDS EXIST ON SITE
NOTE WELL:
1. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm Inlets or ponds) by males, overland flow,
additional grading, or landscaping inlets.
��i
��
f ii
t t 4
ii,,
1
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(
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, 3) I ' � �� �
\ �I
JJ
r I
III
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�t
�.
I
i
i 4
I � � 1 3 3' I�
I
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P I
N
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;.`I
III
_ -FOOSTING POND
I
I
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{
�
,.,. .s-° ,aka �'r ;�.
� I
I: g" � ': 'I •:hh:
_...-
.�� ,ta
n
c1
PLANS NOT FOR CONSTRUCTION
FOR REVIEW PURPOSES ONLY
***NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM 16' FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
REV. NO. REVISIONS DATE
"mew«op.��we�o,nMliw,vwwA.n�aa.w�a' agxmwem«ue"amem,mm arw"roamwn.«"aaau.«al.m,umws
smvep « s,K}mr. N «mnma. owy � W r nvn ur"ny�r a mN aoumienL
n.4x4wPl,wa o�Nhwl ipne0�m"M ayrel xel Wtlie Suetar«Eryl�e«, Ym1 ee mWwM m Uav"r4 era mamq..
MORE GENERAL NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
APPLICABLE STATE & LOCAL CODES.
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
THE STATE AND THE TOWN. CONTRACTOR RESPONSIBLE FOR ANY
ADDITIONAL REQUIRED PERMITS.
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES. ALL STORM WATER RUNOFF FROM
BUILT UPON AREAS (i.e. IMPERVIOUS SURFACES and ROOF DRAINAGE)
TO BE DIRECTED TO STORM SEWER COLLECTION SYSTEM (i.e. STORM INLETS
OR PONDS) BYSWALES, OVERLAND FLOW, ADDITIONAL GRADING, OR
LANDSCAPING INLETS.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
6. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS:
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
WATER MAINS.
b. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN STORM SEWER AND
WATER MAINS.
c. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
OF 10' EITHER SIDE OF CROSSING.
d. WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
e. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN WATER
MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
7. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
8. ALL STREETS ARE PROPOSED TO BE PUBLIC (BUILT TO TOWN OF LELAND
STANDARDS/ N.C.D.O.T. PAVEMENT AND SUBGRADE STANDARDS).
9. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
10. ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
11. TWO VALVES ARE REQUIRED AT "T" INTERSECTIONS AND ONE VALVE ON
THE WATER LINE TO FIRE HYDRANTS.
12. A BLOW -OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END"
WATER LINES.
13. INSTALLATION AND CONNECTION OF ALL UTILITY SERVICES, OUTSIDE UTILITY
EASEMENTS, SUCH AS SEWER, STORM, AND WATER MUST BE INSPECTED BY THE
STANDARD NOTES:
1. Information concerning underground utilities was obtained from
i
available records. It shall be the responsibility of the
I
Contractor to determine the exact elevations and locations
of all existing utilities at all crossings prior to
commencing trench excavation. If actual clearances are less
than indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
a modification of these plans shall be brought to the attention
of the Design Engineer before proceeding with construction.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL INC ONE-CALL"AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
3. All trees which are not required to be cleared for
oonstuction shall be preserved wherever possible unless
otherwise directed.
1
4. Contractor shall adjust all manholes, valve and curb boxes to
the final grade upon completion of all construction. Any boxes
'i
damaged or otherwise disturbed by the Contractor shall be
i
repaired at the expense of the Contractor.
5. The Contractor is responsible for controlling dust and erosion
1
II
during construction at his expense. Parking areas shall be
`
watered to control dust when ordered by the Engineer.
4k�!
6. No geotechnical testing has been performed on site. No
warranty is made for suitability of subgrade, and undercut and
any required replacement with suitable material shall be the
responsibility of the contractor.
I n I
Contractor responsible for geotechnical testing as necessary.
7. Extreme care shall be taken to ensure minimum separations at
all utility crossings.
1�
RRII((}}i
8. Contractor to ensure that street is so as to dralrY RTC CAI r
l I C
I_ J
pavement placed
positively to the roadway inlets and catch basins. MANAGEMENT
COMMI
YI
F;
9. Contractor is responsible for obtaining all required permits.
D6�LR -S ✓
10. This plan is for site utilities, grading, roadwork, and drainage only.
11. Affected Non -Municipal Utilities shall be contacted and provided
with plans and other pertinent information, when feasible, to
coordinate appropriate scheduling and placement. At the minimum
this should include AT&T and Duke (Progress) Energy.
12. See NCDOT 2012 Standard Drawings 848.05 thru 848.06 for curb ramp details.
Cover Sheet and General Notes
Brunswick Forest !�L E
Phase 6, Commercial Area SEP l Z 2016
LOCATED IN TOWN OF LELAND BRUNSW16 COUNTY. NORTH CARO
`\pINNIIrrrl
` �N CAROL''',
OQ-; OpEss ioN/,L
SEAL
43166
9O •. NG I NEB: ' P�.
q4f...... Gam```
" G
16
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
HANOVER DESIGN SERVICES,
P
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
fl
WILMINGTON. N.C. 28403
PHONE: [phone]
Imo:
9119116
Sceb:
HORZ.: 1 "= 40'
Drawn:
AHG
crwdted:
DSH
ProjeR No:
8829
NTAL
+�C(" F.'MBFMespNAA.STER DRAWINGSVes6LOT 1 COMMERCRUENGINEERINMOFFICE BLDG BASE ENG 8-29-16_2016-09-12 (2).DWG
i

SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ # SW8 060901
DLQ # BRUNS-2007-016
6.0' 30' 30'
41CONC. REVERSE CROWN 0.5' Curbing
I
SIDEWALK PARKING (TYPICAL)
SPACE
(TYPICAL) I 1.5"ofS9.5A
ASPHALT
GRASSED
TYPE A" I 8ABC BASE COURSE AREA
CURB l
NOTEWELL
E
TYPICAL PARKING BAY SECTION
MAYBEENCREASED PERR RE"ME TION OF GEOTECHNICAL
NON -TRUCK TRAFFIC AREA GGIVSULTANT
NOT TO SCALE CONTRACTOR R 7ONSIBLEFORGOMPACTIONTESTI
8.0' 30' 30'
18'
4"CONC. REVERSECROWN a5'Curbing
I
PARKING (TYPICAL)
SIDEWALK SPACE
(TYPICAL) I 3"ofS9.5A
ASPHALT
GRASSED
TYPE A" 8 ABC BASE COURSE AREA
Id
CURB
NOTE WELL
TYPICAL PARKING BAY SECTION 'REASED RECO�AflBOENDATIION 01r5>FNICAL
MYSE PER OFIR
TRUCK TRAFFIC AREA CONSULTANT.
NOT TO SCALE CONTRACTOR RESaavME FOR COMPACTiONTEsn
BUILDING FACE
NOMINAL SIZE
TO CONNECT
RELIEF OVERFLOW
TO BUILDING
DOWNSPOUT
1/8 BEND SIZED
TO MATCH
ARCHITECT'S
AR
WYE SIZED
DOWN SPOUT
TO
ARRCHITECT'S
DOWN SPOUT
FINISHED GRADE
BENDS AND FITTINGS
AS NECESSARY
(TYPICAL)
FLOW TO STORM
SEWER SYSTEM
12" PVC TEE r,
STORM SEWER VARIABLE SLOPE
COLLECTION SYSTEM 1.0% MINIMUM
STANDARD ROOF DRAIN MANIFOLD CONNECTION I
TO STORM SEWER COLLECTION SYSTEM
N.T.S.
CLEANOUT FRAME & COVER
L
I
I I I
31
8 15 16'
II I
TOP VIEW
7
FINISHED GRADETs
778"
s/e• '
I-i
4"
6" TO 8" BETWEEN
CAP & COVER
L
NOTE:
9 7 e
0
1. BOX EQUIVALENT TO
1/2'
ENNIS ENTERPRISES
5
NO. EEVB-001
2. STD. WEIGHT 30 LBS.
4" PIPE
4"-45' BEND
Z
18" NIPPLE &
I o
, GLUED CAP
STANDARD CLEANOUT
NOT TO SCALE
BENCHMARK LOCATIONS AND ELEVATIONS
LOCATION:
I ELEVATION
1
1OCATEDATT0POFtI000ATRACK0F0URB.
EXISTING CURB INLET613
35.3
4" WYE
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 6
COVER SHEET and GENERAL NOTES
8829 P6S1-1
2 OF 6
GRADING AND STORMWATER
8829 PISS 1-2
3OF6
DRAINAGEAREAS
8829P6S 1-3
4 OF 6
DETAIL SHEET
8829 P6S 1-4
50176
EROSION CONTROL
8829 P6S 1-5
6 OF 6
EROSION CONTROL DETAILS
8829 P6S 1-6
j .
_ c I 17
i if
W f
r
ti. r I
I
1: I
r
.\ sCV'i: r.'F ION 7
l°IiII
-
t
PROJECT BOUNDARY`I,�
N 78040'49" E 183.39'\ •
Ut i � _y ._.� i / P d.•I QT r � I ��
,
SETBACK
TC 40.7 _ TC 40.70 t _ I N
r
.5 z _ � � �
EC 40.86 ! s"
7
TC 40.54
1
II
TC 40.54 rill
= TC 40.70 TC 40.7 6000 S.F. 2 STORY
ro OFFICE BUILDING II
EC 41.00 MIN. PARKING 2/1000 Ek IRRIGATIbN,1 (�
If
(12 SPACES)
DROP INLET
MAX. PARKING 3 5/1000 SEWER SPERVIC ® WELL V. If V 21.53 (•
TYP. (21 SPACES) - - - - {o
EC 41.00 PROP. F\F 41.0' PROP ; � � I I r
0 6H r ' p ! If �1
Rim=39.20 N.T.E. 40' HEIGHT r I
6 6� if
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PROP. \ I; m O i ,' ` 30'
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TC 40.34 _ .'TC 40.70 03
" i�
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TC 40.34 39.50 TC 40.7 'WELL i / f
TC 40.7 x• m
END OF PAVING TC40.70 40 l'�
1 1:z/�
TC 40.0 TC 40.34 ��. 7if '� V /
TC 40.11 TC 40.0
TC 40.5
TC 40.4 TC 40.46 1 3 t 1 r_
6F 6G - ��
Rim=39.00 83.77 0.32% Rim=39.20
rd 39.40 a
85.030.32% -- - -- -- --t
r i
t
Rim=39.20 39.E 18A RCP III TC 40.46 ,, i? D
18\RCP III E(" 40.5@
TC 39.90
STUB OUT FOR FUTURE
` TC .5 ; 1 II t
LL
TC 40.4 11
C 39.8 12 5
EX IRRIGATION � f � j � � -�
m
40 WELLI
R7 W
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TC 40.4 Q .�
I � r I II
n TC 40.40 TC 40.11 TC 40.70 TC 40.7 1 4
Z co if
rn
TRANSITION FROM NORMAL ~ R m (-
CROWN TO REVERSE CROWN o y STORM SEWER
o TYPICAL 1 S OONC. SIDEWALK m,QS I
v PROP. TYPICAL ` T�(PICALERVICEtL `, 1j x 1 l
9 ry
3 3 SIGN AREA _______
0 RAD n p ACK ----- --- -- --------- EX. IRRIGATION--- 0.83 Ac'- ,. \ II
--
SETBACK --- �'�
VALVE
---- ep IRRIGATION
v S,
sD EX• PANEL
ro m= 81
� 29.9 0.33% SLEEVE .'
Im=37.8 .. -- -.-._� w C6_ " - . - EX. 8 C IT1ES ' � b, v .;} hI s • w \,
TC 38 30 -
UTIL
TC 38.3 D3.. _WATER M
ta\ cP I " 3
_ w u w - � �-- - ; . . SE FtO�? � �ti ' III „` _
� X OE p
� p
G
5 /,
i'P v As tq
CR -- - -
w -
-- IQ
_ `ts
o O
O
v r 11L w 1 w/ V�
_ o W�
_ -- -- - -,; _. _. TRANSITION FROM 2.5 NCDOT CURB "�
--
MH6C
TO 2 0 CURB i -
-_ w EX _- -
\ IST _
ING
R = -
rm 3795 u -
a
TC 38 50 \\ \ - u ----
ton_,` _ -_, FIRE HYDRANT
NSITION FROM 2 5' NCDOT 3 - - - - E \ -- /
CURB TO 2 0 CURB g_ _- _ \-\\ C 39 SroEWALK =- _ _- ASSEMBLY
--- _ _ - _ _
EX. CONVERT EXISTING INLET \\\6
t SLEEVE 6C TO MANHOLE 6C\
EXISTING _
B M t�� tw, �� SIDEWALK X
v �� _,_ E AfV�E �s a
PUBLIC R/W
EXISTING CURB TO BE REMOVED
-- TIE INTO EXISTING ASPHALT
EX.
s, \
S
CULVERTS
STORM SEWER TLEETSIGN
_- iZ
_ \' -
-
--/i
WELL:
5•
T{"NOTE
WHERE REVERSEtlbWN
IS REQUIRED GN1Bl SHALL 1'R
SLOPE AWAY qS liMf%VN
' MOST APPLK:An1A5 1 1N' R
IN PARKING LOT
o
2 R
S
.75'
STANDARD CURB SECTION
FITS
SD7-01
GENERAL NOTES:
1. This map is not for conwyance, recordation, or sales.
2. This property is not Wailed in a special flood
hazard area accordirg to Flood Insurance Rate Map Community ID#
3720219500j panel2195.1 effective date June Z 2006
3. This property is zoned Town of Leland PUD.
4. All handicap ramps band access to comply with ADA, local and state standards.
PLANS NOT FOR CONSTRUCTION 1. EQUIPMENT CLEARANCE MINIMUM 16' FROM
FOR REVIEW PURPOSES ONLY TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
NOTE WELL: 2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
NO 404 WETLANDS EXIST ON LOT 1 AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
NOTE WELL: VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
1. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be NOTE WELL:
directed to the stone sewer collection system 1) CONTRACTOR TO ENSURE THAT
(i.e. storm inlets or ponds) by swales, overland flaw, STREET PAVEMENT &CURBING IS
additional grading, or landscaping inlets. PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
STABILIZATION TIME FRAMES:
SITE AREA DESCRIPTION STABILIZATION
Perimeter dikes, swales, ditches and slopes 7 DAYS
High Quality Water (HOW) Zones 7 DAYS
Slopes steeper than 3:1 7 DAYS
Slopes 3:1 or flatter 14 DAYS
All other areas with slopes flatter than 4:1 14 DAYS
NC
7;1
NOTE WELL:
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CITY, COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnical testing has been performed on site. No Warranty
Is made for suitability of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the contractor.
n
CopyrWcaDw*n S"N®,PA.NdyMn,se«M. Rpmdr9 . aftmNntea Wa Coarren{«eJellpe«tlWW®m M6
eonn"nt m wW «pN. "N,"""MYnm�"ana Ma Wq 9ww,pvEnA"...6 ProliEaeG aN�wm"m.n ew«gmelalNe.oan"re.
VIEW A
NOTES:
1-DO NOT TAP MANHOLE AT JOINT.
2-BREAK OUT MINIMUM AMOUNT OF MANHOLE WALL TO ALLOW
NEW PIPE TO ENTER.
3-CONCRETE TO BE BROKEN FROM INSIDE OF MANHOLE, IF
POSSIBLE.
4-PLACE COLLAR AROUND NEW PIPE. COLLAR TO BE BUILT
RESTING ON UNDISTURBED SOIL.
5-REPAIR CONCRETE WITH NON -SHRINK CEMENT.
6-SEE SD-14-11 FOR PRE -CAST MANHOLE DETAIL.
NTS
STANDARD TAPPING
DETAIL PRE -CAST
(SEE COUNTY THRUST SEE COUNTY THRUST
COLLAR DETAIL BELOW COLLAR DETAIL BELOW
FINISH GRADE AND FOR RODDING
THRUST COLLAR MIN. COVER 3.5'
DIP DIP
ROD REQUIREMENTS
AS PER TOWN OF LELAND
3/4" THREADED
STEEL RODS
3" 3" (TYP.)
3" 3"
CONCRETE THRUST BLOCK
(TYP.)
GENERAL NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE
COATED WITH TWO COATS OF BITUMINOUS BASE PAINT.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT BENDS.
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT
MUST BE 3".
4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
STANDARD VERTICAL BEND
NOT TO SCALE
GRADING AND STORMWATER C C E I`, C
Brunswick Forest SEP 2 2 2016
Phase 6, Commercial Area
LOCATED IN TOWN OF LELAND eRUNSWI('�if1UN� MOoTM rowel lNA
``("OUIIIIL,LLr,,
&O 111,
OQ ;oFEssio; .- 4,':
2ia� 9Y'•9 '
_ SEAL _
43166
•'F P�
'. 9Oq�1'G I NE��Q�`
4f f0Q
16
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
Dare:
9119116
Scale:
HORZ: 1 "= 20'
awn: Dr
AHG
Checked:
DSH
Proiecl No:
8829
Sheet No:
2
�6
F:WNBForesl2UMSTER DRAWINGSVes6LLOT 1 COMMERCIALIENGINEERINGIOFFICE BLDG BASE ENG b29-16_2016-0312 (2).DWG
I

BENCHMARK LOCATIONS AND ELEVATIONS
LOCATION: ELEVATION
1
"'NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM 16' FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 5
COVER SHEET and GENERAL NOTES
8829 P6S1-1
2OF5
GRADINGANDSTORMWATER
8829P6S 1-2
3 OF5
DR41NAGEAREAS
8829 P6S1-3
4 OF 5
DETAIL SHEET
8829 P6S1-4
5 OF 5
EROSION CONTROL
8829 P6S 1-5
5 OF 5
EROSION CONTROL DETAILS
8829 P6S 1-5
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
GENERAL NOTES:
1. This map is not for oom eyance, recordation, or sales.
2 This property is not loafed in a special flood
hazard area according 0 Flood Insurance Rate Map Community ID#
3720219500j panel 2195J effective date June Z 2006
3. This property is zoned Town of Leland PUD.
4. All handicap ramps to mW access to comply with ADA, local and state standards.
PLANS NOT FOR CONSTRUCTION
FOR REVIEW PURPOSES ONLY
NOTE WELL:
t. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm inlets or ponds) by swales, ovedand flow,
additional grading, or landscaping inlets.
STABILIZATION TIME FRAMES:
SITE AREA DESCRIPTION STABILIZATION
Perimeter dikes, swales, ditches and slopes 7 DAYS
High Quality Water (HQW) Zones 7 DAYS
Slopes steeper than 3:1 7 DAYS
Slopes 3:1 or flatter 14 DAYS
All other areas with slopes flatter than 4:1 14 DAYS
NOTE WELL:
NO 404 WETLANDS EXIST ON LOT 1
REV. NO. REVISIONS PATE
CCapyblMcd,emver Lb.10�9arNme.PA,N4,lib .Re«W.lan«ue armeane,rod4a.man.�twmbn. «UeMbmbtli
4ounaM, b Miole «peM1 altl,oi4vnleen mm.adm.lam SLmy««E,yNy, Y PbIiMYE. piywdes/unn Ne «IOiul dtlwmomgnl,
mrkm aW tlq«�XIBI eerebre am «Uml Xal a W S,.wpr«E,Nba«. WI Mc«M4xetl b a ve1E em0ue mplu
SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ # SW8 060901
DLQ # BRUNS-2007-016
-PROPOSED IMPERVIOUS AREAS
Parking BC to BC Area
Area: 15131 sq ft, 0.35 acres
Building Area
Area: 3192 sq ft, 0.07 acres
Sidewalk Area
Area: 1886 sq ft, 0.04 acres
16
Area: 1000 sq ft, 0.02 acres
EXISTING IMPERVIOUS AREAS
Existing BC TO BC Area
Area: 3764 sq ft, 0.09 acres
Existing Sidewalk Area
Area: 1340 sq ft, 0.03 acres
NOTE WELL:
ANY AREAS ON -SITE WITHOUT ACTOR SHALL BE STABILIZED WITHIN
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CAW. COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnlcal testing has been performed on she. No warranty
Is made for suitability of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the Contractor.
INLET DRAINAGE AREAS
Brunswick Forest
Phase 6, Commercial Area SEP 2 2 2016
LOCATED IN TOWN OF LELAND BRUNSWICKBECEIVE
w,. NORTH CAROLINA
//111111 N1„
�N CARp''%,
OQ' OFESS IpN<��,
SEAL =
43166
'9Q •, hG I HEM:
16
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 26403
PHONE: (910)343-e002
oam:
811912016
scale:
HORZ: 1-=20'
Dr :
DSH
Cne&�a:
DSH
Pmjwt No:
8829
slrea, No:
3
a6
F:VSBForestZWSTER DRAWINGSVes6LCT 1 COMMERCIALTENGI NEERINDOFFICE BLDG BASE ENG 0-29-16 201rr09-12 (2).DWG

50
MH 6C TO D16H
50
45
-..
0
45
O
0))
(M
IT
M
to Cl)
(flof
S�
CO
2Of
mOf
40
-.
-.. _ - -....
_... - _.. _.
...
40
11.35' OF
24'RCP
74.43'OF 24-RCP @0.31%
566300 is' RCP @0.48%
35
@ 0 88%
35
18" MIN
0
N
(dp
In
O M
(Rj
CD
cn W Cl) t-
vvv0
,N Z)
30
O
v
d o.-..
-__ -
coo
---Z
30
_..m _.
Z_ Z_
- XISTING WATERLINE...
Z_ Z_ Z.Z _
Z
M M
TO BE RELOCATED UNDER STORM SEWER
> > >
MAINTAIN VERTICAL SEPERATION FROM STORM SEWER
? ? ?
SEE NOTES AND DETAILS
USE CLASS IV RCP
BENDS AND FITTINGS
WHEN COVER IS LESS
AS NECESSARY
25
THAN 2'
(TYPICAL)
25
Horizontal Scale = 1 :20
Vertical Scale = 1 :5
'...
',.
20
-0+20 0+00
0+20
0+40 0+60 0+80
1+00 1+20 1+40
1+60
20
50
50
DI 6F TO D16G
DI 6F TO D161
GREGp0.Y I—
50
so
50 _C8,60_T0__CB
50
TO
97
U51T
`
41 41
o1.iM
TE.
zo
Downstream
Node
----------------------------------------------
Upstream
Node
Pipe
Length (ft)
Drainage
Area (Acres)
CA
(Increm.)
Runoff
Coef.
Tc
(min)
Rainfall
Intensity
(in/hr)
Runoff
(cfs)
Total
Flow
(cfs)
Maximum
Flow (cfs)
Downstream
Velocity
(fps)
Diameter
(in)
Slope
(%)
Upstream
Pipe
Invert(ft)
Downstream
Pipe
Invert(ft)
Upstream
HGL(ft)
Downstream
HGL (ft)
MH 6C
6D
15.35
0.26
0.20
0.75
5.00
7.42
1.61
5.91
19.70
5.20
24.00
0.65
34.70
34.60
35.48
35.38
6D
6F
78.43
0.17
0.13
0.75
5.00
7.54
1.03
4.21
13.21
2.17
24.00
0.29
34.93
34.70
35.93
35.88
6F
61
85.03
0.12
0.09
0.75
5.00
8.15
0.73
0.73
6.38
0.52
18.00
0.32
35.20
34.93
36.04
36.04
6F
6H
60.63
0.15
0.12
0.75
5.00
8.15
0.94
0.94
7.56
0.67
18.00
0.45
35.20
34.93
36.04
36.04
6F
6G
83.77
0.30
0.23
0.75
5.00
8.15
1.85
1.85
6.43
1.31
18.00
0.32
35.20
34.93
36.08
36.05
6D
6E
29.99
0.05
0.04
0.75
5.00
8.15
0.33
0.33
6.54
0.23
18.00
0.33
34.80
34.70
35.86
35.86
79.TT OF 18' PVC @ 0.34%
35 :
35
Cl)
N
O M
"N
in co� H
ui
v•70
o0 s
c
30
rJ co
30
ZZ
ZZZZ
25
25
Horizontal Scale = 1 :20
Vertical Scale = 1 :5
20 -0+20
0+00 0+'20 0+40 0+60
040
1+00 20
0
V
STD.840.02
NCDOT CATCH BASIN STD.CURB
SECTION
ZO
107APER 3'-1 1/2" 107APER -
Z
>
a w PLAN VIEW
O
W
w U FRAME, GRATE AND HOOD CURB
a NCDOT STD. 840.03
O
O NORMAL GUTTER FLOW LINE
$ GRATE .......
-FRAME
---- 1--------- _..::::::::::::::::::::.
-
I IOPENING-::.:::.:::::.I I
k----------------r I
1 al 1I DEPRESSED
I I b I GUTTER
PRECAST j j I' I
CONCRETE I_ I I
CATCH I I: I
BASIN 5 2 I. I r-r
er
I
a a
I I
> W
W I I
rn I I I OUTLET
CI
•
PIPE
_
_L
_-- __1_L_
_ _ _ L_L_,___ _ _a
I em .I
---------
..a
SEE NCDOT STDS. L--_____
852.05
SECTION VIEW 88440.03 FRONT SECTION
FOR FURTHER DETAIL
PRECAST CURB INLET
NOT TO SCALE
tV TRANSITION
EXPANSION
1'-6
SECTION
_
JOINT
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 6
COVER SHEET and GENERAL NOTES
8829 P6S 1-1
2 OF 6
GRADING AND STORMWATER
8829 P6S1-2
3 OF 6
DRAINAGE AREAS
8829 P6S1-3
4 OF 6
DETAIL SHEET
8829 P6S1-4
5 OF 6
EROSION CONTROL
8829 P6S1-5
6 OF 6
EROSION CONTROL DETAILS
8829 P6S1-6
I r INSULATED , I
I I
USC APPROVED REDUCED
COVER PRESSURE ZONE (RPZ)
I I BACKFLOW PREVENTER
12 II`� ASSEMBLY �
FLANGED
I I COUPLING DRESSER
I I &ADAPTER COUPLING i I
I I I I
I
I I I I
I I I I
I I I I
I I SLOPE TO SUMP I 1
FINISHED GRADE • . FINISHED GRADE
i/�\/�\/� SUMP, No.57 CONC.BLOCK j
\ j\\ j\\ WASHED STONE FILL PW/TGROUT
��/\\�/\\�/ 3 USC APPROVED
RPZ BACKFLOW PREVENTERS
REQUIRED FOR ALL
SERVICES OVER 1" DIAMETER.
NOTE: USC APPROVED BACKFLOW
FEBCO MODEL 860 MASTER SERIES RPZ PREVENTERS REQUIRED ON ANY SERVICE
OR APPROVED EQUIVALENTS LINES OVER 1" DIAMETER.
USE USC APPROVED MODEL.
DETAIL - BACKFLOW PREVENTER
NOT TO SCALE
GENERAL NOTES:
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM,
DITCH OR DRAINAGE -WAY.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LAYDOWN &STOCKPILE AREAS
(TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).
%NOTE:
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN OF LELAND.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
l APPLICABLE COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS. el
*"NOTE WELL:
GENERAL
NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM 16' FROM
1) CONTRACTOR TO ENSURE THAT
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
STREET PAVEMENT &CURBING IS
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
PLACED SO AS TO DRAIN POSITIVELY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
TO CURB INLETS AND DRAINAGE
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
STRUCTURES.
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTES:
1. This map is not for conveplce, recordation, or sales.
NOTE WELL:
1. All storm water ruloR from built upon areas
(i.e. impervious suNaces &roof drainage) to be
directed to the stom sewer collection system
(i.e. storm inlets orponds) by swales, overland flow,
additional gradMg,a landscaping inlets.
EXISTING GROUND
12"
COMPACTED BACKFILL TO
95%MODIFIED PROCTOR
IF UNDER PAVEMENT
J
COMPACTED BACKFILL TO
>
90%MODIFIED PROCTOR
SLOPE WALLS 70 ANGLE OF
REPOSE OF SOIL OR AS
APPROVED BY THE ENGINEER
6"
COMPACTED PIPE EMBEDMENT
T090%MODIFIED PROCTOR
x
_
COMPACTED
?+
�
GRANULAR MATERIAL
a
a
,
PIPE WIDTH +24"
TRENCH BOTTOM
STANDARD PIPE
TRENCH DETAIL
CONTINUOUS CONCRETE COPING
3/4" FRAME $GRATE
7• FRAME AND GRATE
DEWEY BROS.No.CH-BN.3A
4,
OR EQUA
PRECAST
CONCRETE
a a I lllllll�l�
BASIN
rn a
lllllll�l�
Ot----J
�
6' 4" � 8�� � 4•
F 4�_O• 1
REINFORCING
SECTION VIEW
aaBARS 01z•ocEw PLAN VIEW
IN PARKING LOT and
INVERTED CROWN SECTIONS
CATCH BASIN DETAIL
NOT TO SCALE
STABILIZATION TIME FRAMES:
SITE AREA DESCRIPTION STABILIZATION
Perimeter dikes, swales, ditches and slopes 7 DAYS
High Quality Water (HQW) Zones 7 DAYS
Slopes steeper than 3:1 7 DAYS
Slopes 3:1 or flatter 14 DAYS
All other areas with slopes fla
PLANS NOT FOR CONSTRUCTION
FOR REVIEW PURPOSES ONLY
SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ # SW8 060901
DLQ # BRUNS-2007-016
0 20 40 60
►w
ZN
FlNAL BACKFILL
PIPE
SIZE AS INDICATED
ON THE PLANS �
INITIAL BACKFILL
CLASS 1 -
MATERIAL
PVC PIPE
PIPE BEDDING DETAILS
ME
ME
k
LATERALDEF
SWEEP AS REQUIRED
NOT TO SCALE
PROPERTY
LINE �\
LANDSCAPE
�
LANDSCAPE �
TIMBER
TIMBER
C.I. BOX &COVER
Z
�
C.I. BOX &COVER ---\
\\ N
I Z
�45'ELBOW
MAXIMUM 45' LONG �
- - -- f 18'NIPPLE d(
GLUED CAP
VARIABLE ABLE BLGPE \ ANGLE 45'ELBOW
1.5% MINIMUM AS
18'NIPPLE & 45• REOD. LATERAL
GLUED CAP -
BEDDING AS__Z \i yY MAXIMUM 45' LONG
SWEEP. BENDS AS
SPECIFIED 1r 1/ REQUIRED
FAR SIDE LATERAL SM�'AINRJ r NEAR SIDE LATERAL
NOTE: USE WYE FITTINGS AT SERVICE
STANDARD SERVICE CONNECTION
TO SANITARY SEWER
NOT TO SCALE
ALL WHEEL CHAIR RAMPS AND CROSSWALKS SHALL BE ADA COMPLIANT
GENERAL NOTES
1. LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1298, ALL STREET CURBS IN NORTH CARgJNA BEING CONSTRUCTED OR RECONSTUCTEO FOR
SEE OBSTRUCTION DETAIL
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER
1973 SHALL PROVIDE WHEELCHIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND
VAR t.
SIDEWALKS ARE PROVIDED AND AT OTHER M0.10R POINTS OF PEDESTRIAN FLOW.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
�
INLETS, ETC. MAY AFFECT PLACEMENT.
RAD(VAR)
SIDEWALK .F'^
PLAZA(VAR)--
II. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1 =1' (12:1) ON THE RAMP OR SIDEWALK-
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40' (7+3')_ WIDTHS MAY EXCEED 40' IF NECESSARY.
VAR
3. USE CLASS 'A' CONCRETE WITH THE SURFACE HAVING A ROUGH, NONSKID TYPE FINISH.
1lY MIN VAR
EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
PED-X-ING
5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAL STREET.
6. PER A0A, ALL CURB CUTS AT SIDEWALKS SHALL HAVE DETECTABLE WAKING SURFACE.
SEE NOTE 2(TYP) � ?�
111. ADDITIONAL NOTES:
4'-0"
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED By BISECTING THE INTERSECTION RADI WHERE MARKED (SEE NOTE 6).
2'-0"
2. THE WHEELCHAIR RAMP SHALL BE LOCATED 50 THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK LINE.
3. THE WIDTH OF THE PEDESTRIAN CROSWALIC SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
TYPICAL LOCATION OF WHEELCHAIR,
COMPLIANCE WITH ATRAFFIC SIGNAL. STOP SIGN, OR OTHER LEGAL REQUIREMENTS.
5. PARKING SHALL BE ELIMINATED A MINIMUM OF W FEET BACK OF PEDESTRIAN CROSSWALK.
PEDESTRIAN CROSSWALKS &STOP BARS
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
NTS
PRINTING OFFICE, WASHINGTON, D.C. 20102.
NOTE WELL:
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CITY, COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geolechnicel testing has been performed on site. No warranty
is made for suitability of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the contractor.
L
REV. NO. REVISIONS DATE
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DETAIL SHEET I-- (; E I V E
Brunswick Forest SEP 2 z zols
Phase 6, Commercial Area By:
LOCATED IN TOWN OF LELAND BRUNSWICK COAlm
"`louunruY
' SEAL
43166
�947 P4,GINE�Q:-•�.
OWNER: FUNSTON LAND &TIMBER, LLC
1007 Evangeline Drive
Leland, NC28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS &LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: (910) 343+3002
Dale:
9/19/16
Scale:
HORZ: 1 "= Zp'
Drawn:
AHG
checked:
DISH
Protect No:
8829
sheet No:
4
QL 6
FWN3Foresl2AWSTERDKAWINGS\resG\LOT 1 COMMERCIAL\ENGINEERINC\OFFICE BLDG BASE ENG 8-29-16_2016-09-12 (2).DWG
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BRUNSWICKFOREST
PHASE 6 COMERC
IALA:LOT I
Erosion & Sediment Control
and Water Quality Plan 9F
LOCATED IN THE TOWN OFLELAND PREVIOUSLY �SF
PERMITTED O "
.- Z .. LL --.._ 4 -•
BRUNSW/CK COUNTY, NORTH CAROLINA LOD
DATE. SEPTEMBER 2016
CO
SCALE: IN-- 20'
OWNER / DEVELOPER:
Funston Land 8r Timber, LLC N
1007 Evangeline Drive
Leland, NC IP
910-383-1425 H o O
I
SEE PREVIOUSLY PERMITTED L
PROJECTS
DWQ # SW8 060901
DLQ # BRUNS-2007-016
THIS PLAN SERVES AS AN UPDATE
TO THE PREVIOUSLY APPROVED PERMIT y
SEE NCDENR-DLQ# BRUNS-2007-016
SF
�-- SF
CONSTRUCTION SCHEDULE -
SF
1. Obtain approval of Plan and any necessary permits, and hold a
IF,
pre -construction conference prior to commencing any work.
N
-
2. Flag work limits and stake -out primary measures and sedimen
basin, for preliminary clearing and grubbing. Install silt fencing.
I
3. Install Gravel Construction Entrances.
4. Immediately stabilize all non construction areas.
N
(See seeding specifications)
5. Construct any other sediment control Practices
I
shown, prior to rough grading roadways, stockpiling
topsoil as necessary.
6. Establish final grades.
7. All erosion and sediment control Practices are to be inspected
weekly and after any rainfall, and repaired as necessary.
I
c
8. Upon completion of grading, all areas are to be permanently
vegetatively stabilized. After site stabilization, temporary measures
LL
are to be removed.
1
\
I
MAINTENANCE PLAN -
0
\
I P
1. All measures to be inspected weekly and after any rainfall
-,
event and needed repairs made immediately.
0
c
2. Sediment to be removed from behind the any Silt Fence and
OO
inlet protection devices when it becomes 0.5' deep. Fencing
\
- _ - - -
0 0 Qo°o
00��°y
and inlet protection to be repaired as needed to maintain a
- - -
_
s 0 0 0
barrier.
3. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.-
\
- -
4. Construction entrances to be maintained in a condition to prevent
\ ' ,
- _ ---------------
--
mud or sediment from leaving the construction site. Periodic
- -
- -
1_
topdressing with 2"stone may be required. Remove all objectionable
material spilled, washed, or tracked onto public roadways immediately.
\
_
-
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version.
BENCHMARK LOCATIONS AND ELEVATIONS
LOCATION:
ELEVATION
1
LOCATEOATTOPOFHOODATBACKOFCURB.
EXISTING CURB INLET 0
38.3
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 6
COVER SHEET and GENERAL NOTES
8829 P6S1-1
2 OF 6
GRADING AND STORMWATER
8829 P6S1-2
3 OF 6
DRAINAGEAREAS
8829 P6S1-3
4 OF 6
DETAIL SHEET
8829 P6S1-4
5 OF 6
EROSION CONTROL
8829 P6S 1-5
6 OF 6
EROSION CONTROL DETAILS
8829 P6S 1-6
***NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM 16' FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT 8 CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
GG ENE�RAL NOTES:
1. This map is not for conveysince, recordation, or sales.
2. This property is not located it a special flood
hazard area according to Rood Insurance Rate Map Community ID#
3720219500j panel 2195Jef►ective date June Z 2006
3. This property is zoned Town of Leland PUD.
4. All handicap ramps to and access to comply With ADA, local and state standards.
• • W.
• • • •
•
• • • • "
• •
• • • • • 1
-•
J
G
PLANS NOT FOR CONSTRUCTION
FOR REVIEW PURPOSES ONLY
NOTE WELL:
1. All storm water runoff from built upon areas
(i.e. Impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm Inlets or ponds) by swales, overland flow,
additional grading, or landscaping Inlets.
STABILIZATION TIME FRAMES:
SITE AREA DESCRIPTION STABILIZATION
Perimeter dikes, swales, ditches and slopes 7 DAYS
High Quality Water (HQW) Zones 7 DAYS
Slopes steeper than 3:1 7 DAYS
Slopes 3:1 or flatter 14 DAYS
All other areas with slopes flatter than 4:1 14 DAYS
III
SF
N 78°4049" E 183.39 `v
\SF M M M SF M M SF M M SF M M M SF M BF
7PREVIOUSLY 1
PERMITTED i
LOD 1
r
�1
\.
„ 1 Ph
NOTE WELL:
NO 404 WETLANDS EXIST ON LOT 1
NOTE WELL:
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
DETAILS SHOWN ME TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.
O 2O 4O 6O THIS SHEET DOES NOT PURPORT TO SHOW ALL REWIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A WIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CRY, COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnical testing has been performed on site. No warranty
Is made for sultablllty, of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the contractor.
Z
m0
O
Z
00
C°
H D
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D
On
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m
I
I
1
1
1
1
1
1
REV. NO. REVISIONS I DATE J
Capy,�"c Qwaer D•Ypn 9•Mwe,PA, Al �N,a-rveE. R,pmdCM«uwdew m�bMs oltlb Eoavmnr,«tlJLLx®«Eelelwnb We
aovM•wc i• w,a. «prL a�ww "+Ilkn «n""m or uw I.a sw.efar « eM�ww. N F,•IiElb6 a,y w+w rr•m sw «q•w a me ace.,w,q
m.rcm wm sw «pFwl .IP,m••.a «caw wl a me 9unw�ar «ogre«. wr a mnsawea m w .•re .m mw mp-.
n
^- TO \
,6M7`g5
WILMINGTON
A CA7✓
1M ;
rEc w NCI
a
NC13 h
,TION MA
NOT TO SCALE
LEGEND
? IRON IN EXIST. CONC. MON.
EXISTING SANITARY
SEWER & MANHOLE
- - - - EXISTING WATERLINE
E.I.P. = EXISTING IRON PIPE
E.I.R. = EXISTING IRON REBAR
E.C.M. = EXISTING CONCRETE MONUMENT
I.S. = IRON SET
WIV = WATER VALVE
WIM = WATER METER
FM = FIRE HYDRANT
PIP = POWER POLE
C.P. = COMPUTED POINT
+49.0 INDICATES SPOT ELEVATION
' P INLET PROTECTION
WETLANDS
CE CONSTRUCTION ENTRANCE
(TYPICAL)
LIMITS OF DISTURBANCE
SF -X SILT FENCE (EXISTING)
(PREVIOUSLY PERMITTED)
SILT FENCE (PROPOSED)
STANDARD NOTES:
1. Information concerning underground utilities was obtained from
available records. It shall be the responsibility of the
Contractor to determine the exact elevations and locations
of all existing utilities at all crossings prior to
commencing any excavation. If actual clearances are less
than indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
a modification of these plans shall be brought to the attention
of the Design Engineer before proceeding with construction.
2 NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL INC ONE-CALL'AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
3. All trees which are not required to be cleared for
constuchon shall be preserved wherever possible unless
otherwise directed.
4. The Contractor is responsible for controlling dust and erosion
during construction at his expense. Graded areas shall be
watered to control dust when ordered by the Engineer.
5. No geotechnical testing has been performed on site. No
warranty is made for suitability ofsubgrade, and undercut and
any required replacement with suitable material shall be the
responsibility of the contractor.
MORE NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
AND APPLICABLE STATE & LOCAL CODES.
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
TOWN OF LELAND. CONTRACTOR RESPONSIBLE FOR ANYADDITIONAL
REQUIRED PERMITS.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
4. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
5. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES.
EROSION CONTROL E C F I `c
Brunswick Forest C
Phase 6, Commercial Area SEP 2 2 2016
LOCATED IN TOWN OF LELAND BRUNSW/CK ¢}tltVNTY, NORTH CAROLIN
``pluullrngp
SEAL
43166
:-9Q •. HOINEE•.•
q.....•G�yP,
9->9-16
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON. N.C. 29403 PHONE: 002: (910) 3138
Date:
9119116
SWIM
HORZ: 1•=20'
Drawn:
AHG
chedrea:
DSH
Project No:
8829
sebet No:
5
�6
F:AMForesMMSTER DRAWINGSVes61L0T 1 COMMERCIALIENGMEERINGIOFFICE BLDG BASE ENO B-29-16_2016-09-12 (2).DWG
t

BRUNSWICKFOREST
PHASE 6 COMMERCIAL I.m LOT I
Erosion & Sediment Control
and Water Quality Details
LOCATED IN THE TOWN OF LELAND
BRUNSW/CK COUNTY, NORTH CAROLINA
DATE.- JULY2016
I
SCALE.' > = 40'
OWNER / DEVELOPER:
Funston Land & Timber, LLC
1007 Evangeline Drive
Leland, NC
910-383-1425
SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ # SW8 060901
DLQ # BRUNS-2007-016
THIS PLAN SERVES AS AN UPDATE
TO THE PREVIOUSLY APPROVED PERMIT
SEE NCDENR-DLQ# BRUNS-2007-016
CONSTRUCTION SCHEDULE -
1. Obtain approval of Plan and any necessary permits, and hold a
pre -construction conference prior to commencing any work.
2. Flag work limits and stakeout primary measures and sedimen
basin, for preliminary clearing and grubbing. Install silt fencing.
3. Install Gravel Construction Entrances.
4. Immediately stabilize all non construction areas.
(See seeding specifications.)
5. Construct any other sediment control Practices
shown, prior to rough grading roadways, stockpiling
topsoil as necessary.
6. Establish final grades.
7. All erosion and sediment control Practices are to be inspected
weekly and after any rainfall, and repaired as necessary.
B. Upon Completion of grading, all areas are to be permanently
vegetatively stabilized. After site stabilization, temporary measures
are to be removed.
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfall
event and needed repairs made immediately.
2. Sediment to be removed from behind the any Silt Fence and
inlet protection devices when it becomes 0.5' deep. Fencing
and inlet protection to be repaired as needed to maintain a
barrier.
3. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
4. Construction entrances to be maintained in a condition to prevent
mud or sediment from leaving the construction site. Periodic
topdressing with 2"stone may be required. Remove all objectionable
material spilled, washed, or tracked onto public roadways immediately.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance With
"North Carolina Erosion and Sediment Control Planning and
Design Manual', Section 6.11, latest version.
Note: Metal stakes are minimum
• Note: 8' Max standard strength Fa.
Note: 6' Max extra strength Fabric without wine fe I nce MAXIMUM SPACING,
SEE NAFIRATIVE
11
GRAVEL NS'ON
INTO THE TRENCH SEE NARRATIVE ..... -
FOR MORE DETAIL.
ly 4•� `I
;�j�Vpj�•I�j�•Ipj�! �j�Olpj�Olpjoi4!I ti
.�.I���iji�'�I�O`IO���'�i`��OI`��•,�I4.���0`I4.���0%
ISOMETRICFILTER INTIR ER-,
VAUKIQ
BACKFILL FABRIC AND WIFE COMPACTED
MINIMUM r INTO THE TRENCH
THICK LAYER
/ EXTENSION OFWMINIMUM - WIRE/ RE
wMINIMUM
OF GRAVEL
® SEDIMENT
PRACTICE 6.62
NTS
STEEL T POSTS
H
MAXIMUM
SEE NARRATIVE FOR
SECURE WIRE MESH_
MORE
19 GAUGE
TO POSTS AT TOP.
ALTERNATE METHODS.
HARDWARE CLOTH
MIDDLE AND BOTTOM
4* I1
O2
FEET
7FLAP UNDER
1
STONE
ANCHOR CLOTH LTWITH
INLET
GRATEDROP
��Yi=Yi,=
Y �Y��Y:.ti�:•i� "i�iai��iirL�:VUv,
�I ��
ROCK
OR #57 WASHED
STONE
7J
2:1 SIDE SLOPE
MAXIMUM
I,
ISOMETRIC VIEW
HARDWARE CLOTH & GRAVEL
INLET PROTECTION
PUBLIC ROAD
9 &
CE
C
0 2
4iO - ;G;
�*?
6" MINIMUM��
t
THICKNESS
0
2"-3" COARSE
AGGREGATE
NOTE: SEE NARRATIVE
12'MINIMUM
FOR MORE DETAL
TEMPORARY GRAVEL
CONSTRUCTION
ENTRANCE/EXIT DETAIL
N.T.S.
"'NOTE WELL:
1. EQUIPMENT CLEARANCE MINIMUM 16' FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910.269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT-OF-WAY
AS LONG AS THE MATUREHEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WITHIN THE RIGHT-OF-WAY.
NOTE WELL:
1) CONTRACTOR TO ENSURE THAT
STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURB INLETS AND DRAINAGE
STRUCTURES.
GENERAL NOTES:
1. This map is not for comayance, recordation, or sales.
2. This property is not located in a special flood
hazard area according to Flood Insurance Rate Map Community ID#
3720219500j panel 21951 effective date June Z 2006
3. This property is zoned Town of Leland PUD.
4. All handicap ramps to and access to comply with ADA, local and state standards.
/ I P HARDWARE CLOTH & GRAVEL INLET PROTECTION (Temporary)
Specification if 6.51 - Construction Specifications
As fabric, use a 19,gauge hardware cloth with 1/4Inch mesh openings,
with a real height of 2 feet minimum. The sediment control stone, with
a height of 16Inches, should have an outside dope of 2: 1.
For sakes, use shad T posh of 1251WInear foot with a minimum
length of 5 it, driven 2 ft. Into the ground, maximum spacing of 4 feet
Specifications
1. Uniformly grade a shallow depression approaching the inlet
2. Drive 5400t sad posts 2 feel into the ground sunounditg the Inlet.
Space pearls evenly around the perimeter or the Inlet, a maximum
of 4 feet apart
3. Surround the posts with who mash hardware cloth. Secure the wire
•"h W the steel posts at the top, mkldo, and bottom. Placing
a 2-foot anchoring dap of the mash under the gravel Is recommended.
4. Place dean gavel (NCOOT #5 or #57 done) on a 21 slope with a height
of 16Inches around the wire, and smooth W an even grade.
S. Once the contrbuting drainage area has been stabNzed, remove the
accumulated sediment, and establish final grades.
6. Compact the area property and staMlze with groundower.
Maintenance
Inspect the barrier after each significant rare and make repairs at needed.
Sediment to be renewed from behind the any Inlet protection devices when ft
becomes 0.5' deep.
Remove sediment from the area as necessary W provide adequate storage
volume for Me nand rain. Take care not to damage or undercut the hardware
cloth during sediment removal.
When the contributing drainage area has been adequately stabilized, remove al
materials and any unstable sediment and dispose of hem properly. Bring the
disturbed area to to grade of the drop Inlet and smooth and compact It
Appropriately stabilize all bare areas around the Inlet
Land Grading
Specification # 6.02 - Construction Specifications
1.0ahabuct and maintain all erosion and sedimentation control practices and
measures In accordance with the approved sedinenation coned pan and
construction schedule.
2.Remcve good topsull fiorn arees to be graded and liked, and preserve H for
use In fldshing the gracing Ball critical areas.
33carlfy areas to be topealed to a minimum depth of 2Inches before pacing
top" (Practice 6.04, Topsdgng).
4.Cleer and grub areas to be Bled to remove trees vegetation, more, or other
objectionable material that would abed the panned stability of to Mi.
S.Eesure that fill notarial Is free of brush, rubbish, rocks, logs, stumps,
bull debris, and other materials Inappropriate for constructing sable
Als.
6.Place all Mi In layers of a exceed 9 inches in It"ness, and compact Me
layers as required to reduce erasion, sNppage, settlement, or other related
problems.
Too not Incorporate frozen material or soft, mucky, or highly compressible
materials Into M slopes.
8.Do not pace MI on a frozen foundation, due to possible subsidence and
slippage.
g.Keep diversion and otrerwaler conveyance measures fine of sediment during
sit phases of development.
10.Handle seeps or springs enccourdeae during construction In accordance with
approved methods (practice 5.81, Subsurface Gain).
11.Pemanently stabilize all graded areas Immediately after final grading Is
competed on each area In to starting plaits. Apply temporary gablllzadon
measures on all graded areas when work Is to be Interrupted or delayed for 30
working days or longer.
12.Ensure that topsoil stodgxles, borrow areas, and spoil areas am adequately
protected from erosion vAM temporary and final stabilization measures, Including
sediment fencing and temporary seeding as necessary.
Maintenance
Periodically check all graded areas and the supporting erosion and sedimentation
control practices, especially after heavy.o. 11s Promptly mmove all
sediment from diversions and oter waardisposel practices. If washouts or
breaks occur, repair Man Immediately. Prompt maintenance of snag eroded areas
before they become significant guBes Is an essential part of an effective
erosion and sedimentation control pan.
MORE GENERAL NOTES:
1. ALL CONSTRUCTION TO APPLICABLE STATEAND LOCAL CODES.
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH NCDOT
8 THE CITY OF WILMINGTON WHERE APPLICABLE.
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO DRAINAGE SWALES AND RECEIVING STRUCTURES.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLEAUTHORITIES, AND ANYREQUIRED PERMITS.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
NOTE:
THIS PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN.
PLANS NOT FOR CONSTRUCTION
FOR REVIEW PURPOSES ONLY
NOTE WELL:
1. All storm water runoff from built upon areas
(i.e. Impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm inlets or ponds) by maim ovedand flow,
additional grading, or landscaping inlets.
Sediment Fence (Silt Fence)
Specification 6.62 - Construction Specifications
MATERIALS
1.Use a syntl filter fabric or a pervious sheet of polypropylene, nylon,
Polyester, or polyethylene yam, which Is cerlMed by the manufacturer or
supplier as conforming to Me requirements shown In Table se2b. Synthetic
fifigabric should contain ultraviolet my Inhibitors and stabillzem to
provide a minimum of 6 months of expected usable construction Are at a
temperature range or 0 to 120 F.
2.Ensum West posts for sedir emions are
1.33ItI inear A steel with a minimum length of 4 ft. Make
sure that sled posh have projections to fad ftee fastening the fabric
3.For reinforoemem of shMard strength fitter fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6Inch".
Table 6.62b
Specifications For Sediment Fence Fabric
Physical Property Requirements
Filtering Efficiency - 85%(rum)
Tensile Strength at Standard Strength- 301bMn In (min)
Extra Strength- 501b m in (mm)
Slurry Row Rate- 0.3 gagsq Wain (min)
CONSTRUCTION
,.Construct the sediment banter of standard strength or extra strength
synthetic filter abrics.
2.Ensare Bat tire height of the sediment fence does not exceed 18Inches above
the ground surface. (Higher fences may Impound volumes of water sufficient to
cause f81ure of the structure.)
3.Const uct the filter fabric frorn a continuous roll cut to the length of din
bama to avid ldats. When jdnts am raceseary, securelyfasten the filter
cloth only at a supportpost with overlap to the most post
4.Suppod standard strength flier fabric by vwa mesh astenec securely to the
up slope side of dire posts using heavy duty wire stapes at lead 1 Inch long,
or to wins. Emend the wire mash support to the bottom of the trench.
5.When a wits mesh support fence Is used, space posts a maximum of 8 it apart.
Support Posh should be driven securely Into the ground W a minimum of 18
6.Extm strength fiher fabric with Eft post spacing does not require wire mash
support fares. Staple orwhe the IAter fabric directly W pose.
7.Excavae a trench approximately 4Inches wide and 8 inches deep along the
proposed ere of pose and upslope from the banter (figure 6.628).
8.Bac fll din trench with compacted soil or gravel paced over the filter
abrlF
9.Do not attach Biter fabric to mdsdng trees.
Maintenance
Inspect sediment fences at least once a week and attar each mimall. Make any
required repals Immedal
Shaine the fabric of a sediment arhce collapse, leer, decompose or become
Ineffective, replace it promptly. Replace budap every 60 days.
Sediment to be removed from behind the any SIR Force when it became 0.5' dep.
Remove sediment deposits as necessary to provide adequate storage volume for the
next min and to reduce pressure on the fence. Take care to avoid undermining
the fence during deennl.
Remove all arcing materials and unstable sediment deposits and bring the area
to grade and stabilize it after the contributing drainage area has been properly
sablilzee.
Permanent Seeding
SpeciBratioce # 6.11 - Specification
Seedbed Requirements
Establishment ofvegetation should not be attempted on she that am unsuitable
due to Inappropriate soh- texture (Table 6.118), poor drainage, conclntatnd
overland flow, or steepness Of slope unit measures have been taken to correct
twee problems.
To maintain a goad stand of vegetation, to sol mug meet certain mlnlmum
requirements, as a growl, medium. The existing soil should have terse criteria:
- Enough finegrained (sWt and day) material to maintain adequate
mist" and nutrient supply (available water capacity of at least.05
tides water to I Inch of soh-).
- Sulident pore space W permit root penetration.
- Sufficient depth of sell to provide an adequate rot zoo. The depth to rock
or Impermeable layers such as hardpans should be 121nches or more, except on
slopes steeper then 21 where the addition of sol Is not feasible.
- A favorable pH range for plant growth, usually 6.0-6Z.
- Freedom from large roots, benches, seas, large clods Of earth. or trash of
any kind. pods and gores may be let on slopes steeper Man 3:1 if they are
to be hydroseeded.
If any of the above alleda are not me14.e., If the existing solo Is too
chaos, does, show or addle to faster vegetation -special amendment are
required. The stl conditioners described beiaw may be beneficial or,
prafambly. topsoil may be applied In accordance with Practice 6.04, Topaollrg.
Sol Conditioners
In order to improve the structure or drainage characteristics of a sod, Me
following material may be added. These amendments should only be necessary
where soils have limitation; that make mesa poor for pant growth or for fine
art establishment (see Chapter 3, Vegetative Considerations).
Peg-Appropriale types are sphagnum moss peat hypnum moss pert resdodge peat
or peat humus, all fian frashavater sources. Pet should be shredded and
conditioned In storage pie for at lead 6 months after excavation.
Sordean and free of toxic materials
vemdculile-ordaMurd grade and free oftoxic substances.
Rotted reanureatable or cattle manum not containing undue amounts of strew or
other bedtlbg materials.
Thoroughly rutted sawdust -free of stags and debits. Add 61b. Of dbogen to
each cubic yam.
Sludge -Treated sewage and Industrial sludges are available In various forms:
Mee should be used only in accordance with local, Sea and Federal
regulations.
Spades Selection
Use the key to Permanent Seeding Mixtures (Table 6.11 b) to select the most
appropriate seeding mlxam based on the general site and maintenance fades
A listing of species, frxguding scientific names and characteristics, Is given
In Appendix 8.02.
Seedbed Preparation
Inste necessary mechanical erosion and sedimentation control practices before
seeding, and compete gracing according to the approved pan.
Ume and fertllzor rands should be determined by soil tests. Sell resting Is
performed free at charge by the, North Carolina Department of Agriculture sell
testing laboratory. Directions, sample cartons, and intimation sheets am
available through county agriculturist extenslon offices or from NCDA. Because
the NCDA el testing lab requires 1-6 weeks for sample tum-around, sampling
mug be panned well In advance of final grading. Testing Is also done by
commercial laboratories.
When soN test are not available, follow rates suggested on the imtividual
specification ghest fade seeding mix chosen (Tables 6.11c through 6.11v).
Applications more usually fall Into to following ranges:
- Gmund agricultural limestone
Ught-textured, sandy sofis: 1-1 12 tongaae
Heavy textured, clayey sells 23 oonsiabre
- Fertlzw..
Grasser 80D-1200 lb/acre of 10.1000 ("a equivalent)
Gass4egums mixtures: 800-12001bache of 5.10.10 (or the equivalent)
Apply time and feeitver evenly and Incorporate into the top 4-6 inches of sol
by disking a other suitable nears. Operate machinery on the contour. When
using a hydrooeder, apply Ilse and ferW ter to a rough, loose surface.
Roughen surfaces according to Practice 6.03, Surface Roughening.
Compere seedbed preparation by breaking up large clods and raking Into a
smooth, onlform surface (slope less than 3:1) Fit In or level depressors than
can sled water. Broadcast seed Into a freshly loceened seedbed that has not
been sera l by rainfall.
STABILIZATION TIME FRAMES:
SITE AREA DESCRIPTION STABILIZATION
Perimeter dikes, swales, ditches and slopes 7 DAYS
High Quality Water (HQW) Zones 7 DAYS
Slopes steeper than 3:1 7 DAYS
Slopes 3:1 or flatter 14 DAYS
All other areas with slopes flatter than 4:1 14 DAYS
Temporary Gravel Construction Entanca/Exh
Specification if S06 - Construction Specncations
1. Clear the entrance and exit area of A vegetation, mob and other
objectionable material and properly grade M
2. Place the gravel to the specific grade and dimensions shown on the plans and
smooth IL
3. Provide drainage to carry water to a sediment trap or other suitable outlet.
4. Use geotextfe fabrics because that Improve sbblMy of the foundation In
loealbna subject to seepage or high water bible.
Maintenance
Maintain the gravel pad In a condition to prevent mud or sediment from leaving
the construction she. This may require periodic topdressing with 2-Inch atone.
After each rainfall, Inspect any structure used to bap sedanort and dean A
out as necessary. Immediately remove all objectionable materials spilled,
\ washed, or tracked onto public roadways.
Temporary SeedinD
Specification # 6.10 - Specifications
Compere gracing before preparing seedbeds and Install all necessary erosion
control practices, such as dikes, waterways and basins. Minimize deep slopes
because they make seedbed preparation dfgmt and Inaeeee the erosion hazard
If soils become compacted during grading, loosen dam to a depth of 63 inches
using a dipper, harrow, or chisel pow.
Seedbed Preparation
Good seedbed preparation is essential W successful pant establishment. A good
seedbed Is w84ulvedzed. louse and udform. Where hydroseeding methods are
used, the surface may to left with a more Inegula surface of large clods and
stones
Unring- Apply true according to soil rest reomnendetlae. dire PH (acidity)
of the sal Is not known, an application of ground agricultural limestone at the
rase at 10 1 12 tons/acre on ocamotexeed sdis and 2-3 tons/acres on
dne4ezared soils Is usually sufficient. Apply Imeskme uniformly and
Incorporate Into the rep 4.6Inces of sell. Solt with a pH of 6 or higher
need not be tamed.
FertlKer- Base application rates on soli tests. When tree are not possible,
apply a 10-10-10 grade fertilizer a17004,000 blacre. Both "liver and
Ime should be Incorporated Into the top 4-0 Inches of sal. N a hydraulic
seeder Is used, do not mix seed and armzer moo than 30 mines before
application.
Surkm roughening. t recent liege operations have mauled In a loose
surface, additional roughening may not he required except to break up large
clods. it rainfall causes the surface to become sealed or=also. loosen it
jug prior to seeding by disking, raiding, harrowing, or other suitable methods,
Groove or arrow sloes steeper than 3:1 on the contour before seeding (Practice
6:03, Surface Roughening).
Pam Selection
Seal an appropriate species or species mblure from Table 6.10a, for leading
In late winter and early spring, Table 6.10b for summer, and Table 6.10c for
fall.
Seeding
Evenly apply seed using a cyclone seeder (broadcast), drill, nPopacker seeder,
or hydroseeder. Use seeding odes given In Table 6.10ad.10c. Broadcast seeding
and hymseedi g am appropriate for sleep acres where equipment cannot be
driven. Hand broadcasting is not recommended because of the difficulty In
achleving a uniform distribution. Small gees should be paned no more than 1
Inch deep, and grasses and legumes no rtore Man 12 Inch. Smadcast seed mug
be covered by raking or chain dragging, and son lightly firmed with a roller or
culdpacker. Hydroseeded mbdures should Include a wood fiber (cellukro f mulch.
Mulching
The use of appropriate mulch will help ensure establishment under normal
conditions and Is essgNal to sealing success under harsh site condition
(Practice 6.14, Mulching). Harsh site axMitbes Induce:
-seeding In fall for winter cover (wood fiber mulches are of considered
adeque s for this use).
-dopes steeper than 3:1.
-excessively hot or dry weather,
-adverse sollashafiow, rocky, or high In day or sand), and
areas race" concentrated Bow.
tithe area to be mulched Is subjed to concentrated waterfiow, as In channels,
sector mulch with netting (Practice 6.14, Mulchirg).
Table 6.10a -Temporary Seeding Recommendadon for late Winter and Early Spring
Seeding mixture
Species- Rye(galn), Annual lespedeza (Kobe In Piedmont and Coastal Plain
Rate (Iblacm)-120
Omd annual lespedeza when duration of temporary cover Is of to extend beyond
June
Seeding dates-Coasal Plain - Dec. 1 - Apr. 15.
Soll amendments- Follow recanmentletlons of sol tests or apply 2,000Ib/aae
ground agricultural limestone and 7501blacre 10-10-10 farditmr.
Mulch -Apply 4,0001blarxe straw. Anchor straw by adding with asphalt ratting
or a mulch enchadng tad. A disk with blades et nearly sleight can be used
es a retch anchoring tool.
Maintenance- ReaNbe Ifgrowth is no ally adequate. Reseed, refertlize
and mulch Immediately following erosion or other damage.
Table 6.iDb -Temporary Seeding Recommendations for Summer
Seeding mixture
Species -German millet
Rate(Iblaae)• 40
Seeding ddesCoastal Rain -Apr. 1SAIg. 15
Sell anendmemsFdew recommendations of of seats or apply 2,000 bisae
ground agricultural limestone and 75D III/acre 10.1 D-10 fertilizer.
Mulch -Apply 4,000 Ib/acre straw. Anchor straw by biding with asphalt nedting
w a mulch anchoring tool. A disk with blades set neatly straight can be used
as a mWh anchoring tool.
Maintenance-RefartAtrs #growth is not aN adequate. Reseed, refenfim
and mulch Immediately following erosion or other damage.
Table 6.10c - Temporary Seeding Reommendallon for Fag
Seeding mixture
Spades-Rye(gain)
Rate(Iblaaa)-120
Seeding dates- Coastal Plain and Redmom-Aug 15 - Dec. 30
Soit amendments - Follow soh- tests or apply 2,000 MJecae ground agricultural
itmsstI and 1,000 Won, 10-10-10 artilaer.
Mulch- Apply 4,000 Wachs straw. And" straw, by adding with asphalt,
netting, or a mulch anchoring tad. A disk with blades set ready straight can
be used as a mulch andhorirg tod.
Maintenance Repair and refertNize, damaged areas Immediately. Topdress with 50
MIMI of nitrogen In March, R it Is necessary to extend temporary cover
beyond June 15, overeeea with 50 Wacre Kobe (Piedmont and Coastal Pain)
NOTE WELL:
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REWIRED BY THE TOWN AND COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOw ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CRY, COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnical testing has been performed on site. No warranty
is made for suitability of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the Contractor.
REV. NO. REVISIONS DATE
dxn I whetWperenaenhs,nnxwent,b nm...a. neytx wJld„"w"a m. Orlyeh6 C,ficnI . r%#W& exurn.,
mnnww, bwlwlaarein,IIftxA wurewm,n,nm.naow tsa orra1,kaw.w, h axeeanowdam"yworbk. oelw mall-w
m•,Isa we the rridti dpneE•e,m wpna •w,xu. su,rem,rar amdm•ar. #W a m,waaemb le meld she mwmlx..
LEGEND
Y IRON IN EXIST. CONC. MON.
EXISTING SANITARY
SEWER & MANHOLE
- - - - EXISTING WATERLINE
E.I.P. = EXISTING IRON PIPE
EI.R. = EXISTING IRON REBAR
E.C.M. = EXISTING CONCRETE MONUMENT
I.S. = IRON SET
WN= WATER VALVE
W/M = WATER METER
FIH = FIRE HYDRANT
PIP = POWER POLE
C.P. = COMPUTED POINT
+49.0 INDICATES SPOT ELEVATION
IP INLET PROTECTION
CE CONSTRUCTION ENTRANCE MM
(TYPICAL)
- - LIMITS OF DISTURBANCE
SF X SILT FENCE (EXISTING)
(PREVIOUSLY PERMITTED)
SF - X SILT FENCE (PROPOSED)
STANDARD NOTES:
1. Information concerning underground utilities was obtained from
available records. It shall be the responsibility of the
Contractor to determine the exact elevations and locations
of all existing utilities at all crossings prior to
commencing any excavation. If actual clearances are less
than Indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
a modification of these plans shall be brought to the attention
of the Design Engineer before proceeding with construction.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL INC ONE -CALL "AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
3. All trees which are not required to be Geared for
constuchon shall be preserved wherever possible unless
otherwise directed.
4. �Tfie Contractor is responsible for controlling dust and erosion
during Construction at his expense. Graded areas shall be
watered to control dust when ordered by the Engineer
5. No geotachnical testing has been performed on site. No
warranty is made for suitability ofsubgrade, and undercut and
any required replacement with suitable material shall be the
responsibility of the contractor.
MORE NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
AND APPLICABLE STATE & LOCAL CODES.
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
TOWN OF LELAND. CONTRACTOR RESPONSIBLE FOR ANY ADDITIONAL
REQUIRED PERMITS.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
4. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
5. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES.
EROSION CONTROL NOTES AND DETAILS IL .. C E I ` , c
Brunswick Forest $FP 2? 216
Phase 6, Commercial Area py
LOCATED IN TOWN OF LELAND BRUNSW/CK LTILf MT NORTHCAROLINA
o UI nary,'
(N CARO
`02-:0iSSsia *,%
SEAL
43166
I
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS &LAND PLANNERS
1123 FLORAL PARKWAY
WIL
PHMEgD2GTON, N.C. 28403
PHONE: [phone]
Dale:
91912016
scale:
NTS
Drawn:
AHG
Checked:
DSH
Project No:
8829
Sheet No:
6
op. 6
F:VI1NBFores@Uv1ASTER DRAWINGSVes61LOT 1 COMMERCIAUENGNEERING\OFFICE BLDG BASE ENG &29-16_2016-09-12 (2).DWG

Brunswick Forest
Phase 6-Section 1
Erosion & SOC men t con tra/
and Water Quality Plan
LOCATED /N THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROL/NA
DATE: JULY2006
SCALE: I"= 200'
OWNER / DEVELOPER:
Funston Land & Timber, LLC
1018 E. Grandiflora Drive
Leland, NC
910-383-1425
LIMITS OF DISTURBANCE
1,199,207 sf, 27.63 Acres
SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ# SW8 031211
DLQ# BRUNS-2004-281
DLQ# BRUNS-2007-016
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES -
&1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
Practice 6.06
Shall be insldled at the entronces of the proposed
project in and from Low Country Boulevard as shown. Drainage
is away from the road and sedimentation will be controlled
with downstream practices. During wet weather it may be
necessary to wash truck tires at these locations.
2. LAND GRADING
Practice 6.02
Grading should be limited to areas as shown on the Plans.
Cut and fill slopes shall be 3:1 or flatter except where
specifically indicated. Care shall be taken during land
grading activities not to damage existing trees that are
not required to be removed.
3. SEDIMENT FENCE
O Practice 6.82
SF Sediment fencing should be installed as shown on the Plan.
first, to delineate and protect low areas, and around any
X-X-X temporary stockpile areas as necessary to prevent any graded
Interior areas from eroding onto adjacent lands or roadway, or
into inlets.
4. OUTLET STABILIZATION
OP Practice 6.41
Riprop aprons will be located at the downstream end of
all discharge pipes to prevent scour.
5. CONSTRUCTION ROAD STABILIZATION
Practice 6.80
Upon reaching final grade and often utllitles hove been
installed, roadways and parking areas are to be stabilized by
placing sub -base course of approved 8" ABC stone, as shown In
the typical cross-section detail on the Plan, to reduce
erosion and dust during the remainder of building construction.
6. SEDIMENT BASIN
Practice 6.61
The Sediment Basins are to be constructed (see
Construction Schedule) as the primary Proctice to prevent
sediment Irom leaving the site. Detailed design and spillway
configurations are specified in the details ors shown on this
SB Plan and the Narrative. The PVC outlet is to be blocked during
sedimentation function (or not installed) until entire
watershed is permanently stabilized and pond is converted to
permanent stormwaler management detention / retention
function. The Contractor may choose to instoll the orifoce
during sedimentation function, ONLY if he screens the end
and protects the inlet with y57 stone.
7. INLET PROTECTION O
Practice 8.52 s
IP Storm sewer inlet borriers of block and gravel inlet
protection are to be constructed to help prevent sediment from
entering the storm sewer system. After permanent stabilization
of the entire contributing watershed area, the storm sewer
system is to be flushed to remove accumulated sediment and
ensure design flows.
LEGEND
❑ IRON IN EXIST. CONC. MON.
EXISTING SANITARY
SEWER & MANHOLE
- - - - EXISTING WATERLINE
E.I.P. = EXISTING IRON PIPE
E.I.R. = EXISTING IRON REBAR
E.C.M. = EXISTING CONCRETE MONUMENT
I.S. = IRON SET
W/V = WATER VALVE
W/M = WATER METER
F/H = FIRE HYDRANT
P/P = POWER POLE
C.P. = COMPUTED POINT
+49.0 INDICATES SPOT ELEVATION
100, 0' 100, 200'
SCALE IN FEET.. I"= 100'
1
REVISED PER DEVELOPER
8/18/06
REV. NO.
REVISIONS
DATE
r: gnu Yor ur est Vm At°Htrc vKAwmuN \reso\Lroslon uonTrol YIans\LL:Y-pnosi.aW9 Layout (LCY-PtiJ1 COV-1)
F
N.
C/I'/D (NqD r9g3)
rNOTE.
THIS PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN.
NOTE 4ELLR
ANY AREAS ON -SITE WITHOUT ACTIVITY 1N A 21 CALENDAR DAY PERIOD
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS.
ANY SLOPES TO BE STABILIZED AFTER 21 CALENDAR DAYS.
DETADS SWMR ARE TYPICAL OF NSTNIABONS REOIARED BY Esusswx COWN.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTIWR DETNLS. BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIM FOR ADHERING TD ALL
COUI/TY AND STATE CODES AND 03451RUCTION STANDARDS.
No P technW feeling hat teen pwknned on sits Alp waranty
b mode fA wRatil or wbgr ' and underoW aW any reprbed
reP/aroment with suitable matafW a be the rnpm"Ily
Af the anfraalar.
NOTE WELL,
EROSION CONTROL DETAILS AND SPECIFICATIONS ARE AS PER THE "EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" OF THE STATE OF
NORTH CAROLINA, DEPARTMENT OF ENWRONMENT AND NATURAL RESOURCES,
LATEST EDITION. PRACTICE NUMBERS REFER TO THIS MANUAL.
OTREGORY pw,.
m �►,
SIM
NOTE; DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS, SEE
AC77ON ID: 200101122, SIGNED 9-10-01.
STANDARD NOTES:
1. Information concerning underground utilities was obtained from
available records. It sholl be the responsibility of the
Contractor to determine the exact elevations and locations
of all existing utilities at all crossings prior to
commencing any excavation. If actual clearances are less
than indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
a modification of these plans shall be brought to the attention
of the Design Engineer before proceeding with construction.
2, NO CONSTRUCTION IS TO BECIN BEFORE LOCA770N OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE -CALL" AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
J. All trees which are not required to be cleared for
constuction shall be preserved wherever possible unless
otherwise directed
4. The Contractor is responsible for controlling dust and erosion
during construction at his expense. Graded areas shall be
watered to control dust when ordered by the Engineer.
5. No geoteChnicol testing has been performed on site. No
warranty is made for suitability of subgrode, and undercut and
any required replacement with suitable material shall be the
responsibility of the contractor.
6. Contractor is responsible for obtaining all required permits.
7. This pion is for land disturbing activities and erosion control only,
i
GENERAL NOTES:
1. This map is not for conveyance, recordation, or sales.
2. This property is not located within a special flood
hazard area according to Flood Insurance Rate Map Community
Panel f37202196-OOJ, effective date June 2, 2006.
3. Topographic data furnished by Carolina Resource Mapping, Inc.
and not field verified. Additional topo from HDS, January 2005.
4. This property is zoned Town of Lelond PUD.
MORE GENERAL NOTES.-
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
AND APPLICABLE STATE & LOCAL CODES.
2, CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
3. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
4. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES.
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 5
COVER SHEET and GENERAL NOTES
ECP-P6sicov-1.
2 OF 5
SEDIMENT BASINS & NOTES
ECP-P6S1-2
3 OF 5
EROSION CONTROL NOTES & DETAILS
ECP-PUSH-3
4 OF 5
STORM WATER PONDS & NOTES
ECP-P6S1-4
5 OF 5
EROSION CONTROL NOTES & DETAILS
ECP-P6S1-5
BENCHMARK LOCATIONS AND ELEVATIONS
LOCATION:
ELEVATION
LI
REBAR FLUSH WITH GROUND AT INTERSECTION
OF U.S.HWY 17 AND BRUNSWICK FOREST PARKWAY.
30.91
LEGEND
SF -X- SILT FENCE
(TYPICAL)
�II�II� LIMITS OF DISTURBANCE
OP OUTLET PROTECTION (TYPICAL)
OS OUTLET STRUCTURE
CE CONSTRUCTION ENTRANCE
(TYPICAL)
IP INLET PROTECTION
WETLANDS
NOTE:SEE SHEETS 2&3 FOR CONSTRUCTION DETAILS
NOTE WELL:
This plan serves as an update to the previously approved permit.
See NCDENR-DLQ# BRUNS-2007-016
ECEiVE
SEP 2 2 2016
BY:__
e& se4Q-1 z�,-Ve2 /
Cover Sheet and General Notes
Brunswick Forest (Phase 6=Section 1)
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
SEAL
20007
dhollis ® hdsilm.com
OWNER: FUNSTON'LAND & TIMBER, LLC
1018 E. Grandiflora Drive
Leland, NC 26451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: [phone] QI9
oats:
7-12-06
Scale:
1"= 100,
Drown:
DBB
Checked:
DSH
Project No:
ECP-P6S7Cov-1

r �
u � r
Phase 6mSection
Erosion & Sediment Control
and Water Quality Plan
LOCATED /N IWO TOWN OP L!"LAND
BRUNSWICK COUNTY, NORTH CAROL/NA
DATE: AUGUST 2006
I _
'SCALE: 80 _- - -.--- - -- _ -
I I
I i -
OVER
OWNER: FUNSTON LAND & TIMBER, LLC
ARCHITECT: BMS Architects, PC
1018 E. Grandiflora Drive
514 Market Shed
Leland, NC 28451
Wilmington, NC 28406
910-383.1425
940-702.2621
STRUCTURAL: McFayden O'Briant
LANDSCAPE
Consulting Engineers
ARCHITECT: Haden Stanziale
3808 Park Avenue
614 Market Street
Wilmington, NC 28406
Wilmington, NC 28406
910-791.4000
910-762-2621
0-3E_ LASED
(TYPICAL)
-
-
_�X --- X�- X.
X NOTE: SILT--F-ENCE TO BE PLACED OVER OUTLET PIPE: --(TYPICAL
0
NOTE: ADDITIONAL YARD INLETS
MAYBE INSTALLED BY LANDSCAPERS
TO-FACILR TE POSITIVE DRAINAGE
TO STORM SEWER SYSTEM & POND.
@.5
OPT �,-
J
il
I.
4�&* WIN,. See
_
+ r
For Required Erosion
Control
Measures.
W.
LA
�0�>� �A ' f .k'k it • ^ "�
Sell '.1 Ti`1! �t ..., 2. ` a4 9,.c,.<�--. / _ . `_ 0�I' ' • .3)i,�.:a•
NOTES:
1. ALL RUNOFF FROM ANY IMPERVIOUS SURFACE
TO BE DIRECTED TO INLETS AND STORM SEWER SYSTEM
BY SWALES, OVERLAND FLOW, OR ADDITIONAL LANDSCAPING
INLETS IF NECESSARY.
2. ALL ROOF DRAINS TO BE DIRECTED TO MANIFOLD
COLLECTION SYSTEM INTO STORM SEWER, OR TO PARKING LOT.
BY SWALES, OVERLAND FLOW, OR ADDITIONAL LANDSCAPING
YARD INLETS.
REV. NO. REVISIONS DATE
Cppiol a N W Do,* SW*n, P.A., As fols reword. Rpro ctW or usa of W contents of &kl doovm f, or addltkuw or ENotI to this
document, M w & V Part, rlthoul mftm cv,wenf of too LU SurweV V epMeer. It PrMbited Only caPln eom I dg1ne1 of the document,
mortal Mth the V.4MV et,.turs o orohol e•e1 of the Surn,or V Enpi,eV, Mae he consldend to be w kf and true cp/es
F: \All\BForest\MASTER DRAWINGS\res6\Erosion Control Plan s\ECP-ph 5sl.dwg Layout (ECP-P651-2)
LEGEND
E.l. = EXISIIMG IRON
SF X — SILT FENCE
—/�
TYPICAL
I.S. - IRON SET
E.C.M. = EOSRNG CONCRETE MONUMENT
■ I I I ■ LIMITS OF DISTURBANCE
R/W = R104T-OF-WAY
PIP = P01ER POLE
9 LIP = LIGNT POLE
OP OUTLET PROTECTION (TYPICAL)
0— STOW DRAINAGE STRUCTURE
GRATE INLET
11
OS O OUTLET STRUCTURE
1_0t EXST. SANITARY SEWER MANHOLE
EXIST. WATERLINE & F/H ASSEMBLY
t W EMST. DRAINAGE PIPE
IP INLET PROTECTION (TYPICAL)
O
''—c--1 EXST. GAS LINE
05, , DRAINAGE FLOW
CE CONSTRUCTION ENTRANCE
+49.0 INDICATES SPOT ELEVATION
(TYPICAL) o°oo°o
<49.0> INDICA TION
LOCALIZED HIGH POINT
(+) INDICATES ELEV. LOCATION
WETLANDS
FLOW DIRECTION
NOTE: SEE SHEET 5 FOR CONSTRUCTION DETAILS
E
LIMITS OF
DISTURBANCE
ECEIVE
SEP 2 2 2016
BY: —
Erosion & Sediment Control and Water Quality Plan
Brunswick Forest
Phase 6=Section 1 (Sales Center)
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
GENERAL NOTES:
PP
�<�*°,t'��['CA
cR^pt,�.,,®®
'mod
1. This map is not for conveyance, recordation, or sales,
IV
C t♦�E �,Q d
2. This property is not located within a special flood
hazard
C
L
area according to Flood Insurance Rate Map Community
a
QOO$EAi.
�
Panel y37202196-OOJ, effective date June 2, 2006.
�: w
`Z
3. Topographic data furnished by Carolina Resource Mapping, Inc.
and not field Additional
b E�T
�'-''-;)lr;; v° )
verified. topo from HDS, January 200
,m•�
4. This property is zoned Town of Leland PUD.
lip 0; a+'
5. Sewer service to be Town of Leland (public).
e e++
-- -
Water service to be NBSO (public).
r f �
dho is ®hdsilm.com
HANOVER DESIGN SERVICES, P.A.
LAND SURlrEKOR5, ENGINEERS & LAND PLANNERS
319 :WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: [phone]
Oate:
B-18-06
scale:
1 30'
Drawn:
DBB
Checked:
DSH
Project No:
ECP-P6S1-2

Brunswick
Phase 6-Section
LOCATED /N THE TOWN OF LELAND
BRUNSWICK COUNTY. NORTH CAROL/NA
DATE: AUGUST 2006
SCALE: !gym 40w
REV. NO. REVISIONS DATE
Cpy/9M1t 4 Nwmwr Dnl9n Swdow, AA, All right. wewwd. Reprbducllen Or Use or the content. Of Mle document, a addlt/ons a dwelkns to Mle
dannnenl, M WMIe w Port, •iMout written consent or the Land S Iw w Eh&W. k PrMelt.d. On/r eplee won Me wlpNw or MM dd W"
marked WM the WVOW algeotun arM oryMW see, of Me Surwpr w Engkrow. MOO a coneWwed to be wIM and has copies
F:\All\BForest\MASTER DRAW NGS\res6\Erosion Control Plans\ECP—ph6st.dwg Layout (ECP—P6S1-3)
Foswe.st 'VC pryD rN,gD 1xv
Erosion & Sediment Control
and Water Quality Plan
LEGEND
SF
—X- SILT FENCE
E.I. - EXISTING IRON
(TYPICAL)
I.S. = IRON SET
E.C.M. = EXISTING CONCRETE MONUMENT
I LIMITS OF DISTURBANCE
R/W = RIGHT-OF-WAY
P/P = POWER POLE
9 L/P = LIGHT POLE
OP
OUTLET PROTECTION (TYPICAL)
Dew — STORM DRAINAGE STRUCTURE
GRATE INLET
OS
O OUTLET STRUCTURE
EXIST, SANITARY SEWER MANHOLE
EXIST. WATERLINE k F/H ASSEMBLY
IP
INLET PROTECTION (TYPICAL)
EXIST, DRAINAGE PIPE
—G—, EXIST. GAS LINE
QSy, DRAINAGE FLOW
`'E
CONSTRUCTION ENTRANCE a00000
+49.0 INDICATES SPOT ELEVATION
(TYPICAL)
<49 O> INDICATES SPOT ELEVATION
LOCALIZED RICH POINT
WETLANDS
INDICATES ELEV. LOCATION
�j FLOW DIRECTION
NOTE: SEE SHEET 5 FOR CONSTRUCTION DETAILS
GENERAL NOTES:
1. This mop is not for conveyance, recordation, or sales.
2. This property is not located within a special flood
hazard area according to Flood Insurance Rate Map Community
Panel #37202196-00J, effective dote June 2, 2006.
3. Topographic data furnished by Carolina Resource Mapping, Inc.
and not field verified. Additional topo from HDS, January 2005.
4. This property is zoned Town of Leland PUD.
5. Sewer service to be Town of Leland (public).
Water service to be NBSD (public).
NOTES:
1. ALL RUNOFF FROM ANY IMPERVIOUS SURFACE
TO BE DIRECTED TO INLETS AND STORM SEWER SYSTEM
BY SWALES, OVERLAND FLOW, OR ADDITIONAL LANDSCAPING
INLETS IF NECESSARY.
2. ALL ROOF DRAINS TO BE DIRECTED TO MANIFOLD
COLLECTION SYSTEM INTO STORM SEWER, OR TO PARKING LOT.
BY SWALES, OVERLAND FLOW, OR ADDITIONAL LANDSCAPING
YARD INLETS.
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grandiflora Drive
Leland, NC 28451
910-383-1425
STRUCTURAL: McFayden O'Briant
Consulting Engineers
3808 Park Avenue
Wilmington, NC 28406
910-7914000
ARCHITECT: BMS Architects, PC
514 Market Street
Wilmington, NC 28406
910-762-2621
LANDSCAPE
ARCHITECT: Haden Stanzlale
514 Market Street
Wilmington, NC 28406
910-762-2621
--CEIVI
SEP 2 2 2016
Erosion & Sediment Control and Water Quality Plon
Brunswick Forest
Phase 6mSection 1 (Wellness Center)
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
Me
CAR06.',
weeee
CifAe:!e.'�
SEAL
20007
-18^(f�G
® hdsilm.com
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grandiflora Drive
Leland, NC 910-383-1425
HANOVER DESIGN SERVICES, P
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WtLMINGTON, N.C. 28401
PHONE: (I
PHONE:
I
Date:
8-18-06
Seek
1 40'
Drawn:
DBB
Checked:
DSH
R�ig
%I

yr¢
4¢
rAY
E
OF A
-`�---� A PORTABLE PUMP i
TO BE USED TO '
DRAIN POND IN AN
rl
_1I EMERGENCY,Z '
waft!(
aft
� I r
Ar
30' 0' 30' 60' 90i
SCALE IN FEET: 1 30'
STATE STORAGE VOLUME
37,500 cf
POND BOTTOM MAY BE
OVEREXCAVATED FOR
SEDIMENT STORAGE
of
EMBANKMENT n
5 )
24"RCP 60 LF
1 1 PIPE
113' WIDE, 10:1 OP
VEGETATED
I-Ii�/O/I`✓IQ e F r
BRUAYICK FQtEST- Wei dltentlDn/" WmIlon pond NO 9
CLUmE REQUIRED R4(P)(Pj)(Rv)/121(m
SEE PAGES A 1 ontl A E, 'Cmtr.m.0 Urbon Runofn
Additional Calculation Summary far NCDENR / PAT
A Proctical Norval For Planmro and ➢esionirp Urban DIPS'
%= 1'
WATER QUALITY CONSIDERATIONS -
(Pj)- D. 9
Impervious ore. C.LC.I.ti.me- See Project Data Sheet
(RN• 0. 09 • 0. %9.3/14.4) - a 631
TOTAL IMPERVIOUS = 9.3 acres
(A)• 14.4
R= E(U(0.631/12104.4) = G. Me acre-feet
TOTAREA DRAINING TO POND - L4.4 .1..
- 33,300 cf KWOR IWD STAGE
14.4tcrts tot.l - 9.3 acres impervlous = 5. 1 acre preen
37,500 cf PROVIDED STORAGE a 0.EV. - 34.5
SA REWIRED A 3 / 14.4 - a 0. or 651..
DRAWDOWN
Average hood from st0r.91 elevatim to orifice -
At 7. Or depth, 907. TSS removal, From chart - SA/DA factor - 2.7
34.5 - 33, 0 / e - 1.5' e' PVC W.in to dram-doen pad:
14.4 x 0.01 x 2.7 - 17, 000 of SA REWIRED
0rifhce equ.tiom D • CA(20N^l/e
At Elev. = M.0 . 22,20D st SA PROVIDED
T = 3 days
NOTE KnL,
EROSION CONTROL DETAILS AND SPECIFICATIONS ARE AS PER THE "EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" OF THE STATE OF
NORTH CAROLINA, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
LATEST EDITION. PRACTICE NUMBERS REFER TO THIS MANUAL.
NOTE:
THIS PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN.
x> ,
00
.5 +�
I
II ,/
/ r
i
gulated
1letlands Area /
II l
1l
I 1 �
\
i
ELEV. AREA VOL STORAGE STORAGE
(Ft) (5r) <cF) Ccf) (aC-Ft)
33. 0 22,200 - - -
34. 0 25,500 23,850 23,850 0.55
34.5 27, 2DO 25,500 37,500 0.06
35.0 213,900 27,200 51,050 1. 17
36.0 32,500 30,700 81.750 1.88
37.0 36,200 34,350 116,100 2,67
38. 0 40,000 38,100 154,200 3.54
NOTE WELL,
ANY AREAS ON -SITE WITHOUT ACTIVITY IN A 21 CALENDAR DAY PERIOD
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS.
ANY SLOPES TO HE STABILIZED AFTER 21 CALENDAR DAYS.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REWIRED BY TOWN OF LELAND.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnicd testing has been perfo^ dd on site. No warranty
is mode for suitability of wilgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the contractor.
STATE STORAGE at EL-34.5 37,500 0.86
PEAK DISCHARGE SUMMARY -
0(10) pre -developed = 20 cfs
0(50) pre -developed - 30 cfs
O(IW) pre -developed = 35 cfs
Q(10) post -developed = 19.3 cfs ! WSEL = 36.4
0(50) post -developed - 25 cfs ! WSEL = 37.3
0(tOWPost-developed = 27 cFs I' WSEL = 37.9
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 17,000 sf
Surface Area provided = 22,200 cf ! WSEL 310
Sta.go Volume required - 33,000 cf
Storage Volume provided = 37,500 cf ! WSEL 34. 5
Storage Volume Drawdown Time = 3 days
SEDIMENTATION POND CONSIDERATIONS -
Storage required = 14.4 X 1800 = 25,920 cP
Storage prov Ided = 51,600 cf a
FOREBAY CALCULATION:
Forrboy Volume = 10,200 cF
20X volume of Storage - 51,625 X .2 = 10,305 cf
mom 404 AETUNOS ON SIZE AS SHOM
AOUArG VEGETATION ZONE:
FROM D- 32.0 TO EL- 310
SVITASE SPECKS FOR PLANTING w
MIS 2W ARE AS FOLLONS
- SAOTTARIA LA➢FOTA (COMMON ARROWITAO)
- SAOTTARIA LANCIFO.IA (WCK POTATO)
- SAdhAYvS CERNUUS (UZARDTAX)
- PELTANDRA WROVI CN (ARROW ARUM)
IF ME OR MORE OF THE SUGGESTED SPEOES
IS 1MAVNLABIE, APPROPRIATE NETLANOS
VEGENTION COMMON TO THE COASTAL CAROLINA
REGIO WY BE SUBSTITUTED.
LEGEND
SF -X- SILT FENCE
(TYPICAL)
SIMON I I BBB LIMITS OF DISTURBANCE
QP OUTLET PROTECTION (TYPICAL)
QS Q OUTLET STRUCTURE
IP INLET PROTECTION (TYPICAL)
(jE CONSTRUCTION ENTRANCE og0goo
(TYPICAL) 00 o00
WETLANDS
NOTEIS€E SHEETS 0 FOR CONSTRUCTION DETAILS
6'mil. 12'min. SEE PLAN
ALL SLOPES a
3:1 MAXIMUM Foraw m FES
20% o y volume c OUTLET
09: of required
Storage�l)picol n PIPE
1.0' `gym Forebgy
Bottom OUTLET
Qe'Vr= 26.0 PROTECPROTECTION4'min. AS ON PLANS
Tr
FOREBAY SECTION DETAIL
NOT TO SCALE
WEM IRB.N Arm
TIOSH MIES.
rxWMATm
4 an S
NOT TO !CALL
Alows ass
was
oW
MELDED DAR
TRAIN RACY r VIDE MR MT
879C10Ws EI Lee,
qTL )
fl•J4s
uo Tr Row wws3o
sea
PM w) Mw1 WHIR
ART MiF'OTD W WRNS
2- 30.0
'W
f .Der 5,
SECTION MEW
OS OUTLET STRUCTURE DETAILS (PONDS 9 &10)
NOT TO SCALE
r Rork to top of pbe
both $Wee
u SLOPE
OP � ENBANKNENT
Soo Norroli. far
adailiaml detan.
2'min
NOTE: FILTER FABRIC IS TO
BE PLACED UNDER ALL SiOJE
INLET AND OUTLET PROTECTION.
USE NICOLON NIRAM 50OX
POLYPHOPYLEME, OR EQUIVALENT
e16e ,
h•iY'i e•i
At•ee.•.Sy
I
e e I
NITS
PEAK DISCHARGE SUMMARY -
G(10) pre -developed 17 cis
g(5W pre-devt loped = 26 cis
Of IfX)) pre -dive lapaq + 3D qfe
01101 post -developed = 2 cfs ! WSEL - 34, 9
O(SW post -developed = 6 cfs ! WSEL - 35.2
0(IDO) post -developed • 9 cfs !NSEL • 35.4
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required • 9,500 sf
Surface Area provided = 79,000 cf ! WSEL 33.0
Storage Volume required • 20,500 cf
Storage Volume provided = 130,000 cf ! WSEL 34.5
Storage Volume Draedown Time = 2 days
SEDIMENTATION POND CONSIDERATIONS -
Storage requ l red • 12.6 X 1900 22, 680 cf
Storage provided a 79,000 cf t
FOREBAY CALCULATION:
FOrebQy Volume s 54,350 cf
207, Volume of Storage • 272,725 X, 2 54, 745 cf
NOTE Oat WETLANDS ON ton' AS SHOW..
STATE STORAGE VOLUME
130.000 of
/ r
I f� j_A�rT
FROM EL VEGETATION ZONE.
SUM EL- 32.0 ro EL- 33.0 A�
THI ZONE ARE FOP PLANIINQ w "I" , _ . ';�tegYieted� s J /
THIS IONC IA AS FGUCUA OW2 / ,
SAOTTARIA LATIFOJA (COMMON(D=POTATO)
-,!/ (' / Wetlands Area -= - SAO7TAwA LAN(iFOL41 ((PpUUCCKK POiA70 '/ ,
- SAURUFUS CERAIWS (LdAROiAIU-
- PCLTANORA YRGWA (ARROW ARUM)
IF ONE OR MORE OF TINE SVGCESTEO SPECIES / 1
IS UNAVAILABLE APPROPRIATE NEILANDS-
YECETARON COMMON ID THE COASTAL CAROLINA
RECIW MAY BE SUBSTITUTED,
'IOvjE.PL'ACED"
ELEV. AREA VOL. STORAGE STORAGE
(Ft) (sF) <cF) CcF) <ac-Ft) PIPE. (TYPICAL)
33.0 79,400 -
34.0 87,500 83,450 83,450 1192 I / 34,5 91,600 97,500 130000 2.99
35.0 95,700 91,600 175.050 4.02 y' -'- EM,SPIL 191'b'4`-, -L-E _'itl 36.0 104,200 99,950 275,000 6.31 / �L-WAY" EL= 36.5 r
37.0 112,800 108.500 383,500 8.80 \`_ TOP OF BANK-39.0 08
38.0 121, 5DO 117,150 500,650 11.y 4�9y
rT>Ai�rtar�ar.it�.lrAN PAWwiR � I �/
EMBANIQIMT IkY�
24"RCP 55 LF
1 1 PIPE.
10' ETAT :I VEG
10O OP
SHEIFATEO OS
WaterWater )Y under
Surface
0 = 32.0 to 33.0
Aquatio Va"tatWn Zone
EMBANKMENT SECTION POND N0.10
BRUNSWICK FOREST- Vet dot/nSlOn/retentlM panel NO. 10
VOLUME REQUIRED R=[(P)(PJ)(Rv)/12l(A)
SEE PAGES A I and Ae. 'Contra l t Ino urban Runoff,
Additional Calculation Summary for MDENR / BUG
A Procitnal Haunt far Plannirg and Designing Urban Ws'
(%• 1'
WATER QUALITY CONSI➢ERATIMS -
Pj)= 0.9
Impervious ore. ct(c.1-tioW See Project Data Stoat
(Rv)• 0.05 a Q9(55/12. 6) • 0.443
(R)• MISTOTAL
INPEIGIDUS = 5. 5 acre.
R= [(U(0.440/121(12.- 0465 acre-feet
TOTAL AREA TRAINING TO POND = 12.6 ocrts
24500 cf REQUIRED STORAGE
12.6 acres fatal - S5 acres imperviousen • 7.1 acre pre
E ! ELEV.- 34.5
130,000 cf PROVIDED STORAGE
SA REQUIRED 5.5 / 12.6 - 0. 44, or 44%
DRAQDOMA
Average haotl from to ara.-do -
At 7, 0' depth. 9 .. TSS refava I. fro chart - SA/DA factor 1. 7
1. T r PCeledrion
Orif - 33.0 / 2 • I. 3' PVC drain to tr.+-tlom InM�
12.6 x 0.01 x L7 • 9,500 sf SA REQUIRED
AK
Orifice equat men a • CM 2Qn>^I/2
At Elev. • 33 0 - 79, DDO of SA PROV IDEA
T 2 days
P ND#I
W L= 33.0
e= 79,000 sf
m ei)th=7.Q
210,
NOTE: 404 WETLANDS ON SITE AS SHOWN.
�r
A PORTABLE PUMP
TO BE USED TO
DRAIN POND IN AN
EMERGENCY.
0
m
v
\ IP
40' 0' 40' 80'
SCALE IN FEET: I" 40'
ECEIVE
SEP 2 2 2016
BY---------
Erosion & Sediment Control and Water Quality Plan (Pond Details
Brunswick Forest
Phase 6-Section 1
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
T
REVISED PER DEVELOPER
8/113/06
'
REV. N0.
REVISIONS
DATE
Copyriph! O • Hager D.* Sawwa. P.A. M rights reswved Reproduction a .se of the oor,lents of tlub doavmml or addlit. ar deletion W the
Waunent, M MOM or Par, a tmout wrHtarr cans$nI .f ton Lard Su.W or E hW,, M p atiihliml O.Iy cookie Fan the arlgbiM of ton document,
marked Wth but, crllihd signal" ad a191+d seal .r Oa S evsya or End Nil/ be canddaM to D, valid and Iry cop"
1
F.- IAD\BFarsst liMASTSR DRANINGS1res6\Erosion Control Layout (ECP-P6S1-4)
$ett4a peer
NCAR0j,,' ,e,.
s
fi/� tsslp 9
SEAL°9.
20007 1 N,r
•4 •;�Vgtte �`�
:, j0. M0" Air
,gi p ......
Ihollis ® hdsilm.com
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grandiflora Drive
Leland, NC 910-383-1425
HANOVER DESIGN SERVICES, PWAW
LAND SURVEYORS ENGINEERS & LAND PLANNERS UA
319 WALNUT STREET
WILMINGTON. N.C. 28401
PHONE: [phone]
Date:
7-12-06
Scale.
As Shown
Drawn:
DBB
Checked:
DSH
Pro)ect No:
ECP-P5S1-4
Sheet No:
4
5

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O
Rock to lop of pipe
both sides
w
SLOPE
OP
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w
o
Fr,
EMBANKMENT
See Narrative for
additional details
it I�
2'm in.
NOTE: FILTER FABRIC IS TO
BE PLACED UNDER ALL STONE
INLET AND OUTLET PROTECTION.
USE NICOLON MIRAFI BDOX
POLYPROPYLENE, OR EQUIVALENT
SIDE VIEW
COMPACTED FILL OR
GRAVEL, EXTENSION
OF FABRIC AND WIRE
INTO THE TRENCH
NOTE:
SEE NARRATIVE
FOR MORE DETAIL.
ISOMETRIC VIEW
1-24 "pL"P
APPROXIMATELY
5 CY
d50 = 3" STONE
dMAX = 6"
La = 15'
APRON THICKNESS =
1:0'
1�
OP
0
OUTLET PROTECTION
NTS
8'SPACING
L-__SEE NARRATIVE
BACKFILL
MINIMUM 8"
THICK LAYER
OF GRAVEL
V-TRENCH
t4
C1
z A
14"MINIMUM
no
EXTENSION OF
FABRIC AND WIRE
INTO THE TRENCH
SECTION
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SEDIMENT FENCE ( SILT FENCE) SF
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MORE GENERAL NOTES:
1. ALL CONSTRUCTION TO APPLICABLE STATE AND LOCAL CODES.
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH NCOOT,
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO DRAINAGE SWALES AND RECEIVING STRUCTURES.
4. CONTRACTOR 15 RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES, AND ANY REWIRED PERMITS.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXIS71NG
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
\ CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
La
RCP W
24" Rcps-6'
36is Rcps-9'
EG
nun sr sr■ucrunEia
4"MINIMUM
RCP YIAMEiER
La
W
d50
dMAX
APRON
RE Q.STONE
24"
15'
10'
1 3"
1 6"
1
approx. Bey
P0M5 9a1a
ROCK aTAS1Y2W0 APRON
Le
W
d80
dMAX
APRON
REMSTONE
6"
I 1'
approx. 6cy
E T/ON
T PROT C
OUTLE
NOT TO SCALE
NOTE WELL:
IS FLAT OR
T PROTECTION & 2 SLOPE
1 OUTLET R ii
ROCK STABILIZATION APRONS FOR A MINIMUM OF 2LF
REQUIRED AS SHOWN ON PLAN. 2' MIN, BOTTOM WIDTH.
CONSTRUCTION SCHEDULE -
1. Obtain approval of Plan and any necessary permits, and hold a
pre -construction conference prior to commencing any work.
2. Flog work limits and stoke -out roadways, primary measures, and
Sediment Basin far preliminary clearing and grubbing. Install silt
fencing entirely along the US Army Carps approved wetlands line
as shown.
3. Install Gravel Construction Entrances.
4. Install Sediment Basin as shown on Plan while clearing and
grubbing site. Sediment Basin to be constructed prior to major grading
ar building.
5. After completion of Sediment Basins and any temporary diversion immediately
stabilize all non construction areas. (See seeding specifications.)
6. Construct any other sediment control Practices
shown, prior to rough grading roadways. stockpiling
material and topsail as necessary.
7. All erosion and sediment control Practices are to be inspected
weekly and after any rainfall, and repaired as necessary.
8. After site stabilization, temporary measures
ore to be removed and the Sediment Basin cleaned to
its original design contours, if necessary.
MAINTENANCE PLAN -
1. NI measures to be inspected weekly and after any rainfall
event and needed repairs made immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 5.6' below water surface. Riser structun to be cleaned
if excess water above design surface no longer droh9
property.
3. Sediment to be removed from behind the any SIR Fence and
idet protection devices when it becomes 0.5' deep Fencing
and inlet protection to be repaired as needed to maintain a
barrier.
4. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provides to
maintain a suitable vegetative cover.
5. Construction entrances to be maintained in a eondUon to prevent
mud or sediment from leaving the construction Ise. Periodic
topdressing with 2'atone may be required. Remove all objectionable
material spilled, washed, or tracked onto public roadways Immediately.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accodance with
"North Carolina Erosion and Sediment Control Planing and
Design Manual", Section 6.11, latest version. See next Sheet.
Construction Road Stabl llzotlon
Specification # 6.80 - Construction Specifications
1. Clear roadbed and parking areas OF all vegetatl on, roots and other
objectionable material.
2. Ensure that read construction follows the natural contours of the terrain IF
it is possible,
3. Locate parking areas on naturally flat areas if they are available. Keep
grades sufficient for drainage but generally not more than 2 to 3X.
4. Provide surface drainage, and divert excess runoff to stable areas by using
water bars or turnouts (References, Runoff Control Measures).
5. Keep cuts and fills at 2,1 or flatter for safety end stability end to
facilitate establishment of vegetation and malntenar',Ce.
6 Spread a 6-inch course of 'ABC' crushed stone evenly over the full width of
the road and smooth to ovoid depressions.
7. Where seepage areas or seasonally wet areas must be crossed, install
dP r t w11{ Pa a m101h d fore AGIA IMP #PuOhed a10Me
(Practice
1, S # rfa e # drl # p 0
(Practl cs 6. 81 Subsurface Drain),
l & Vegetate all roadside ditches, cuts fills and other
disturbed areas or
otherwise appropriately stabilize as soon as grading is complete (References,
Surface Stab I l l zat l on>.
9. Provide appropriate sediment control measures to prevent off -site
sedimentation.
Maintenance
Inspect construction roads and parking areas periodically for condition of
surface, Topdre## with new Gravel are needed, Cheek road dltehee and Other
seeded areas For erosion and sedimentation after runoff -producing rains.
Maintain OIL vegetation In a healthy, vigorous condition. Sediment -producing
areas should be treated Immediately.
Sediment Fence <Sllt Fence) SF
Specification 6.62 - Construction Specificotions
MATERIALS
1. Use a synthetic filter fabric or a pervious sheet of polypropylene, nylon,
polyester, or polyethylene yarn, which Is certified by the manufacturer or
supplier as conforming to the requirements shown In Table 6.62b. Synthetic
filter fabric should contain ultraviolet ray inhibitors and stabilizers to
provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120 F.
F. Ensure that posts for sediment fences are either 4-inch diameter pine, 2-inch
diameter oak, or 1.33 lb/liner ft steel with a minimum length of 4 Ft. Make
sure that steel posts have projections to facilitate fastening the fabric.
3. For reinforcement of standard strength filter Fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 inches.
Toble 6.62b
Specifications Far Sediment Fence Fabric
Physical Property Requirements
Filtering Efficiency - 85% (mm)
Tensile Strength at Standard Strength- 30 Ib/tin In (min)
Extra Strength- 50 lb/tin in (min)
Slurry Flow Rate - 0.3 gal/sq ft/min (min)
CONSTRUCTION
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2.Ensure that the height of the sediment Fence does not exceed 18 inches above
the ground surface. (Higher Fences may Impound volumes of water sufficient to
cause failure of the structure.)
3 Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. When joints are necessary, securely fasten the £liter
cloth only at a support post with overtop to the next post.
4.Support standard strength filter fabric by wire mesh fastened securely to the
f the t in heavy duty wire staples at least 1 inch ton u slope side o e posts us ea u
P P P g Y Y P 9•
or tie wires. Extend the wire mesh support to the bottom of the trench.
5.When a wire mesh support fence Is used, space posts 4 maximum of 8 Ft apart.
Support posts should be driven securely into the ground to a minimum of 18
I riches.
6. Extra strength filter fabric with Eft post spacing does not require wire mesh
support fence. Staple or wire the filter fabric directly to posts.
7.Excavate a trench approximately 4 Inches wide and 8 Inches deep along the
proposed line of posts and ups l ape From the barr ter (f Igure 6. 620.
S. Backfill the trench with compacted Solt or gravel placed over the filter
fabr I c.
9. Do not attach filter fabric to existing trees,
Maintenance
Inspect seal ment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly. Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume For the
next rain and to reduce pressure on the fence. Take core to avoid undermining
the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the area
to grade and stabilize it after the contributing drainage area has been properly
stabilized.
CC Temporary Gravel Construction Entrance/Exit
�, Specification # 6.06 - Construction SpeCIflCatl ons
1. Clear the entrance and exit area of all vegetation, roots and other
objectionable material and properly grade It.
2. Place the gravel to the specific grade and dimensions shown on the plans and
smooth It.
3. Provide drainage to carry water to a sediment trap or other suitable outlet.
4. Use geotextile fabrics becouse they Improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance
Maintain the gravel pad in a candition to prevent mud or sediment from leaving
the construction site. This may require periodic topdressing with 2-inch stone.
After each rainfall, inspect any structure used to trap sediment and clean it
Out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
STAKED 2"X 4"
WOODEN FRAME
3' SPACING
GATHER EXCESS
FILTER FABRIC -
AT CORNERS
EXTENSION OF v
FABRIC V MIN.
INTO TRENCH
4-CRUSHED STONE OR
12"COMPACTED SOIL
FILTER FABRIC:
PERVIOUS SHEET OF
NYLON, POLYESTER, OR /
ETHYLENE YARN, EXTRA
STRENGTH (50 PSI MIN.)
WITH ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS
2"X 4" FRAME AROUND
CREST OF OVERFLOW
1.5' MAXIMUM HEIGHT
SEE NARRATIVE FOR
MORE DETAIL AND
ALTERNATE METHODS.
-�-�I X
U)
In
qII- _W - /
ll DROP INLET
ISOMETRICT E I ' VIEW NL I
FABRIC DROP INLET PROTECTION
NITS
PRACTICE 6.51 I P
NOTE:
THIS PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN.
Permanent Seedlna
Spec if l cat Ions # 6.11 - Spec I Pl cot l ons
Seedbed Requirements
Establishment of vegetation should not be attempted on sites that are unsuitable
due to inappropriate soli texture (Table 6. Ila), poor drainage, concentrated
overland flow, or steepness of slope until measures have been taken to correct
these problems.
To me Into In a good stand of vegetatl on, the soil must meet certa In mI nI mum
requirements as a growth medium. The existing salt should hove these crlterla,
- Enough fine-grained (silt and cloy) material to maintain adequate
moisture and nutrient supply (available water capacity of at least .05
Inches water to l Inch of soil).
6uffleiems Snare sb66 sal p#rFili Pill pelinkiwation,
- Sufficient depth of moll to provide an adequate root tone. The depth to rock
eP P q P
or 1 ermeabie layers such as hard ns should be 12 inches or more except mP Y Pa n P
0
slopes steeper than 2,1 where the addition of Solt Is not Feasible.
p p
- A favorable pH range for plant growth, usually 6. 0-6. 5.
- Freedom From large roots, branches, stones, large clods of earth, or trash of
any kind. Clods and stones may be left on slopes steeper than 3,1 if they are
to be hydroseeded.
IF any of the above criteria are not met-). a., if the existing soli Is too
coarse; dense, shallow or acidic to Foster vegetation-speclal amendments are
required, The mall aanditiomerm dwecribed below may lee b#nelfieial or,
preferably, topsoil may be Opp led In accordance with Pract Ice 6. 04, Topsa1 l lag.
Soil Conditioners
In order to improve the structure or drainage characteristics of a Solt, the
following material ray be added. These amendments should only be necessary
where soils have limitations that make them poor for plant growth or for fine
turf establishment (see Chapter 3, Vegetative Considerations).
Peat -Appropriate types are sphagnum moss peat, hypnum moss peat, reedsedge peat,
or peat humus, all from Fresh -water sources. Peat should be shredded and
conditioned in storage piles For at least 6 months after excavation.
Sand -clean and free of toxic materials
Vermiculite-horilcultural grade and free of toxic substances.
Rotted manure -stable or cattle manure not containing undue amounts of straw or
other bedding materials.
Thoroughly rotted sawdust- free of stones and debris. Add 6 lb. Of nitrogen to
each cubic yard.
Sludge -Treated sewage and industrial sludges are available in various forms,
these should be used only in accordance with local, State and Federal
regulations.
Species Selection
Use the key to Permanent Seeding Mixtures (Table 6. ilb) to select the most
appropriate seeding mixture based on the general site and maintenance factors.
A listing of spec Ies, Inc lud Ing scIentI F I c names and character i st l cs, I given
in Appendix 8.02.
Seedbed Preparation
Install necessary mechanical erosion and sedimentation control practices before
seeding, and complete grading according to the approved plan.
Line and fertl liter needs should be determined by soli tests. Solt testing is
performed free of charge by the North Carolina Department of Agriculture soil
testing laboratory. Dlrecti ons, sample cartons, and Information sheets are
oval (able through county agricultural extens Ion offices or From NCDA. Because
the NCDA Solt testing lab requires 1-6 weeks for sample turn -around, somptIng
rust be planned well in advance of final grading. Testing is also done by
commercial laboratories.
When soli test are not aval table follow rates suggested o tin n e individual
specification sheet for the seeding mix chosen (Tables 6. tic through 6. 110.
Applications rates usually fall into the following ranges:
- Ground agricultural limestone
Light -textured, sandy salts) 1-1 1/2 tons/acre
Heavy textured, clayey Solis 2-3 tons/acre
- Fertilizer,
Grasses 800-1200 lb/acre of 10-10-10 (or the equivalent)
Grass -Legume mixtures, 800-1200 kb/acre of 5-10-10 (or the equivalent)
Apply time and Fertilizer evenly and Incorporate Into the top 4-6 inches of
soil by disking or other suitable means. Operate machinery on the contour.
When using a hydroseeder, apply lime and fertilizer to a rough, loose surface.
Roughen surfaces according to Practice 6.03, Surface Roughening.
Complete seedbed preparation by breaking up large clods and raking Into a
smooth, uniform surface (slope less than 3,1) Ft II In or level depressions than
can collect water. Broadcast seed Into a freshly loosened seedbed that has not
been sealed by rainfall.
Table 6. 11s - Seeding No. 4CP For,
Well-Dralned Sandy loans to Dry Sands. Coastal Plain/ Low to Medium -Care Lawns
Seeding mixture
Species - Centipedegress - Rate - 10-20 lb/acre (seed) or 33 bu/acre (sprigs)
Seeding dates - Mar. - June, (Sprigging can be done through July where water Is
available for Irrigation.)
Solt amendments - Apply {love and fertl llzer according to Solt test, or apply 300
lb/ocre 10-10-10.
Sprigging - Plant sprigs In Furrows with a tractor -drown transplanter, or
broadcast by hand.
Furrows should be 4-6 inches deep and 2ft apart. Place sprigs about 2 Ft. apart
in the row with one end at or above ground level (Figure 6. Ltd).
Broadcast at rates shown above, and press sprigs Into the top 1 1/2 Inches of
soli wl th a disk set strap Sint so that spr Igs are not brought back toward the
surface,
Mulch - Do not mulch
Maintenance - Fertilize very sparingly- 20 lb/acre nitrogen in spring with no
phosphorus. Cent I pedegrass cannot tolerate high pH or excess fertI 11 zer.
Table 6. 11t - Seeding No. 5CP for, Well -Drained Sandy Loans to Dry Sands) Low
Me Intenance
Seeding mixture
Species Rate ((b/acre)
Pensacola Bahlograss 50
Serlcea lespedeza 30
Common Bermudaprass 10
German millet 10
Seeding notes
1. Where a neat appearance Is des l red, omit ser i cep
2. Use common Bernudagrass only on Isolated sites where It cannot become a pest.
Bermudagross may be replaced with 5 lb/acre centipedgrass.
Seeding dates - Apr. 1 - July 15
Solt amendments - Apply time and fertilizer according to Solt tests, or apply
3, 000 lb/ecre ground agricultural Ilmestone and 500 tb/acre 10-10-10 fertl IIzer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch.
Anchor b tackle with asphalt, roving and netting r e o b crimping with a mulch
Y 9 P 9 9 Y P 9
anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
Maintenance - Refertilize the fallowing Apr. with 50 lb/acre nitrogen. Repent
as growth requires. May be moved only once a year. Where a neat appearance is
desired, omit sericea and now as often as needed.
Table 6. llv - Seeding No. 7 P for;Grass-lined Cha
nnels; Coastal Plain
Seeding Mixture
Species - Common Bermuda rass - Rat - 4 -
p g e 0 80 (1/2 lb/(, 000 ft )
Seedingdates - Coastal Plain Apr - Jul 1 P Y
Sol[ amendment Apply fertilizer
s - pp y Lime and fee (izer according to soil tests, or apply
3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch - Use jute, excelsior matting, or other effective channel lining material
to cover the bottom of channels and ditches. The lining should extend above the
highest calculated depth of Flow. On channel side slopes above this height, and
in dro ma es not requiring temporary 11 min s apply4, 000 lb/acrelb/acre grain
straw
and anchor straw by stapling netting over the top.
Mulch and anchoringmaterials t t ra e als onus be allowed to wash down slopes where they can
clog drainage devices.
Maintenance -A minimum of 3 weeks is require
d for establishment. [nsPect and
repair mulch frequently. Refertilize the following Apr. with 50 tb/acre
n l trogen.
far to Appendix 8.02 for botanical names
\e/
NOTE WELL,
ANY AREAS ON -SITE WITHOUT ACTIVITY IN A 21 CALENDAR DAY PERIOD
SHALL BE TEMPDRRRILY STABILIZED AS PER THE SPECIFICATIONS.
ANY SLOPES TO BE STABILIZED AFTER 21 CALENDAR DAYS,
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REWIRED BY BRUNSWICK COUNTY,
THIS SHEET DOES NOT PURPORT TO SHOW ALL REWIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
COUNTY AND STATE CODES AND CONSTRUCDON STANDARDS.
No "OfischAkal testing has ass, per/armed on site. No warranty
is mode far suitability of subgrade, and undercut and any rwWksd
replorement with suitable moterid chaff be the responsibility
o/ the contractor.
Tem op nary Seedino
Specification # 6.10 - Specifications
Complete grading before preparing seedbeds and Install all necessary erosion
control practices, such as dikes, waterways end basins. Minimize steep slopes
because they make seedbed preparation difficult and increase the erosion hazard.
IF soils become compacted during radio loosen then to a depth of 6-8 Inches
P n9 g P 9•
using a ripper, harrow, or chisel plow.
Seedbed Preparation
Good seedbed preparation is essential to successful plant establishment. A gootl
seedbed is well -pulverized, loose and uniform, Where hydroseeding methods are
used, the surface may be left with a more irregulor surface of large clods and
stones.
filming -Apply time according to soil test recommendations. If the pH (acldity)
P the all # Mel kF w, a I s PI t e e o #. I o M n 4 Isallan OP PP hW mu 1uN{ 11M eien. A$ $he
pn 0 N 0
rate of Ito 1 I/2 tons/acre on coarse -textured soils and 2-3 tons/acres on
Pine -textured soils is usual) sufPlcl nt, Apply limestone un tram and
Y e PP Y Y
Incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or higher
need not be Il mod,
Fertilizer- Base application rates on soil tests. When these are not possible,
apply a 10-10-10 grade fertilizer at 700-1,000 th/acre. Both fertilizer and
time should be incorporated into the top 4-6 inches of Solt. If a hydraulic
seeder is used, do not mix seed and fertilizer more than 30 minutes before
application,
Surface roughening- If recent tillage operations have resulted In a loose
surface, additional roughening may not be required except to break up large
clods. If rainfall causes the surface to become sealed or crusted, loosen It
just prior to seeding by disking, raking, harrowing, or other suitable methods,
Groove or furrow slopes steeper than 1I on the contour before seeding (Practice
6103, Surface Roughening>.
Plant Selection
Select an appropriate species or species mixture from Table 6. 10a, for seeding
in late winter and early spring, Table 6. Lab for gunner, and Table 6. 10c for
fall.
Seeding
Evenly apply seed using a cyclone seeder (broadcast), drill, cultipacker seeder,
or hydroseeder. Use seeding rates given In Table 6. 10a-6.10c. Broadcast seeding
and hyroseeding are appropriate for steep slopes where equipment cannot be
driven. Hand broadcasting is not recommended because of the difficulty In
achieving a uniform distribution. Small grains should be planted no more than 1
inch deep, and grasses and legumes no more than 1/2 Inch. Broadcast seed must
be covered by raking or chain dragging, and then lightly Firmed with a roller or
cultipacker. Hydroseeded mixtures should Include a wood fiber (cellulose) mulch.
MulchlnO
The use of appropriate mulch will help ensure establishment under normal
conditions and is essential to seeding success under harsh site condition
(Practice 6.14, Mulching). Harsh site conditions Include,
-seeding in fall for winter cover (wood fiber mulches are not considered
adequate for this use),
-slopes steeper than 3,1,
-excessively hot or dry weather,
-adverse soiis(shollow, rocky, or high in clay or sand), and
-areas receiving concentrated Flow.
If the area to be mulched Is subject to concentrated waterflow, as in channels,
anchor mulch with netting (Practice 6. 14, Mulching).
Table 6. 10a - Temporary Seeding Recommendation for Late Winter and Early Spring
Seeding mixture
Species- Rye(gra;N, Annual lespedeza (Kobe in Piedmont and Coastal Plain
Rate (lb/acre)- 120
Omit annual lespedeza when duration of temporary cover is not to extend beyond
June
Seeding dates -Coastal Plain - Dec. 1 - Apr. 15.
Sol[ amendments- Follow recommendations of soli tests or apply 2,000 lb/acre
ground agricultural lines tone and 750 lb/acre 10-10-10 fertilizer.
Mulch -Apply 4,0001b/acre straw. Anchor straw by tacking with asphalt, netting
on a mulch anchor) tool. A di
sk sk with blades set Henri straight can be used
n9 Y 9h
as a Hutch anchoring toot.
Maintenance - Refertilize if growth is not fully adequate. Reseed, refertilize
and mulch Immediately following erosion or, other damage.
Table 6.10b - Temporary Seeding Recommendations for Summer
Seeding mixture
Species -German millet
Rote( lb/acre)- 40
Seed erg dates -Coastal Plain- Apr. 15-Aug. 15
Soil amendments -Follow recommendations of Solt tests or apply 2, 000 Ib/ocre
ground agricultural limestone and 750 tb/acre 10-10-10 Fertilizer.
Mulch -Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting
on a mutch anchoring tool. A disk with blades set nearly straight can be used
as a mulch anchoring tool.
Maintenance-Refertilize if growth is not fully adequate. Reseed, refertilize
and mulch immediately following erosion Or Other damage.
Table 6.10c - Temporary Seeding Recommendation for Frill
Seeding mixture
Species-Rye(graln)
Rate(lb/acre) - 120
Seeding dates - Coastal Plain and Piedmont -Aug 15- Dec. 30
Soil amendments - Follow soil tests or apply 2, 000 lb./acre ground agriculture)
limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch- Apply 4, 000 lb/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly straight can
be used as a mulch anchor Ing tool.
Maintenance- Repair and refertilize damaged areas immediately. Topdress with 50
Lb/acre of nitrogen in March, if it is necessary to extend temporary cover
beyond June 15, overseed with 50 Ib/acre Kobe (Piedmont and Coastal Plain)
Land Gradino
Specification 416.02 - Construction Specifications
1.Construct and maintain all erosion and sedimentation control practices and
measures in accordance with the approved sedimentation control plan and
construction schedule.
2.Remove good topsoil from areas to be graded and filled, and preserve It For
use in finishing the grading of all critical areas.
3.Scarify areas to be topsolled to a minimum depth of 2 inches before placing
topsoil (Practice 6. 04, Topsolting).
4.Clear and grub areas to be filled to remove trees, vegetation, roots, or other
objectionable material that would affect the planned stab) pity of the fill.
5.Ensure that Fill material is Free of brush, rubbish, rocks, logs, stumps,
bud ding debris, and other materials inappropriate for constructing stable
ft l Is.
6. Pl ace all fl 11 In layers not to exceed 9 Inches In th l ckness, and compact the
Layers as required to reduce erosion, slippage, settlement, or other re
lated
problems.
7. Do not Iricorporate frozen mater tat or soft, mucky, or highly compressible
materials Into fill slopes.
B.Do not place Flit on a Frozen foundation, due to possible subsidence and
slippage.
9.Keep diversions and other water conveyance measures free of sediment during
all phases of development.
P
10.Handle seeps or springs encountered during construction In accordance with
approved methods (Practice 6,81, Suibsurfoce Drain).
II.Permanentty stabilize all graded are
as Immediately aft
er final grading
Is
completed on each area in the grading plan. Apply temporary stabilization
measures on all graded areas when work is to be Interrupted or delayed for 30
working days or longer.
12.Ensure that topsoil stockpiles, borrow areas, and spoil areas are adequately
protected from erosion with temporary and final stabilization measures,
including sediment fencing
and temporary
or*rY seeding as necessar
y.
.
Maintenance
Periodically check oil graded areas and the supporting crest on and sedimentation
control practic
es, especially after heavy rainfalls. Promptly remove all
sediment from diversions and other water -disposal practices. If washouts or
breaks occur, repair then Immediately. Prompt maintenance of small eroded areas
before they became signiFicont gut Iles is on essential part of an effective
erosion and sedimentation control plan.
NOTE WELL
EROSION CONTROL DETAILS AND SPECIFICA77ONS ARE AS PER THE EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" OF THE STATE OF
NORTH CAROLINA. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
A TEST EDITION. PRACTICE NUMBERS REFER TO THIS MANUAL.
�'
SB
SedlMent Basin
Specifications # 6.61 - Construction Specifications
I. Site preparations -Clear, grub and strip topsoil from areas under the
embankment to remove trees, vegetation, roots and other objectionable moteria 1.
Delay clearing the pool area until the dam Is complete and then remove brush,
trees and other objectionable materials to facilitate seal ment cleanout.
Stockpile all topsoil or soil containing organic matter for use on the outer
shell of the embankment to facilitate vegetative establishment. Piece temporary
sediment control measures below the basin as needed.
2. Cut-off trench-Excovate a cut-off trench along the center l l me of the earth
Fill embankment. Cut the trench to stable soil material, but In no case make It
LBBs imam 9 01, deep, Tme eusoeff lranmh MM01 eMlemd [AID dash smulmeni# 1e it
least the elevation of t h riser crest. Make the minimum bottom width wide
e
h t permit operation of excavation and c cti on equipment but in no case
enough o e o e a
9 P P ormpo
less than 2 ft Make side slopes of the trench no steeper than 111. Compaction
requirements are the same as those for the embankment. Keep the trench dry
due trig backPI l l l me and compact l on opernt i ons.
3.Embenkment-Take Fill material From the approved areas shown on the plans. It
should by clean mineral soil, free of roots, woody vegetation, rocks and other
objectionable material. Scarify areas on which flit Is be placed before placing
fill. The fill material must contain sufficient moisture so it can be formed by
hand into # ball without crumbling. If water cam be squeezed out of' the ball, it
Is too wet for proper compaction. Place flit material In 6 to 8-Inch
continuous layers over the entire length of the fill area and then compact it.
Compaction may be obtained by routing the construction hauling equipment over
the fill so that the entire surface of each layer Is traversed by at least one
wheel or tread track of the heavy equipment• on a compactor may be used.
Construct the embankment to an elevation IOX higher than the design height to
allow for settling.
4.Conduit spillways -Securely attach the riser to the barrel or barrel stub to
make a watertight structural connection. Secure all connections between barrel
sections by approved watertight assemblies. Place the barrel and riser on a
firm, smooth foundation of impervious soil. Do not use pervious moteria( such
as send, gravel, or crushed stone as backfill around the pipe or onti-seep
collars. Place the fill material around the pipe spillway in 4-;nch layers and
compact it under and around the pipe to at least the same density as the
adjacent embankment. Care must be taken not to raise the pipe from firm contact
with its Foundation when compacting under the pipe haunches.
Place a minimum depth of 2ft. of hand -compacted backfill over the pipe spillway
before crossing it with construction equipment Anchor the riser in place by
concrete or other satisfactory means to prevent flotation. In no case should the
pipe conduit beinstatied by cutting a trench through the dam after the
embankment Is complete.
5.Emergency spiltway-Install the emergency spillway in undisturbed soil. The
achievement of planned elevations, grade, design width, and entrance and exit
channel slopes are critical to the successful operation of emergency spillway.
6.Inlets-Discharge water into the basin in a manner to prevent erosion. Use
diversions wl th outlet protect Ion tool vert sediment -laden water to the upper
end of the pool area to improve basin trap efficiency (References, Runoff
Control Measures and Outlet Protection).
7.Erosion control -Construct the structure so that the disturbed area is
minimized. Divert surface water away from bare areas. Complete the embankment
before the area is cleared. Stabilize the emergency spillway embankment and all
other disturbed areas above the crest of the prince pal spl llway immediately
after construction (References, Surface Stabilization),
B.Sofety-Sediment basins may attract children and can be dangerous. Ave Id steep
side slopes, and fence and mark basins with warning signs if trespassing is
likely. Follow all state and local requirements.
Maintenance
Check sediment basins after periods of significant ruroFf. Remove sediment and
restore the basin to its orig oval dt mensi ons when sediment accumulates to one-
half the design depth.
Check the embankment, spillways, and outlet for erosl on damage, and Inspect the
embankment for piping and settlement. Make all necessary repairs immediately.
Remove all trash and other debris fran the rl ser and pool area.
OP
utlet Stn tli ti n Structure ❑ b za o
Specification It 6.41 - Construction Specifications
1. Ensure that the subgrade For the filter and rlprap follows the required Lines
and grades shown in the plan. Compact any flit required in the subgrade to
the:densl ty of the surrounding undisturbed materla I. Low areas in the
subgrade on undisturbed Solt nay also be filled by Increasing the rlprop
thickness.
2. The rlprop and gravel filter must conform to the specified grading limits
shown an the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during Installation. Repair any damage by
removing the rlprap and placing *mother piece of filter cloth over the
damaged area. All connecting joints should overlap a minimum of 1 ft. If
the damage is extensive, replace the entire fitter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the
fitter.
5. The minimum thickness of the rl rn should be 1.5 times the maximum stone
riprap
diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly weather -resistant and well graded.
6. Construct the apron on zero grade with no overfalt at the end. Make the top
of the rlprap at the downstream end level with the receiving area or slightly
below It.
B. Ensure that the apron is properly aligned with the receiving stream and
preferably straight throughout its length. If a curve is needed to fit site
conditions, place It in the upper section of the apron.
9. Immediately after constructlm stabilize all disturbed areas with vegetation
(Practice 6.10, Temporary Seeding, and 6. It, Permanent Seeding).
Maintenance
Inspect rlprap outlet structures after heavy rains to see If any erasion around
or below the rlprap has taken place Or if stones have been dislodged.
Immediately make OIL needed repairs to prevent further damage.
i -
IP
Fabric Drop Inlet Protection (Tem op nark
Specification # 6,51 - Construction Specifications
1. As synthetic fabric, use a pervious sheet of nylon, polyester, on ethylene
yarn -extra strength (50 Ib/I Inch minimum) -that contains ultraviolet ray
inhibitors and stabilizers. Fabric should be sufficiently porous to provide
adequate drat nage of the temporary sediment pool. Burlap may be used for
short-term applications. It must be replaced every 60 days.
2. Cut fabric from continuous roll to eliminate joints.
3. For stakes use x 4 Inch wood q
or (preferred) equivalent metal with a
P
minimum length of 3 ft,
4. Space stakes evenly around the perimeter of the inlet a maximum of 3ft.
apart, and securely drive them into the ground, approximately 18 inches deep
5. To provide needed stability to the installati On, Frame with 2 x 4-inch wood
strips around the crest of the overflow area at a maximum of 1.5 ft above the
drop inlet crest.
6. Place the bottom 12 inches of the Fabric in a trench and backfill the trench
with at least 4 inches of crushed stone or 12 inches of compacted soil.
7. Fasten fabric securely to the stakes and frame. Joints must be overlapped to
the next stake.
S. The to of the franc and fabric must be well below the gr
ound ound elevation down
P g
slope from the drop Inlet to keep runoff from bypassing the Inlet. It nay be
necessary to build a temporary dike on the down slope side of the structure
to prevent bypass flow. Material from within the sediment pool nay be used
for diking.
Maintenance
Inspect the fabric. barrier after each rain and make repairs
pe a spa s at needed.
Remove sediment From the pool area as necessary to provide adequate storage
volume for .the next rain. Take care not to damage or undercut the fabric during
sediment removal.
When the contributing drat rage area has been adequately stabilized, remove Olt
materials and any unstable sediment and dispose of them property. Bring the
disturbed area to the grade of the drop Inlet and smooth and compact it.
Appropriately stabilize all bare areas around the inlet.
Erosion & Sediment Control and Water Quality Plan
Pond Details, Erosion
Control Notes
and Additional Details
Brunswick
Forest
(Phase 64ection
1)
LOCATED IN TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROLINA
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grandiflora Drive
Leland, NC 910-383-1425
Data:
7-12-06
Scale:
AS SHOWN
Drawn:
DBB
Checked:
DSH
Project NO:
ECP-P6Si-5
Sheet No:
5
5
Of:
F,•

BRUNSWICK FOREST -
wet detention/retention pond No.10
VOLUME REQUIRED: R=C(P)(Pj)(R0 /12](A)
Design Calculation
Summary for NCDENR / DWQ
SEE PAGES A.1 and A
2, 'Controlling Urban Runoff:
A Practical Manual
for Ptanning and Designing Urban BMPse
WATER QUALITY CONSIDERATIONS
-
(P)= I'
Impervious area calculations:
See Project Data Sheet
(Pj)= 0.9
( Rv) = 0. 05 + 0. 9( 5.
5/ 12. 6) = 0. 443
TOTAL IMPERVIOUS =
5.5 acres
(A) = 12.6
TOTAL AREA DRAINING
TO POND = 12,6 acres
R= C(l)(0. 443/121(12.
6) = 0.465 acre-feet
12.6 acres total -
5,5 acres impervious = 7.1 acre green
20,500 cf
REQUIRED STORAGE
13C,000 cf
PROVIDED STORAGE e ELEV.= 34.5
SA REQUIRED 5.5 /
12,6 = 0, 44, or 447
DRAWDOWN:
At 7.0' depth, 90%
TSS removal, from chart - SA/DA factor = 1.7
Average head from
storage elevation to orifice -
12. 6 x 0, 01 x 1, 7
= 9,500 sf SA REQUIRED
34, 5 - 33. 0 / 2 =
1. 5' 2' PVC drain to draw -down pond:
At Elev. = 33.0
= 79,000 sf SA PROVIDED
Orifice equation
Q = CA(2gh)^1/2
T = 2 days
STATE STORAGE VOLUME
= i3e,eee cF 130,650 CF
EMBANKMENT T
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfoll
event and needed repairs made immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 5.25' below water surface. Riser structure to be cleaned
if excess water above design surface no longer drains
properly.
3. Sediment to be removed from pond forebay when it is
approximately 25% filled or sediment level is within 5.25' of
water surface.
4. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Monual", Section 6.11, latest version. See next Sheet.
AS -BUILT SUMMARY (12-11-08) I
ITEM
AS -BUILT
J.
All slopes permanent vegetation
Yes
2,
Normal pool surface area
81,000
sf
3.
Normal pool Surface Elevation
33.0
MSL
4.
Pond depth (deepest point)
8.8
feet
5.
Bottom elevation (deepest)
24,2
MSL
6,
Orifice elevation
32.9
MSL
_
7.
Weir elevation (State storage)
34.5
MSL
8.
State storage volume
130,650
cf
9.
10' vegetated she l,f
Yes
10,
10' access
Yes
11.
Forebay
Yes
12.
Out(et elevation
33.0
MSL.
13.
Primary Spillway elevation
35.4
MS_
14.
Emergency Spillway elevation
36.0'MSL
15,
Embankment elevation
38.0
MS_
16.
Side slopes (typical,)
3: 1
to 5 1
17.
Orifice size
2"
PV,
EMERGENCY SPILLWAY EL = 3e-536.0
TOP OF ROX = 35,.e35.4
24"RCP 55 LF
1 PIPE
EMBANKMENT SECTION POND No.10
WELDED REBAR
TRASH GRATES,
GALVANIZED
0i1611I `I_IM
4'
WEIR CUT
J. 0'
WEIR CUT
WELDED BAR
TRASH RACK
BOLTED IN PLACE
ONE EACH BOX
a�35.39
90 ELBOW DOWN
8'BELOW WSEL 34.5 4
E1=3+t5
WSEL- 5
_j30 33.0 f
2'DIAMETER PIPE
PVC W/ GRAVEL COVER
- 5'
PLAN VIEW
h
N
NOT TO SCALE
3' WIDE WEIR CUT
0
wv=,33:0 ouncr
IN V= 32.97 PIPE
„�ra3z.s1 �
SECTION VIEW
OUTLET STRUCTURE DETAILS (POND 10)
NOT TO SCALE
FDo
-
ALL SLOPES
o n;
3:1 MAXIMUM
Foreboy volume
w
WSEL
20% of required
u
=33 0 33.0
storage, typical
II
Forebay
oo�tio�
Bottom
Elev.=228'0
OUTLET
PROTETION
° 4'min.
h
AS ONPLANS
FOREGAY SECTION DETAIL
NOT TO SCALE
77 'Z/
/
i
X 3a.6e A
93213.3 -SO FJ'.Ae
8-1001.7 SO. FT. 6' �' r/ / A3,a
32.10
1.86 ACRES
- -./� "
RIPAP-R
" A•, %� � _ - - 3a - - � - x
- - - / U,W/
2913
a 33,04
% 3]
/3 x31m z31.32 anJT z
36.� 3� / / / AV
RIP -RAP. 3J�13// /, \
333] X31.8 �' �tAl / / /�3921 \\ 2584
/ I / .29. 9
1
w
1
I I I I I i I i i C4�
1
% 39.32
. 2.31
� X \
%'!�9]\ \ \ \ \ \ \ \ \ \ � \ \ \\ \ \111
3
Or 0
\ _
03
633 V
,/All X 31.79
50 -
,
j
X
3ee9 �-
_41 03 ,
/ I
X .. I AX 39.26
3e64 \ �,
%)6S7 If
/1
32J� It X3e]2
It\II \\
X 36.ee
..\A� I .40 I I I I ! 1%3eH
X %OJ\\
Ix 6e V / X31 e2 3e9 I A
X3a66 A
� \
/RegUla I \ 3293� �Z 2.4f 36 RCp
/N&E: 1404 WETLANDS ON SITE AS1,SHOWN/ �� _[£ 3773 \\
I
/
POND#10
DESIGN WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 9,500 sf
Surface Area provided = 79,000 cf @ WSEL 33.0
Storage Votume required = 20,500 cf
Storage Votume provided = 130,000 cf @ WSEL 34,5
AS -BUILT WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 9,500 sf
Surface Area provided = 81,000 cf @ WSEL 33.0
Storage Volume required = 20,500 cf
Storage Volume provided = 130,650 cf @ WSEL 34.5
REV. NO. I REVISIONS I DATE
copyright p, Hanover Design Serwcee, P.A., All rights reeerved. Reproduction or use of the contents of this dacomen6 or additions or delellohe to this
document, 1h whole or part, Wthout written consent of the Lane Surveyor or Engineer, is prahbl ed. Ohl, oopiee hom the ariginW of teie document,
marked with the original signature and original seal of the Surwyv or Engineer, shall be coneloWed to be wlW and true copies.
F jAUtBForestlos-builtsjpondslPhose 6 Sed 1&2 Pond ASS Sheet 2
0' 40' 80' 120'
SCALE: 1 INCH = 40 FEET
DENR / DWQ SW8 060901
Asbuilt Pond 10
Brunswick Forest
Phase 6-Section 1�ga
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
CARMgt ",f
SE AL
20007
dsI7.6 m
OWNER: FUNSTON LAND & TIMBER, LLC
1007 EVANGELINE DRIVE
LELAND, NC 28451 910-383-1425
HANOVER DESIGN SERVICES, P.A.
LAND SURIVE ORS, ENGINEERS & LAND PLANNERS Y%
1123 Floral Parkway
WILMINGTON, N.C. 28403 ll�
PHONE: [phone]
Date:
12-11-08
Scale:
As Shown
Drawn:
MJL
Checked:
DSH
Project No:
Pond 10 asbuilt
Sheet No:
1
1
Of:

t1.0
,
v J•
/
/
/
WET POND#9
STATE STORAGE=
41,370 CIF 22981.9 SQ. FT.
%
x 3e27 0.53 ACRES
/
28730 3
x 3as8
- _
SQ" FT- - - K\3804
x 3a 0,66 �ACR rS,
x38.36/3.3
x�3.o3 x'@766
x 31,5� k\31 90 V A \ 9
1.4e 3t' /,t� u�
ea
/ �.,/ x; 31.7
e2 / > 105/ / x 35)33 / l / /
/',4/
.e j / 754
x 3z94
�25.94 Lxg� �� /// / RIP -RAP
/ / / / /
it / �/ i / / x3a./, ///i/ a� 5.72
or
i
4 / J/ / i
I / / x I x a5 � � I / / / / / ti of,
/ � ,
33/3
It X 31.60 �x 37.51 35.92 i' / RIP -RA /
1 / t �� �/� / / / / // / /a� '
4.2',i /o,J3 / / / / / EM.SPILLWAY LENGTH= 45'�
/ x 7.39 / - /
/ / x .81 - / 18 SPILLWAY EL= 365 36.2
I �
3
/ / / / TOP OF BANK= 3$:9 37.6
-
�I lI Ill I / Y3.Q ,E. S. x 3x' i 19 - \y1:2 \ `J//31.98 / // / jx 37.46
x 31, z7
X
3144
jx3L
x 31 72
I
x
Il / I / I / It / ` \ \ �lx 3122 / /
�%
h II �I I x 3Ja I 1 1 I 1 XN 54 / // / 31.48� / / // x 37.61
I CA COS / / / / I /
I
91
I
� I I
x31.72 // X 3 /
I
I
I
I
I
I
I
I
I
I
I I
I
7
I
I
I
I
i
I I
I
I
I
,
I
----
--------------
,
,
,
,
, s- ,
, G ,
I 1 \ 33,40
1 I i x.55
x-3 i / / x 36,85 II
I
x 33;SB�
I x 36.55 x 3677 I I
I i
i I I I I I
I'I I
i I �
I ,
I I
,
I
,
I �
,
,
,
i 1 '
, t
,
,
,
,
,
0'
30'
60'
90'
SCALE: 1 INCH =
30 FEET
I �
CI
I
I
D'
I
I
m
I
I
� I
I
I
OI
n
I
I
I
I
ml I
c
NOTE: 404 WETLANDS ON SITE AS SHOWN,
I
I
i
I
I /
STATE STORAGE VOLUME
_ ���- of 41,370 CIF
EMBANKMENT TOP=
.38'0 37.5
EMERGENCY SPILLWAY EL
= 34�-5 36.5
5
TOP OF BOX =
3�e" 35.71
STATE STORAGE ELEVATION = .34 34.9 WEIR CUTS =
34-� 34.86
NORMAL WSEL-
3 33.3 INVERT OUT= 3Z-e' 33.03
24"RCP
1 PIPE
10' WIDE, 10:1
\
VEGETATED
SHELF
Directly under
Water Surface
BOTTOM EL= 26re
25.3
EMBANKMENT SECTION POND III
N
r
N
r'>
it II
F_
:D Z:)
O O
w w
0 0
Ile-
BRUNSWICK FOREST -
wet detention/retention pond No.9
VOLUME REQUIRED: R=E(P)(Pj)(Rv)/121(A)
Design Calculation
Summary for NCDENR / DWQ
SEE PAGES A.1 and
A.2, 'Controlling Urban Runoff:
A Practical Manual
for Planning and Designing Urban BMPs'
(P)= 1"
WATER QUALITY CONSIDERATIONS
-
(Pj)= 0.9
Impervious area calculations:
See Project Data Sheet
(Rv)= 0.05 + 0. 9( 9,
3/14.4) = 0,631
(A)= 14.4
TOTAL IMPERVIOUS =
9.3 acres
R= E ( 1) ( 0. 631/121
( 14, 4) = 0.758 acre-feet
TOTAL AREA DRAINING
TO POND = 14.4 acres
14.4 acres total - 9,3
acres Impervious = 51 acre green
= 33,300 cf
REQUIRED STORAGE
37,500 cf
PROVIDED STORAGE @ ELEV. = 34.5
SA REQUIRED: 9.3 /
14.4 = 0. 65, or 65%
DRAWDDWN:
Average head from
storage elevation to orifice -
At 7.0' depth, 90%
TSS removal, from chart - SA/DA factor = 2,7
34.5 - 33.0 / 2 =
1. 5' 2' PVC drain to draw -down pond:
14.4 x 0.01 x 2.7
= 17,000 sf SA REQUIRED
Orifice equation:
Q = CA(2gh)^1/2
Elev. = 33.0
= 22,200 sf SA PROVIDED
At
T = 3 days
F-
ALL SLOPES
o
3:1 MAXIMUM
w
Forebay volume
WSEL
20% of required
3s
3O 33.3
=
storage, typical-
C)
- -
- -
,'off
Forebay
,00'
Bottom
OUTLET
,a 4'min.
Elev.= .2Cr0
PROTECTION
Qe
o
5
1
26.5
AS ON PLANS
FOREBA Y SECT/ON DETALL
NOT TO SCALE
DESIGN WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 17,000 sf
Surface Area provided = 22,200 cf @ WSEL 33.0
Storage Volume required = 33,000 cf
Storage Voturie provided = 37, 500cf @ WSEL 34.5
AS -BUILT WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 17,000 sf
Surface Area provided = 22,980 cf @ WSEL 33,3
Storage Volume required = 33,000 cf
Storage Votume provided = 41,370 cf @ WSEL 34,9
REV. NO. I REVISIONS I DATE
Cop,rlght p, Honow Oesr Ser,,ces, P.A., AN rights resere .. ReproducUan or use of Me contents of this document or oddltions or deletions to this
document in whole a pert without written ca¢enf of the Land Surve,or or Engineer, b prohibited. N1, coplee Iran the "tnd of thia document
maned with the ortpinoi atgnotura end odgind a" of the Sur *,ar or Engineer, anal be conxAhwe t to be u id and true copies.
F. IAll\BFo estlos-buy/tslomdslPhase 6 Sec 1&2 Pond ASB Sheet 2
WELDED REBAR
TRASH GRATES,
GALVANIZED
NOT TO SCALE
CENTERED OVER
WEIR CUT
BAR
6' 24"RCP RALSHDRACK
3' WIDE WEIR CUT
6„ BOLTED IN PLACE
4 ONE EACH BOX
4"
Ca EL=35.71
EIt35"5 4" 4"
90 ELBOW DOWN h 8"EL=34.86BELOW WSEL a
EL�3 4
4' WSEL-_ 5
WEIR CUT 33,0 33.3 1
3. 0' 17
` 2 DIAMETER PIPE
PVC W/ GRAVEL COVER
5'
a
24 RCP
OUTLET
PIPE
PLAN VIEW
N �
IF -
IN r0
rV=/N .03
33.31 -
£L-30.72
Grout 9
SECTION VIEW
OUTLET STRUCTURE DETAILS (POND 9 )
NOT TO SCALE
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfall
event and needed repairs mode immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 5.25' below water surface. Riser structure to be cleaned
if excess water above design surface no longer drains
properly,
3. Sediment to be removed from pond foreboy when it is
approximately 25% filled or sediment level is within 5.25' of
water surface.
4. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version. See next Sheet.
AS -BUILT SUMMARY (12-11-08)I
ITEM AS -BUILT
1.
All slopes permanent vegetation
Yes
2,
Normal pool surface area
22,980
sf
3.
Normal pool, Surface Etevation
33,3
MSL
4.
Pond depth (deepest point)
8.0
feet
5.
Bottom elevation (deepest)
25.3MSL
6,
Orifice elevation
33.3
MSL
7,
Weir elevation (State storage)
34,9
MSL
8,
State storage volume
41,370
cf
9.
10'vegetated shelf
Yes
10,
10' access
Yes
11.
Forebay
Yes
12.
Out Let elevation
33.0
MSL
13.
Primary Spillway elevation
35.7
MSL
14.
Emergency Spillway elevation
36,5
MSL
15,
Embankment elevation
37,5
MSL
16.
Side slopes (typical)
3: 1
to 5: 1
17.
Orifice size
2"
PVC
DENR / DWQ SW8 060901
Asbuilt Pond 9
Brunswick Forest
Phase 6-Section 1
k. LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
{
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C C tnw_ee_'f
SE AL
20007
2 A' e
dhollis 0 hdsilm
OWNER: FUNSTON LAND & TIMBER, LLC
1007 EVANGELINE DRIVE
LELAND, NC 28451 910-383-1425
Date:
12-11-OS
Scale:
As Shown
Drawn:
MJL
Checked:
DSH
Project No:
ASB-P6S1
HANOVER DESIGN SERVICES, P.A. Sheet Na:
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 Floral Parkway
WILM
WILMINGTON, N.C. 28403
PHONE: [phone]
Of:
1

Brunswick Forest
Phase 6-Section 1
Plans and Profiles &
Water Quality Plan
LOCATED /N THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROL/NA
DATE; AUGUST 2ooB
SCALE: 1 100v
OWNER / DEVELOPER:
Funston Land & Timber, LLC
1018 E. Grandiflora Drive
Leland, NC
910-383-1425
SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ# 8W8 031211
DLQ# BRUNS-2004-281
DLQ# BRUNS-2007-016
DWQ-SEWER# WQ0028587 (MOD)
DEH-WATER# 0501029
LEGEND
p IRON IN EXIST. CONC. MON.
��---- EXISTING SANITARY
SEWER & MANHOLE
---------- EXISTING WATERLINE
E.I.P. = EXISTING IRON PIPE
E.I.R. = EXIS77NG IRON REBAR
E.C.M. = EXIS71NG CONCRETE MONUMENT
I.S. - IRON SET
W/V = WATER VALVE
W/M = WATER METER
F/H = FIRE HYDRANT
PIP = POWER POLE
C.P. = COMPUTED POINT
+49.0 INDICATES SPOT ELEVATION
QP OUTLET PROTECTION (TYPICAL)
QS OUTLET STRUCTURE
NOTES FOR WATER SUPPLY AND INSTALLATION
1. ALL WATER MAINS TO BE SDR21 PVC PIPE WITH PUSH ON JOINTS.
SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED.
2. 3' MINIMUM COVER ON ALL WATER MAINS.
3. LOCATE ALL METER SETTINGS 5' FROM LOT LINE UNLESS OTERWISE NOTED.
4. ALL COMMERCIAL WATER SERVICE LINES TO TO BE 2" UNLESS OTHERNSE NOTED.
5. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH COUNTY DETAIL.
S. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE NTH COUNTY DETAIL.
7. ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED (SEE COUNTY DETAIL).
8. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
ACCORDING TO NORTH BRUNSWICK SANITARY DISTRICT SPECIFICATIONS.
9. ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED,
AND DISINFECTED IN ACCORDACE MATH THE SPECIFICATIONS.
ID. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER,
NORTH BRUNSWICK SANITARY DISTRICT, AND THE N.C. DEPT. OF ENVIRONMENTAL
HEALTH AND NATURAL RESOURCES. A PRE -CONSTRUCTION CONFERENCE
IS REWIRED. CONTACT: KENNETH HEWETT [phone].
11. ALL WATER SYSTEM WORK SHALL BE DONE TO NORTH BRUNSWICK SANITARY DISTRICT
DETAILS AND SPECIFICATIONS.
WATER SYSTEM - BRUNSMI0C FOREST (Phase 6 Section 1)�
PIPE WRIARY by LOCATIOMt
PLANTATION PINE WAY 1,050 LF 81PVC
SALES 6 WELLNESS CENTERS 910 LF 61PVC
WT L VATO
1050 LF 8' WATER MAIN TOTAL
910 LF 6' WATER MAIN TOTAL
SANITARY SEVER SYSTEM - BR MVICK FDtEST
PIPE and NANHOLE SMMARY ( Phase 6 Section 1)1
MH RIM INVERT LENGTH DIA SLOPE MH RIM INVERT
# EL EL LF IN % # EL EL
EX 19 39.40 20.84 104 8 0. 4e% 1 38.50 21. 28
1 38.50 21.38 323 8 0 41% 2 38.20 22.72
2 38.20 22.82 185 8 0, 42% 3 38.20 23.60
3 38.20 23.70 396 8 0. 41% 4 38.50 25,34
TOTAL
1008 LF 8' SEWER MAIN TOTAL
PIPE SUMMARY
Regulate¢
,WeVandsAr
NOTE: DELINEATED 404 \
WETLANDS LINE
I HAS BEEN APPROVED BY THE
U.S. ARMY CORPS OF ENGINEERS.
ISEE ACTION ID: 200101122,
SIGNED 9-10-01.
,
-----------------------------
INLET
GRATE
INVERT
LENGTH DIA.
SLOPE
INLET
GRATE
INVER
#
ELEV.
ELEV.
LF
INCHES
%
#
ELEV.
ELEV.
I
END
32.00
92
36
0.22%
3
37.30
32.20
3
37.30
32.20
156
36
0, 19%
4
37.30
32,50
4
37.30
33.00
176
30
0. 17%
5
37.30
33.30
5
37.30
33.80
148
24
0. 14%
6
37.50
34.00
5
37.30
33.50
40
24
0.50%
7
37.40
33.70
7
37.40
34.00
197
18
0. 15%
8
37.60
34.30
7
37.40
34.00
91
18
0, 33%
9
37.60
34.30
4
37.30
33.00
11
24
0.91%
4A
37.30
33.10
4A
37.30
33.10
13
24
0. 77%
4B
37.30
33.20
4B
37.30
33.20
11
24
0.91%
4C
37.30
33.30
5
37.30
33.30
17
24
0.59%
5A
37.30
33.40
5A
37.30
33.40
12
24
0.83%
5B
37.30
33.50
5B
37,30
33.50
12
24
0. 83%
5C
37.30
33.60
6
37.50
34.00
18
24
0, 56%
6A
37.50
34.10
6A
37.50
34.10
14
24
0. 71%
6B
37.50
34.20
6B
37.50
34.20
12
24
0. 83%
GC
37.50
34,30
3
37.30
32.90
32
24
0.31%
2
37.30
33.00
NOTE:CURB
INLET
BOXES TO
BE SIZED AS
NECESSARY
TO ACCOMODATE
OVERSIZE PIPES.
INDEX TO DRAWINGS
SHEET
No.
DESCRIPTION
DRAWING No.
1
OF
7
COVER SHEET and GENERAL NOTES
8829P6S1-Cov-1.
2
OF
7
PLANS and PROFILES Plantation Pine Way)
8829P6S1-2
3
OF
7
SITE PLAN (SALES CENTER)
8829P6SI-3
4
OF
7
SITE PLAN (WELLNESS CENTER)
8829P6S1-4
5
OF
7
STORM SEWER PROFILES
8829P6S1-5
6
OF
7
DETAILS & NOTES
8829P6S1-6
7 OF
7
STORM WATER PONDS & NOTES
8829P6S1-7
N. C. a
D OV40 r9e3i
r GENERAL NOTES: ,
1. This map is not for conveyance, recordation, or soles.
2. This property is not located within a special flood
hazard area according to Flood Insurance Rate Mop Community
Panel f37202196-OOJ, effective date June 2, 2006.
J. Topographic data furnished by Carolina Resource Mapping, Inc.
and not field verified. Additional topo from HDS, January 2005.
4. This property is zoned Town of Leland PUD.
5. Sewer service to be Town of Leland (public).
Water service to be NBSO (public).
100` 0' 100' 200'
SCALE IN FEET' 1 "= 100'
VI,
BENCHMARK LOCATIONS AND ELEVADONS
LOCATION:
ELEVATION
LI
REBAR FLUSH WITH GROUND AT INTERSECTION
OF U.S.HWY 17 AND BRUNSWICK FOREST PARKWAY.
30.91
F:\AII\BForest\MASTER DRAWINGS\res6\Plans-Profiles- ph6sl.dwg Layout (8829P651-Cov-1)
16T
LOCAT10
NOT TO SCJ"
MORE GENERAL NOTES:
1, ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
APPLICABLE STATE & LOCAL CODES.
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
THE STATE AND THE TOWN. CONTRACTOR RESPONSIBLE FOR ANY
ADDITIONAL REQUIRED PERMITS.
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE AWAY FROM BUILDINGS AND TO RECEIVING STRUCTURES.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
6. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS:
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
WATER MAINS.
b. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
OF 10' EITHER SIDE OF CROSSING.
c. WHERE VERTICAL CLEARANCE IS LESS THAN 12 BETWEEN SANITARY
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
d. WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN WATER
MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
7. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
B. ALL LOCAL RESIDENTIAL AND COLLECTOR ROADS ARE TO BE BUILT TO
NCDOT STANDARDS.
9. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
10. ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
11. TWO VALVES ARE REQUIRED AT "T" INTERSECTIONS AND ONE VALVE ON
THE WATER LINE TO FIRE HYDRANTS.
12. A BLOW -OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END"
WATER LINES.
STANDARD NOTES:
1
1.
Information concerning underground utilities was obtained from
available records. It shall be the responsibility of the
Contractor to determine the exact elevations and locations
of oil existing utilities of all crossings prior to
commencing trench excavation. If actual clearances are less
than indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
a modification of these plans shall be brought to the attention
of the Design Engineer before proceeding with construction.
2.
NO CONSTRUCTION IS TO BEGIN BEFORE LOCA77ON OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE -CALL" AT LEAST
48 •HOURS BEFORE COMMENCING CONSTRUCTION.
3.
All trees which ore not required to be cleared for
constuction shall be preserved wherever possible unless
otherwise directed.
4.
Contractor shall adjust all manholes, valve and curb boxes to
the final grade upon completion of all construction. Any boxes
damaged or otherwise disturbed by the Contractor shall be
repaired at the expense of the Contractor.
5.
The Contractor is responsible for controlling dust and erosion
during construction at his expense. Parking areas shall be
watered to control dust when ordered by the Engineer.
6.
No geotechnical testing has been performed on site. No p
J
warranty is made for suitability of subgrade, and undercut and o
w
any required replacement with suitable material sholl be the -
0-0
::E
2-
responsibility of the contractor.
Contractor responsible for geotechnical testing as necessary.
Cr
7.
Extreme care shall be taken to ensure minimum separations at
LIJ
oil utility crossings.
Q
B.
Contractor to ensure that street pavement is placed so as to dr M
positively to the roadway inlets and catch basins.
CC
9.
Contractor is responsible for obtaining all required permits. Q
C3
10.
This plan is for site utilities, grading, roadwork, and drainage only.
IM
individual site plans shall be submitted for parcel development.
p
11.
Affected Non -Municipal Utilities shall be contacted and provided
z
with plans and other pertinent information, when feasible, to
coordinate appropriate scheduling and placement. At the minimum
this should include BellSouth and CP&L.
Dote.
8-10-06
SCOW
1"= 100'
Drawn:
DBB
Checked:
DSH
Project Na
88291`651-Cov-1
Sheet No:
1
7
Of:

Brunswick Forest
Phase 6m
LOCATED /N rHE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROL/NA
DATE: Au&usr2oo6
SCALE: 11 "a 30'
I/
I
I
1
I
OI
FIN I
V)I
�I
I
1
I
1
I
I
I
1
I
I
I
I
1
I
I
I
1
I
I
1
I
I
I
I
I
1
1
I
I
I �Lr.l�,�•
4 XISTING
I E YDRA
�4S�EMBL
I
I
1
I
1
t"
I
Section 7
8" DIP
rI
SEWER LINE
SEE PLANS
& PROFILES
Sa
y
�, Ky s •
Et,
0
u
NOTES:
NOTES FOR WATER SUPPLY AND INSTALLATION
1.
THIS PLAN IS PRELIMINARY, NOT INTENDED FOR SALES, RECORDATION, OR CONVEYANCE.
2,
STREET LIGHTS WALL BE CONSTRUCTED.
1.
ALL WATER MAINS TO BE SDR21 PVC PIPE WITH PUSH ON JOINTS.
3.
LANDSCAPING & LIGHTING PLANS BY OTHERS..
SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED.
4.
SIDEWALKS TO BE PLACED ALONG ALL STREETS.
TO ALONG ALL R/W'S.
2.
3,
3' MINIMUM COVER ON ALL WATER MAINS.
LOCATE ALL METER SETTINGS 5' FROM LOT LINE UNLESS OTERWISE NOTED.
5.
A 10 FT. IN WIDTH NON -MUNICIPAL UTILITY EASEMENT BE LOCATED
4.
ALL COMMERCIAL WATER SERVICE LINES TO TO BE 2" UNLESS OTHERWISE NOTED.
6.
FOR REFERENCE SEE DEED BOOK 1833 PAGE 180, M.B. 24 PAGES 237 THRU 240.
5.
FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH COUNTY DETAIL.
7.
ALL STREETS TO BE PUBLIC (BUILT TO TOWN OF LELAND STANDARDS / N.C.D.O.T.
6.
7,
BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH COUNTY DETAIL.
COUNTY DETAIL).
ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCK ED SE6 60U
S.
PAVEMENT AND 1iiU®GRADE 5TANDARDS),
Affected Non-Munelpol Utilities shall be contacted and provided with plans
A.
�
ALL CONNECTIONS TO EXIBTINO WATER LINE AND NORE9 D DIE DONE
and other pertinent information, when feasible, t0 Coordinate appropriate.
p9.
ACCORDING TO BRUNSWICK COUNTY SPECIFICATIONS.
ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED,
scheduling and placement. At the minimum this should Include BellSouth
AND DISINFECTED IN ACCORDACE WITH THE SPECIFICATIONS.
NCNG, and Progress Energy.
10.
ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER,
9.
Refuse collection by dumpster and private hauler.
NORTH BRUNSWICK SANITARY DISTRICT ENGINEERING DEPT. AND THE N.C. DEPT. OF
HEALTH AND ENVIRONMENTAL NATURAL RESOURCES, A PRE -CONSTRUCTION CONFERENCE
0.
10.
Handicap Romps provided at all intersections.
IS REQUIRED. CONTACT: KENNETH HEWETT [phone].
1
Site will meet all Zoning requirements.
11.
ALL WATER SYSTEM WORK SHALL BE DONE TO NORTH BRUNSWICK SANITARY
12,
All State and Federal Permits shall be obtained during final design stage.
DISTRICT SPECIFICATIONS.
c,
NOTE: ADDITIONAL YARD INLETS
MAYBE INSTALLED BY LANDSCAPERS
TO --FACIA- TE POSITIVE DRAINAGE
TO STORM SEWER SYSTEM & POND.
O Amla
or; + T
+
$ee Existing NCDENR/DLO
Permit# BRUNS-200-016
For Required Erosion
FIRE HYDRANT
+38.4 ASSEMBLY Control Measures.
+.z (TYPICAL) /
I
n' N°a G ns risen'''
7
WHERE REVERSE CROWN 1' R
IS REWIRED CUTTER SHALL
SLOPE AWAY A$ SNOYWT 1/4" R
• MOST APPLICATIONS
IN PARKING LOT \
GT
zs CADOOTT SmD.Ces'fo 4C /r
/ \ BB 2.dSPILL SITE -Fad '4 ���
I J \\ 5A AT NC RfMP (TYPICAL) ' / .75' Lf
I I N '7 �_ _ �� _ ''S �� STANDARD CURB SECTION
I ! \ \ - --_-- - / \�1 smm
1` . r• To B INLET 90X" i O�V TYPE OA"
"1 l V l TO BE SIZm AS TYPE r
I , .5 NECESSARr To / 5\
ACCOMODAIE OVERSIZE
T
I \ 6B - T _i
i WELCOME N PIPES. 10_,- 5
_ _ _ _ _ _ a, CUM INLET BOXES 7 5 , .3D, JD I
CENTER uniC�P N70 ECESSARY
ARY AS
l - _ _ - - N ° r1 M e nt AECCCOMODA1ETODVERSIZE 18'
PLANS BY OTHERS) x ____-- �' se' o RIES "• REVERSE CROWN 0.5" Curbing
______-- Ea 4 CONC. SPACE
CL (TYPICAL)
PROPOSED LANTATION PI ----------------------- Ut;�;t`J SIDEWALK (TYPICAL) V
v� 8 PVC 50PRIV NE WAY 1 AISPHALTof S9 SA
i WATER LINE ATE R/W NOTE WELL: ,i NOTE: CONTRACTOR TO ENSURE THAT GRASSED
j:if a 1. ROAD IS CROWN. STREET PAVEMENT & CURBING IS PLACED AREA
30' 0' 30' 60' BENDS & FITTINGS 2. PARKING LOT IS INVERTED CROWN. TYPE A 8 ABC BASE COURSE
AS NECESSARY. SO AS TO DRAIN POSITIVELY TO CURB CURB I NOTE WELL:
MINE INLETS AND DRAINAGE STRUCTURES. TYPICAL PARKING BAY SECTION
1"= 30' PAVEMENT EASED Pi AND OMMENs"B"ADE
A1ON OF E07EC
MAYBE INCREASED PER RECOMMENDATIAN OF GfOTECNNICAL
NOTES:
1, ALL RUNOFF FROM ANY IMPERVIOUS SURFACE
TO BE DIRECTED TO INLETS AND STORM SEWER SYSTEM
BY SWALES, OVERLAND FLOW, OR ADDITIONAL LANDSCAPING
INLETS IF NECESSARY.
2. ALL ROOF DRAINS TO BE DIRECTED TO MANIFOLD
COLLECTION SYSTEM INTO STORM SEWER, OR TO PARKING LOT.
BY SWALES, OVERLAND FLOW, OR ADDITIONAL LANDSCAPING
YARD INLETS.
r copydol
L h rr,wr ar� i P.A.'ic"ww.I 0 M, o,f Sv,�"IyW v tion �uYnr ryAW� rO`1y COPW hw,, M. a er MN�a Wt, Ine
make) Nth IM V*W ovP w,d W"a two, ar ew svrm. w E qh•w• Moo W ••n•No oo to e• qle •,M ew ••Pile
F:\AII\BForest\MASTER DRAVVNGS\res6\Plans-Profiles-ph6si.dwg (Layout Soles Center-3)
LEGEND
E.I. - EXISTING IRON
I.S. - IRON SET
E.C,M. - EXISTWG CONCRETE MONUMENT
R/W - RIGHT-OF-WAY
P/P - POWER POLE
M LIP - LIGHT POLE
CV- - - STORM DRAINAGE STRUCTURE
0' B GRAIE INLET
: 0 EXIST. SANITARY SEWER MANHOLE
EXIST. WATERLINE It F/H ASSEMBLY
EXIST. DRAINAGE PIPE
--s--. EXIST. GAS LINE
05f, DRAINAGE FLOW
+49.0 INDICATES SPOT ELEVATION
<49.0> LOCALIZED HIGH POINT
(+) INDICATES ELEV. LOCATION
® WETLANDS
FLOWDFECTION
STANDARD NOTES:
1, Information concerning underground utilities was obtained from
5. The Contractor is responsible for controlling dust and erosion
ovoiloble records. It shall be the responsibility of the
during construction at his expense. Parking areas shall be watered
Contractor to determine the exact elevations and locations
to control dust when ordered by the Engineer.
of all existing utilities at all crossings prior to
6. No geotechnical testing has been performed on site. No warranty
commencing trench excavation. If actual clearances ore less
Is made for suitability of subgrode, and undercut and any required
than indicated on Plan, the Contractor sholl contact the
replacement with suitable material shall be the responsibility
Design Engineer before proceeding with construction.
of the contractor.
Any condition discovered or existing that would necessitate
7 Extreme core shall be taken to ensure minimum separations at oil
a modification of these plans shall be brought to the attention
of the Design Engineer before proceeding with construction.
utility crossings,
a contractor to ensure that pavement is p/oced so as to drain
2. NO CONSTRUC #ION IS TO BEGIN BEFORE LOCATION OF EXISTING
positively to the street and parking lot Inlets and catch basins. AM
U77LI77ES HAS BEEN DETERMINED. CALL 'NC ONE -CALL" Ar LEAST
roof drain downspouts to be directed to the storm sewer system.
48 HOURS BEFORE COMMENCING CONSTRUCTION,
9. Contractor is responsible for obtaining oil required permits.
J. All trees which are not required to be cleared for
10. This plan is for site grading, utilities, siting, and drainage only.
constuction Shall be preserved wherever possible unless
See building plans for details on utilities hookups to buildings, etc.
otherwise directed
11.Contractor and Builder are responsible for coordinating Finished Floor
4. Contractor shall odprst all manholes, valve and curb boxes to the
Elevation of oll buildings with the Owner and the Architect.
final grade upon completion of all construction. Any boxes
12.Affected Non -Municipal Utilities shall be contacted and provided with plans
damaged or otherwise disturbed by the Contractor shall be
and other pertinent information, when feasible, to coordinate appropriate
repoired at the expense of the Contractor
scheduling and placement. At the minimum this should include BellSouth
and Progress Energy.
NOT TO SCALE CONSULTANT.
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING
STORM
SEVER
SUMMARY -SALES
CENTER/PLANTATIOt
PINE
MAY
PIPE
SUMMARY
INLET
GRATE
INVERT
LENGTH
DIA,
SLOPE
INLET
GRATE
INVERT
W
ELEV,
ELEV.
LF
INCHES
%
M
ELEV.
ELEV,
1
END
32. 00
92
36
0. 22%
3
37. 30
32, 20
3
37. 30
32. 20
156
36
0, 19%
4
37. 30
32. 50
4
37.30
33.00
176
30
0. 17%
5
37.30
33.30
5
37.30
33.80
148
24
0. 14%
6
37.50
34.00
5
37.30
33.50
40
24
0.50%
7
37.40
33.70
7
37. 40
34. 00
197
18
0. 15%
8
37, 60
34, 30
7
37. 40
34. 00
91
18
0, 33%
9
37. 60
34. 30
4
37. 30
33. 00
11
24
0. 91 %
4A
37. 30
33. 10
4A
37. 30
33, 10
13
24
0. 77%
413
37. 30
33. 20
4B
37.30
33.20
11
24
0.91%
4C
37.30
33.30
5
37. 30
33. 30
17
24
0. 59%
5A
37, 30
33. 40
5A
37. 30
33. 40
12
24
0, 83%
5B
37, 30
33. 50
511
37.30
33. 50
12
24
0, 83%
5C
37.30
33. 60
6
37.50
34.00
18
24
0.56%
6A
37.50
34.10
6A
37.50
34.10
14
24
0.71%
6B
37.50
34.20
6B
37.50
34.20
12
24
0, 83%
6C
37.50
34.30
3
37,30
32. 90
32
24
0, 31%
2
37.30
33. 00
NOTE:CURB
INLET BOXES TO
BE SIZED
AS
NECESSARY
TO ACCOMODATE
OVERSIZE
PIPES.
OWNER: FUNSTON LAND 8t TIMBER, LLC
1018 E. Grandiflora Drive
Leland, NC 28451
9103934425
STRUCTURAL:
McFayden O'Briant
Consulting Engineers
3808 Park Avenue
Wilmington, NC 284M
910-7914000
ARCHITECT:
ISMS Architects, PC
514 Market Street
Wilmington, INC 28406
910-762-2621
LANDSCAPE
ARCHITECT:
Haden Stanziale
614 Market Street
Wilmington, INC 26"
910-762-21121
MORE GENERAL NOTES#
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
APPLICABLE STATE h LOCAL CODES
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
THE TOWN OF LELAND.
S CARE SHALL BE TAKEN DURING FINAL GRADWO TO ENSURE POSITIVE
DRAINAGE AWAY FROM BUILDINGS AND TO RECEIVING STRUCTURES
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY IELOCATICNS
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UNITIES WITH APPLICABLE AUTHORITIES
5, CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS AND ANY OTHER STRUCTURES INCLUDING TREES
STUMPS AND DEBRIS EXISTING ON SITE TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
6. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS:
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
WATER MAINS
It. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL BE DUC77LE IRON PIPE FOR A NINWMRUM
OF f0' EITHER SIDE OF CROSSING.
C. WHERE VERTICAL CLEARANCE IS LESS THAN 12- BETWEEN SANITARY
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF GROSSING.
d WHERE VERTICAL CLEARANCE IS LESS THAN 12' BETWEEN WATER
MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE RRDII
PIPE FOR A MINIMUM OF IV EITHER SIDE OF CROSSING.
7. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS
8. ALL SANITARY SEWER MARLS TD BE 8' UNLESS OTHERWISE INDICATED.
9. ALL WATER MAINS TO BE 8' UNLESS OTHERWISE INDICATED.
to. TWO VALVES ARE REQUIRED A 'T' INTERSECTIONS AND ONE VALVE ON
THE WATER LINE TO FIRE HYDRANTS
It. A BLOW -OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL 'DEAD END'
WATER LINES
12 WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE
MARKED WITH No.10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH
AND STRAPPED TO THE PIPE WITH DUCT TAPE THE INSULATED WIRE 15 TO BE
STRIPPED ID BARE WIRE AND SECURED To ALL VALVES AND nTIRIGS THIS
WIRE IS TO BE ACCES98LE IN ALL VALVES AND METER BOXES FOR FUTURE
LOCATION OF FACILITIES
13. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, MEE PROTECTION
FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES
AND NO CONSTRUCTION WORKER- TQQLS MATERIALS OR VEHIG.ES ARE PERMITTED
WITHIN THE TREE PR07EC710N FENCING.
14. TRAFFIC CONTROL DEVICES (BNC.UUNG SIGNS AND PAVEMENT MARKINGS) IN AREAS
OPEN TD PUBUC TRAFFIC ARE TO MEET MUTCO (MANUAL ON LWFORM TRAFFIC
CONTROL DEVICES) STANDARDS.
1.5
PROECT SHALL COMPLY WITH NOW CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METERS CANNOT BE RELEASED UNTIL ALL REQUIREMENTS
ARE MET AND THE STATE HAS OV1:N THEIR FINAL APPROVAL
16. IF THE CONTRACTOR DESIRES NBSD WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
17.
ANY IRRIGATION SYSTEM SUPPLIED BY NBSD WATER SHALL COMPLY WITH THE LTTYS
CROSS CONNECTION CONTROL REGULATIONS
18 ANY BACKFLOW PREVENTION DEVICES REOUIRED BY NOW WILL NEED TO BE ON
THE UST OF APPROVED DEVICES BY USCFCCCHR OR ASSE
U
-�
;
0
_-5� i
GENERAL NOTES: 'W
t
1. This map is not for conveyance, recordation, or soles. �jti
2. This property is not located within a special flood S
Flood Insurance Rate Map Communiix
H
hazard area according to
Panel IE37202196-00J, effective date June 2, 2006.
J. Topographic data furnished by Carolina Resource Mopping, Inc.Q-
L
and not field verified. Additional topo from HDS January 200!<
T
4. This property is zoned Town of Leland PUD.
5. Sewer service to be Town of Leland (public).
Water service to be Brunswick County (public).
Site Plon, Utilities, Grading, and Notes
Brunswick Forest
Phase 6-Section 1 (Sales Center)
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grondiflora Drive
Leland, NC 910-353-1425
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS TT TT
319 WALNUT STREET
WIL
NIMINGTON, N.C. 28401
PHONE: [phone]
Dote:
8-10-06
Scale:
1 J0'
Drown:
DBB
Checked:
DSN
Project No:
8829P6S1-J
Sheet No:
3
7
ON.

Brunswick Forest
Phase 6-Section 1
LOCATED /N THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROL/NA
DATE: AUGUST 2ooe
SCALE: IIN 40'
NOTES:
1. ALL RUNOFF FROM ANY IMPERVIOUS SURFACE
TO BE DIRECTED TO INLETS AND STORM SEWER SYSTEM
BY SWALES, OVERLAND FLOW, OR ADDITIONAL LANDSCAPING
INLETS IF NECESSARY.
2. ALL ROOF DRAINS TO BE DIRECTED TO MANIFOLD
COLLECTION SYSTEM INTO STORM SEWER, OR TO PARKING LOT.
BY SWALES, OVERLAND FLOW, OR ADDITIONAL LANDSCAPING
YARD INLETS.
2
REVISED PER NCDENR COMMENTS
8/31/06
1
REVISED PER NBSD COMMENTS
8/16/06
REV. NO.
REVISIONS
I DATE
a�oax t h rMW'e « t .Mil I 0 1 R&IMW W FnpNw,'I" ox,twit of IM w P/ 61M O"Ir WPNe�W""em"'" me o W& or pn�eal""[ "ttI 10 Tel,
."w ,xA IM dpY .IAI o 019I $001 W M. Sump, W r"0' M w tw .a".iDwee I. " Mid one Irv, ..Pail
LEGEND
E.I. - EYJS7NG IRON
LS - IRON SET
E.C.M. - EXISTING CONCRETE MONUMENT
R/W - RIGPT-OF-WAY
P/P - POWOR POLE
w L/P - LIGHI POLE
b-
-- SICRII DRAINAGE STRUCTURE
El ORATE INLET
EXIST. SANITARY SEWER MANHOLE
EXIST. WATERLINE A F/H ASSEMBLY
EXIST. DRAINAGE PIPE
-c-. EXIST. GAS LINE
Q Jyaj DRAINAGE FLOW
+49.0 INDICATES SPOT ELEVATION
<49.0> LNOCCAAUZED HIGH ELEVATION
IN V. + INDICATES ELEV. LOCATION
® YETLANDS
FLOW DIRECTION
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grandiflora Drive
Leland, NC 28"1
910-3834425
STRUCTURAL: McFayden O'Briant
Consulting Engineers
3808 Park Avenue
Wilmington, NC 28406
..1A 7,AA AAAA
ARCHITECT: BMS Architects, PC
614 Market Street
Wilmington, NC 28406
910-762-2621
LANDSCAPE
ARCHITECT: Haden Stanziele
514 Market Street
Wilmington, NC 28406
910-762-2621
STANDARD NOTES:
1. Information concerning underground utilities was obtained from
available records. It shall be the responsibility of the
Contractor to determine the exact elevations and locations
of oil existing utilities at all crossings prior to
commencing trench excavation. if actual clearances are less
than indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
a modification of these plans shall be brought to the attention
or the Design Engineer before proceeding with constructfon.
2 No CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
U77LI17ES HAS BEEN DETERMINED. CALL INC ONE -CALL" A LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
J All trees which are not required to be cleared for
conduction shall be preserved wherever possible unless
otherwise directed.
4. Contractor shall adsf all manhole
s, I valve and curb boxes to the
o
final grade upon completion or all construction. An Any boxes
damaged or otherwise disturbed by the Controctor shall be
repaired at the expense of the Contractor.
NOTES:
NOTES FOR WATER SUPPLY AND INSTALLATION
1.
THIS PLAN IS PRELIMINARY, NOT INTENDED FOR SALES, RECORDATION, OR CONVEYANCE.
1.
ALL WATER MAINS TO BE SDR21 PVC PIPE WITH PUSH ON JOINTS.
2.
STREET LIGHTS WILL BE CONSTRUCTED.
SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED.
3.
LANDSCAPING & LIGHTING PLANS BY OTHERS..
2.
3' MINIMUM COVER ON ALL WATER MAINS.
4.
SIDEWALKS TO BE PLACED ALONG ALL STREETS.
3.
LOCATE ALL METER SETTINGS 5' FROM LOT LINE UNLESS OTERWWSE NOTED.
5.
A 10 FT. IN WIDTH NON -MUNICIPAL UTILITY EASEMENT TO BE LOCATED ALONG ALL R/W'S.
4.
ALL COMMERCIAL WATER SERVICE LINES TO TO BE 2" UNLESS OTHERWISE NOTED.
6.
FOR REFERENCE SEE DEED BOOK 1833 PAGE 180, M.B. 24 PAGES 237 THRU 240.
5.
B.
FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE NTH COUNTY DETAIL.
BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH COUNTY DETAIL.
7.
ALL STREETS BUILT TO TOWN OF LELAND STANDARDS N.C.D.O.T.
( /
7.
ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED (SEE COUNTY DETAIL).
PAVEMENT AND SUBGRADE STANDARDS).
B.
ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
B.
Affected Non -Municipal Utilities shall be contacted and provided with plans
9.
ACCORDING TO NBSD SPECIFICATIONS.
ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED,
and other pertinent Information, when feasible, to Coordinate appropriate.
AND DISINFECTED IN ACCORDACE WITH THE SPECIFICATIONS,
scheduling and placement. At the minimum this Should include BellSouth
10.
ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER,
NCNG, and ProgTess Energy.
ress gy.
NORTH BRUNSWICK SANITARY DISTRICT ENGINEERING DEPT. AND THE N.C. DEPT. OF
9.
Refuse collection by dumpster and private hauler.
HEALTH AND ENVIRONMENTAL NATURAL RESOURCES. A PRE -CONSTRUCTION CONFERENCE
10.
Handicap Ramps provided at all intersections.
11.
IS REQUIRED. CONTACT: KENNETH HEWETT [phone].
ALL 'WATER SYSTEM WORK SHALL BE DONE TO NORTH BRUNSWICK SANITARY
11.
Site Will meet 011 zoning requirements. te.
g Q
DISTRICT SPECIFICATIONS.
12.
All State and Federal Permits shall be obtained during final design stage.
7 5' 3030'
GENERAL MOTES.-
1. This map Is not for conveyance, recordation, or sales.
2. This property is not located within a special flood
hazard area according to Flood Insurance Rate Mop Community
Panel /37202796-OOJ, effective date June 2, 2006.
J. Topographic data furnished by Carolina Resource Mopping, Inc,
and not Field verified. Additional topo from HOS, January 2005.
4. This property is zoned Town of Leland PUD.
5. Sewer service to be Town of Leland (public).
Water service to be Brunswick County (public).
5. The Contractor is responsible for controlling dust and erosion
during construction at his expense. Parking areas shall be watered
to control dust when ordered by the Engineer.
6. No geotechnicol testing has been performed an site. No warranty
is made for suitability of subgrode, and undercut and any required
replacement with suitable material sholl be the responsibility
of the contractor.
7. Extreme core shall be token to ensure minlmurr separations at all
utility crossings.
8. Contractor to ensure that pavement is placed so as to drain
positively to the street and parking lot Inlets and catch basins. All
roof drain downspouts to be directed to the storm sewer system,
9. Contractor is responsible for obtaining all required permits.
10. This plan is for site grading, utilities, siting, and drainage only.
See building plans for details on utilities hookups to buildings, etc.
11.Contractor and Builder are responsible for coordinating Finished Floor
Elevation of oil buildings with the Owner and the Architect.
12Affected Non -Municipal Utilities shall be contacted and provided with plans
and other pertinent information, when feasible, to coordinate appropriate
scheduling and placement. At the minimum this should include BellSouth
and Progress Energy.
18'
4"GONG. REVERSE CROWN 0.5' Curbing
PARKING (TYPICAL)
SIDEWALK
SPACE 1.5" of S9.5A
(TYPICAL) ASPHAL T
GRASSED
TYPE B I� �� 8'ABC BASE COURSE AREA
CURB NOTE WELL:
PAVEMENT THICKNESS AND SUBGRADE REQUIREMENTS
TYPICAL PARKING BAY SECTION MAYBE CONSUL TANT.�� PER RECOMMENDAOON OF (EOTEI IHNBCAL
NOT TO SCALE CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING
STORM
SEWER SUMMARY -WELLNESS
CENTER
PIPE
SUMMARY
INLET
GRATE
INVERT
LENGTH DIA.
SLOPE
INLET
GRATE
INVERT
#
ELEV.
ELEV.
LF
INCHES
%
#
ELEV.
ELEV.
1
END
32.00
150
36
0.20%
2
37.90
32.30
2
37. 90
32. 30
115
36
0.
17%
3
37. 90
32, 50
3
37.90
32.50
65
36
0.31%
4
37.90
32.70
4
37.90
32.70
116
36
0.
17%
5
38.20
32.90
5
38.20
33.30
151
30
0.
13%
6
39.40
33.50
6
39.40
33.50
126
30
0.24%
7
38. 10
33.80
7
38. 10
34. 50
68
18
0.
44%
9
38, 50
34, 80
9
38.50
34.80
138
18
0.
14%
10
38.50
35.00
10
38.50
35.00
126
18
0.
16%
11
38.50
35.20
7
38. 10
33.80
132
18
0.
15%
8
36.60
34.00
9
38.50
34.80
142
18
0.14%
9A
39.50
35.00
9A
38.50
35.00
125
18
0.16%
9B
39.50
35.20
3
37.90
34.00
166
18
0.
18%
3A
37.90
34.30
3A
37.90
34.30
85
18
0.24%
3B
37.90
34.50
3B
37.90
34.50
118
18
0.
17%
3C
37.90 90
34.70
2
37.90
33.80
70
18
0.29%
2A
37.90
34.00
NOTE:CURB
INLET
BOXES TO
BE
SIZED
AS
NECESSARY
TO ACCOMODATE
OVERSIZE
PIPES.
GREGORY
R
VAIERE REVERSE CROWN 1' R -
15 REQUIRED CUTTER SHALL
SLOPE AWAY AS SHORN
MOST APPLICAMNS 1 1/4' R
N PARKING LOT \
STANDARD CURB SECTION
TYPE -A" enm
Note Well:
See Existing NCDENR/DLQ
Permit# BRUNS-200-016
For Required Erosion
Control Measures.
MORE GENERAL NOTES:
1. ALL CNIS18UC1101 77 CXOW TO WIN Or LOAND STAWAAOSI
APPLICABLE STATE k LOCAL CODES
2 CNIRACTOP 70 ODCRLNNATE ANY KO O1RM OWIRCE WHY
THE TOWN Or LELAND.
3 CARE 9AU BE TAKEN R MO FINAL GIADNIO A WK POSIMIE
WA NACE ANY FROV ANANGS AND N RECEINNG SI WWRES
4. CYALNACIDP 6 95VIBULE FOR OUNIR/ATI N OF ANY THIOCATNI'A
RE-AIKTNENIS LISf.OWBW OR Cp1[CTIOVS CIF 07SiNO
UTILITIES WIN APPLIC48LE AUTHORITIES.
S CLEARING AND MUM Or 9E NO RaW RaWAL OF EMSINO
arA ASPHALT, KE74 AV ANY ow sowilAES sawn; w=
SIM AND BERNS 011SINC ON SE RMES N)T KMW A BE
aEAIED FOR COYSMTM SIM REMAIN LUMS ODEW DKCIFD.
B WOW SFPARATNN W& BE MANTAAED AS FTILONS
a HUNIOVTAL CLEARANCE Of D REEY BENEEN SVIOARY SM ND
WATER MANS.
D. NTERE aim O.LARANCE IS LESS RAN 18• BETWEEN smrABY
SW AND TRIER W MERE SEVER LIE CROSSES ABOIE WATER
MARL BOAR PIPES SIAIL BE ACTIE IRON PIPE fW A WONT
OF IW EITHER SIDE OF OWSSWC.
c Off 1ERTN'K aMAME 5 LESS RAN Of BETWEEN SANTARY
SEVER AID SNA91 OPARL SANTANY SEWER SIM BE DWILE AW
ARE FM A NEW Or 1110IER SUE CE t-UG
A. WERE 1fRWAL allRANCE SIM WAN It SEND NO
MAN AND SMIN WAR MIR MAN SIM BE DW RIE IRON
PRE FOR A W I NN OF 10' BRER SUE OF OROM
7. SEE DETAL SLEEIS FOR 11111011. UTUIES HIMM
B ALL SWTARY SENT? WINS W BE 8' KESS OI ERASE AWIIR
9 ALL MER WINS RI BE 8" KESS ONERNSE NNGRB.
1O TWO VALWS ARF NEQW AT 'Y N7ERSECTUN6 AND K WV E ON
111E MIER LIE TO FIE 110MIS
It A NON -OFF VAIE 6 KOMRD AT BE I TORS Or ALL TW DID'
WATER LINES
12 IM PIC WINS AND SERVOS ARE PROPOSER RE PIPES ARE 70 BE
MANED NN & 10 NSW AIEO Offfff off NSIALI D NE FWINE LBDIN
AND STRAPPED 10 BE PANE NRI AV TAPE RE MAD NWE 6 TO BE
STRAPED TO BARE NRE AM SE M TO ALL KIES AID RTNMG.S HIS
NNE 6 TO BE ACCESSIU N ALL VAKS AND IEER BWES FOR FUTAE
LOCANN OF FACILITIES
13 POW TO ANY "ARK QW6 IF C IRICNN ACIIVn TIEE PROIRMIN
FOKK KL LE 111619 D AROW PROUD N95 OR MOVES Or IRES
AMT NO CMSTRLC71ON NORItERS, IDOLS MAIWAS 07 LIMES ARE PEWNTIED
N110 THE RTEE PROTECIIOV FENCING
1d TRIFRC CONOM KWCES (NaWW SQ6 AID PAELMWT KWNIIS) N AREAS I
WEN ID RINK MARU ARE 10 MEET LIIIID (MANUAL at INFOPM R'AFF1C
COMIld DENCES) STAWADS
13 FRDECT AWL COMPLY NTH AIBSD GHOST CLNIECINIV CONTRA.
REOIINBENTS MINER METERS CANDT LE ROLM M ALL REt c
ARE MET AND Of STATE HAS (10 REIN FNYAI. APPROVAL
1B F THE CONWACTAP DESIRES AM MIER FOR COYSAUCRON FE 9M 1�==
ADVAAWI FOR W SERIRX AND WEST FIRM A BEDOaD FRf59/E'
RAWIOW PREOWN Of/NT a/ I E DETELOPERIS SUE CE Of MIER
17. ANY W41 N SYSTEM SIVPLED BY AM MIER 9MLL CIMLY WIN 11&01`�
OW CONECNN CC N a REAAANIpL4 [L ¢
IE ANY BAa ROW RMIXN DESIRES REND BY RE CMWIY ALL
DE UST a AI'PAOIfO LI MLES BY USITMON W AS%
z
40' 0' 40'
SCALE 1"= 40'
Site Plan, Utilities, Grading, and Notes
Brunswick Forest
� n 1 Wellness Center)
Phase 6 Sect■ o
LOCATED IN TOWN OF LELAND BRUNSINCK COUNTY, NORTH CAROLINA
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OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grandifloro Drive
Leland, NC 910-383-1425
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE 910 343 e002
Dote:
8-10-06
Scale:
1"-- 40'
Drown:
DBB
Chackelk
DSH
Pro)ect No:
8829P6S1-4
Sheet No:
4
o<:
N
n
ICa
rM
F:\AII\BForest\MASTER DRAWINGS\res6\Plans-Profiles-ph6sl.dwg (Layout Wellness Center-4)

STORM SEWER SUMMARY -SALES CENTER/PLANTATION PINE WAY
SIMMKORMIERMORMEMEDIMM
oil
= mw-
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Ell
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STORM SEWER SUMMARY -WELLNESS CENTER
3-24" RCPs
21
CIF
PIPE
SUMMARY
INLET
GRATE
INVERT
LENGTH DIA.
SLOPE
INLET
GRATE
INVERT
- -
#
ELEV.
ELEV.
LF
INCHES
%
#
ELEV.
ELEV.
1
3
END
37.30
32. 00
32.20
92
156
36
36
0. 22%
0. 19%
3
4
37. 30
37.30
32. 20
32.50
4
37.30
33.00
176
30
0. 17%
5
37.30
33.30
-
38
5
37.30
33.80
148
24
0. 14%
6
37.50
34.00
5
7
37.30
37.40
33.50
34. 00
40
197
24
18
0.50%
0. 15%
7
8
37.40
37. 60
33.70
34. 30
7
37. 40
34. 00
91
18
0. 33%
9
37. 60
34. 30
___ __
4
4A
37.30
37. 30
33.00
33. 10
11
13
24
24
0.91%
0. 77%
4A
411
37.30
37. 30
33. 10
33. 20
4B
37.30
33.20
11
24
0.91%
4C
37.30
33.30
5
37.30
33.30
17
24
0. 59%
5A
37.30
33.40
-
34
5A
511
37.30
37.30
33.40
33.50
12
12
24
24
0.83%
0.83%
5B
5C
37.30
37.30
33.50
33.60
6
37.50
34.00
18
24
0.56%
6A
37.50
34.10
6A
37.50
34.10
14
24
0.71%
6B
37.50
34.20
6B
3
37.50 34.20
37.30 32.90
NOTE:CURB
12
32
INLET
24
24
BOXES TO
0.83% 6C
0.31% 2
BE SIZED AS
37.50
37.30
34.30
33.00
30
NECESSARY
TO ACCOMODATE
OVERSIZE PIPES.
M
Eul
m
o
o
a
133
M
No
0
MENEM
Ell
N
o
MMF
I
i
no
IWO
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ima
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go
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IMONNEM
-
QM
STORM
SEWER SUMMARY -WELLNESS CENTER
PIPE
SUMMARY
____________________xxaxxxxxxxxxxaxxxxxxxxxxxxvxxxxxxxxxxxxxxxxxxxxvxxxxxxxxxxxxx
INLET
GRATE
INVERT
LENGTH DIA.
SLOPE INLET GRATE
INVERT
#
ELEV.
ELEV.
LF
INCHES
% # ELEV.
ELEV.
1
END
32.00
150
36
0.20% 2 37.90
32.30
2
37.90
32.30
115
36
0. 17% 3 37.90
32.50
3
37, 90
32. 50
65
36
0. 31% 4 37. 90
32. 70
4
37.90
32.70
116
36
0. 17X 5 38.20
32.90
5
38. 20
33, 30
151
30
0. 13% 6 39. 40
33. 50
6
39, 40
33. 50
126
30
0. 24X 7 38. 10
33. 80
7
38.10
34.50
68
18
0.44% 9 38.50
34.80
9
38.50
34.80
138
18
0. 14% 10 38.50
35.00
10
38.50
35.00
126
18
0.16% 11 38.50
35.20
7
38.10
33.80
132
18
0. 15X 8 36.60
34.00
9
38.50
34.80
142
18
0. 14% 9A 38.50
35.00
9A
38.50
35.00
125
18
0. 16% 9B 38.50
35.20
3
37. 90
34, 00
166
18
0. 18% 3A 37. 90
34. 30
3A
37.90
34.30
85
18
0.24% 311 37.90
34.50
3B
37.90
34.50
118
18
0. 17% 3C 37.90
34.70
2
37.90
33.80
70
18
0.29% 2A 37.90
34.00
NOTE:CURB
INLET
BOXES TO
BE SIZED AS
NECESSARY
TO ACCOMODATE
OVERSIZE PIPES.
�AV
VID
NORTH CAROLINA ENVIFt��ENTAL
MA^dAGEMEN� SSION
Al. Ei"
GUALITY
DIVISION OF VV
Storm Sewer Profiles and Additional Details
Brunswick Forest
Phase 6 - Section 1
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NOR774 CAROLINA
CARO(�N
ESSIp'',,q
SEAL
20007
-t( -O`P
0 hdsilm.com
OWNER: FUNSTON LAND dt TIMBER, LLC
1018 E. GrandiHora Drive
Leland, NC 910-383-1425
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS do LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: [phone]
Date:
8-10-06
Seale:
1 '= 40'
Omen:
DBB
Checked:
DSH
Project No:
8829P6S1-5
Sheet No:
5
w:

NOTES FOR WATER SUPPLY AND INSTALLATION
1. ALL WATER MAINS TO BE SDR21 PVC PIPE WITH PUSH ON JOINTS.
MATERIALS REQUIRED.
P TE
SEE SPECIFICATIONS FOR ADDITIONAL E
2. 3' MINIMUM COVER ON ALL WATER MAINS.
3. LOCATE ALL METER SETTINGS 5' FROM LOT LINE UNLESS OTE RNSE NOTED.
4. ALL COMMERCIAL WATER SERVICE LINES TO TO BE 2" UNLESS OTHERWISE NOTED.
5. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL AS SHOWN.
6. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH DETAIL AS SHOWN.
BLACKED SEE COUN
TY DETAIL).
BE AD€ LATELY
N AND 7E€S SHALL Q) 7, ALL BENDS
8. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
ACCORDING TO NORTH BRUNSWICK SANITARY DISTRICT SPECIFICATIONS.
9. ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED,
AND DISINFECTED IN ACCORDACE WITH THE SPECIFICATIONS.
10. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER,
NORTH BRUNSWICK SANITARY DISTRICT ENGINEERING DEPT. AND THE N.C. DEPT. OF
HEALTH AND ENVIRONMENTAL NATURAL RESOURCES. A PRE -CONSTRUCTION CONFERENCE
IS REQUIRED. CONTACT: KENNETH HEWETT [phone].
11. ALL WATER SYSTEM WORK SHALL BE DONE TO NORTH BRUNSWICK SANITARY
DISTRICT SPECIFICATIONS.
NOTE:
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN OF LELAND
AND THE NORTH BRUNSWICK SANITARY DISTRICT (NBSD).
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE, THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
APPLICABLE COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
CASTING
1-1/2' 1-2
;._,.: A..•Z" s a_.N :. N.M.
12" "• 12"
TYPICAL DETAIL
MONUMENT CASTING & BASE
N.T.S.
4.5' 31' 31'
1s'
4"GONG. REVERSE CROWN 0.5' Curbing
PARKING (TYPICAL)
SIDEWALK SPACE CL
(TYPICAL) 1-112" S9.5A
ASPHALT
GRASSED
TYPE "A" H
H
8'ABC BASE COURSE AREA
CURB
TYPICAL PARKING BAY SECTION
NOTE WELL.
NOT TO SCALE
PAVEMsFWT THICKNESS AND SUBGRADE REQUIREMENTS
MAYBE INCREASED PER RECOMMENDATION OF GEOTECHNICAL
CONSULTANT.
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING
STANDARD
SIDEWALK
DETAIL �P
xn DPP
�P
Q
4' OR VWIDE
EXPANSION JOINT
T 30' INTERVALS(TYP)
1iA
2 A
1 .
i:f
A i
Q� ti A.
1" SCORE(TYP)
L&1
A A.
.k * i.
< A
_k ki
A t
�I
PROPERTY_ NI
LINE \
•
1
e
-- -
n goo 1
I.
L
♦
•• 1 10 N`
�� \\
\! \ 9 •
\ � E
•
E •
4
OG.i'O�PG✓DPP
WIWI
S A L
FOUNDATION
..i
p
DUCTILE IRON and RC PIPE
MATERIAL
SECTION C-C
BENDS AND TEES
PIPE ZONE
D(SQ)
NOTE• NL TIE". NINE MO ebt•18 MMLL BE LACKED MWKEf i1•I E1RTN
4V VERTICAL BENDS
WITH aAse ° 00N
\
6" O.D. 6'
MIN MIN
/
FINAL BACKFILL-•
PIPE
SIZE AS INDICATED
ON THE PLANS -
INITIAL BACKFILL
CLASS 1 -
STABLE
FOUNDATION
V PIP MATERIAL
PIPE BEDDING DETAILS
R
WHERE REVERSE CROWN 1' R
IS REWIRED GUTTER SHALL
SLOPE AWAY AS SHOWN I 1/4" R
• MOST APPLICATIONS \
N PARKING LOT
/
STANDARD CURB SECTION
TYPE "A" •�41
N.T.S
PIPE
DOA.
BENDS
BENDS
/
2BEND5
TEES
PLUGS
45'VERT.
A
B
A
B
A
8
A
8
C
D
D
3"
B"
10"
5"
10"
3"
8"
5"
12'
6"
14"
21
0.2
4"
B"
10'
5"
10"
3"
8"
5"
12'
6"
14'
21
0.2
6"
12"
B
9"
B
6"
B
12
8
10"
20"
27"
0.4
8'
74"
12
12"
10"
8
12"
14"
12
12"
26"
33"
0.8
STANDARD WATER MAIN THRUST BLOCKING
N.T.S.
1'-e'■ I. -ON .000
--.
STANDARD AwLwuY
HANDICAPPED PARKNO
SNWf TO READ.
MAXIMUM PENALTY SIGN
'RESERVED PARmw*
3k .1" TUBE
W7H IDENTFlCATI N
EX D CO
EXTENDED Wro .PROVIDE
SYMBOL, BOLT TO STEEL
PIPE
YVBE WITH 3/e' Cmanum
MELDELEDD
WATE24'.RTIGHT CAP,
HT CAP,
PANT
PLATED NUTS. BOLTS
IN NcgHT
PANT WIN PA4A6118
`'BLACK
AND WASHERS
COME.
rMNT In uN
NOW, Elan MAY R
vElLow
OBTAINED FROM:
BYXASTEEL PIPE
CAD SAFETY
FILLED NTH CONCRETE
41% AVENUE N.
NASHVE4 1N
PAVEMENT
6T5-2A-2T1)
1'-6'GA
CONCRETE
BASE
M BARS X le
LORD EACH WAY
THROUGH
PIPE
e
�
J/
BLOCK
P
ILAN
HYDRANT AS
AS REQUI a
SPECIFIEDLER
MUELLER OR
APPR
EQUAL
o
'11
$
V
m
i33n
BARREL
CRUSH m
BOCK
`��
PPE SENDING
a'M'
R
A6 REDHAiN:D
/4T
ELBOWS
TYPKX OUSEL- 6.5
I'ND E,j
STORNWATER RE D;6 PG10
.
•
{'
pN INTO
EXTENSION
POND,
POND,
AS PER NBSD
CONCRETE TMUST
CONCRETE SASE
/54•RFEN
BLOCK
20'R20'n' MM.
tBk IBk6' MIN.
a'WRANE WE
E
ELEVATION
2NMIN.
SUPPORT AS REQUIRED
wax
PO BOTTOM
DRY HYDRANT INSTALLATION
N.T.S.
24'
REVERSE CROWN 0.5' Curbing
IVC, / (TYPICAL)
1.5" of S9.5A
ASPHALT
GRASSED GRASSED
TYPE A'AE/ I 8"ABC BASE COURSE AREA
CURB
1 H
NOTE WELL:
TYPICAL STREET SECTION MAYBE
11r CKNE55 AND OMME DA RN OF EMENTS
CECITEC
MAYBE INCREASED PER RECOMMENDATION OF DEDTECNNICAL
(WELLNESS CENTER) NOT TO SCALE COIISOLTANT.
CONTRACTOR RESPONSIBLE FOR COMPAC77ON TESTING
I
LANDSCAPE LANDSCAPE
TIMBER TIMBER Z
C.I. BOX & COVER
C.I. BOX & COVER N
Z
2
/I�ELBOW
MAXIMUM 45' YANG v
LATERAL SWEEP AS REQUIRED - -
TO REACH OPTIMUM
DEPTH
-- I GLUED CAP
ANGLE 45'ELBOW
VARIABLE SLOPE AS
1.5% MINIMUM 45' REQD. LATERAL
18RJIPPLE &
GLUED CAP
BEDDING AS �� SSWWEEMAXIMUMPE DLAC
SPECIFIED 1' )/ REQUIRED
SE
WER NEAR SIDE LATERAL
FAR SIDE LATERAL
NOTE: USE WYE FITTINGS AT SERVICE
STANDARD SERVICE CONNECTION
TO SANITARY SEWER
N.T.S.
Forest\MASTER DRAWINGS\res6\Plons-Prorfles-PhSol.dwg Layout (Details-6)
3/4'
CONTINUOUS CONCRETE COPING
F'--7RrtrtfAAAAME && CRATE
---
FRAME AND CRATE
DEWEY BROS.No.CH-BN-3A
OR EQUAL,
PRECAST
CONCRETE W
CATCH
BASIN
;1
a
W
N
4
REINFORCING 4'-0"
SECTION ON VIEW #4 BARS 0 12"OC EW PLAN VIEW
CATCH BASIN DETAIL
N.T.S.
IN PARKING LOT
,ioo
.�IlB
e1 I
►4E�OI
•III!
!
:.
5i
r<II
010,s'
gips
0,E+�
m
b r-B D£WfY BROS '0 CH-BN-3A
OR 600VAL£NT
0-0 T d-T TK 0-3 3Y1•
MINIMUM AVERAGE ) fICHT
e f7Z%. a 195 LBS
n GRATE 145 LBS
SECTION 'A -A'
b
0'-5 1/4" 1'-1 1/2" 0'-5 I/4' ro
6 3 3/4' B a
0'-3 3/4'
bl 4
0'-0 I/2'
B-B
b
BJ m "
1/4' 1'-4 1/8' 0'-81/4- .D
SECT/DrV
2'-B 5/8" c
PLAN NEW
GRILL BASIN CASTINGS
N.T.S.
TREE PROTECTION DURING CONSTRUCTION
TREES. NO VEHICLE SHA
LL BE ALLOWED TO PARK
H 1 0 NOT COMPACT BENEATH EE . D
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS OF
COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DE ES I THESE "FEEDING ROOTS OCCUR
WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
EQUIPMENT.
NT
THE BARK WITH LAWNMOWERS CONSTRUCTION Q UIPM
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT'OR ANYTHING ELSE
DAMAGE FROM
OCCURING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TIN THE TREE AND HOLDING IT
ARE TIAL IN SUPPORTING
TRUNK. THERE E ESBEN
UPRIGHT IN HIGH WANDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL
TREE
EXCAVATION.
METHOD OFREE
PROTECTION DURING
CONSTRUCTION
" NTs
HANDICAPPED PARKING
SIGN DETAIL NTS
CLEANOUT FRAME & COVER
I 777 1
I
I I I 3/4'
11 11 8 15 18'
ZEM
II II
TOP VIEW 7 FINISHED GRADE "*+T3
77 8' - 4
MINIMUM OF 8" BETWEEN
CAP & COVER
NOTE:
Ej
1. BOX EQUIVALENT TO
IN
ENNIS ENTERPRISES
NO. EEVB-001
w
2. STD. WEIGHT 30 LBS.
z u�
4"-45' BEND
z
v
18" NIPPLE &
�
I w
i GLUED CAP
STANDARD CLEANOUT
N.T.S.
I Ile
3/r
4" PIPE
4" WYE
2'-6"
STANDARD N.C. STOP
STOP SIGN
6'
TO 12'
o
2" PIPE
iI STANDARD
2'-6"
INFORMATION
51S:N
0 -6w
12 IN,
WITHOUT CURB
OR GUTTER MIN.
o
(PARKING
BASH - SPIN
STREET NAME
4
$5.00 FINE
sm
0'-6 3/4"
PIPE
i�
SEE NOTE)
MIN.
2 -0"
H1 WITH SLOPE -FACE
m
CURB
WITH CONCRETE CURB
STANDARD
& CUTTER
SIGN INSTALLATION
LOCATION
NTd
GENERAL NOTES
I. LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE BATH THE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSNCIED FOR
F ANY REASON AFTER SEPTEMBER
OR ALTERED OR
REPAIRS. CORRECT ON OF UTILITIES
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS E
ME
RE BOTH CURB AND GUTTER AND
1873 SHALL PROVIDE WHEEL(ALL RAMPS FOR THE PHYSICALLY HANDICAPPED AT LL INTERSECTIONS NH
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW,
FIRE HYDRANTS. DROP
TAIL DRAWINGS. HOWEVER E %IS7MG LIGHT POLES
2. WHEELCH
AIR RAMPS SHOULD BE LOCAT
ED AS INDICATED W DE
INLETS. ETC. MAY AFFECT PLACEMENT.
II. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1"-1' (12: 1) ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 4D' (3'-47, 'MOTHS MAY EXCEED 40" IF NECESSARY.
3' USE CLASS `A' CONCRETE WITH THE SURFACE HAVING A ROUON, NON-SKID TYPE FINISH.
4, 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
TI TI
5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE a THE GOVERNING BODY WINCH HAS JURISDICTION OF THE PARCULAL STREET.
III. ADDITIONAL NOTES:
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION BAD( WHERE MARKED (SEE NOTE 8).
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINMNO OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK LINE.
3. THE WIDTH OF THE PEDESTRIAN CROSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REOUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE 1T IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REWIRED TO STOP IN
COMPUANCE WITH A TRAFFIC SIGNAL. STOP SIGN, OR OTHER LEGAL REQUIREMENTS.
5. PARKING SHALL BE EUMINAIED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
PRINTING OFFICE, WASHINGTON, D.C. 20402.
GUIDELINES FOR
WHEELCHAIR RAMPS
1/2" EXPANSION JOINT 1/2" EXPANSION JOINT VAR
molomm
•walm
1 1
IP
VERTICAL BREAK---- FACE OF CURB
IN CURB SLOPE NOT TO
SEE NOTE 2 -0" 10'-0" MIN EXCEED 12:1
PED-X-ING
PLAN VIEW WHEELCHAIR RAMP
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(B)
NITS
GENERAL NOTES
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH OR DRAINAGE -WAY.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
BEFORE ANY CONSTRUCTION BEGINS.
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LAYDOWN & STOCKPILE AREAS
(TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).
PAVED AREA UNPAVED AREA
FINISHED GRADE
ASPHALT PER PRECAST CONCRETE
NCDOT SPECIFICATIONS COLLAR
ABC STONE PER FINISH
NCDOT SPECIFICATIONS
GRADE
�z
3'-0" MIN.
VALVE DETAIL
NOT TO SCALE
VALVE BOX W/LID
LID MARKED "WATER"
M.J. GATE VALVE
1 INSULATED USC APPROVED REDUCED
1 I COVER PRESSURE ZONE (RPZ)
1 H BACKFLOW PREVENTER I
12" ice- ASSEMBLY I I
I 1 FLANGED 1 I
I I COUPLING DRESSER
& ADAPTER � � COUPLING
i I I i
f-SLOPE TO SUMP I '
FlNLSHED GRADE _ . _ _ _.. ,':",H , FINISHED GRADE
i�����/��� SUMP, No.57 CONCALOCK
j\\\%. WASHED STONE SU
PPORT
/GROUT 3 \\\////��\\\Y//\\j
RPZ BACKOW PREVENTERS \�
REWIRED FOR ALL \\.���i\�\T
SERVICES OVER 1' DIAMETER.
NOTE; USC APPROVED BACKFLOW
PREVENTERS REQUIRED ON ANY SERVICE
DETAIL - BACKFLOW PREVENTER LINES OVER 1" DIAMETER.
N.Ti. U5E USC APPROVED MODEL.
FEBCO MODEL 860 MASTER SERIES RPZ
OR APPROVED EQUIVALENTS
2 REVISED PER NCDENR COMMENTS n/•
1 REVISED PER NBSD COMMENTS
REV. NO. REVISIONS D
CoPyHot 44 Hai~ VftW 3MMaVq PA, AN rlPWb reWWO. ReprOWCNO" W uM or III. a Wtl a bb dPCWn."4 a CWYWbb a 6NMtbM to
domA t b -Aofe or port ma,mrt wRtM oaneMf of Oro Lod Ayw or Owhow. Is w"Hod. GNY ovof.e Mom IM wvk w or Mb docvmM4
mmE.d wfN, Me m*Wd drofr, and mgiro' Row of Me SnV Pr or EhgkM, dwA be wruieema to Me IdW Bad Iran copies.
SEE OBSTRUCTION DETAI
SIDEWALK
VAR
SEE NOTE(
.10' MIN
PED-X-ING
SEE NOTE 2(TYP) "''"•?.
4'-O"
2'-0'
TYPICAL LOCATION OF WHEELCHAIR PEDESTRIAN CROSSWALKS & STOP BARS
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(A)
NTS
ADDITIONAL DETAILS & NOTES I
Brunswick Forest-r
Phase 6 - Section 1
LOCATED IN TOWN OF LELAND_ BRUNSWICK;000NTY. NORTH CAROLINA
H UARQ
�ESSIQ%
SEAL
20007
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grondifloro Drive
Leland, NC 910-383-1425
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
- WILMINGTON, N.C. 28401
PHONE: [phone]
Date:
8-10-06
Scalm
As Shown
Drown:
DBB
Checked
OSH
Project Na:
8829P6S1-6
Sheol No:
6
O1: 7
I

I
I
/
/
I
I
I
I
I
1
I
I
/
I
I
1
I
1
/
1
�
)eD 7.0.0
30' 0' 30' 60' 90'
SCALE IN FEET: 1 30, \
STATE STORAGE VOLUME
= 37,500 cf
EMBANKMENT
100-YEAR W1.
37.8
J
:L = 36.5
L- 36.41
35.5
A PORTABLE PUMP
TO BE USED TO
DRAIN POND IN AN
EMERGENCY.
rn
EMBANKMENT n
5
1 - - - - a
w
10' WIDE, 100 QP
�i VEGETATEDSHELF OS
Directly under
Water Surface
/ El.- 32,0 to 33.0
i Aquatic Vegetation Zane
EMBANKMENT SECTION POND NO-9
FOREST- Wilt detentlon/retent ion panel 9
VOLUME REQUIRED R-I(P)(PJ)(R0/121(A)
Rumorf,
BRUNSWICK
SEE PAGES A.I and A. 2, 'Contra 11 Ing Urban
Additional Calculation Summary For NCDENR / DWg
A Pratt scot Manual for Planning and Designing Urban Dips'
(P)- 1'
WATER QUALITY CONSIDERATIONS -
(PJ)• 0.9
Impervious area calculations' $ee "Jecs Data Sheet
(Rv)• 0.05 + 0. 9(9. 3/14. 4) • 0. 631
TOTAL IMPERVIOUS - 9.3 acres
(A)• 14.4
R. I(U(0.631/123(14.4) • 0.758 acre-feet
TOTAL. AREA DRAINING TO PIND 14.4 acres
= 33,300 cf REQUIRED STORAGE
14.4 acres total - 9.3 acres Inpery l ous • 3.1 acre green
37,500 cF PROVIDED STORAGE @ ELEV.• 34.5
SA REQUIRED 9.3 / 14.4 - 0.65, or 65X
DRAWDOWN.
head from storage elevation to orifice -
At 7.0' depth, 90X TSS removal, from chart - SA/DA Factor 2.7
Average
34.5 - 33.0 / 2 = . 75' 2' PVC drain to craw-doero Pond'
14.4 x 0.01 x 2.7 • 17,00D sf SA REQUIRED
Orifice equateom 0 - CA(29h)^1/2
At Elev. = 33.0 = 22,200 sf SA PROVIDED
T = 4 days
PEAK DISCHARGE SUMMARY -
/
0(10) pre -developed = 17 cfs
fa
O
0(50) pre -developed = 26 cfs
Q(100) pre -developed = 30 cfs
0(10) post -developed - 2 cfs 8 WSEL 34.9
0(50) post -developed = 6 cfs a WSEL 35.2
0(100)post-developed = 9 cfs @ WSEL = 35.4
STATE WATER QUALITY POND CONSIDERATIONS -
+ + S(j31•c'3�'J
Surface Area required = 9,500 sf
03N�
Surface Area provided = 79,000 cf 8 WSEL 33.0
Storage Volume required = 20,500 cf
Lp
Storage Volume provided = 130,000 cf @ WSEL 34.5
Storage Volume Drowdown Time = 2 days
SEDIMENTATION POND CONSIDERATIONS -
Storage required • 12.6 X 1800 • 22,680 cf
Storage provided = 79,000 cf +
\
FOREBAY CALCULATION:
Foreboy Volume = 54,350 cf
207 Volume of Storage = 272,725 X .2 = 54,745 cf
NOTE: 404 WETLANDS ON SIIE AS SHOWN.
/ EM.SPILL LE1ddTH
SPILLW EL- (�6.5 '
TOP F _ 3&/ %
i�
/Kegulated. "
etl,a hds Area ,
I I
1
I
ELEV.
AREA
VOL. STORAGE STORAGE
(Ft)
(Sf)
(cf)
(cf)
(ac-ft)
33. 0
22,200
-
-
-
34.0
25,500
23,850
23,850
0, 55
34.5
27, 200
25,500
37,500
0.86
35. 0
28,900
27,200
51,050
1. 17
36.0
32,500
30,700
81,750
1. 88
37.0
36,200
34,350
116,100
2, 67
38.0
40,000
38,100
154,200
3. 54
STATE STORAGE at EL-34.5 37,500 0.86
PEAK DISCHARGE SUMMARY
Q(IO) pre -developed = 20 cfs
0(50) pre -developed = 30 cfs
Q(100) pre -developed = 35 cfs
0(10) post -developed = 19.3 cfs 2 WSEL - 36.4
0(50 post -developed = 25 cfs 8 WSEL = 37.3
D(100)post-developed = 27 cfs R WSEL = 37.8
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 17,000 sf
Surface Area provided - 22,200 cf B WSEL 33.0
Storage Volume required = 33,000 cf
Storage Volume prove ded = 37, 500 cf 2 WSEL 34.5
Storage Volume Drowdown Time = 3 days
SEDIMENTATION POND CONSIDERATIONS -
Sterage required = 14.4 X 18M - 25,920 cf
Storage provided = 51,600 cf +
FOREBAY CALCULATION:
Foreboy Volume - 10,200 cf
20% Volume of Storage = 51,625 X .2 = 10,325 cF
NOTE. 404 WETANDS ON SITE AS SHOWN
AQUATIC VEGETATION ZONE
FROM EL= 32.0 t0 EL- 33.0
SUITABLE SPECIES FOR PLANTING IN
THIS ZONE ARE AS FOLLOWS
- SACITTARIA LATIFOLIA (COMMON ARROWHEAD)
- SAGITTARIA LANC/FOIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZARDTAX)
- PELTANDRA WRONICA (ARROW ARUM)
IF ONE OR MORE OF THE SUCCES7ED SPECIES
IS UNAVAILABLE, APPROPRIATE WETLANDS
VEGETATION COMMON TO THE COASTAL CAROLINA
REC40M MAY BE SUBSTITUTED.
STATE STORAGE VOLUME
= 130,000 cf
AQUATIC VEGETATION ZONE. -
FROM EL- 32.0 TO EL- 33.0
SUITABLE SPECIES FOR PLANTING IN
INS ZONE ARE AS FOLLOWS:
SAGITTARIA LATIFOLIA (COMMON ARROWHEAD)
- SAGITTARIA LANCIFOLIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZAROTAIL)
PELTANDRA VIRCINICA (ARROW ARUM)
IF ONE OR MORE OF THE SUGGESTED SPECIES
IS UNAVAILABLE, APPROPRIATE WETLANDS
VEGETATION COMMON TO THE COASTAL CAROLINA
REGION MAY BE SUBSTITUTED.
ELEVV, AREA VOL. STORAGE STORAGE
(Ft) (Sr) (cf) (cf) (ac-Ft)
33. 0 79,400 - - -
34.0 87,500 83,450 83,450 1.92
34.5 91,600 871
500 130,000 2.98
35. 0 95,700 91, 600 175,050 4. 02
36,0 104,200 99,950 275,000 6.31
37. 0 112,800 108,500 383,500 8.80
38, 0 121,500 117, 150 500,650 11. 49
STATE STORAGE at EL-34,5 1301000 298
m I
EMBANKMENT n
5 b
24"RCP 55 LF
1 PIPE
10' WIDE, 10.1 OP
VEGETATED
SHELF OS
Directly under
Water Surface
El.= 32.0 to 33.0
Aquatic Vegetation Zone
EMBANKMENT SECTION POND No.70
BRUNSWICK FOREST- Wet detention/retention pond No. 10
VOLUME REQUIRED, R=C(P)(PJ)(Rv)/f 2]f A>
SEE PAGES A. 1 and A. 2, 'Cantrol Ung Urban Runoffs
Additional Calculation Summary far NCOENR / DWQ
A Practical Manual far planning and Designing Urban BMPs'
(P)- 1'
WATER DUALITY CONSIDERATIONS -
(PJ)= D.9
Impervious area calculations, See Project Date Sheet
(Rv)= 0.05 + 0. 90. 5/12. 6) = 0. 443
(A)12.6
TOTAL IMPERVIOUS = 5.5 acres
R= E(I)(0.443/123(12.6> = 0. 465 acre -Test
TOTAL AREA DRAINING TO POND = 12.6 acres
00 cf REQUIRED STORAGE
1 acre green
12.6 acres total - 5.5 acres Inpery sous = 7,130,
30, 000 cf PROVIDED STORAGE @ELEV.= 34.5
SA REWIRED 5.5 / 12.6 = 0. 44, or 44%
DRAWDOWN,
Average head From storage elevate on to or l f l cc
At 7. 0' depth, 90Z TSS removal, from chart - SA/DA factor = 1.7
3C 5 - 33.0 / 2 = .75' 2' PVC dro In to draw -down pond
12.6 x 0.01 x 1.7 = 9, 300 of SA REQUIRED
or If Ice squat tom 0 = CA(2gh)"1/2
At Elev. 33.0 - 79,000 of SA PROVIDED
T • 3 days
61min. 12'min. SEE PLAN F=
ALL SLOPES o
3:1 MAXIMUM I OR FES
Forebay volume LiOUTLET
20% of required
' M 33.0 -storage, typical II PIPE
_
1.0 `o(c Forebay
'
a gm Elev.= 26.0 PPRROTECTION
�.a 4�min. AS ON PLANS
die
FORESAY SECTION DETAIL
NOT TO SCALE
On
01
Ise - I■�IrS�Ly;� �
MWP
4-
s
0 b ' e r I
PRock to top of pipe
both sides
SLOPE La-15'
OP EMBANKMENT
r 6,
d50 - 3- STONE
dMAX - B'
Lo Or 15'
See Narrative for APRON THICKNESS =
_I additional details 1.d
ke
1-24'RCP
2'min. O' APPROXIMATELY OP
NOTE: FILTER FABRIC IS TO 5 CY
BE PLACED UNDER ALL STONE
INLET AND OUTLET PROTECTION.
USE NICOLON MIRAn 60OX
POLYPROPYLENE, OR EQUIVALENT OUTLET PROTECTION
SIDE VIEW NTS
.. %/ t
tom,. /
�tegulatedJ
V1�etlands Ar
EM SPILLWAY LEND
' A
i-"SPILLW{r ;f -36
' - TOP QF BANK= 3t
G11ET P ND#10
Pond L= 33.0
surface= 79,000 sf
Minimum epth=7.0
210, \
Note Well:
See Existing NCDENR/DLQ
Permit# BRUNS-200-016
For Required Erosion
Control Measures.
1
REVISED PER NCDENR COMMENTS RE' b/ L(' BUJ J
9/19/06
REV. NO.
REVISIONS
DATE
CWMghl C. lionvOw I oOr Sank*+, PA. M right. rwe oed RWoduo(bn w vas or Ma o Wla or Ikb dodo I, w sleek" a Ewo(io"a ro Ihb
OPP iwnl, M who,, or par(• •1Maot w lim can.I or the Lood Sys, ar ErghW, Is Pn &iW-. Only oap(.. awn M. P,"ol of lhb dot -1.
m JtW Nth tM w41601 AWMIUF. oM adpaiw ..d of M. SiWYOw w E09b ,, MW be OoOi aOo to G wed one a,,. aopew,
0
Z_L
Fo�e� y
►1
r
ro
A PORTABLE PUMP
TO BE USED TO
DRAIN POND IN AN
EMERGENCY.
0
Z
/
A
0
4
40' 0' 40' 80'
SCALE IN FEET. 1` 40'
U �O�°�D
STORM WATER PONDS & DETAILS {FORTH CAROL1NA ENA I {0 `' Date'
Brunswick Forest hnariaEMEi.T cc e �'' U°""''� 8-10-os
Phase 6 we Section 1 DIVISION or VA,As o�aLr�'r Shown
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA Drown:
SEAL
20007
�'C1 NE�Q•`�
-' �/^ � ✓J• LJLY
dhollis ® hdsilm.com
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grondifloro Drive
Leland, NC 910-383-1425
GN SERVICES, P.A.
HANOVER DESI
LAND SURVEYORS ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WLMINGTON, N.C. 28401
PHONE: [phone]
Fj
Cherketl:
OSH
Propat Na
8829P6S1-7
Sheet No:
7
a: 7
F:
l

4899.8 ACRES TOTAL
-61 ACRES SUNNY POINT RAILROAD R/W
-10.82 ACRES S.R. 1553 R/W
-0.81 ACRE HEWITT BURTON RD. R/W
4827.2 ACRES NET PROJECT AREA
4827.2 ACRES TOTAL PROJECT AREA
157.7 ACRES C-2 ZONING
4669.5 ACRES PUD ZONING
4669.5 ACRES X 0.05 = 233.5 ACRES COMMERCIAL ALLOWED IN PUD ZONE
4669.5 ACRES X 0.05 = 233.5 ACRES OPEN SPACE REQUIRED
233.5 X 0.25 = 58.38 ACRES ACTIVE OPEN SPACE REQUIRED
" Brunswick Forest West "
WEST OF SUNNY POINT RR
Future Development
FUTURE DEVELOPMENT
Commercial
30.7 ACRES
FUTURE DEVELOPMENT
Commercial
10.3 ACRES
DOUGLAS STANLEY,-
357-453 \
�0
c
ELLEN HIBBARD
1181-946
" Brunswick Forest East "
EAST OF SUNNY POINT RR
Stormwater Master Conceptual Plan
7
<� No•
Y.
<� kA
Cj.
0o v • N BRUCE B. CAMERON
FUTURII\
Civic
70.2 ACRES �S�\
4.
FUTURV
i -
FUTURE
35.6 ACRE
Parcef G
II _
718 I 652 1 869 1 810 /
RODRICK HILL 559 229 865 I 641 / \
P.B. 81 PG. 337 \
EDWARD BURTON 699
ESTATE 1923 /
P.B. Q PG. 110
635
175 0 /
704 /
09,31
/ FUTURE
Commercial
7.1 ACRE
FUTURE DEVELOPMENT
Parcel E
384.5 ACRES
a&
DAVIS FARM TRACT
� ' 1
�1
�1e
lot
WETLANDS
\\
N
�\
PINEY BRANCH ` o`\
\ Q_
To Piney branch
trib. Jackey's Creek
a
•
K �
y a
s s • • i y
e• ,yy K • e��\°e\
' Pending Perrn K K 'y� a ' \\
• `x-Wp POND No JL-1 �''+ + �
K \\
CTION 1 \
K K s \\
Y
•
a
ryyy,, �(��s • • • • a s p s a s • a y�g �jy
a§ e • K s s• K a s s K a �... � \�
7ffi \
WETLAND AREA
182
AC.
77
AC.
96
AC.
116
AC.
239
AC.
139
AC.
133
AC.
1. 7
AC.
6
AC.
160
AC.
54
AC,
8
AC.
25
AC.
C-2
37 AC.
DENSITY ALLOCATION
APPROVED BY TOWN OF LELAND, JUNE 2005
PARCEL
ACREAGE
S.F.L.
S.F.L.
S.F.L.
S.F.L.
TOWNHOMES
CONDOMINIUMS
APARTMENTS
TOTAL # OF UNITSI
7500 S F
9000 SF
10500 SF
24000 SF
2200 SF
1800 SF
A
695.9
0
500
610
0
0
0
0
1110
B
313.9
376
627
290
52
717
0
0
2062
B-1
231. 7
0
0
0
0
0
100
96
196
C
560.1
0
173
55
37
127
0
0
392
D
940
0
1059
679
305
977
0
0
3020
E
384.5
0
287
200
45
308
0
0
1070
F
386
230
321
157
47
0
0
0
706
6
35.6
181
1 0
0
D
1 0
142
139
290
H
80. 7
0
128
49
11
152
0
0
452
I
621.5
112
849
315
142
728
0
0
2544
J
115.9
510
0
0
13
0
0
130
CIVIC
70. 2
0
0
0
0
0
0
0
0
COMMERCIAL
233.5
0
0
0
0
680
0
0
680
TOTAL
4669.5
1909
4054
1745
639
3819
242
234
12642
IR I �
k_F Alk A \ \ �
NOT FOR RECORDATION OR CONVEYANCE
_ O
r
1
-
TOWNCREEK HEIGHTS
v • (VARIOUS OWNERS)
,► ,0" Q ��,�e�®0
.III'
�' ., ,i//M/,r//A� � � � �i� `... i%vim d �,�iy • _ � _ �•/� /
PENNa
FUTURE DEVELOPMENT
Parcel D
\ ORS 0OG 1P.�`pN
OF H EE
ROtJ � PER
00
ENE
HUGH McRAE II
1002-921
i
WO POND
To Town Creek
C
MqILLORV, CREEK
yam// /�..,Y-
y'
1.A� . =
N.C. NATURAL GAS
-40 CORPORATION
M
FUTURE DEVELOPMENT
TRASK FAMILY HOLDINGS \
LIMITED PARTNERSHIP
D.B. 987 PG. 849
C.
j6w000
01
FUTURE DEVELOPMENT
FUTURE DEVELOPMENT
PHASE 4
„Nos ,
/ 6�P
JEAN HANSON
\ 1222-417
SEVERINE ALVEREZ 1
485-957
WETLANDS
HAROLD BATES
1219-706
P.c. 15 PG. 32
gNW:NG%% GUY DAVIS
8VIP 170- 334
U0
� M CD
O o
z NN
30 CD 0
M M
-0oa
luzz
0 co
� d d
E,E
�EE
(5UU
-vi
C Cn 9� Ly
LL LL
z
z
J
Cl-
O
z
Q
U
Q
z
U
C4"
�o
V)
UZ
- q
o
J
z
m
�►{
U
QU�w
� V) O U
W
V)
z
U
V)
V)
Q
U)
CL
0
U
W
O
�
o
Q
J
W
-
FesCIO
600 0 600 1200
Q
o
SCALE 1'= 600'
F.•ALL\BFOREST\MASTER DRAWINGS\MASTERDWQ.DWG

SITE DATA
4899.8 ACRES TOTAL
-61 ACRES SUNNY POINT RAILROAD R/W
-10.82 ACRES S.R. 1553 R/W
-0.81 ACRE HEWITT BURTON RD. R/W
4827.2 ACRES NET PROJECT AREA
4827.2 ACRES TOTAL PROJECT AREA
157.7 ACRES C-2 ZONING
4669.5 ACRES PUD ZONING
4669.5 ACRES X 0.05 = 233.5 ACRES COMMERCIAL ALLOWED IN PUD ZONE
4669.5 ACRES X 0.05 = 233.5 ACRES OPEN SPACE REQUIRED
233.5 X 0.25 = 58.38 ACRES ACTIVE OPEN SPACE REQUIRED
" Brunswick Forest West "
WEST OF SUNNY POINT RR
Future Development
FUTURE DEVELOPMENT
Commercia
30.7 ACRES
FUTURE DEVELOPMENT
Commerciale
10.3 ACRES
i
DOUGLAS STANLEY,,
357- 453 \
ELLEN HIBBARD
1181-946
" Brunswick Forest East "
EAST OF SUNNY POINT RR
Stormwater Master Conceptual. Plan
1�
<9�L N0, ,
5i
FUTURE
Civic .,
70.2 ACRES
FUTURE /
35.6 ACRE
Parcel G
718 652 869 810 /
RODRICK HILL I 559 �229 I 865 I 641
P. B. 81 PG. 337
EDWARD BURTON I 699
ES TA TE 923 i
P.B. Q PG. 110
635
1750
704 i
093
FUTURE DEVELOPMEN
Parcel E
384.5 ACRES
COMMERCIAL PAF
Outer Boundary Area = 122.031 acres /
Current Permit SW8 031211 '/////
Current High Density_Qevelopme
ula^-7_1TM
8t= i
s
WETLANDS
FUTURE COMMERCIAL
FUTURE SNW
PUREAREADRAININGTOPOND3-85r \R'`Q
FUTURE MULTIFUT-FAMILY
ARESIDENTIAL e
X
PHASE 2
Current Permit SW8 050528
Future High Density Development
Areas to be permitted individually
FUTURE MULTI -FAMILY RESIDENTIAL
FUTURE SV*A
\ FUTURE AREA DRAINING TO POND 28.5 sere.
70WNCREEK HEIGHTS
(VARIOUS OWNERS)
FUTURE MULTI -FAMILY\
RESIDENTIAL
FUTURE S%W
FUTURE AREA DRAINNG
TO POND 5 -11.5 Wn*
Vav-
It
FUTURE DEVELOPMENT
Parcel D
R56 gRoks� P 10N
OF HR OEEO
RO�N6 p6
ENE
HUGH MCRAE II
7002-921
0
ON \\
Avv
N �
PINEY BRANCH\\o �\
\x \\
\\
To Piney Brandt
trib. JackaYs Creek
P •
f f f •�
a y • y �
9 1
r ° f,!?, • I• • a y
t t Pending Penn
�, • Wq POND
' CTION
P
i%y. -P �y rrY • f PyPui P i^-, P O
_i.i . i • • e • P P f • • • P�� \\
i i • s 6gy
WETLANDS �� \
O
Future High Density
Development
WETLANDS
N.C. NATURAL GAS
�- CORPORATION
SW8 050548
WETLANDS
TRASK FAMILY HOLDINGS
LIMITED PARTNERSHIP
D.B. 987 PG. 849
WETLAND AREA
182
AC.
77
AC.
96
AC.
116
AC.
239
AC.
139
AC.
133
AC.
1. 7
AC.
6
AC.
160
AC.
54
AC.
8
AC.
25
AC.
C-2
37 AC.
DENSITY ALLOCATION
APPROVED BY TOWN OF LELAND, JUNE 2005
PARCEL
ACREAGE
S. F. L.
S. F. L.
S. F. L.
S. F. L.
TOWNHOMES
CONDOMINIUMS
APARTMENTS
TOTAL # OF UNITS
7500 S
9000
SF
10500 SF
24000 SF
220 SF
1800 SF
A
69
0
610
0
0
0
1110
31
376
62
290
52
717
0
2062
-1
1.
0
0
0
0
96
196
560.1
0
173
55
37
127
0
392
D
940
0
1059
679
305
977
0
0
3020
E
384.5
0
287
200
45
308
0
0
1070
F
386
230
321
157
47
0
0
0
706
G
35,6
181
1 0
0
0
0
142
1
280
H
80. 7
0
128
49
11
152
0
0
452
I
621.5
112
849
315
142728
0
0
2544
J
115. 9
510
0
0
0
130
0
0
130
CIVIC
70.2
0
0
0
0
0
0
0
0
COMMERCIAL
233.5
0
0
0
0
680
0
TOTAL
4669.5
1909
4054
1745
639
3819
242
234
12642
PRELIMINARY PLAN
NOT FOR RECORDATION OR CONVEYANCE
o1.
PHASE 5
FUTURE DEVELOPMENT
MALLORY CREEK
WETLANDS
FUTURE DEVELOPMENT
%,
FUTURE DEVELOPMENT
JEAN HANSON
\ 1222-417
SEVERINE AL VEREZ
\ 485-957
WETLANDS
HAROLD BATES
1219-706
P.G. 15 PG. 32
UU
00
LOLO
Z NN
�00
c~MM
cZZ
C C
ca co
E E
000
NI LL LL
Y�
E
zZ
Q
a
z
J
LU
Z
O
O
LU
O
Q
U
Q
�
W
Or
wo
U
Or
Q
U
0
Lu
Lu
tieew
m
W
01UnOU
U
In
Q
O
I
� z
I> ct Q
'" O
JI
J'I LL-
I ",
600 0 600 1200
SCALE 1 600'
FALL\BFOREST\MASTER DRAWINGS\MASTERDWQ.DWG