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.0 -,',,; 4-•I'‘,-,,,,,Ir,‘ .--- h.W. NORMAL POOL. 38,5 , (1-,,-/-.7` \ TEMPORARY SEDIMENT BASIN
-...f" N° OWNER: DLH NORDISK, INC.
i.. .1
, 1S•4 ,2, \
SITE ADDRESS: 6841 MALPASS CORNER RD. ,t--i QC)
.." " \ \BOTTOM: 34.5 : \ 395',X41205' (MIN. .3' DEPTH),
V.,2 3 30 C--,
D'V
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\ 7 88 2-- JOHN J. ROWE and wife JOYCE ERLENE PENDERCo. PARCEL No. 2276-79-6116-0000
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EXISTING-4,/,
TOTAL AREA 37.62 AC (1,638,925 SF)
PLANTED FIELD \
-N- .,0,-'•,77(:' T.E01._ S1RUCTURE -- \ -\'?)„,',„„ . • 1 TAX ID #2276-78-2161 -000 DISTURBED AREA 15.65 AC NOTES: F.,T4 .. N N LTd:'_
DETAILED PLAN) , , „.. ZONE: RA ZONING RA 1) NO WATER OR SEWER REQUIRED FOR PROPOSED BUILDINGS. I I KS
\\:.•.,..1--T5 7„..,..5.,...0„, ( INV: 39.35 N ,\-•?44. , --;,,;."'''' ''''' 4.60 68.
USE: VACANT USE OFFICE -+-) o o.
----..., \ (SEE DETAIL) \ 2) BUFFER REQUIREMENTS-BUFFER ''A". A-2) 20' WIDE STRIP WITH 3 v) 0 0 0 z
CANOPY TREES, 2 UNDERSTORY TREES AND EITHER GRASS COVER a., 0
43.60 1 \ -• NY'' '.,, '-•,' ...-:,,„00000,.;4,47.„ ''--- -
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tbr.) CY) CD 1
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FRONT: 30' OF AT LEAST 98% COVERAGE. (EXCEPT WITHIN 4' OF THE BASE OF ., .9
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\ ,.,,-'' SIDE: 10' I--4
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'••••'''', \ \ -7441-411\\\ \.::\\
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No. OF PROPOSED BUILDINGS 1
N-I •I-I CO ©
...-'"------- PROPOSED BUILDING(S) 6,900 SF OVER EXISTING
-. --, v , _, V,,‘-. l• 2:<,,,:,,,,,,
IMPERVIOUS '":7-1-:::-1.7-MEI
'-.... '-'•
228 SF NEW IMPERVIOUS
-JB No.2
PROPOSED BUILDING HEIGHT 23'± ,
---.... ---... u..T
-7\ , //,j- ) 74,,,- ;3.92 88•5° RIM: 44.0
ON-SITE IMPERVIOUS SURFACES EXISTING PROPOSED ..,,,,',..giti.i,i' •.,clksliiW ,,411 /,', FEB 2 5 2015 '
.----- , --....
„„----
INIV(1 8P): 36,5 BUILDING AREA 157,688 SF 228 SF Fl A INV(24"): 36.0 ---- 6RD3 iloq IS PK `5b:)115 i ,i L.,
ASPHALT/CONCRETE/POND 360,055 SF BY:
'-"'-- ''''2 •••N*<''''--=*. '''77 7 „7 43.84 Be FUTURE IMPERVIOUS 206,802 SF
",„ TB
,,, TOTAL 517,743 SF 207,030 SF
--„, N., ---,..,,,,..„ „:--...,3,_,„_„" •,,," _...,
LEGEND
N N 43.40,,,,,z,„. .',,,5;5-
..-- ..-. -14,- • % ON-SITE IMPERVIOUS 32%
N. \ c,..,I?".
- - -- -- -
\ -A TB 38.17
.7.-----.....- TOTAL (EXISTING + PROPOSED) 724,773 SF 44% - --- -32 EXISTING CONTOURS --
'V
KIMAIW Ali2MW'I'4W-I" 244•" LIMITS OF DISTURBANCE Vbr41' o ,
ix
, ___7_XISTING IRON PIPE
SURVEY REFERENCE WOLFE TIMBER, LLC ri- 43.15 ',43.6 . (OPEN) 3/4- 2'
.„----------- ,o. , CARO/ill/
PARKING REQUIREMENTS N\\\0„._" \C
Ifti•g° TSF _ TEMPORARY SILT FENCE 0\- ••*E.ss/r;.;:. %-•
DEED BOOK 815 PAGE 83 DEED BOOK:2560 PAGE:310 EXIST. OFFICE AREA 3,650 SF nil.(/63:flaN' ---- X -- •''''. ...i,„*„._,„ . ......q-C) '-' ..
DEED BOOK 832 PAGE 335 TAX ID:2276-68-4163-0000 1632\ \ "°"...-1 EAST
..-77' EXIST. WAREHOUSE AREA 103,519 SF
PRO. WAREHOUSE AREA 0 SF
STEEL POST
DEED BOOK 326 PAGE 470 ,-s-i,74 i \ \ OF CULVERT
MAP BOOK 29 PAGE 17 ZONE: RA .24GAL-111 \ .7 . .
win FABRIC ...-,,A,0
_,,, PROPOSED SPOT ELEVATION :* SEAL '.. -_-_
MAP BOOK 24 PAGE 91 USE: VACANT
,-"7. PARKING REQUIRED (WAREHOUSE) - _
DEED BOOK 727 PAGE 255 ( FOUR COUNTY BAC.) 1 PER 5,000 SF _/INTERMEDIATE II• ,-,„, u. ._ . . .. .
..,"""" 103,519/5,000 21 SPACES 0
DEED BOOK 867 PAGE 273 (NCDOT)
1 7
_ e FUTURE DEVELOPMENT \s_ 77-L.1 •• __',... 17374 jgC)--..?
Ng.t:,-":', er,'-, c7t. ...,,(Z-=•-•.-
_ ______ . . ,fs'I''4. 46.'•.A.I . '111 '\
,...
1 ANCHOR FABRIC SKIRT
ix..,
PROPOSED ASPHALT 15 SPACES 7.-, • ,. • - . . .
II . .
, iiimillo
.777--- 36 SPACES -
. . ..,. .. . .,
25 SPACES *ml. SFENCE' FABRIC SHALL BE A MIN.OF 32' IN WHIM AND WETLANDS ..... 02-19-15
'N. \
...--7"---- 7-- TOTAL
06TRp5AKE0:1 EXISTING/N PARKING250 PARKING REQUIRED(0 F F IC E)
PROPOSED PARKING 11 SPACES SHALL HAVE A MIN.Of SC<LINE WIRES VATH 12 STAY
SPACINO.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN.OF / 1
1 DATE
PGT
N.,
\ TOTALR IP GENERATIONPARKING (E:GI SETNI NE GfiA+LP RLOJ GPHOTS EI ND D)
UNIT OF MEASURE=1,000 SF) INDUSTRIAL) 36 SPACES
3. ADEQUA36STEELENGWEER."POSTTE7LL• THEFABR:wifiALf-OFABRIC*INBEHIDGHTASFASIENED7D BEBYOFMTHEE
TEMPORARYFENCE DRAWN EJW
SELF-fAsTENER STEEL SILT
'',...
"77'7'
N.
97/... OTAL BLDG. AREA (EXIST. & PRO.) = 154,718 SF
TOTAL UNITS= 155
AM PEAK HOUR TRIPS PER UNIT= 0.92 BAR SC 1, 100P C 1
. ., \ _77' DATE PRINTED PM PEAK HOUR TRIPS PER UNIT= .97 ALE .=
N -
AM PEAK HOUR TRIPS= 143 TRIPV,HR
PM PEAK HOUR TRIPS= 150 TRIP /HR
AM & PM HOUR TRIPS PER UNITS DETERMINED FROM
ITE GENERATION HANDBOOK-8TH EDITION
\
.„.--.7-. ,----.
FEB 2. 5 2015 100' 50' 0' 100' 1 50' 200' SHEET 1 OF 1
N.
1 5003

i
l REVISIONS
\ ` 1 � % ` - -- `. i_ Date Description By
Approved by the Render ��, ; / J ,,
''�, A' R iJ[ .I Ih f\ a/0i OIy ET AL r ,, t
County Unified ;` r 8CL 2,�c , f iNs
Development Administrator j \ °' iy
( rT r f , ' I ,i
Name Date °'/ -� , `„ ZONE: RA • �,, / %
1�. �. r-,'1 IR 1 V )C
- EXIS T EXISTING r(JBSI F 1 ACE �,/' -' , r- C'- ? I
ll
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;f.
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MAP BOOK .7 i PAGE ti'?� lJ `` .�, : %\ / ,•' /' { ;r' \•',..,4 ;,.\ (NJ j Is'
*Site plan valid for five years from approval date. __ y�, ` C;>
SE SIDCh '!Ai_ "IAA � � � C' //� --- \
LOCATIONMAP v Ew�c7 )O \EXIS1° VEGETATION r( d 1. / 7 �, r
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'\ /-' OCT 2 2013 - SHEET 1 OF 3
100' 50' 0' 100' 150' 200'
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S,Q �\ \ 7 N REVISIONS
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\ ''r, e-O-N3TROL STRUCTURE \ 43</ RIM: 44.4 # MANAGEMENT COLOASSION Cp ?
\\\ /432D RIM: 41.50 •43'96 (SE' SHEET C2 FOR 4o. _•�D 1 �39.01 INV: 38.0 TAX ID 2276-78-2161 -000
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� V INV: 39.35
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SITE DATA:
\ � 92 3850 JB No.2
43.4a PLANTED FIELD
Gs ;f RIM: 44.0
v es9D 2s°y / INV 18" 36.5 OWNER: DLH NORDISK, INC.
N/FSITE ADDRESS: 6841 MALPASS CORNER RD.
/ 43.30/ \� � INV(24"): 36.0
JAY S. MI�M, ETAL ��y 5' .5: F ja4 Pa4o PENDERCo. PARCEL No. 2276-79-6116-0000
„'% TB
TOTAL AREA
DEED BOOK 2125 PAGE 109 G.a�R \ ' DISTURBED AREA 37.62 AC (1,638,925SF) LEGEND
\ k� ie 72ti33�47 38,7 ZONING RA
NI-
G\\\�\ 8 �5° A.10 USE OFFICE ��' EXISTING CONTOURS ti
\ ,/ ADD F ?4•, LIMITS OF DISTURBANCE \� ����I I /,/
� \% "'J B�XISTING IRON PIPE \ CEO
SURVEY REFERENCE 43.,5 439 IRO,
'az.90 • \ 80
(OPEN) 3/4 2' . •. ./
DEED BOOK 815 PAGE 83 gz.7z\ z74cAL-IE EAST ��\ �%
No, OF PROPOSED BUILDINGS 3 X TSF TEMPORARY SILT FENCE Os' •'.ESSi ,
DEED BOOK DEED BOOK 326 32 PAGE
PAGE34 0 3 75, \\ \ OF CULVERT / PROPOSED BUILDING(S) 31,000 SF .q °�y('•�'y
MAP BOOK 29 PAGE 17 \ �0 =
MAP BOOK 24 PAGE 91
� PROPOSED SPOT ELEVAT = S E A L _
DEED BOOK 727 PAGE 255 ( FOUR COUNTY EMC,) / ON-SITE IMPERVIOUS SURFACES EXISTING PROPOSED
DEED BOOK 867 PAGE 273 (NCDOT) BUILDING AREA 123,718 SF 31,000 SF XK� 17374 Q\
ASPHALT/CONCRETE/POND 337,055 SF 23,000 SF <Y? FUTURE DEVELOPMENT F \
/ FUTURE IMPERVIOUS 210,000 SF
TOTAL 460,773 SF 264,000 SF • 7 GREGOR \\\\
N
PROPOSED ASPHALT \\
/ % ON-SITE IMPERVIOUS 28% 16% e..
TOTAL (EXISTING + PROPOSED) 724,773 SF 44% WETLANDS DATE 04-19-1 1
N
+F DESIGN PGT
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DATE PRINTED BAR SCALE i =100
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N \\ APR 2 8 2011 100' 50' 0' 100' 150' 200' SHEET 1 OF 3
11004

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DRAWN EJW
DATE PRINTED BAR SCALE 1"=40' C2
APR 282011 5-I SHEET 2 OF 3
40' 20' 0' 40' 80' 120'
11004

SITE WORK NOTES REVISIONS
4'Mix. 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
19-VARIES (6'-8' MIN.) - 0/GAUGE HARDWARE CLOTH Y
(1/4 MESH OPENINGS) (� 1 CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. N Description
AS DIR. BY ENG. Z- ORIENTATION IONOR PIPE 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS Date P By
I OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
NCDOT #5 OR # 57 STEEL POSTS
WASHED STONE I 1 j i+ ,, , I. r- - i- - 7 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
-/
- STEEL POST I I VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC __
WIRE FABRIC �/a�� /•••4 •A/ #5 # I 1- + t ��;11 T Mil I CASTING MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
�� NCDOT OR 57 I I ;r C N
_ •vr�� 0' • WASHED STONE " '+ f, (1 NOTE:
HT BNU3A FORD cATCI°S' 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
mil/ omo •41• i _ ���0REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
MIN. 12-1 2 GA. o m FILTER FABRIC •/� omo ��� o of.o, - - - - 1 FORBI YARD INLETS
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
/INTERMEDIATE WIRES •/'IffiliMMI1' /• • I,, •• d W CONC. COLLAR
I •/� � .� I• o r •• �I• I REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
M /••I�•�Iy��•��: �Q��/ j - - - - J 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
oc
w 109'.°"0 43000 0 o
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
PLAN EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
y �; / 1 -O� FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
CONSTRUCTION SPECIFICATIONS: CONC. COLLAR ASPHALT PAVEMENT 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
ANCHOR FABRIC SKIRT 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING ELEV. VARIES PROPERLY PERMITTED FACILITY AS REQUIRED.
o AS DIRECTED BY ENGINEER THE INLET. FILTERED a EI,,I�, ��� 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
I 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
ro SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND WATE PI IIIINII HIP IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
SECURE THE WIRE MESH TO
3. SURROUND THE POSTS WITHO THE STEEL POSTS AT THE TOP,WIRE MESH HARDWARE CLOTH. BRICK MASONRY w THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE �a 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
_ MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. MAINTENANCE. FLOW Ail. 0 > r n
NOTES: 4. PSLLACE
(NCDOT
INCHES AROU DO THE WIRE, AND OR GREATER) RAINFALL EVENT.WEEKLY
CLEARAFTER
THE MESH WIREIOFAANY DEBRIS s /T G INCH lir ,ii 4" APPROPRIATERECONNECTION
PERSONNEL.
OR THE RELOCATION OF ALL EXISTING UTILITIES WITH v 1
ddl
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND SMOOTH TO AN EVEN GRADE. OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. cO -®®� 11. EXISTING SURVEYING PERFORMED BY MIKE UNDERWOOD AND SUPPLIED BY THE OWNER.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING 3000 PSI CONC. ® 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
(21
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
SPACING. 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER Q
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
36" IN WIDTH. FABRIC SHALL BE FASTENED HARDWARE CLOTH AND GRAVEL INLET PROTECTION SECTION HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. Q
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE Nrs 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER R ; FD
ENGINEER. AT FINAL GRADE.
3. STEEL POST SHALL BE 5'-O" IN HEIGHT AND BE OF THE NDROP INLET DETAIL i•4,,A ,1, 4 ,, i s
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
SELF-FASTENER STEEL ANGLE TYPE. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY w' . 1 ;
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING BY;
TEMPORARY SILT FENCE WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
r2l)
NTS TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
2" TYPE SF 9.5A (NCDOT) 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT J
8" ABC STONE (NCDOT) ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
�ry'
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS II
wavy �'e to AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
0.7. . ,. ..•.. 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
•°424.• • roc. CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
1=III=III= NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
III-III=1 NIGHT REFLECTING.
NOTE: PAVEMENT SECTION MAY VARY 20. DUCTILE IRON SHALL BE CLASS 50.
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
ARM ASSEMBLY w/OWNER & GEOTECHNICAL STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
ENGINEER TO DETERMINE
PAVEMENT SECTION. 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
ACTUALBY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE Z
"c" ENCLOSURE PAID FOR BY THE CONTRACTOR.
PAVEMENT SECTION 23. SEE GEOTECHNICAL REPORT NO. , DATED , BY a
NTS FOR ADDITIONAL REQUIREMENTS. 0
TOP VIEW WATER ENTRY UNIT CONSTRUCTION SEQUENCE r,
SCEHDULE 40 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR w c
PVC PIPE VENT PVC PIPE EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
PVC END CAP\ PVC ELBOW
- / 0
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
WATFR SURFACE " En INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING I"-I
SCHEDULE 40 4@ BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
PVC TEE PVC END CAP PVC PIPE ORIFICE PLATE CP' O. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING R-4I
PVC PIPE}" HOLES PVC TEE . CONSTRUCTION.
IN UNDERSIDE �G i..A. 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. Z 0
FLEXIBLE HOSE J0� 1SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE Cn
CONNECTED TO ORIFICE
\ e Q 'PO � SO. ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS AREWI �� �� M/N CLEANED OUT AS STATED OR WHEN HALF FULL. O ,�° ' �, ,�, -`. 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN 0
END VIEW FRONT VIEW /�� �v�^.�<<� I�r� DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER >
�i. �4*t . 0' 1 FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. Z V I,I��
SKIMMER DETAIL ��� 6 �ikiatbr ,A, ,'Ip_ 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS F-i
MI �'u-;��� DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM Q I 4" SKIMMER W/ � 2" - 3" qmj w \4' ENTERING STORM DRAIN PIPING. Z
3s7" 1RIF1cE COARSE AGGREGATE ��'`/ 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 0
'<r1' 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF di l -i 0
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. cn TEMPORARY GRAVELLED 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS W
CONSTRUCTION ENTRANCE PLANM PE AVELL TO BE LESS EFFECTIVE.OSIC r ,
18" WEIR 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. �1 Q
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. E-i z EL. 39.:'5 NTS
MAINTENANCE PLAN W W
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND Q 1---I
A \ OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
-.rill
LATE WINTER & EARLY SPRING
Ill %_■ o
L24" HDPE ■ f TEMPORARY GRASSING DETAIL 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY •
ill SEEDING MIXTURE TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
6"�I�D. .�� , \ THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING •
STEEL PIPE . SPECIES RATE (Ib/acre) THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
Rye (grain) 120 ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 0-I .--I
�, Annual lespedeza (Kobe in 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK 0
/6'/ *-D" /6� Piedmont and Coastal Plain,
Korean in Mountains) 50 AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION 7t1
PLAN Omit annual Iespedeza when duration of temporary cover is not to extend WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL IP. co
beyond June. BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
GALV. BAR GRATING - 1" x 1/8" BEARING BARS (MAX OPENING 4"). SEEDING DATES: DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4" Mountains - Above 2500 ft: Feb. 15-May 15 SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE. Below 2500 ft: Feb. 1-May 1
Piedmont - Jan. 1-May 1 ONCE A WEEK AND AFTER EVERY RAIN EVENT. H
Coastal Plain - Dec. 1-Apr. 15 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS ,--1
SOIL AMENDMENTS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE O
44.0 TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF W S-1
TOP OF BANK 3 Follow recommendations of soil tests or apply 2,000 lb/acre ground agricul- ACTIVITY ASSOCIATED WITH A SWALE. (.t
1 tural limestone and 750 lb/acre 10-10-10 fertilizer. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. W 0
C GALVANIZED WDIAMETER
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST 0 CLOTHR OVER SMALL DI WIRE) MULCH BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH Z O , O co
ORIFICE (8 MESH .020 WIRE) APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
STOCKPILE OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD E'er -F-,) •,---1 O
TOP OF BOX 41.5 USED AS A MULCH ANCHORING TOOL. BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC $-I LC) L.CJ d
/ STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE O I I a
TEMPORARY J 1 N 1 TEMPORARY MAINTENANCE DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED Z Cr) co c5
SILT FENCE 2 2 SILT FENCE I WEIR INVERT 39.35 OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED CO (0 t
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im- w
EXST. GROUND mediately following erosion or other damage. OR IS DAMAGED. W .. N N
5' S 24" HDPE TEMP. POOL 39.35 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS I 1 z
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN O O CD w
TEMPORARY SUMMER GRASSING DETAIL THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLESci)
INV. 38.0 INV. 38.5 NORMAL POOL 38.5 , WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME O 6 a
STOCKPILE DETAIL I �I' SEEDING MIXTURE
cD INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN ^ E
NTS INV. 38.0
2 o SPECIES RATE (lb/acre) DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE �J••) g. Q) ~
GERMAN MILLET 40 INSPECTED WEEKLY AND WILL BE KEPT CLEAN. I-I
NOTES: lli lii ii 1 IN THE PIEDMONT AND MOUNTAINS,ASMALL-STEMMED SUNDANGRASS MAY BE 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS N g N
1. TEMPORARY SILT FENCE TO BE LOCATED AROUND PERIMETER yid _ SUBSUMED AT A RATE OF 50 LB/ACRE. BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT w
OF STOCKPILE. 6'j 4'-0" /6'j it - POOL •NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR ' 06
4-1
BOTTOM SEEDING NOTES REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED �'
2. SEE EROSION CONTROL NOTES FOR SEEDING AND STABILIZATION TEMPORARY 34.5 MOUNTAINS - MAY 15-AUG. 15
REQUIREMENTS. PIEDMONT - MAY 1-AUG. 15 PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
GRAVEL COASTAL PLAN - APR. 15-AUG. 15 THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
SECTION A - A FILTER WILL BE KEPT CLEAN.
SOIL AMENDMENTS 8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
DETENTION POND OUTLET STRUCTURE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL- TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL
NTS OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
MULCH 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
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 SPRING-SUMMER ,,_, USED AS A MULCH ANCHORING TOOL PERMANENT GRASSING DETAIL
\� �111111111////
':���• � *. MAINTENANCECARD ''/
11 !. I� .` 10' VEG. SHELF 10' VEG. SHELF 6' EMBANKMENT EL.=38.9 SEEDING MIXTURE41111111,,,,,,,. ...\\\
%,
AREFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH IM- •
SPECIES RATE (Ib/aCre) o� FESS/ /�/ �i
A • , ,�I MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. FALL-WINTER
�1t� �.m4:. t�= I O 44.00 44.0 PERINEA LESPEDEZA BAHIAGRASS 50 Q =
rir �•�s•�' �varel TOP OF BANK GERMANI MILLET 10
PERMANENT GRASSING DETAIL COMMON BERMUDAGRASS to S E A L
,�'!1 �• . c' w TOP OF BANK
4* �� •"r101 N --�LQQ�P. QL,�l�3. 3 .- _ FLOOD POOL EL. 39.35 1
�4 • 1 -TOP of SHFI F _3s o - _ _ TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE TALLFESCUE50 - -o :
17374
may_ SPECIES RATE (Ib/acro) SEEDING NOTES
�.
��`�+�' �,i�,� 1 3 1 BOTTOM OF SHELF 38.0 SHWT t 32.5 1 SHWT ± 32.5 SEEDING MIXTURE/
+�,� •�~ 20' 10 10 TALL FESCUE (BLEND OF TWO OR 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. .: / NG I NE�
,�� A TOP OF BANK �1 SPECIES RATE (lb/acre) THREE IMPROVED VARIETIES) 200 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- ./j .4 ,,,,
EL. 44.0 11 1 1 FOREBAY 2 Rye (grain) 120 RYE (GRAIN) 25 COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CERTIPF¢E,,C //// GREGGR \\\\
3 MAIN POOL 3 2 //IIIIIII� \\
SEE PLAN 1\ / SEDIMENT REMOVAL EL.=34.5 SEEDING DATES
3 GRASS LINED SEDIMENT REMOVAL EL.=35.5 BOTTOM EL. 33.5 SEEDING NOTES JANUARY -APRIL SEEDING DATES
BOTTOM OF / MOUNTAINS - AUG. 15-DEC. 15 AUGUST - DECEMBER APRIL 1 - JULY 15 ,,,,'"`n DATE 04-1 9-1 1
SPILLWAY EL. 43.0 A BOTTOM EL. 34.5 COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 „
6' SOIL AMENDMENTS , ,
'fuv,SEE PLAN EL. 44.0 * POND SLOPE TO BE SEEDED IN ACCORDANCE SOIL AMENDMENTS DESIGN PGT
SOIL AMENDMENTS APPLY UME AND FERTIUZER ACCORDING TO SOIL ItSib, OR APPLY 3.000-5,000 lb/acre
TO SEEDING SPECIFICATIONS GROUND AGRICULTURAL UMESTONE (USE THE LOWER RATE ON SANDY SOILS)AND APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre DRAWN EJW
EL. 43.0 * FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL 1,000 Ib/acre 10-10-10 FERTILIZER. GROUND AGRICULTURE UMESTONE AND 500 lb/acre 10-10-10 FERTILIZER.
F(IL��TRR RFF FABRIC 10:1 VEGETATED SHELF TO BE PLANTED
SECTION A - A APPROVED EQU O� 1 1 WITH WETLAND SPECIES I.E. PICKEREL WEED, UMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. MULCH
3 3 DUCK POTATO, SWAMP ROSE, BLUE FLAG,
ENERGY DISSI PATOR & CARDINAL FLOWER MULCH APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH
I
SECTION A * A PUMP WILL BE PROVIDED TO DRAIN THE BASIN APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
NTS EMERGENCY SPILLWAY DETAIL FOR MAINTENANCE AND EMERGENCIES OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE N USED AS A MULCH ANCHORING TOOL APPLY 4,000 Ib/ocre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
DATE PRINTEDUSED AS A MULCH ANCHORING TOOL. MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
NTS WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE C3
DETENTION POND & FOREBAY SECTION MAINTENANCE MAINTENANCE USED AS A MULCH ANCHORING TOOL
NTS APR 2 201 Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre FERTILIZE ACCORDING TO SOIL TtSIS OR APPLY 40 lb OR NITROGEN IN JANUARY MAINTENANCE
8 W i of nitrogen in March. If it is necessary to extend temporary cover be and OR FEBRUARY, 40 lb IN SEPTEMBER AND 40 lb IN NOVEMBER, FROM A 12-4-8, SHEET 3 0 F 3
June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain 16-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPUCAIONS DURING REFfRTIUZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH
or Korean (Mountains) lespedeza in late February or early March. WADM WEAULCHHDA.AS THIS INACREASESIMMED STANDY. LOSSES TO O. RESE3 INCHESFERTIU REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS (�0
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
AS NEEDED.