SW7131206_APPROVED PLANS_20131120

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ZOZZ �
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE���
YYYYMMDD

WINFIELD 5T.
z
c11
ZIS 4rT
NORTH
NORTH DR.
G
PATERIGK LN.
NG HlNY 33
VICINITY MAP
N. T. 5.
Know what's below.
Call before you dig.
51TE CONSTRUCTION
PLANS 4 PROFILES
11INFIELP DRIVE
GHOGOWINITY TOWNSHIP, SEAUFORT COUNTY
GHOGOWINITY,
NORTH CAROL I NA
DATE:
DEGEMBER q , 2013
OHNER.-I DEVELOPER:
5HEET INDEX
PLAN 5NEET5:
RIVER RUN APARTMENTS, LLC. G -1: SITE PLAN
P.O. Box6171 G-2: UTILITY PLAN
Raleigh, North Carolina 27628 G- 3: D R A I N A 6 E PLAN
Phone: [phone]
Contact: Mark Morgan G- 4: 6 R A D I N 6 PLAN
G-5: POND PLAN
G-b: SPOT ELEVATION PLAN
G-1: PUMP STATION PLAN
G-b: PROFILES PLAN
G-q: 51TE DETAILS (1/2)
G-10: 51TE DETAILS (2/2)
G-II: EROSION GONTROL PLAN
EN61NEER: G-12: EROSION GONTROL DETAILS
L-I: LANDSCAPE PLAN
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone:[phone] Fax: [phone]
Web: www.borum-wade.com
N.C. License #: C-0868
AP RONEU
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W65 MON. STOP', PID NO. AE8149
NAD b3\ N5R5 201IGOORDINATE5
N: 655A5625
E: 2,550,20322
i° NIP
WILLIAM G. SPAIN
PIN.: 5664-68-b220
DB 91-E-23
GENE D. RV50N
PIN: 5bb4-b&5193
DB w PG 079
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POB. \
NAD 83\ W7R5 201 COORDINATES \
N: b48254.0354 \
E: 2,%6,686b140 \
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OB. 1813, PG. 615 ENTRY/ p2' EIP 5792`pl /2
51 5 7q .68568' /)' EIR
24" PIPE " N1�i26g2
S VICKIE A. SLADE \ \ in NIP
PIN: 5664 68-1276 \ y S �F / /
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DB 1221, PG 212
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\ \ 0 N(R 2 STORY COVERED PIGNIG AREA 24 1
LARRY K PITMAN P- WITH 2 TABLES
\ \ PIN: 5664-W5085 I I O A, © N GRILL
\ \ DB 1651, P6 152
4- 2 BDRM. \
BENGH / 4 - 3 BDRM. \ \ \ �q" NIP
OPEN SPACE 2 - STORY
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PIN.: 5664-61-4198 / in NIP
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e'
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2- STORY
4 - 2 BDRM.
h 4 - 3 BORM. /
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ERNEST HARDING CURER MF /
PIN.: 5bb4-66-1bN �00
D13.12 E, P6. 361
/in NIP
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4" NIP r
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FRIED14WRAVENNOOD, LLG
PIN.: 5bb4-11-1921
DB.1539, P6.001
0
i
NC, HWY 33
VICINITY MAP
N. T. 5.
51TE DATA
517E AREA:
6.138 ADS. (t)
ZONING
R-2
DEED REFERENCE:
DB. 15A PIS. 001
PLAT REFERENCE:
PLAT CABINET 6, SLIDE 77-6
PIN IS
1502106
GPIN:
566471-Ml
SITE COORDINATES:
LATITUDE:
35-9%0 W
LONGITUDE:
-71.0w ()
PROP05ED BUILDIN05:
NA 13ER OF PROP05LP BUILDING5: 7
RE51MWIAL BUILDIN65: 6
COMMUNITY CENTER: I
2 BEDROOM UNIT5:
24
3 BEDROOM LINTS
20
4 BEDROOM UNITS:
4
TOTAL:
48
PARKING 5PAGE REQUIREMENT5:
PARKIN6 REGVIRED:
45 UNITS X IS 5PAGENNT = 12 SPACES
PARKIN6 PROVIDED:
W SPACES 6.83 5PAGE5AW
5ETBAGK5:
FRONT:
20' (FROM CURS/ EP)
51DE:
25'
REAR:
201
BUILT -UPON AREA:
SITE AREA: 6.138 AC&. (tj
BUILT -UPON AREA: 228 ADS,,
PERCENTAGE OF 51TE: 37.1%
LAN05CAPE BUFFER NOTE
I. A TOM APPROVED VISUAL BUFFER (OPAAUE FENCE OR VEGETATl OF SIX ((2) FEET
OR MORE IN HEIGHT SHALL BE PROVIDED AND MAINTAINED TO SEPARATE THE EXI5TING
51N6LE FAMILY RESIDENTIAL.
NOTES
I. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY BORUK WADE
AND ASSOCIATES PA. DATED cV21/2013.
2. ALL G0,15TRUGTION TO BE IN AGGORDANCE WITH TIE TOM OF GHOCOWINITY, NGDO.T
AND NGDE.NR STANDARDS AND 5PEGIFI( ATION5.
3. NO PORTION OF TH15 PROPERTY 15 WITHIN A FLOOD HAZARD AREA AS SCALED FROM
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL 3T20566400J DATED MAY 15, 2003.
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone:[phone] Fax:[phone]
Web: www.borum-wade.com
N.C. License #: C-0868
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RIVER RUN APARTMENT5, LLG
P.O. BOX 6111
RALEIGH, NORTH GAROLINA
Mill)155-4155
GONTAGT: MARK MOAN
DRANK BY: MLW
DATE: DEC. 1, 2013
REVISIONS:
SHEET TITLE: 1'
51 I Lr 4.!'11,
FILE NO: F:\MAW MOR5WH000A51TEPLAN
DRAWING SCALE: 1'=40'
PLAN SHEET NO.
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W65 MON. "5TOP', PIE? NO. AESl4q
NAD 83\ N5R5 2011GOORDINATE5 \ \ \
N: 655b5625
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1e� 3' 8 / NAD 254.04.0354 5 201 COORDINATES \ \ /' V OB. 1513, PG. 615 PIN, 5664-68,1385 Xp
N: 648,2\ .02' 1
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PIN.: 5664-68-b22-6220 °'1• / S 8q°3l5'I' E
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DB g1-E-23 $ I I \ �Oj / \ , NIP 4- NI/
a 0 q ERIEDMAWRAVENWOOD, LLG
PIN.: 5664-11-Ig21
UP. 153q, P6. 001
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INA6E(TYP� LIMITS \ / i x l / J \ S 69 07'
\ I I DROP
\ \ TIE-IN ROOF LEADERS INS \ �.
°EIR TO ES
GENE D. WD50N I / I RIP -RAP PAD \ \ \\ \
PIN, 56b4-68-51g3 / CATCH BASIN
DB 64q, P6 01q I I 6.PAP
\ \ I I O / / 6• I 3 YET DETENTION POND
FLARED END
\ 6"
\ / ; null -ET (TYP)
IIDROP
INLET 4 y RIP -RAP PAD /
6^ 6" LARRY K. PITMAN 6°
\ \ PIN.: 5W4-bb-5085 �' Q
\ 6
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PIPES v f O ` \ \ \NIP
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PIN.: 5664-61-5g58
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TIE-IN PROF LEADERS
TO PIPES
DAVID H. ?fATHERLY 6 `= (TYP)
PIN.: 5664-67-41g8 / \ ° / �q° NIP
DB 860, P6 1b8 / \ ° {
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PIN, 5664-66-1b3q ?GD \TIE-IN ROOF LEADERS �
DB. 12 ° P6.361 \T(T PIP) / $N
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FRIEDMAWPAVENWOOD, LLG
PIN.: 5bb4-71-Ig21
DB. 153q, P6. 001
WINFIELD 5T.
s AFISL
NORTH
NG HkI ( 33
VICINITY MAP
N. T. 5.
Storm Drainage Design
Pie Runoff
Pipe Design
Drainage
Area
Tc
C
Intensity
Q=CIA
n
Pie
Dtheo.
Sine
No.
1n/hr
cis
in
m
Sub
Total
Desi nTime
Sloe
2
0.72
0.72
10.0
0.80
6.7
3.86
0.013
0.010
12.35
15
1
0.08
0.80
10.0
0.80
6.7
4.29
0.013
0,005
14.53
15
6
0.32
0.32
10.0
0.80
6.7
1.72
0.013
0.005
10.38
12
5
0.08
0.40
10.0
0.80
6.7
2.14
0.013
0.005
11.28
12
4
0.35
0.75
10.0
0.80
6.7
4.02
0.013
0.005
14.28
15
3
1.24
1.99
10.0
0.80
6.7
10.67
0.013
0.012
17.48
18
6
0.28
0.28
10.0
0.80
6.7
1.50
0.013
0.005
9.87
12
7
0.08
0.36
10.0
0.80
6.7
1.93
0.013
0.005
10.85
12
9
0.20
0.20
10.0
0.86
6 7
1,17
0,013
0.005
8.70
12
10
6.50
6.50
10.0
0.50
6.7
21.78
0.013
0.005
26.92
30
STORM DRAINA6E NOTES
I. ALL CATCH BA6IN5 TO BE WWOT 5TD. t840.01
2. ALL DROP IN.ET5 TO BE NGDOT 5TD. #840.15
3. ALL MANHOLES TO BE WDOT 5TD.'84051
4. ALL ENIMALL5 TO BE NGDOT 51D. #a5D 80
5. SEE SPOT ELEVATION PLANS AND PROFILES FOR FINISHED TOPS ON ALL STRUGTU2E5.
6. ALL YARD DRAIN BANN5 TO BE 15' BA51N 8Y NYLOPLA5T WITH 'STANDARD" GRATE OPTION OR APPROVED ECiK.
1. REFER TO WDOT ROADNIAY STANDARD ORAWING5, LATEST ADDITION, FOR ALL REFERENCED 574IGTUZE5.
b. YARD AND ROOF DRAIN LEADERS TO BE SMOOTH WALL HDPE OR P.VL.
q. YARD AND ROOF DRAIN LEADERS MAY BE 51TE A0.USTED A5 NE-GESSARY.
10. MAINLINE STORM SEWER PIPE MATERIAL TO 13E NGDOT STANDARD GLA55 III R.GP. IN PAVEMENT. STORM 5PNa8R
OUTSIDE OF PLAVEMEWT CAN BE NGDOT STANDARD CLASS III R.G.P. OR ADS N-12 HOPE (WITH OWNER5 C.ON58T).
NOTES
I. BOUNDARY AND TOPOGRAPHIC, INFORMATION TAKEN FROM SURVEY BY BORUM, N41DE
AND ASSOCIATES PA. DATED q/21/2013.
2. ALL GONSTRIGTION TO 13E IN AGGORDANCE WITH TOWN OF GHOGG*gINITY, N.GD.O.T. AND
N.GDE.N.R. 5TANDARD5 AND SPECIFICATIONS.
3. SEWER MAIN5 TO BE 5DR 35.
4. ON-51TE PUBLIG NIATER MAINS TO BE PVC, G-1100.
5. SLIGHT AD,U5Th1EHT5 TO FIANL UTILITY PLAN LAYOUT MAY 13E REGUIRED PRIOR
TO OBTAINING UTILITY INSTALLATION PERMITS.
GRAPHIC SCALE
0 20' 40' 80. 120'
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711 .�
PO Box 21882 Greensboro, NC 27420-1882
Phone:[phone] Fax:[phone]
Web: www.borum-wade.mm
N.C. License #: C-0868
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ONaNER/DEYELOPER
RIVER RUN APARTWNT5, LLG
P.O. BOX b111
RALEI(7H, NORTH CAROLINA
(41q)155-9155
GONTAGT: MARK MOR6AN
DRANK BYi MLW
DATE: DEG, q, 2013
REV1510N5:
SHEET TITLE:
DRAWE RAN
FILE NO: F:\MARK MO%AN\GHOGOADRAINAGE
DRAWIWG SCALE: 1"=40'
PLAN SHEET NO.
G-3
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N: 655b5b25 \ Y/ / 1 1 I' Y
E: 2,550,20322 \ / \, T \ `\W \ FIELD DR I U NC 3
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bs° i\NIP / �W` EX. FH �� J EX SAN. /e//q j r / I/!
RIP R/tto FORD
POB. \ r/
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3 NAD 83\ N5R5 201 GOORDINATES \ PIN.: 5664-68-8385 R / /< Y_a \8 / f /lr� l / /C$
(cprp NDj N: 648,254D354 \ \ .� / DB. 1813, P6. 615 ! // \1 O P �G7q-, fir _
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\ " EIR \ �� / 0 // '�, f b' i` EI& //
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PIN.: 5664-68-6220
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GENE D. HUD5014
PIN.: 5664-bb-51g3 I /
DB 64q, P6 011
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LARRY K PITMAN
\ \ PIN.: 5664-b8-5055-
\ \ DB 1651, PG 152 t
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WILLIAM 5TANHOPE DEATHERA&E NT
PIN, 5664-61-5g58 J
OB 5 E, P6 011 NIq
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DAVID K MEATHERLY
PIN, 5664-61-41gb
OB bb0, P6 165
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p�AV As
(/FRIEDMAN/RAVENWOOD,LLG1 >//i// �• s
03 PIN.: 5664-11-Ig27
/ / /,/ /
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NIP !//X/ i ! � / j! ;�
5617�
ERNE5T HARDIN6 UT' -ER N\F
PIN.: 5664-66-'53q
05.12 E, P6. 361
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51TE INFORMATION
517E AREA:
6.138 AG5. W
51TE GOORDINATE5:
LATITUDE:
3551%' M
LO%InVE:
-TT.Og46' W
TOTAL 015TURBED AREA:
5-55 AG5. W
501L5:
GrA,GrB
NOTES :
I. BQWARY AND TOPO6RAPNIG INFORMATION TAKEN FROM SURVEY 13Y BORUM, WADE
AND A55OGIATE5 PA DATED gMI20I3.
2. ALL 00NSTRGTIOH TO BE IN AGGORDANGE WITH THE TOM OF GHOOOWINIT r, KoDD.T.
AND N,GD.E.NR 5TANDARDS AND 5PEGIFIGAT10N5.
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone; 336-275-0471 Fm:336-275-3719
Web: w .borum-mde.com
N.C. License #; C-0868
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RIVER RN APARTMBT5, LLG
PD. BOX 6111
RALEI(7H, NORTH GAROLINA
(glq)15"155
GOMAGT: MARK MORGAN
DRAMA! BY: M-MI
DATE: DEG, q, 2013
REV15M.
SHEET TITLE:
GRADING PLAN
FILE NO; FMARK MORGAftHOGOAC-FADING
DRAWING 5GALE: 1'=40'
PLAN SHEET NO.
G-4

411 NIP /
S 6g,,071ft
/ \ rop
/ \ i SWAT ELEV. = 25.4
-4-
6'RIPRAPI
SWTN
I j FORBAY
BOTTOM W.0
/
V / j
1 ATE HE POND #
l NORMAL TER ELEVATION: 25A
I1 \ NA6E 4 UTILITY
\ AND 5 FT. AROUIbPET PM
'IN POOL BOTTOM /h� 'Co4)� l J�{V
p,10As
I I
I I
I 6„
GRAPHIC SCALE 1 i'
0 10' 20' 40' W, 80'
POND P L A N
I' = 20' I I / / / / ,i cry ! / SCALE I' = 20'
/ J
ENGINEER'S GERTIFIGATION CONCRETE SPILLWAY 5PEGIFIGATION5
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING 5TANDARD5 IN THE COMMUNITY, A FOUNDATIONS
IT 15 MY PROFE5510NAL OPINION THAT RUNOFF FROM THE FIRST IS INCHES OF RAINFALL FROM 1. RETAINING PIALL FOUNDATION SHALL BE FOUNDED ON LW15TLR13ED 501L HAVING A MINIMUM BEARING
HE CAPACITY ET 2500
AREA5 THAT ARE REQUIRED TO BE CONTROLLED TOM OF GHOCOHNITY ORDINANCE 15 NSF.
CONTROLLED BY A PERMANENT EN61NffRM 5TORM8OUTER GIUALITY CONTROL THAT HAS 2• ALL GONGHEE FOR FOOTIN65 SHALL BE CAST ON THE SAME DAY THAT THE EXCAVATIONS ARE
BEEN DE516NED TO MEET OR EXCEED THE REQUIREMENTS IN THE NG DWQS BEST MADE TO THE
FINAL GRADE.
M,4N4A6EhENT PRAGTIGES MANUAL. EXCAVATION
THE CONTRACTOR SHALL VERIFY THE BEARING CAPACITY OF THE BEARING SOILS IN THE FOOTING
EXCAVATION PRIOR TO CA5TIN6 ANY FOOTIN65. WITTEN VERIFICATION SHALL BE 5"ITTED
TO THE ENGINEER
B. 6A5T-IN-PLACE CONCRETE
I. GAST-IN-PLACE CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 26-DAY WWPRE551VE 5TREN6TH5,
UNLLE55 01 ERW15E NOTED:
RETAINING WALL5: 4000 P51
2. ALL CONCRETE SHALL 13E MADE IN ACCORDANCE WITH DE516N MIXE5 MIG14 ARE TO BE APPROVED BY
THE ENGINEER PRIOR TO CASTING ANY CONCRETE. ALL DE516N MIXE5 SHALL BE PREPARED AND
5BMITTED IN ACCORDANCE WITH THE REGUIREMENT5 OF AGI 30, CHAPTER 5.
3. 5ELEGTION OF CONCRETE MATERIALS, MIX ADMIXTURES, SLUMP, QUALITY CONTROL TESTING, FORMWORK
DE516N AND COH5WTION, CURING, FINISHING, GLEANING AND PATGHIN6 5HALL CONFORM TO THE
APPLICABLE REQUIREI-ENf5 OF THE AMERICAN CONCRETE INSTITUTE.
� 4. DO NOT U5E CALCIUM CHLORIDE ADDED TO THE MIX AT ANY TIME.
ELEV. 25S CEI
ON � WALL TE 5. ALL GONGRETE 5HALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.45, AND SHALL CONTAIN
ENTRAINED AIR. DO NOT U5E HIGH -RANGE WATER REDUGIN6 ADMIXTURES IN AIR -ENTRAINED CONCRETE.
2' PVG TEE b. ADDITION OF WATER TO THE CONCRETE AT THE JOB 517E FOR THE PURPOSE OF INGREA51% THE SLUMP
j2' ORIFICE WG PIPE OR FOR RETEMPERIN6 THE CONCRETE WHICH HA5 BEGUN TO 5ET 15 5TRIGTLY PROHIBITED.
ELEV. nA 1. THE CONTRACTOR SHALL BE RE5PON5113LE FOR FURNI51-1IN6 AND IN5TALLI% ANCHOR BOLT5, CLIPS,
1' 6' IW-ERT5, CONNECTION PLATE5, 5LEEVE5, 5LOT5, AND OTHER REGUIRED ITEM5 IN ALGORDANCE WITH THE
CONTRACT DRAWINGS, AND IN ACCORDANCE WITH OTHER TRADES PRIOR TO PLACING CONCRETE.
C. REINFORCING STEEL
ELEV 24-50 _ I. REINFORCING 5TEEL SHALL CONFORM TO A5TM A615, GRADE W. LAP 30 X BAR DIAMETER5 AT 5PLIGE5
UNLESS OTWRWI5E NOTED ON THE DRAWMC�. -
2. ALL REINFORGIN6 STEEL SHALL BE 5EGURELY TIED AND ANCHIORED IN PLACE TO PREVENT 015LOGATION
2 1 0 R I f I G E D E T A I L DURIM2 THE P1,461% OPERATION.
NTS 3. REINFORCING 5TEEL 5HALL BE GLEAN OF MUD, DEBR15, L005E RUST, CEMENT, GROUT, OR ANY OTHER
MATERIAL MICH MAY INHIBIT THE BOND BETWEEN THE 5TEEL AND GONGRETE.
t11 SZ ELEV.:2139
(100 YEAR)
17 ELEV.: 26b2
(10 YEAR)
ELW.: 26A
1=
ELFl.: 25,0
I
2A' ORIFICE
W/TRA5H GUARD
ELEV, 235
Eay.:22s `- - - - - - - - - - - - - - - - - -
2'-6' I 61-0' I 8'-0'
5PILL14AY DETAIL
5GALE 1' = 2'
[.n*
ROUTINE POND MAINTENANGE:
AI MOININ6:
MOW ALL AREAS SURROUNDING THE POW ON A REGULAR BASIS DURING THE MONN6 SEASON (APRIL - OCTOBER) OR AS
NECESSARY, OMNERS ASSOCIATION TO CONTRACT THIS WORK
B) DEBRIS REMOVAL,
REMOVE ALL TRASH AND DEBRIS MOM POND AV SURRCRDIN6 BANKS, INSPECT ORIFICE TRASH GUARD AT SPILLWAY AV
REMOVE DEBRIS AS REQUIRED. INSPECT MONNLY, OR AFTER MAJOR STORES. ONSPEGTION BY OREE5 ASSOCIATION
REPRESS NTATIV0.
0) MINOR SLOPE FAILURES.
REPAIR BY SEEDING OR SODDING AS SOON AFTER DETECTION AS POSSIBLE. (OKER5 ASSOCIATION REPRESENTATIVE).
D) PERIODIG INSPECTION:
INSPECT POW AFTER ALL MAJOR STORM EVENTS (MORE THAN 2 INCHES OF RAINFALL IN 24 HOURS) OR AFTER EXTENDED
PERIODS OF RAIN MORE THAN 2 TO 3 DAYS). LOOK FOR DAMAGE TO INLET OW4 ELS, SPILLWAYS, DEBRIS BUILDUP AT
SPILLWAY AND TRASH GUARD, AND ERODED OR SLUMPED E•IBANYJ•ENTS. (OYNER5 ASSOCIATION REPRESENTATIVEI
E) TREES AND BR15H,
TREES AND BRUSH SHOULD NOT BE PERMITTED ON EMBANKMENTS OR IN SPILLWAYS. REGULAR MOWING WILL PREVENT
UNWANTED GROWTH. (OVNER5 ASSOCIATION REPRE5ENTATIVFj
F) MISCELLANEOUS ITEMS:
EXCESSIVE PLANT GROWTH, AL6AE BLOOMS, ODORS, DISCOLORATION, ANIMAL PESTS, M. 5NOULD BE ADDRESSED NTH THE
GOVERNMENTAL OFFICE HAVING JJR15MTION FOR WATER5FED PROTECTION ON AN AS NEEDED BASIS. SOLUTIONS TO THESE
TYPES OF PRDBLEM5 SHOULD BE NON-GHEMIGAL AND DEEMED SAFE FOR DRINKING WATER 5U'PLY RESERVOIR APPLICATION.
6) VALVES AND 6ATE5:
OPERATE POW DRAIN VALVE FROM THE PUJ.Y CLOSED TO THE FULLY OPEN P051TION AT LEAST THCE A YEAR (OMIER5
A55XIATION REPRESENTATIVE)
H) ANNUAL INSPEGTION5:
ANNUAL MAINTENANCE INSPECTIONS NLL BE PERFORMED BY THE 6OVERR1:NTAL OFFICE H AVIN6 JURISDICTION FOR
WATER5HED PROTECTION. THE OMNERS ASSOCIATION 5HAU. BE NOTIFIED OF THE RERLT5 OF THEM IN'.�PEGTION5 AND ANY
MAINTENANCE REGURED.
NON -ROUTINE MAINTENANCE:
THESE MAINTENANCE ITEM5 WILL REWRE A REGISTERED PROFESSIONAL ENGINEER TO PREPARE A PLAN AND/OR DETAILS AND
TO CERTIFY COMPLETION IN ACCORDANCE NTH THE PLAN AND/OR DETAILS. ALL REVISIONS AND REPAIR5 5HALL BE DONE IN
ACCORDANCE WITH CITY OF 6REEH500RO GUIDELINES AND SPECIFICATIONS.
AU SEDIMENT CLEANOVT,
SEDIMENT REMOVAL FROM THE POND, FOREBAY5, RIP -RAP BAFFLES SHALL BE DETAILED TO INDICATE FINISH ELEVATIONS,
REMOVAL AND 015POSAL METHODS OF SEDIMENT, STABILIZATION OF DISTURBED AREAS, EROSION CONTROL AND STABILIZATION
OF SPOIL AREAS. ONERS ASSOCIATION TO CONTRACT WORK NTH FIRM ACCUSTOMED TO THIS TYPE OF WORK H4EN SEDIMENT
GLEANOUT S REGIIIRED. SEDIMENT CLEANOUT 15 REQUIRED MIEN THE SEDIMENT STORAGE GAPAGITY 5HOMN ON THIS PLAN HAS
BEEN EXCEEDED.
B) REPAIR SMALL RILLS BY SODD1%,
RESHAPINN6 AND REVE6ETATION OF WATERWAY NLL 13E NECE55ARY FOR LARGER FAILURES. MAINTAIN RIP -RAP GWVNELS TO
PRFvSNT TRffJI3RYYH 6ROKM ON SAWS AND BOTTOMS. REPLACE RIP -RAP AS REWIRED TO MAINTAIN P5516H CAPACITY.
6) PRINCIPAL SPILLWAY,
INSPECT SPILLWAYS FOR IMPROPER ALIGNMENT, CRACKS, LEAKS, CORROSION, BLOCKAGE, ETC. 5PILLWAY REPAIRS SHALL BE
DETAILED, APPROVED, CONSTRUCTED; AND CERTIFIED IN ACCORDANCE WITH GUILFORD COUNTY GUIDELINES.
D) DAM FAILURE5�
FAILURES, NICH ENDANGER THE STRUCTURAL INTEGRITY OR WATERTI6HTW% OF THE DAM, SHALL HAVE A PLAN AND DETAIL
PREPARED TO REPAIR SAID DAMAGE.
E) SEEPAGE,
SEEPAGE CONTROL EEA5URE5 NLL BE RELVIRED IF THE SAFETY OF THE DAM 15 THREATENED. ALL METHODS TO CONTROL
SEEPAGE M5T BE DESIGNED TO AND CONSTRUCTED UNDER THE SUPERVISION OF AND CERTIFIED BY A PROFESSIONAL EN61EER
EXPERIENCED WITH DAMS.
2'-b'
� TOP of DAM
WATERSHED NOTES:
U THE OVER SHALL BE Rf5flD►MU FOR MAINfAINI% THE COhPL.ETFD FERAWJE3fr
MET DETENTION POND AS DINED BY THE 60VERN4ENTAL OFFICE HAVING
JURISDICTION FOR M 1 R%ED PROTECTION AND PER THE APPRDNED MAINTENANGE PLAN.
2) THE PERMANENT MET DMWION POW SHALL HAVE FULL DESIGN VOLUME AVAILABLE
PRIOR TO ANY P56VANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR SITE. THIS MAY
REWRE THE CLEANOUr AND DISPOSAL OF SEDFENF FROM THE POND.
3) THE 60vM#-W OFFICE HAVING JURISDICTION FOR MATER%W PROTECTION AND
THEIR ASS*NL5 NAVE R16Nr OF ACCESS TO THE PERI•tANENT MET MENTION POND
FOR IF' WTION AND MAINTE11wim BFORCEEENr.
4) ROL APPROVAL OF INSTALLED RUNOFF CONTROL STRUCTURES NLL BE REWIRED AT
FKALIZATION OF THE 6RADINI6 PERMIT OR AT ISSUANCE OF THE FINAL BULDM6
CERTPICATE OF OCCUPANCY (COMPLIANCE), N40CM CAPS LATER.
ENVNEER PRIOR TO BE60N06 CONSTRUCTION OF POND.
5) THE 011tFR OF THE PAD 51HAU BE RESPONSIBLE FOR PROVIDING, A PUMP
W DRAM THE POID HEN REQUIRED FOR FB40 VM THE SILT FROM THE PAD.
EMBANKMENT
G_OMPAGTION SPECIFICATIONS
ALL FILL MATERIAL SHALL BE COMPACTED TO PRODUCE A MINIMUM DEGREE OF COMPACTION
OF 95% 5TANDARD PROCTOR (A6TM 060 FOR NATURAL 501L FILL MATERIAL (GRANULAR OR
CLAYEY). FILL MATERIAL 5HALL BE 5PREAD IN UNIFORM LIFTS NOT EXCEEDING b" IN UNGOMPACTED
THIGKNE55. BEFORE COMPACTION BE61N5, THE FILL SHALL BE BROUGHT TO OPTIMUM M015TURE
CONTENT FOR COMPACTION. W-EN FILL 15 BROUGHT TO FINAL GRADE, THE CONTRACTOR SHALL
PRE55 THE FILL TO DRAIN AND PREVENT PONDIN6. (CUT-OFF TRENCH AND DAM CORE TO BE
G0145TRUGTED OF CLAYEY MATERIAL IN ORDER TO PROVIDE IMPERMEABLE GORE W+EN
COMPACTION 15 COMPLETE).
/ TOP OF MEIR HALL
ELEV, 28.0
ELEV., 2139
000 YEAR)
ELEV, 26b2
0 00 YEAR)
CONCRETE
5PILLMIAY 5PILLWAY a".
Ex. T: 7 n NORMAL POOL
-OFF TRENCH
10' MIN.
GRO55-5EGTION
THROUGH DAM
DETAI
W 5GALE
FOR13AY ELEV.: NO
MAIN POND ELEV.: I95
5EDIMENT
5TORA6E
2 15 R/F CONT. Y
1' CHAMFER
15 R/F a 12' O.G.
ELEV.: 28C0
05 R/F a 12' O.G.
ELEV.: b81.48
00o YEAR) p
V X b' CONCRETE
SPLA5H PAD, 4' THICK 5PILLWAY
b
9.LV : 26A
p BtY.:686.15
=
F1EV:258
(10YEW
3' TYP
�--
wl
�"
GROUND
ELF/.: 24A0
2.0' PVC ORIFICE
3../
2' X b'
IS R/F HI 12' O G.
KEYWAY
?
EEV, 23AA
b
15 R/F o 12" O.G.
ELEV, 22X �:1,,,_::-
2'-0' I'-0' 2'-V
5b'
5PILLWAY
GRO55-5EGTIO_N DETAIL
56ALE Is = 2'
IV
YWINFIELD 5T.
NC_ HWY 33
VICINITY MAP
N. T. 5.
SITE DATA
Onsite DA: 4.56 Ac. Offs ite DA:
0 Ac.
Onsite BUA: 2.28 Ac. Offsite BUA:
0 Ac.
Drainage Area: 4.56 Ac.
Impervious Area: 2.28 Ac.
% Impervious Area: 50.00 %
REQUIRED WATER QUALITY SURFACE AREA
Prop. Pond Depth: 3.5 ft.
SA/DA Ratio: 5 (from stormwater magement BMP manual)
SA Required: 0.23 AC. = 9932 SF
SA Provided: 0.28 AC. = 119833SF
SA Elevation = 25.00
REQUIRED WATER QUALITY STORAGE
Rv=0.05 + 0.009 (1) - runoff coefficient
1= percent impervious area
Rv= 0.500
Volume= (Design rainfall) (Rv) (Drainage Area)
Design Rainfall= 1.51n.
'
WQ Volume Required= 0.285 acre-feet = 12,415 CF
WQ Storage Elev. Area Storage
REV, 2bA 25.0 11,983
26.0 14,198 13, 091 CF
O 0 CF
Total= 13,091 CF _.
ftEY, 25A _
WQ Volume Provided= 0.301 acre-feet = 13,091 CF
ELEV, 24,0
PERMANENT SEDIMENT STORAGE REQUIRED
Sediment Storage Req.=1/8 AcAn per Acre of Total Drainage Area to Pond
Sediment Storage Required= 2,069 CF
Forbay Sediment Storage Elev. Area Storage
19.0' 829
no 1,236 1033`CF
20.51 1,693 732`CF
Main Pool Sediment Storage Elev. Area Storage
19.5; 2,130
20.5 2,959 2545 CIF
Sediment Storage Provided= 4,309 CF
WQ ORFICE SIZE FOR 2-6 DAY DRAWDOWN
Use falling head orfice equation
t=, (2(A)) (vh1 -02) t= time for WQ drawdown
(c(a)(v2g)) A= Reservoir Area (sf) =
13,255 if
c= Orfice Coefficient =
0.6
Orfice Dia. 2.0 in. a= Area of Orfice (sf) = 0.02180556 sf
g= Accel. Due to gravity =
32.2 ft/sect
t= 252,492 sec h1= head at start _
1'ft
t= 2.9 days h2= head at end =
0 ft
SEASONAL HIGH WATER TABLE
Max. Elev. Difference Allowed= 0.5 ft
SHWT= _ 25.40
Normal Pool Elev.= 25.00
Elev. Difference= 0.4 ft
POND DEPTH
Area Permanent Pool= 11983 sf
Area Bottom Shelf- 9571 if
Area Bottom Pond= 4423 sf
Normal Pool Elev.= 25
Bottom Pond Elev.= 20.5
Avg Depth = 3.74
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web: www.borum-wade.com
N.C. License #: C-0868
y
10771
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ONNE /DEVELOPER
RIVER RUN APART*NT5, LLG
P.O. BOX 6111
RALEI6H, NORTH GAROLINA
ON 755455
CONTACT: MARK MOR6AN
DRANK BY: M1LW
DATE: DEC. 9, 2013
REV1510N5:
51EET TITLE: WT DETEM
POND PLAN
FILE NO: F:V•IAW MORCAVCHOCO..\POND
DRAWING 56ALE: N.T.5.
FLAN SHEET NO.
G-5

MATGHL I NE "All
LLI
CD
WAS`\ \ `\ / 40
8 0
T/C: CJ�
29.40 /
T/W: \ 27.60 29.08 T/C: / \
31.15 STEP T 8 ` T/C: 28.96 I \
29.44
I T/Q ?1� 28.94 \ \
29.00 2� T/C:
t / 8.70 SPILL
3� T/-C: ' URB / •�
T/C: - -29.10 SPILL
/ T/C: S� T/C:
29.95 / CURB _ter ` \
� T/W: i 28.35 � �IP 28.5
6
31.15 T/C: ; T/C:
/ J� 55 / 28.65 T/C:
W: PILL SPILL 28.75 C \
3 .27 CU STEP CURB T C: T/W: T/C! I �/
T V. 28.95 28.45 28.00
� ..� / It / /�/43 W: SPILL �i/
3 .15 / i T/C: 95 CURB T .2 I
O \ 6„ / � 29.28 \� SPILL
28.20
mSPILL i 28.00 / I
O CURB / / SPILL T/C: ,\
/ CURB % 28.20
PILL
Ir I \ I \
1 SURB T/C: T' C: 13
I �Q T/W: 28.00 2 .65 �.
° J 28.50
T/W: T/W: uQ V�/�r)
/
29.C: 2 .62 30.60 27.60
0 S�o�M 1
r//C:
J O T W: J28.25 I , \\ /� ��
T/C: / 30.10
T/W: 30.37 / W. SPILL
31.15 = CURB
6" v 6 vvv
10,
T/G: / O ` / T/W: T , : 28.00 T/W:
T/G: T 2850 2/W. \ \ \
M
x T W: / , O Q ` 2910 28.60 I T/W:
„
j III 6` v
1 3 .67 -� / T/C- / / 4-1 Q4/ `. T/W: I
1 6 0 30.10 8 \
j I „ T W. 3 .55 / .92 `� v ` 20W I 28.18 6„
6 6 CUILL / / If T/C. T/C: \
NORTH DR.
PATERIGK LN.
WINFIELD 5T.
UT
NORTH
NC, HW 33
VICINITY MAP
N. T. 5.
CURB LEGEND
25TANDARD
GURB B 6UTTER
2' 5PILL
GURB 8 GUTTER
j T.9 6„ `O 28.62 I Tea \-� 5 O ;� SITE AGGESSIBILITY NOTES:
T/W: =1 \ \ \ I 8 28.60 W. T/w: ( I I. LANDI�iS OUTSIDE ALL DOORS SHALL BE 512ED PER NCBG, I3E AT THE 5AME ELEVATION A$ THE FIFE,
1 i / O AND 5HALL HAVE A KAXIKR•12% SLOPE IN ANY DIRECTION MGLUDIN6 THE DIAGONAL.
T/C: T/C: T/W: 30.60
29.65 T.2 RKING
2. THE SLOPES IN THE HANDICAPPED PASPAWAISLE AREA SHALL NOT EXCEED 2% IN ANY DIRECTION
SP'
0.70 30.42 T 30.23 / 6 IL N \ CUB I 3THERE S
.1 . HALL BE LEVEL TURNING AREAS (MAX 2% SLOPE IN ANY DIRECTION IWLWM THE DIAGONAL! ON ALL
\ / T AN
: I` IC I I 4. THEE %L4 L E51 D6NATED PEDESTRIAN ROUTE515IDEWALK5 WITHIN THE SITE, EXCEPT WERE LABELED A5 A
3 .45 : 5
l\ RAMP WITH RAILS, WNCH EXCEED A 5% SLOPE IN THE DIRECTION OF TRAVEL AND A 2% GRD5r5LOPE.
/ 0. 0 I . ALL PEX5MAN ROUTES 6REATER THAN 5% 0:20) ARE LABELED A5 RNMPV 904M SLOPES, LEVEL LANDNG5
Ii " 6„ +' AT TOP AND BOTTOM (MAX. 2% SLOPE IN ANY DIRECTION IWLWNG THE DIAGONAL), RAILING5(6UAR12RAIL9, AND
6. ALL STAIRS SHALL HAVE IGHTLY SLOPED LANDING-6 MAX 2% SLOPE IN ANY D6�GTION INGLUDNG THE D
AT THE TOP AND BOTTOM AND SHALL COFfty NTH NGBG.
I / T .7 30 0 \ I T/C: T/ 1. 5TAIRS6TEP5 NTH LE55 THAN A 12 INCH ELEVATION GHAN6E SHALL COM'I.Y NTH NGBC 10035.
30.70
lei i T/C: © 6 m 2 .67 28. 20 65
30.36 y
8.501 ��\
i T/1: T/C:\ \ T/C: A
29.50 'T/W: 30.75 29.4
j
j I .. / \ \ J
I \ 1
30. 5 I \
i 6„ �
I/W: SPILL 18„ S S CUR T/C:
6,; 30.95 O
\ O CURB
i i I 6 7/C7 9 As
T \ \ t / G- V� 28./9�
6 31.07 � 3095 /G'-..-..-..-. - - I I 1 T/CC:
T/C: 31.1 29.45 .3 T/C: 29.00 T/ T/W: I >
I T/W:� \ \ 1.1 T/C: / 29.70 I 2912 29.65 / /
/ 32.05 \ �. \ 31.0 28.80 01,
T/C: A T/C:
/ \\� 31.25 \ / \ 30.60 6
0 29.95 I I --
/ \ T/C: / / / , / /
x 31. SPILL \ 30 85 29.75 2025 ��I \- -
\ 6„ T/C: 30.40 _ _ SPILL T 6"
\ \ 6„ O O 31.08 - - CURB 2�.45 r // ` i \ \ i75 ~ '�
T/C: 79/./'
--/ \ T / /
308 27. 0 //j `\ f f L1� / 24 P
SPILL ` H
31.T6 T W:
CURB 30 55 20 60 / / / / / / PILLCUR
\
/ / T/C: /
/ ' 31.07 30.00 / / / T/
C J
9 / , I / / 27.70
W: 31.96 T W: 7 T C: / i / \ 33
\ \ \ \ \ 31 31.55 - 30.40 SPILL
\\ CUR
SPILL T/C:
. URB 304
\ / T/C: /
30.65
SPILL / 1 �'
\\
CURB 30.83 T C /„
T/W: 30 95 8
\ \\ \ \ T/ : 31.55316
/�� T/W: \ /
\ ` \
GRAPNIG SCALE \\��' � \ 31.55 /W: T/Q \
\ \ \ \ / T / 28.45 T C: /
\\ \ 28.25
q '
0 10' 20' 40' 60' 80' \\ \ �\ �'� / SPIL / /" O
v \ 6" �I
1 \ \ \ \ \ 31 50 CURB c
MATGHLINE "All
I'=40'
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone:[phone] Fax:[phone]
Web: w .borum-wade.wm
N.C. License #: C-0868
5EAL5:
,
SEAL
10771
PRO,EGT:
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OY#6MXVELOPER:
RIVER RUN APARTHENT5, LLG
P.O. BOX 6111
RALEI6H, NORTH CAROLINA
ON 15"155
GONTAGT: MARK MOR6AN
DRANK BY: MLvi
DATE: DEC. 9, 2013
REVI5101`6
SHEET TITLE:
SPOT EBLEVI'ATION
f 1.m
FILE NO: FMAW MORGAiTNCHOL0A. - T ELEV
DRAM% SCALE: 1'=20'
PLAN SHEET NO,
G-b
-

NG65 MON. '5TOP", PIP NO. AE814q
1
WILLIAM G. 5PAIN I II I I
PIN.: 5664-68 6220 i
DB q1-E-23
I lip
\ L.
\ I i
\ IIi.Iri
\
1\ I,
GENE D. HU05ON f
PIN, 5664-68-5113
DB 64q, P6 01q
II
\ �I
LARRY K. PITMAN
\ \ PIN.: 5664-68-5085
\ E61651, P6 152
\
\
\
WILLIAM 5TANHOPE DEATHERA&E MF IN �I
PIN.: %15440-N58 )
065E,P5011
\ AREA TO BE/
\, SEEDED t M1CiEL
DAVID H. NEATHERLY
PIN.: 5664-61-4Tg8
DB 860, P6 168 /
ERNE5T HARDIN& CUTLER MF
PIN.: 5664-bb-7b3q
06. 12 E, P5. 361
NOTE5 :
I. BOUNDARY AND TOP06RAPHIG INFORMATION TAKEN FROM SURVEY BY BOR IH WADE
AND AT-50GIATE5 P.A. DATED g/21/20I3.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE NTH THE TOM OF GHOGOWINITY, N.( DD.T.
AND NCD.EN.R STANDARDS AND 9PTL119CATION5.
o
9' 24"
aE
FRIEDMAWRAVENKOOD. LL(,/
( PIN: 5664-11-Iq2'
05. 153q, P6. 001
51TE INFORMATION
51TE AREA: 6.136 AGE. W
51LT FENCE (TYPJ / /,� / ` /// • SITE COORDINATES:
//,%/ LATITUDE: 355I56° (±)
/ LONGITUDE: 11 Og46
des '�IMMER /I INXl TOTAL P15TLRBED AREA: 4.40 AG5. W
015TURW AREA TO SEDIMENT DA51N #1: 4.80 AG5. N
P15RR13FD AREA TO SEDIMENT BASIN #2: Lab AG5. W
SOILS: GrA, Cf5
RIVER BASIN: TAR-PANdICO
RECEIVING WATER COURSE: GRAWORD GREEK (5G, N5PV
POROUS 51LT FENCE W
\ BAFFLES
/ %DAM
/
24.0
j M / I/ /! FREOMAN/RAVENHOOD,LLG
PIN, 5664-11-1121
05. 153q, P6. 001
J i
///
/X/
l/t l 11 /l//IlJ
i/r.//lJ�1J/Iltr
J I l r'll`
TO BE
d
FILLMA5TE SOIL5 NOTE
IF FILL MATERIALS ARE BEING BROUGHT ONTO THIS PROPERTY OR IF WASTE
MATERIALS ARE TAKEN FROM THIS PROJECT, THEY 46T COME FROM A PERMITTED
SITE. IF FILL OR WATTE MATERIALS DO NOT COME FROM A PERMITTED 54TE
THEN THI5 INFORMATION MUST BE DISCLOSED AND 51401 N ON THE EROSION
CONTROL PLAN.
51TE NARRATIVE I
GON5TRUGTION 5EQUENGE
NARRATIVE: THI5 51TE 15 BEING DEVELOPED AS AN APARTMENT DEVELOPMENT CONSISTING OF 6 TWO
STORY BUILDINGS ALONG WITH A OOM•UNITY CENTER, AMENITY AREAS AND ASSOCIATED DRIVES
AND PARKING AREAS.
I. SCHEDULE PRE-(ON5TRUCTI0N MIEETIN6 WITH ONER5 REPRESENTATIVE AND GRADING CONTRACTOR,
TO OBTAIN GRADING PERMIT AND 0I5GU55 CONSTRUCTION 5E6UENGE.
2. INSTALL STONE ENTRANCE, RIP -RAP CHECK DAM, 51LT FENCE AT ENTRANCE AND STORM LINE 'A'.
3. AFTER STORM LINE "A' 15 INSTALLED COVER AND SEED 51DE51-OPE-5 AT CULVERT.
4. INSTALL 51LT FENCE A5 514" ON PLAN5.
5. STABILIZE ALL TEMPORARY MEASURES UPON INSTALLATION. DEVICES MU5T BE STABILIZED WITH
VEGETATION NTHIN 7 CALENDAR DAYS FROM INSTALLATION ON PERIMETER AREA5 AND SLOPES GREATER
THAN 3:1 OTHER AREAS.
b. THE CONTRACTOR SHALL PERFORM A SELF -INSPECTION AND CONFIRM THE ER0510H CONTROL MEASURES
ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
INITIALS / PATE:
7. CLEAR PORTION OF 517E TO INSTALL SKIMMER SEDIMENT BANNS (#I t 12).
8. C06TFXT SKIMMER 5WINENT BASINS #1 t t2 INCLUDIN6 SKIMMER DEVICE AND TEMP. DIVERSION 5E2M5.
q. PROVIDE PERMANENT 5EEDIN5 ON OUTER SLOPES OF SEDIMENT BASIN ONCE CON5TRUIGTED.
10. THE CONTRACTOR SHALL PERFORM A SELF -INSPECTION AND CONFIRM THE ER05ION CONTROL MEASURES
ARE INSTALLED AND MAINTAINED IN ACCORDANGE WITH THE PLANS AND SPECIFICATIONS.
INITIALS / PATE:
11. CLEAN OUT CONTROL MEA51RE5 WHEN SEDIMENT AGGUMILATION REAGHE5 ONE HALF TIE DESIGN VOLUME.
INSPECT AND MAINTAIN ER0510H CONTROL DEVICES FOR DURATION OF GON5TRUGTIONI. CHECK AND
REPAIR DEVIGE5 IN ACCORDANCE NTH N.PD.E5. PERMIT AND ER05ION CONTROL DESIGN MANUAL.
12. ONCE SEDIMENT BA51% ARE CONSTRUCTED, CLEAR REMAINING SITE.
13. BEGIN GRADING OPERATIONS.
14. INSTALL STORM 5E ER, DRAINAGE 5T RA;ZES AND INLET PROTECTION A5 NOTED ON PLANS,
15 INSTALL WATER SANITARY 5ENER AND OTHER UTILITIES A5 NOTED ON PLANS.
16. THE CONTRACTOR SHALL PERFORM A SELF -INSPECTION AND CONFIRM THE ERO51ON CONTROL MEASURES
ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
INITIALS / DATE :
I& BEGIN BUILDING CONSTRUCTION.
Iq. FINE GRADE FOR CURB AND STONE INSTALLATION.
20. INSTALL 51DEWAL.K5, CURB, STONE AND ASPHALT.
21. BAGKFILL UR3 AND PRE55 AND SEED 5HOULDER5, 5LOPE5 AND ALL RESULTING 015TWBW AREAS.
22. SEED ALL GRADED AREAS OIJT5IDE OF CONSTRUCTION AREAS ONCE FINAL GRADE 15 ESTABLISHED.
23. ONCE 51TE 15 5TA13ILIZED AND SEEDED, REMOVE TEMPORARY DEVICES NiETN DIRECTED BY
ENGINEER/IN5PEGTOR AND SEED REMAINING AREAS IMMEDIATELY AFTER COMPLETION OF REMOVAL.
24. THE CONTRACTOR SHALL PERFORM A 5ELF-IN51PECTION AND CONFIRM THE ER05ION CONTROL MEA51M5
ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS AND 5PEGIFICATION5.
INITIALS / DATE
25. CONVERT SKIMMER SEDIMENT BASIN xl TO WET DETENTION POND WITH CONCRETE OVERFLOW WEIR.
DURING THE POND CONVERSION A FILTER SOCK OR DEWATERI% 51LT BA& MUST BE 1.15ED ON THE
DEWATERIN5 PUMP D15GHAR&E LINE. 5CGK/BA6 MJ5T BE SIZED TO HANDLE PUMP DISCHARGE.
26. SEA AND INSTALL REQUIRED POND PLANTING FOR NET DETENTION POND.
21, FILL-IN AND 5ED SKIMMER SEDIMENT BASINS T2, FINALIZE CONSTRUCTION AND 5TA131LIZE WITH VEGETATION.
28. PROVIDE PERMANENT GROUND COVER ON EXP05W AREAS NTHIN 7 CALENDAR DAYS OF COMPLETION
OF PERIMETER AREAS AND SLOPES GREATER THAN 3:1 AND 14 CALENDAR DAYS OF COMPLETION OF
ANY OTHER PHASE OF CONSTRUCTION.
2q. OBTAIN FINAL CERTIFICATIONS OF COMPLETION.
_ KNFIELD 5T.
NORTH DR.
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NG HWY 33
VICINITY MAP
N. T. 5.
EGENJ)
0I5TURBED LIMITS
EX. GRADE
PROP. FINAL GRADE
INLET PROTECTION
SILT FENCE o c o
PKIEP61ON BERM / SCALE y TD ---->
511ALE
RIP -RAP CFEGK DAM
GALGULATIONS:
5MIMENT DA51N #I:
TOTAL 0I5TURBED AREA TO BASIN:
4b ACE.
DRAINAGE AREA TO SEDIMENT BASIN:
4.8 AC5. (1) (OFF-51TE WATER TO BYPASS BASIN)
SEDIMENT STORAGE REQUIRED:
- 1800 GF X DISTURBED AREA:
1800 GF X 4.8 A05. = 8W CF.
PEAK FLOW (Q Io):
G X I X A = 05 X 5.8 INAR X 48 AC5. = 13A2 CF5
SURFACE AREA REQUIRED:
- 325 S.F. X (Q 10):
325 5.F. X 13A2 CF5 = 4 2qO 5F.
BA51N PARAMETERS:
SURFACE AREA PROVIDED (0 ELEV. 24): c1053 5F. (OK)
SEDIMENT STORAGE PROVIDED:
ELEV.: 5URFAGE AREA: AVERAGE AREA: DEPTH: VOLUME:
24 q,853 S.F.
21 15,182 5F. I2,gll 5F. EID FT. 38752 GF.
38,152 CF. (O.K)
SPILLWAY PARAMETERS:
PEAK FLOW (011 1320 CPS
WEIR EQUATION:
H= (Q/ 3.1 X L) _ (25b GF5 / 3.1 X 12 FT) 2/a = 0.46 FT,
ELEV. 0 (Q io ): 0.46 + 21= 27A6 FT.
FREEBOARD: 285 (TOP) - 21.46 FT. = 1.04FT. (00
5WIWW BA51N #2:
TOTAL DISTURBED AREA TO BASIN: lbb AC5.
DRAINAGE AREA TO SEDIMENT BASIN: Ibb ACS. N
5EDIMENT STORAGE REQUIRED:
- 1800 GF X P15TLR13ED AREA: 000 GP X I& AGE. = 3,348 G.F.
PEAK FLOW (01o): G X I X A = 05 X 520 INAR. X Ibb AGS. = 5J GF5
SURFACE AREA REQUIRED:
- 325 S.F. X (Q 10); 325 S.F. X 5.1 CPS = 1,bb25F.
DA61N PARAMETERS:
SURFACE AREA PROVIDED (0 REV. 245): 1,482 S.F. (O.K)
SEDIMENT STORAGE PROVIDED:
ELEV.: SURFACE AREA: AVERAGE AREA: DEPTH: VOLUME:
245 1,482 S.F.
2b5 2,113 5F. 1,828 S.F. 2.0 FT. G F.
3,65b G.F. (OKJ
NTO
PEAK FLOW (01o): 5.1 CF5
WEIR EGNATION:
H=(013.1XL) _(3.3CPS /3.1X10FT)23= 0.31FT.
ELEV. ® (011 265 + 0.31 = 26.81 FT.
FREEBOARD: 28 (TOP) - 2bb4 FT. = I.Iq FT. (0K)
'NOTE: RAINFALL INTENSITY 0) TAKEN FROM N.OAA M3351TE FOR 10 MIN. DURATION
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: 336-27S-3719
Web: www.borum-wade.com
N.C. license #: C-0868
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RIVER RUN APARTWNT5, LLG
P.O. BOX bill
RALEIGH, NORTH GAROLINA
(glq)155455
CONTACT: MARK MORGAN
DRANK BY: MLN
DATE: DEG. q, 2013
REV1510N5:
FILE NO: FAMARK MORGAHlGH000..\ER0510N
DRAWING SCALE: 1'=40'
PLAN SHEET NO.
11

5EEDIN6 5PEGIFICATION5
SEEDBED PREPARATION
I. CHISEL COMPACTED AREAS AW SPREAD TOPSOIL THREE X E5 DEEP OVER ADVERSE SOIL CaDITIONS, IF AVAILABLE.
2 RP THE ENTIRE AREA TO FOUR INGE5 DEPTH.
3. 04M ALL LOOSE ROCK, ROOTS, AND OTHER MTIWT06 LEAVIN6 SURFACE REA50NARLY SMOOTH AW UNIFORM.
4. APPLY A6RICULTWAI. LIME AND FERTILIZER UNIFORMLY AMID MIX NTH 50L (SEE BELOW).
5. GONTINE T7LLAM WnL A YELL-PILVERIZED, FIRM, REASONABLY UNIFORM SEEDBED 15 PREPARED FOUR INCAE5 DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AMID COVER SEED LSHTLY NTH 5EEDING EWIPIBM OR CULTIPACK AFTER 5I3DN6.
1. M1LCH IMMEDIATELY AFTER 5EED1% AND ANCHOR MLCH.
8. N5PEGT ALL SEEPED ARFA5 AND MAKE NEGE55ARY REPAIRS OR RESEEPW- NTHIN THE PLANTN6 SEASON IF POSSIBLE.
IF 5TAW SNOI.D BE OVER "DAMMED, REESTABLISH FOLLONN6 ORKINAAL LIME, FERTILIZER AND AFTER
COVER 15 ESTABLISHED.
9. CON51T CONSERVATION IN5PEGTOR ON MANTWWE TREATMENT AW FERTILVATION
APPLY. A6RIQILTURAL LIMESTONE - 2 TOPS PER ACRE
SOIL AM MtNT5 - 10-10I0 FERTILIZER AT 150 PgN05/ACRE
- 2,000185/ACRE 6RDUW A6RICALTI RAL LIMESTONE
M11LCM - 4,000 POUTID5 5MALL GRAIN 5TRAW PER ACRE
ANGWR - ANCAHOR STRAN BY TACKIN6 NO ASPHALT, NETTING OR A MACH
ANGHORN5 TOOL. A DISK NTH BLADES SET NEARLY 5TRA&IT
CAN BE 15FD AS A MACH ANCHOR1% TOOL.
SEEM 5O®ULE
LATE NNTER - EARLY 5PR1%
A CRASS.
(u TALL FESCUE - 150 CBS. PER ACRE.
8. GRASS - LE611,E MIXTURE
(U TALL FE5aE -100 1-55. PER ACRE PLUS 5EREOA LE5PEDF7A (SCARIFIED) - 60 CBS. PER ACRE
(2) TALL FESCUE - 100 LEFT. PER ACRE PLUS GRONNVETGH - 25 CBS. PER ACRE.
EARLY SPRNG - LATE 5A•f•ER
A GRASS.
(0 TALL FE50JE -150 LEIS. PER ACRE
B. 6RA95 - LER E MIXTURE
(U TALL FE5G.E -100 LEG. PER ACRE PLUS 5ERELIA LFSPEDEZA (SCARIFIED) - 601 %. PER ACRE.
A GRASS.
N TALL FESCUE - 50 LB6. PER ACRE
(2) TALL FESCUE - 100 LES PER ACRE PIJ15 BRONROP MILLET OR 5OR614,M-SUDAN HYBRIDS -50 CBS. ACRE.
LATE SIMMER - EARLY HATER
A GRASS:
0) TALI. FESQ.E -150 LOS. PER ACRE.
B. GRASS - LE61)FE MIXNRE
(U TALL FESCIE -100 L55. PER ACRE PLUS 5ERECIA L59TEZA 015GARIFIED) - 60 CBS. PER ACRE.
ADD 71E FOLLOWING TO THE THE ABOVE N-AMN66
BETWEEN MAY I AW PUG, S ADD 15 L05(ACRE5 5WAH5RAS5 OR IO UYVACRE 6ERMAN MILLET,
BEFORE MAY I OR AFTER Wm 15, ADD 40 LWACRE RYE GRAIN
TEMPORARY
5EEDIN6 5PE6IFIGATION5
DEFINITI
5EE011,16 PIS U2BED AREAS NTH 6RA55E5 OR 1.E6Lt-E5 To PRWIDE TEMPORARY 6ROUW COVER To LESSEN 501L E IRO510H.
I. TO TEMPORARILY STABILIZE GRADED UT AND FILL SLOPES THAT CANWT EE SEEDED NTH PERMANENT VEGETATION
MTHN THIRTY DAYS AFTER COMPLETION.
2. TO TEMPORARILY STABILIZE 6RADED ARFA5 OF BARE 501L HERE PERMANENT VEGETATION COVER 5 NOT NEEDED OR
HERE 6RADIN6 HAS NOT BEEN COMPLETED AW PERMANENT SEEDING MLL BE DOPE LATER
COWI710N5 HERE PRACTICE APPLIES
M5RE BARE SOIL HAS BEEN EW05M BY 6RADIW AH O VEGETATION COVER 6 NEEDED FOR ONE YEAR OR LESS. MAY
INCUIDE SIGH AFeA5 AS TEMPORARY SEDIMENT POW, DIVHLSIM, SOL 5TOCKPILE5, EULOM5 PAD5, Ra-6RADED ROAD
BNI:5, ETC. IT 15 AL50 USED TO PRO14PE A TEMPORARY PERIMETER DIFFER
PREPARATION
PREPARE SEEDBED BY RIPPM5, CHISELING, HARROMN5, OR PLOMNG TO DEPTH OF AT LEAST SIX INC4B 50 A5 TO PRDDLGE
A LOOSE, FRIABLE SURFACE. INCORPORATE 7-0-IAOO POMOS 10-10-10 FERTILIZER AND W TO TWO TONS OF DOLOMITIC LIME
PER ACRE (NOTE: LIME MAY NOT BE NEEDED IF A SOIL TEST ININGATES A PH OF 65 OR HIGHER). MILCNNC 5 REWIRED
ACCORDING TO THE SAME SPECIFICATIONS AS FOR PERMANENT SEEM ILE95 MANED BY 50IL 5GIBINST. SELECT SEEDING
MIXTURE AND BEST PLANTING DATES FROM TABLE 12.
TABLE 12
TEMPORARY 5®IN65
5EEOM MI SING RATE (LB/ACRE) PLANTING DATE
RYE GRAIN AW 120 LEI. .MAN. I - MAY I
KOBE LESPBJEZA 50 LES.
6MW MILLET OR 40-50 CBS. MAY I - A16.15
SMAN GRAY
RYE (6RAIW 120 CBS. N16.15 - DEC. 30
MAY %%TITUTE OATS
BEFORE OCT. I OR MEAT
FROM OCT. I - WV. 5)
RYE GRAN 40 LBS. AW. 15 - WV. 30
I. AFTER SEEDING, 7}E AREA 5 TO BE ROLLED OR LULTIPACKED TO IN511RE THAT 7}E SEED 15 PM55M INTO CONTACT NTH SOIL
SURFACE. ALL SEEDED AREAS ARE TO BE MI. V NTH 5TRAM MUNCH AT THE RATE OF 4,000 LIES PER ACRE.
2. APPLY ASPHALT 5411-51ON TO TIE 5TRAW MLCH AT THE RATE OF 150 6ALLONS PER ACRE.
3. THE ABOVE 5EMM FTLOWMAT 06 AW RATES HAVE BEEN PREPARED FOR SELECTION OF A VE6E7AELE COVER 5UTABLE
FOR 501L EROSION CONTROL IN THE HIJV5CN AREA
4. AREA SOIL TYPES, CLIMATIC, CONDITIONS, SEED AVAILABILITY AND INDMDUAL RANT OLARACTERI5TIG5 ARE ALL TAKEN INTO
AC.GOLW N THE ABOVE REGOMEWAT05. Of TO DENSITY, UNIFORMITY AW TEXTI RAL aUALITY REASONS, THE ABOVE
59ECT1O25 ARE NOT RfLOMFBaEP FOR LAWN AREA USE.
SILT FENCE
V MAX BETYEEH P05T5
9
IriM,
IT TACK LAYER 57 W &W STONE
- - - SILT FEHCE - --0
aA% v RIP -RAP
51LT FENGE W/ ROGK OUTLET DAM
I. ROCK DAM TO N 7 H16H NTH 2 TO I SIDE SLOPES.
2. EXAVATE FOIWATION FOR ROCK DAM A MIN. V ME ,1' Dom' NOV LOWS ON LEVEL GRADE.
3. IGPWT FEHOE5 WAY AW AFTER RWALLEVBH15. REPAIS SHALL 8E MADE IMMEDIATELY
4. REMOVE SEDIME HT DEPOSITS AS WKE55ART' TO EI&RE ADMAYE STORAGE VM ME5.
5. SHE SILT FENCE PETAL FOR 5PECPIG5 ON 5LT FENCE
ELEV. 285
ELEV. 21.4b
ELEV. 21.00
ELEV. 28.0
ELEV. 2681
ELEV. 26.5
T
i
8' MAX BLTWgN POSTS
L = 14 FT.
1.04 FT. FREEBOARD '
SKIMMER
OVERFLOW 5PILLWAY#1
INSTALL IN AGGORDANGE WITH 5EGTION 6b4.1 OF THE N.GDPNR DE5I6H MANUAL.
SEED 5KIMMER 5A51N AND 5PILLWAY IN ACCORDANGE WITH 5EEDIN65 5PEGIFIGATION5.
L=10FT.
IN FT. FREEBOARD ^"
SKIMMER
OVERFLOW 5PILL14AI#2
INSTALL IN ACCORDANCE WITH SECTION 6b4.1 OF THE N.GDENR DE51GN M1AN1)AL.
SEED 5KIMMBR BA51N AND SPILLWAY IN AGGORDANCE WITH 5EEDIN G7 5PEGIFICATIONS.
FLTER FABRIC WU
METAL. POST MIRE BACKING
STONE
1 � �j�
f lTllr
b'
I. DRIVE STEEL POST 18' INTO 6RO%V AND EXCAVATE A V X 6' TRENCH
UPHILL ALONE, THE LINE OF POSTS. MAX. V BETWEEN POSTS. I'05t. 5' MN LONG. IRIAN6LE STEP
2. ATTACH WIRE FENCE TO P05T5 AND EXTEND THE BOTTOM OF THE g. MAX SPACM
FENCE 6' INTO THE EXCAVATED TRENCH.
3. ATTACH THE FILTER FABRC TO THE WIRE FIXE AND EXTEND THE ERE: 14 6AU6E, MESH SPAINS
BOTTOM OF THE FABRIC b' INTO TIE TREWGH, 6 WHES
4. BAC BILL THE TRENCH AND COMPACT THE STONE FIRMLY TO ANCHOR
THE BOTTOM OF THE SILT FENCE 50 11AT THE 1aNOFF 15 FORCED TO STOW, 5T WASHY STONE
60 THW) THE FENCE AND CANNOT 60 RM IT.
SILT FENGE
WE A5 R
MANTENQU, M5PECT DEVICE RBGILARLY TO ENSURE PROPER FUNOTIO IN9
RB40VE SEDIMENT ACCAA4AATION FROM MRIV FENCE AW REPAIR IF NEQ%5ARY.
757-TI Z
14 6AJ16E
HARDKW CLOTH
NTH 14' OPENINGS
51 STONE-N
W-11,
�ml
m
�- - IN -ET
HARDWARE GLOTH # GRAVEL
INLET PROTEGTION
MAINTEOWZ INSPECT DEVICE RERILARL.Y TO DOM PROPER MTIOHIH6.
REMOVE 5EPME HT AC,GMLATION FROM BEHIND HIRE AW RH'AW EP ACE IF NECESSARY.
TOP OF FABRIC SHALL BE `•SORT WIRE TO PREVENT SA661N5
6' ABOVE YEIR / OUTLET ELEV. -STAKED INTO 6RDUD A5 HIM
WRAP FABRIC OYE R TOP NNE AND
n / 5ECa1RE W ZIP -TIES, NRE, OR STAPLES.
TRENCH FAWX INTO BOTTOM 4
100 700 g/m2 (AIR EROSION BLANKET OR M SIDES, 6' MIR" (OR 5ECtRE NTH
MATTING BACKED NTH INO6 MIRE 8' W05ION CONTROL 7n* 5TAPLES)
STEEL °.aPPORT FOS* 4' MAX
_/ 5PACNG, 24' NR WZY DEPTH
SPLION6 OF FABRIC 15 NOT ALLOWED -15E
C.OMI LO15 RECE ACROSS TRAP OR DA61R
POROUS BAFFLE
FOR FILTER BA51H
MMNTEIMM ASPECT RE611LARL.Y TO BE M DEVICE 5 RJNGTIg8N5 PROPERLY.
REMOVE 5E21MEW ACCHLATION N#IEH NIACIN 15 ONE HALF PAL AW REPLACE MATH& A6 NICE55ARY.
Arm Assernbi'y
am
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PsTe
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nd side Fdexst�f
o1
14 SEDIMENT BASIN xl: ELEV, 25D
SEDIMENT BA51N 12. ELEV. 245
Nb VIEW
2' MN
_ 4' MN FOR BEAE
O�Zm-4�7-,
6' TYPICA'L �NA6 SS LNNS'
I (OR APPROVED E9JAL)
SEEP LPON 06TALLATION
DIVER510NERM / SHALE
M AIME AHOE, INSPECT DEVICE RES(UnY TO MM PROPER RWTIONIN5.
REMOVE SEOWEHT ACQ.HLLATHON IN DITCH AND WAR IF NECESSARY.
4 MN (TYP1
9' MIN. r A
CLA% V WELL
6RAPED RIP RAP
A
\
13, 57 WaSFED
"1�K T
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2
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-it erEnt; p
Unit
Pi pe
HvrIpef Dil° 1£
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,
FRONT VIEW
P.V.G. SKIMMER
FOR SEDIMENT BASIN
I. SKIMMER TO BE CONSTRUCTED OF 5CHEDI.E 40 P.V.G. PIPE A5 90 M
2. CONNECT SKIPIER TO UWERDRAIN NTH 90' ELBOW AT END OF FLEXIBLE HOSE.
3. ADDITIONAL P.V.G. PIPE KAY BE REQUIRED FROM INLET TO FLEXIBLE HOSE AT SKIMMER
TO BR5URE SKIMMER ASSEMBLY 15 LOCATED OUTSIDE OF EMBANKhErT.
4. SKIMMER TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION bb4 OF THE STATE OF NORTN CAROLNA
EROSION AND SEDIMENT CONTROL FLANNIN5,AND DE516N MARAL
5. SLIMMER 51ZE. 3 INCH - SEDIMENT BASIN NI
SLIMMER SIZE, 15 INCH - SEDIMENT BASIN 12
b. ORIFICE PLATE TO BE MIN 2.9 ICIE5 IN DIAMETER - 5EDMENT BA61H NN.
ORIFICE RATE TO 13E MIR 12 WCkES IN DIAMETER - SEDIMENT BASIN n.
CLOTH
CLOTH " I N I �F
RIP RAP GHEGK DAM
MANTENANGE, INSPECT DEVICE RE6d.ARLY TO ENSM PROPER RWTIOIH5.
REMOVE SEDMIT ALLU4AATION IN DAM AW REPAIR IF FEG£55ARY.
LOCATION. INSTALL AT END OF WER51ON BffU15 4
LON SIDE OF STONE CON5TRIGTIONN E NTRAICE.
6EOTECH LINER _--0- WHIM
A6GREGTE
NCPOT 5TO. #11501.01
STONE CONSTRUCTION ENTRANGE
FOREST HILL ROAD
MANTBIANGE: UYPECT fWRLARLY TO ENSURE DEVICE 15 FUNCTIONIM PROPERLY
REMOVE SEDIMEHT ACGUdAATION AS NECESSARY AW ADD ADDITIONAL 5TONE
TO MANTAN DE516H SPEC FNGATIOH5.
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Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone; 336-275-0471 Fu:336-275-3719
Web: w ,borum-wade.com
N.C. License #: C-0868
SEALS.
5chedule 40
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10771 '
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PIPE OUTLET
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ONER/DEVPLOPER:
RIVER Fa APARTMENTS, LLC
P.O. BOX 6171
RALEI6H, NORTH CAROLINA
(91Q) 755455
CONTACT: MARK MORGAN
DRAM BY: MLW
DATE: DEG. 9, 2013
REV1510N5:
SEEPET TITLE:
ERM CONTROL
DETAIL5
FILE N0: F;VVn MO%ANiC O -\ER05MAIL
DRAWING SCALE: NT5
RAN SHEET NO.
G-12

I
4
1
GRAPHIC SGALE
� 11
I. THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR AS SPECIFIED.
NO SUBSTITUTIONS SHALL BE MADE WITHOUT PERM155ION FROM THE LANDSCAPE ARCHITECT.
2. PLANTING ELEVATIONS FOR 5HALLOW LAND AND SHALLOW WATER PLANT LOCATIONS SHALL
BE STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION.
3. PLANT BED AREAS SHALL BE AMENDED AND TILLED AT A MINIMUM DEPTH OF 51X INCHES.
PLANT BED SOIL MIXTURE SHALL GON515T OF PINE BARK SOIL CONDITIONER (2" DEPTH) AND
SANDY LOAM TOP501L FROM ON-51TE (2" DEPTH). A 501L SAMPLE SHALL BE TAKEN PRIOR TO
INSTALLATION TO DETERMINE FERTILIZER (NOTE: FERTILIZER MAY BE ADDED ONLY ONCE AT
PLANTING) AND PH REQUIREMENTS. THESE AMENDMENTS SHALL BE TILLED TOGETHER WITH A
MINIMUM OF 2" OF EXISTING 501L TO OBTAIN THE PLANT BED DEPTH OF 51X INCHES.
4. PLANT BED AREAS IN THE SHALLOW LAND AREA SHALL BE MULCHED WITH 2"-3" OF
SHREDDED PINE BARK MULCH.
5. PLANTING SHOULD BE DONE DURING FALL AND/OR WINTER. 5HALLOW WATER PLANTS SHALL
BE INSTALLED BETWEEN APRIL I AND JULY 15.
6. ALL PLANT MATERIAL SHALL MEET OR EXCEED THE STANDARDS SET FORTH BY AMERICAN
ASSOCIATION OF NURSERYMEN.
7. ALL PLANT MATERIAL SHALL BE THOROUGHLY WATERED AT TIME OF PLANTING AND
THROUGHOUT THE PROJECT UNTIL THE OWNER HAS ACCEPTED THE PROJECT AND ASSUMED
RESPONSIBILITY.
8. REFER TO CHAPTER 6 OF THE NGDENR STORMWATER BMP MANUAL FOR ADDITIONAL
INSTALLATION INSTRUCTIONS.
WARRANTY 4 MAINTENANCE
I. FERTILIZER AND PESTICIDES SHALL NOT BE USED AFTER THE INITIAL PLANTING.
2. HERBICIDES SHALL ONLY BE USED BY LICENSED PERSONNEL WITH 5PEGIFIG TRAINING FOR
AGUATIG USE.
3. THE LANDSCAPE GONTRAGTOR SHALL WARRANTY THE PLANTINGS FOR A PERIOD OF TWO (2)
YEARS. ANY DISEASED, DAMAGED OR DEAD PLANTS SHALL BE REPLACED DURING THAT PERIOD.
4. REFER TO THE NGDENR 5TORMWATER BMP MANUAL CHAPTER I FOR MAINTENANCE
REQU I REMENT5.
5. THE PLANTING AREA SHALL BE KEPT FREE OF ANY WEED5 (ESPECIALLY GATTAIL5).
6. LONG TERM MAINTENANCE SHALL REPLACING ANY DAMAGED, DISEASED OR DEAD PLANTS IN
ORDER TO MAINTAIN A FULLY PLANTED AREA.
PLANT LlST
COMMON NAME
SCIENTIFIC NAME
QNTY
SIZE
REMARKS
CARDINAL FLOWER
LOBELIA CARDINALIS
58
SP-I PLUG
3G" O.C.
DUCK POTATO (ARROWHEAD)
SAGGITARA IATIFOLIA
51
SP- I PLUG
30" O.C.
HORSETAIL
KQU15ETUM HYEMALE
58
SP- I PLUG
24" O.C.
LIZARD'S TAIL
5AURU5 CEKNU5
87
5P- I PLUG
30" O.C.
PICKEREL RUSH
PONTEDENA CORDATA
89
SP- I PLUG
30" O.C.
SHALLOW SEDGE
CAREX LURIDA
7G
SP-I PLUG
24" O.C.
SOFT RUSH
JUNCUS EFFU5US
73
SP- I PLUG
24" O.C.
SWAMP HIBISCUS
HIBISCUS MOSCHUETOS
85
SP- I PLUG
30" O.C.
WETLAND PLANT SOURCE: WETLAND PLANTS, ING. EDENTON, NG
I
PER 20 L.F.
f'LJ1Iy 1 wit-NLIINV
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web: www.borum-wade.mm
N.C. license #: C-0868
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RIVER RUN APARTMENTS, LLG
P.O. E30X bill
RALEI6H, NORTH CAROLINA
(919) 155455
GONTAGT: MARK MOR6AN
DRAW BY: TMK
DATE: DEG. 4, 2013
REV1510 6
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