SW7060222_APPROVED PLANS_20070313

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ��101%ir(Olot
DOC TYPE
❑ CURRENT PERMIT
FAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE7Q?J��
YYYYM M DD

AM L
STORE f. RECEIVED
APPROVED Q,y
v RTH .A?{Yl-INAENVIR FNi-Aa_ FEB .� 6 2007
WAL MART STORES INC MAMA(ZR FNT ffA1MSXSi t
VINIS1!'td.:FWA'TR alk'...Uh. DWQ
oe NlL�.r�G _ 13 Z,_®'7 PM #
,Moa.�«�.o�
HAVELOCK, NORTH CAROLINA
LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L.
2 PROJECT CONTACT LIST:-
A
FOUNDATION SUBSURFACE PREPARATION WAL -MART
BUILDING AREA, BELOW UPPER 4 FEET <20 MAX,> <40 MAX.>
JOB f10411300, HAVELOCK, NC
05/10/2005
BUTLDTNrj A2EA, UPPER 4 FEET <20 MAX.> <40 MAX>
tSH E ET INDEX
THE PROPOSED FILL SHOULD HAVE A MAXIMUM DRY DENSITY OF AT LEAST 100 POUNDS
Water & Sanitary Sewer:
City of Havelock
UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR
PER CUBIC FOOT AS DETERMINED BY A STANDARD PROCTOR COMPACTION TEST, ASTM D
P.O. Drawer 368
14TS SUBSURFACEION ARECONSIDD TO
SPECIFICATIONS, THE LIMITS OF THiS SUBSURFACE PREPARATION ARE CONSIDERED TO
SPECIFICATIONS,OF
LIMIHE TS
TIONS, HEOF
698. ALL FiLL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN
Havelock, North Carolina 28532
NOTE:
SITE HAS HIGH WATER TABLE
BE BENEATH AREPARAND 15 THE ERED
THICKNESS (12 INCHES FOR VERY SANDY MATERIAL) AND COMPACTED TO A MINIMUM
[phone]
AND APPURTENANCES.
OF 95 PERCENT OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY AND A MINIMUM
Pete Dearer
APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO
OF 98 PERCENT IN THE UPPER 1 FOOT OF BUILDING PADS AT A MOISTURE CONTENT
Electric (Wal-Mart):
1.
COVER SHEET
DRAWING SHEET SPl), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING
WITHIN 3 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM. FOR SURCHARGING.
City of Newbern Electric
SIDEWALKS. GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLSMOCKS,
THE INITIAL 2 TO 25 FEET OF FILL SHOULD BE A CLEAN SAND AND HAVE NOT MORE
303 First Street
2.
ALTA SURVEY
ER
CONCRETE APRONS AT THE AUTOMOTIVE CENTER. COMPACTOR PAD. ETC. THE SUBBASE
THAN 10 PERCENT PASSING THE NO, 200 SIEVE, FIELD DENSITY TESTS, INCLUDING ONE-
Rd.
Newbern, NC 28560
AND THE VAPOR BARRIER WHERE REQUIRED, NOT EXTEND BEYOND THE LIMITS OF
REQUIRED, D
POINT PROCTOR VERIFICATION TESTS; SHOULD BE PERFORMED ON THE FILL AS IT 1S
Slocum
[phone]
Jimmy Boyd
THE ACTUAL BUILDING AND THEE S.
BEING PLACED AT A FREQUENCY DETERMINED BY THE INDEPENDENT TESTING
_
3A.
EROSION &SEDIMENT CONTROL PLAN PHASE I
LABORATORY AND/OR GEOTECHNTCAL ENGINEER TO VERIFY THE COMPACTION
CRITERIA.
SITE L O CAT I O N
Gas:
ESTABLISH THE FINAL SUBGRADE ELEVATION AT 10 INCHES BELOW FINISHED FLOOR
North Carolina Natural Gas Corporation
3B.
EROSION & SEDIMENT CONTROL PLAN PHASE II
ELEVATION TO ALLOW FOR A 4 INCH SLAB; OR AT 11.5 INCHES BELOW THE FTNTSHED
FOUR (4) FEET OF SURCHARGE WILL BE NEEDED TO COMPENSATE FLOOR SLAB AND LIVE
y
111 Corporate Lane
New Bern, North Carolina 28562
FLOOR ELEVATION TO ALLOW FORA 5.5 INCH SLAB TO ALLOW FOR THE SLAB THICKNESS
LOADS AND AN ADDITIONAL 4 FEET (8 FEET TOTAL ABOVE THE TWISTED SUBGRADE) IS
o�
/
[phone], ext. 2508
AND A 6 INCH SUBBASE. THE SUBBASE SHALL CONSIST OF 4 INCHES OF COARSE
NEEDED TO COMPENSATE STRUCTURAL LOADS. IT 1S ANTICIPATED THAT SETTLEMENT
,
Carl Peterson
4A.
SITE PLAN
AGGREGATE MEETING THE GRADATION REQUIREMENTS OF ASTM D-448 NO. 57 (OR
WILL TAKE ON THE ORDER OF 45 TO 90 DAYS TO COMPLETE FOR EACH SECTION LOADED.
APPROAVED EQUIVALENT) COVERED WITH 2 INCHES OF FINE AGGREGATE MEETING THE
Q o o
NOTE THAT THE TIME RATE OF CONSOLIDATION CAN VARY. THIS ASSUMES THAT THE
°'
a'
Telephone:
Emparq
4B.
ROADWAY PLAN
GRADATION REQUIREMENTS OF ASTM D-448 NO. 10 WITH 6/o TO 12/o PASSING NO. 200
THE BE RESPONSIBLE FOR
FOUNDATIONS WILL BEAR AT 2 FEET BELOW FiNTSIiED SUBGRADE AND THAT THERE IS A
o 0
4000 Martin Luther King Blvd.
SIEVE (OR APPROAVED EQUIVALENT). CONTRACTOR SHALL
OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED.
MINIMUM SEPARATION OF 4 FEET BETWEEN BOTTOM OF FOOTING AND A STABLE
`" 'o
Newbern, North Carolina 28562
4C.
ROADWAY EROSION & SEDIMENT CONTROL PLAN
_
SUBGRADE. THE BUILDING COLUMN AND WALL LOCATIONS WILL NEED TO BE
�o�
o� vo
[phone]
DUE TO THE PRESENCE OF SHALLOW GROUNDWATER IT 1S STRONGLY RECOMMEND
IDENTIFIED IN THE HELD AFTER CLEARING AND PRIOR TO FiLL PLACEMENT TO
EVALUATE THE COMPETENCY OF THE EXISTING SUBGRADE BENEATH PROPOSED
Di.
%
Joe Drewyor
THAT LOW GROUND PRESSURE TRACKED EQUIPMENT BE USED DURING LOGGING,
5.
STAKEOUT PLAN
STRIPPING AND EARLY STAGES OF SITE GRADING. THE USE OF RUBBER TIRED
FOUNDATIONS. AREAS THAT ARE OBSERVED TO BE UNSTABLE OR INCOMPETENT WILL
��
Erosion & Sediment Control
EQUTPMENT WiLL INCREASE THE PROBABILITY OF SUBGRADE SOFTENING DUE TO
REQUIRE UNDERCUTTING AND BACKFILLING WITH SUITABLE MATERIAL AND MAY
INCLUDE THE USE OF GEOSYNTHETICS GEOGRiD OR WOVEN GEOTEXTILES).
NCDENR
6.
EROSION & SEDIMENT CONTROL PLAN PHASE III
CONCENTRATED TIRE LOADING PARTICULARLY IF ONLY A FEW CONSTRUCTION ROUTES
(E.G.
9�
943 Washington Square mall
ARE REPETITIVELY USED. DITCHING (TEMPORARY DEWATERiNG) MAY BE APPROPRIATE
UNDERCUTTING SHOULD BE ANTICIPATED AND WILL BE A FUNCTION OF THE ELEVATION
��
Washington, North Carolina 27889
DURING THIS OPERATION IF GROUNDWATER ELEVATIONS ARE NEAR THE EXISTING
OF THE GROUNDWATER TABLE AS WELL AS THE CONDITION OF THE SITE AFTER
y
[phone]
Pat McClain
7.
GRADING,AND DRAINAGE PLAN
GROUND SURFACE.
STRIPPING OPERATIONS. AFTER THE EXISTING SUBGRADE HAS BEEN EVALUATED AND
REPAIRED, FILL PLACEMENT CAN PROCEED, THE LIMITS OF THE SURCHARGE SHOULD
el`E
�
THE BUILDING AND PAVEMENT AREAS SHOULD BE STRIPPED OF ALL TOPSOIL, TRASH,
EXTEND 18 TO 20 FEET BEYOND THE BL1 LDTNG LIMITS INCLUDING THE LOADING DOCK
0 O tratford Dr /e
Geotechnical Engineer:
8.
UTILITY PLAN
DEBRIS AND OTHER ORGANIC OR DELETERIOUS MATERIALS TO A MINTMUM OF 10 FEET
AREA ALONG THE REAR OF THE BUILDING. THE SLOPES OF THE SURCHARGE SHOULD BE
�edec
Froehling & Robertson, Inc.
OUTSIDE THE STRUCTURAL, AND 5 FEET OUTSIDE PAVEMENT LIMITS. UPON THE
CONSTRUCTED ON A IV:3H OR FLATTER SLOPE. A MINIMUM OF NINE (9) SETTLEMENT
g��d
310 Hubert Street
COMPLETION OF THE STRIPPING OPERATIONS, THE EXPOSED SUBGRADE IN AREAS TO
PLATES SHALL BE INSTALLED ON EXISTING SUBGRADE PRIOR TO ANY FILL PLACEMENT
0 ,�n0�
Raleigh, North Carolina 27062
gA.
WATER LINE PLAN &PROFILE "A"
RECEIVE FILL SHOULD BE PROOFROLLED WITH A LOADED DUMP TRUCK OR SIMILAR
AND INITIAL AND SUBSEQUENT ELEVATIONS SHALL BE SURVEYED ON A WEEKLY BASiS
°' Rase �e
[phone]
PNEUMATIC TIRED VEHICLE (MINIMUM LOADED WEIGHT OF 20 TONS) UNDER THE
TO MONITOR THE PROGRESS OF SETTLEMENT DUE TO THE SURCHARGE. SURVEY TO BE
St.
Michael J. Scarlett, P. E.
8B.
WATER LINE PLAN &PROFILE "B" & "C"
OBSERVATION OF THE INDEPENDENT TESTING LABORATORY. THE PROOFROLLING
COMPLETED BY A LICENSED SURVEYOR RETAINED BY THE CONTRACTOR. ONCE THE
NCDOT
PROCEDURES S14OULD CONSIST OF FOUR PASSES OF THE EXPOSED AREAS, WITH TWO OF
SETTLEMENT IS SUBSTANTIALLY COMPLETE AND AT THE DISCRETION OF THE
209 South Road
THE PASSES BEING A DIRECTION PERPENDICULAR TO THE PRECEDING ONES. ANY AREAS
GEOTECHNICAL ENGINEER,THE SURCHARGE CAN BE REMOVED AND CONSTRUCTION
North Carolnieina
Newbern, North Carolina 28560
9.
MISC. DETAILS
THAT DEFLECT, RUT OR PUMP EXCESSIVELY DURING PROOFROLLING SHOULD BE
CAN PROCEED. ONCE THE SURCHARGE IS REMOVED, THE FINISHED SUBGRADE MAY
[phone]
REPAIRED AS DIRECTED BY THE GEOTECHNICAL ENGINEER. HOWEVER, SHOULD THE
NEED TO BE RECOMPACTED TO 98 PERCENT OF THE SOiL'S STANDARD PROCTOR
Jason Peterson, P.E.
CONDITION OF THE SUBGRADE SOILS BE SOFT OR, AT THE DISCRETION OF THE
MAXTMUMDRYDENSTTY.
10.
MISC. DETAILS
GEOTECHNICAL ENGINEER, OTHER METHODS OF SUBGRADE EVALUATION MAY BE
UTILIZED DEPENDING ON THE CONDITION OF THE EXPOSED SUBGRADE. OTHER
METHODS MAY INCLUDE BUT NOT LIMITED TO, PROOFROLLING WiTH TRACKED
THE FOUNDAAON SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND
CONTINUOUS SPREAD FOOTINGS AT WALLS. FOUNDATION INSTALLATION SHALL NOT
VICINITY MAP
Planning & Zoning
City of Havelock
11.
MISC. DETAILS
P.O. Drawer 368
EQUIPMENT, TEST PIT EXCAVATIONS OR THE USE OF HAND AUGER BORINGS WITH DCP
BEGIN UN ."' PRIMARY CONSOLIDATION (SETTLEMENT) IS COMPLETE.
Havelock, North Carolina 28532
(DYNAMIC CONE PENETRATION) TESTS.
[phone]
12.
EROSION &SEDIMENT CONTROL DETAILS
TWS FOUl-TO-:TION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE
(NOT
TO SCALE)
Scott Chase
ALL FILL USED FOR SiTE GRADING OPERATIONS SHOULD CONSIST OF A LOW PLASTIC
SiTE 4VOKI: SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THiS
LS-1.
LANDSCAPING PLAN
SANDY/GRANULAR SOIL (FREE OF ORGANICS AND DEBRIS). AND SHALL MEET THE
pREpARATION SHALL TAKE PRECEDENCE OVER THE WAL_ ART SPECIFICATIONS, REFER
at
f er Quality
NCDENR -Division o Water
FOLLOWING REQUIREMENTS:
TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS
Washington Regional
WL-1.
WETLANDS PLANTING PLAN
PREPARATION. THiS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT
943 Washington Square Mall
LSD-1.
LIFT STATION DETAILS
PREPARED BY MICHAEL J. SCARLETT, P.E., OF F&R, INC. DATED JUNE 8, 2005.
Washington, NC 27889
(GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION
(252-946-6481)
Kyle
LSD-2.
L
LIFT STATION DETAILS
SPECIFICATION).
Barnes
PM-1.
PAVEMENT MARKING PLAN
US Army Corps of Engineers
D iistrict
RD-1.
US 70 AT WAL-MART ENTRANCE / SERVICE ROAD
Q-�r1�CARp�•.,e.BoxWilmington
, p,^
�• pF, of
Washington, NC 27889
(252-975-1616 ext. 27)
Z
g RD-2.
US 70 AT WAL-MART ENTRANCE / SERVICE ROAD
04E;,
Scott Jones
a
RD-3.
CONSTRUCTION NOTES
Z z o'T :'
Progress Energy -Eastern Region
RD-4.
CABLE ROUTING PLAN
"•.A'G1NE�e�tQ ��:'
1099 Gum Branch Road
North Carolina 28540
w
�0,06 ,,,
Jacksonville,
RD-5.
SPLICE DETAIL
K0664-P�.•`
(919-481-6119)
Cyntio Roraty
NOTES:
1. THE SITEWORK FOR THE WAL-MART PORTION OF / OWNER
-
ENGINEEREVELOPER
STANDARD SITEWORK SPECIFICATIONS."
2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS WAL-MART STORES, INC. RECEIVED
DEWBERRY & DAVIS, INC.
REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES FEB 16 2007
551 PINEY FOREST RD. SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING 2001 S . E . 10th STREET pgO,T� DWQ
POSSESSION AND THE FINAL CONNECTION OF SERVICES.
DANVI LLE, VI RG I N IA, 24540 3. ANY IMPORT AND/OR EXPORT OF SOIL MATERIAL TO AND/OR BENTONVI LLE, ARKANSAS 72716-0550
797-4497 TELEPHONE FROM THE PROJECT SITE SHALL BE TRANSPORTED TO AND/OR273-4000 TELEPHONE
COME FROM &PROPERLY PERMITTED SITE AS DETERMINED BY (479)(434)
434 7974341 FAX NCDENR AND WAL-MART.
BRIAN K. BRADNER, P.E. [e-mail]

F
E
❑9
C
�A
1
L
j
GENERAL NOTES
AREA SUMMARY:
6.131 ACRES - (267,047 SQUARE FEET)
19,754 ACRES - (860,500 SQUARE FEET)
25.885 ACRES - (1,127,547 SQUARE FEET)
TOTAL AREA
THIS BOUNDARY SURVEY IS BASED
ON A CURRENT FIELD SURVEY.
BUILDING SETBACK REQUIREMENTS:
FRONT: 20'
REAR: 20'
SIDE: 15'
ZONING DATA
SUBJECT PARCEL ZONED HC
(HIGHWAY COMMERCIAL)
6" R 6 s?-
P
Q o
O
5 ��NGE El 0� /
'
00 15 D' 06P0IV
0� / ho121//��/N N
\ \ oy CENTERLINE OF ELECTRIC
LEGEND \ ' yF \ ®EASEMENT AT 97' OFFF CENTERLINE
%0� OF HWY. 70 WEST BOUND LANES. �'Oo
• EIP-EXISTING IRON PIN \ 0
\ �\
• NIP -NEW IRON PIN • \ ,y0 O�
8 COMPUTED POINT \ \ \ y l'� PARCEL ID. No. PART 6-216-23
ECM -EXISTING CONC. MONU.
CLF-CHAIN LINK FENCE \ \ O'er SUBJECT PARCEL ZONED HC
c BOLLARD/GUARD POST \ F ?r (HIGHWAY COMMERCIAL) m
J 0 UTILITY POLE �� gyp• CIESZKO FAMILY PROPERTY, LLC ",•„
LIGHTPOLE\ �Gy \ \ 6.131 ACRES /
M TELEPHONE PEDESTAL \ \ \ y (267,047 SQUARE FEET) /
m JUNCTION Box SEE REF. 1 & 2
® UTILITY MARKER POST
OHE-OVERHEAD UTILITY
UGU -UNDERGROUND UTILITY \ 410
UGT-UNDERGROUND TELEPHONE
OC
\ `\IGN 111001 V���
CERTIFICATION NOTE \ \e
E�GSOF ° a
pyyv pf. &
n
To WAL-MART REAL ESTATE BUSINESS TRUST and CHICAGO TITLE \ ,.'�996
INSURANCE COMPANY, THEIR SUCCESSORS AND ASSIGNES: o \ This is to certify that this map or plat and the survey on which \ \ NG/'�1J�'
it is based were made in accordance with "Minimum Standard Detail Q>'Q�
Requirements for ALTA/ACSM Land Title Surveys, "jointly Established \ \ G��N �\O GP GP /
and adopted by ALTA, ACSM and NSPS in 1999, and includes items ��Q6 \. ��, m P�G�Rp?p Pqy
1, 2, 3, 4, 8, 9, 10, 11(a), & 13 of Table A thereof. Pursuant to
the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in
effect on the date of this certification, undersigned further certifies o G
that ro er field procedures instrumentation and ade uate surve \ G 2
G'
SCHEDULE B RT PA2 EXCEPTIONS
(ERIGHT(S) OF WAY TO CAROLINA POWER AND LIGHT RECORDED
IN DEED BOOK 997, PAGE 643, AND DEED BOOK 1731, PAGE 51.
PLOTTED HEREON.
5Q 60 FOOT ACCESS EASEMENT RECORDED IN DEED BOOK 969,
PAGE 483, CRAVEN COUNTY REGISTRY. PLOTTED HEREON.
personnel were employed in order to achieve results comparable to 2G o OrA o� \\\` °%��� 6��2 /
„ �y 1
PARCEL ID. No. PART 6-216-23
SUBJECT PARCEL ZONED HC
(HIGHWAY COMMERCIAL)
CIESZKO FAMILY PROPERTY, LLC
19,754 ACRES
(860,500 SQUARE FEET)
SEE REF. 1, 2 & 3
FA-
� 4�
01 2
C)those outlined In the Minimum Angle, Distance, and Closure �y y L �4r �ti -o
Requirements for Survey Measurements Which Control Land Boundaries \ 2F �J+ >' . 0 U, :� 9P it
for ALTA/ACSM Land Title Surveys. El Fi s�n� �6'• fly
�\ J��GE
Signature: -
Date:��__�--� \ ? \ • 5 \� ���� $ �� 0 09's- POS ACRE TRACT &
Registration No.: _ \ L i� AG�l1° S� /16/ °y AQv� TOTAL
y� A���'cp
THIS SURVEY IS OF AN EXISTING PARCEL OF LAND AND DOES NOT �
0 /
CREATE A NEW STREET OR CHANGE OF AN EXISTING STREET; \ \ G� \ �`G GPFEF �C1 �db /
ti\ y
\ \ AG O \ \ S� y� '
SURVEYOR op
--r REGISTRATION No. • • O�`' jr °
I, JOHN R. BRADNER, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION `\ \ � \Otis,
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, DEED DESCRIPTION RECORDED
IN BOOK PAGE _-_- THAT THE ERROR OF CLOSURE IS \ \ !Z
1: ; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS /
AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION No., AND SEAL THIS
---- DAY OF -_- _, 20--. \ \
SURVEYOR - -- REGISTRATION No. \ \ •> \ \ /
STATE OF NORTH CAROLINA \ \ \
\ \
COUNTY OF__---_ '\ •\
I REVIEW OFFICER OF _ _ COUNTY, CERTIFY THAT THE MAP
---- \
OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING. \
REVIEW OFFICER DATE \
\
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•_ Dewberry
Dewberry & Davis, Inc.
651 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
*01
NIOPN6�/0 Legal Description LEGAL DESCA{P110N3
(TOTAL TRACT)
N AE " Being located in the State of North Carolina, Craven County, Township Number 6, City of Havelock,
EC S2 8E and being more particularly described as follows: Beginning at a point in the western right-of-way line
60 50
u3 of Catawba Road, said point being located 668't north of the eastern right-of-way of S.R #1823
(U.S. Highway No. 70 Service Road); thence leaving said right-of-way line, N31'-06'-22"W - 284.36'
to a point; thence S58'-52'-19"W - 261.69' to a point; thence N31'-06'-20"W - 399.65' to a
`1 rorO point; thence S58'-59'-56"W - 399.85' to a point in the eastern right-of-way line of State Road
#1823; thence with said right-of-way line of State Road #1823 and the eastern right-of-way line of
'A U.S. Highway No. 70, N31'-05'-50"W - 684.90' to a point, corner with the United States Government
�rV (Cherry Point Marine Corps Air Station); thence leaving U.S. Highway No. 70 and with the United States
Government; N63'-45'-36"E - 1689.03' to a point; thence N63'-46'-03"E - 84.56' to a point;
thence leaving said United States Government, S260-10'-28"E - 60.50' to a point, thence
r,S40'-28'-59"W - 111.66' to a point; thence S26'-37'-12"W - 84.46' to a point; thence
iZy3 S64�_44'_24"W - 52.53' to a point; thence S60'-18'-39"W - 110.00' to a point; thence
S43 23 20"W - 76.46 to a point; 'thence S198-34'-08"W - 87.94' to a point; thence 0
S18'-21'-59"W - 156.94' to a point; thence S03'-40'-07"W - 83.05' to a point; thence O
S22'-38'-36"E - 76.19' to a point; thence S42'-12'-55"E - 53.21' to a point; thence E
Liz
S31'-O6'-13"E - 58.84' to a point; thence S05'-53'-18"E - 81.22' to a point; thence
S01'-12'-01"E - 144.82' to a point; thence S56'-46'-53"W - 40.17' to a point; thence M Z z
S15'-57'-07"W - 187.99' to a point; thence S55'-55'-06"E - 239.24' to a point in the aforesaid -
western right-of-way line of Catawba Road; thence with said right-of-way line of Catawba Road, O
S360-32'-13"W - 12.50' to a point, S37'-00'-28"W - 275.75 to the point of beginning, containing CD x
LIJ W U
25.885 acres (1,127,547 square feet).
Being located in the State of North Carolina, Craven County, Township Number 6, City of Havelock, and being more Q 0 O z
particularly described as follows: O J 0 a
Beginning at a point in the western right-of-way line of Catawba Road, said point being located 668'f north of (n LU z
the eastern right-of-way of S.R #1823 (U.S. Highway No. 70 Service Road); thence leaving said right-of-way line, z zz
N31'-06'-22"W - 284.36' to a point; thence S58'-52'-19"W - 261.69' to a point, thence N31'-06'-20"W - Q O= O
399.65' to o point; thence N31'-12'-56"W - 200.49' to a point; thence N31'-03'-19"W - 451.11' to a point in Q = 0 ~
the line of the United States Government (Cherry Point Marine Corps Air Station); thence with said United States `-' z
Government, N63'-46'-52"E - 1287.82' to a point; thence N639-46'-03"E - 84.56' to a point; thence leaving Q
said United States Government, S260-10'-28"E - 60.50' to a point, thence S402-28'-59"W - 111.66' to a point; U
thence S26'-37'-12"W - 84.46' to a point; thence S640-44'-24"W - 52.53' to a point; thence S60'-18'-39"W -
110.00' to a point; thence S43'-23'-20"W - 76.46' to a point; thence S196-34'-08"W - 87.94' to a point; Q
thence S18'-21'-59"W - 156.94' to a point; thence S03'-40'-07"W - 83.05' to a point; thence S22'-38'-36"E
- 76.19' to a point; thence S42'-12'-55"E - 53.21' to a point; thence S31'-06'-13"E - 58.84' to a point;
thence S05'-53'-18"E - 81.22' to a point; thence S01'-12'-01"E - 144.82' to a point; thence S56'-46'-53"W -
40.17' to a point; thence S15'-57'-07"W - 187.99' to a point; thence S55'-55'-06"E - 239.24' to a point in
the aforesaid western right-of-way line of Catawba Road; thence with said right-of-way line of Catawba Road,
S36'-32'-13"W - 12.50' to a point, S37'-00'-28"W - 275.75' to the point of beginning, containing 19.754 acres.
And also lying and being situated in Craven County, North Carolina, and more particularly described as follows:
Being located in the State of North Carolina, Craven County, Township Number 6, City of Havelock, and being more
particularly described as follows: Beginning at a point in the eastern right-of-way line of U.S. Highway 70, said
point being located 1,588't north of the north right-of-way line of Catawba Road and also being corner with the
United States Government (Cherry Point Marine Corps Air Station); thence leaving said right-of-way line of U.S.
Highway 70, and with said United States Government, N630-45'-36"E - 401.21' to a point; thence leaving said
United States Government, S31'-03'-19"E - 451.11' to a point; thence S31'-12'-56"E - 200.49' to a point;
thence S58'-59'-56"W - 399.85' to a point in the eastern right-of-way line of S.R #1823 (U.S. Highway No. 70
Service Road); thence with said right-of-way line and the aforesaid eastern right-of-way line of U.S. Highway No.
70, N310-05'-50"W - 684.90' to the point of beginning conttainial-6.131 acres.
/ SEAL
EIP TITLE commumENT
ry THIS SURVEY BASED ON A TITLE COMMITMENT
/ PROVIDED BY CHICAGO TITLE INSURANCE COMPANY
/ TITLE COMMITMENT No. 05-0024985
_CM EFFECTIVE DATE- JULY 14, 2005 AT 4:00 p.m.
REVISION #1 ON SEPTEMBER 29, 2005
OWNER'S POLICY: WAL-MART REAL ESTATE
q- / BUSINESS TRUST, A DELAWARE STATUTORY TRUST
� FLOOD NOTE
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE 'X'
(AREAS DETERMINED TO BE OUTSIDE THE 0.2X CHANCE
ANNUAL FLOODPLAIN) OF THE FLOOD INSURANCE RATE MAP,
CyF COMMUNITY PANEL Nos. 3720641200J, 3720641300J,
3720642200J, & 3720642300J, WHICH BEAR AN EFFECTIVE
sOR DATE OF JULY 2, 2004 AND IS NOT IN A SPECIAL FLOOD
HAZARD AREA.
9�qo
NUMBER 6 TOWNSHIP, CRAVEN COUNT
NCE; Y
REFEREHAVELOCK, NORTH CAROLINA
ALTA/ACSM LAND TITLE SURVEY FOR:
1. DEED BOOK 1605, PAGE 242 WA Y� _MART STORE
2. COMPOSITE MAP FOR:
CIESZKO FAMILY PROPERTY, LLC
BY: DAMES C. SIMMONS & ASSOC., P.L.S. N o. 3 8 2 5- 0 0
DATED: FEBRUARY 11, 2004
3. ALTA SURVEY FOR:
CATAWBA ROAD, LLC SCALE: 1"=100' DATE: NOVEMBER 16, 2005
BY: TRUE LINE SURVEYING, P.C.
DATED: OCTOBER 9, 2003 REVISED: JANUARY 24, 2006
4. WETLANDS SURVEY FOR: LAST REVISED: FEBRUARY 13, 2006
DEPARTMENT OF THE NAVY,
NAVAL FACILITIES E, 0' 100' 200'
MARINE CORPS AIR STATION,
CHERRY POINT, N.C.
BY: SUITT & ASSOC, P.A.
DATED: MAY 10,
000
5. DEED BOOK 336,2PAGE 61 Q.116. DEED BOOK 1878, PAGE 672 Dewberry
7. MAP AT DEED BOOK 1878, PAGE 675 Dewberry & Davis, Inc.
8. DEED BOOK 2179, PAGE 630 551 PINEY FOREST ROAD
9. DEED BOOK 1570, PAGE 415 PARTY CHIEFS: EANES & POWELL DANVILLE, VA24540
FIELD BOOK 742, PAGES 68-80 PHONE:[phone]
10. DEED BOOK 1420, PAGE 218 FAX:[phone] FIELD BOOK 746, PAGES 7-14
11. DEED BOOK 997, PAGE 643 FILE: 80263900/wm-havelALTArev
12. DEED BOOK 1731, PAGE 51
M.Ih er
� ckllet
A° "°` N264C
ck�eaced 13y
Rd E k / ft
KEY PLAN
SCALE
No. I DATE I BY I Description
REVISIONS
DRAWN BY KM
APPROVED BY
CHECKED BY
DATE OCTOBER 25, 2005
TITLE
ALTA
SURVEY
PROJECT No. 80263900/WM-HAVE
2
SHEET NO.
OF

r
i
2
3
El
5
3
SITE LEGEND
OSTOP SIGN TYPICAL, SEE DETAIL SHEET
OAREA STRIPED AT Si AT 45' O 2'-0" O.C.
PEDESTRIAN CROSSWALK WITH 4' WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION
C OF TRAFFIC AT 2'-0" O.C. AND (1)-8' WHITE STRIPE PERPENDICULAR ON BOTH
ENDS UNLESS NOTED OTHERWISE SEE SITE PLAN FOR WIDTH.
O PEDESTRIAN CROSSING SIGN Wlla-2 AND Wlla-2p TYPICAL AT PEDESTRIAN
CROSSWALKS AS NOTED ON PLANS.
F
O"YIELD' PAINTED YELLOW ON PAVEMENT TYPICAL SEE DETAIL SHEET.
OF NOT USED
EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE,
LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED.
RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP.
O6"0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE SEE DETAIL SHEET.
AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS
0 FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS.
e WIDE x 120' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES.
O
O16'x36-B"' CONCRETE COMPACTOR PAD. REFER
TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE
© REFER TO ELECTRIC PLANS BY CITY OF HAVELOCK
PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE
OACCESSIBLE
PARKING SPACE SIZE, SIGN AND SYMBOL ('VAN' -INDICATES VAN
ACCESSIBLE SPACE)
OPAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE
PAINTED SYSL/4' AT 2'-0' O.C. PERPENDICULAR TO THE PARKING SPACE.
SEE DETAIL SHEET.
ONOT USED
©CART CORRAL TYPICAL -SEE DETAIL SHEET FOR WAL-MART
CART CORRAL DETAIL
® IV X 15' STRIPED AREA PAINTED SYSL/4- AT 45' O 2'-0' O.C. AT JIB
E
CRANE LOCATION. SEE ARCH. PLANS
® NOT USED
30 C P FOR TYPE. SEE DETAIL SHEET.
NCR AND GUTTER TYPICAL SEE LAN
OS CONCRETE CURB
OPAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET
OBUILDING SETBACK LINE PER ZONING ORDINANCE, FRONT 20', REAR 20% k SIDES 15'
12'-0' WIDE PAINTED WHITE CROSSWALK WITH 4' PAINTED WHITE
V 0 STRIPING 2'-0' O.C. PARALLEL TO THE DIRECTION OF TRAFFIC
AND (1)-8' PAINTED WHITE STRIPE PERPENDICULAR ON BOTH SIDES.
OW AISLE INDICATOR SIGNS TYPICAL (LOCATE ON SITE LIGHT POLE WHERE APPLICABLE)
SEE DETAIL SHEET.
OILE STRIPING SEE DETAIL SHEET
OY NO TRUCKS' SIGN. SEE DETAIL SHEET. NCDOT STD CONCRETE
O 'TRUCK ROUTE' SIGN. SEE PLAN FOR LOCATION. CURB &GUTTER —\
(2'-6" CURB&GUTTER)
SITE PLAN NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF HAVELOCK
AND NCDOT REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT
LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING,
SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING
D DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL,
SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS
ESTABLISHED.
I S SET &
4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED.
STRIPED RADII ARE TO BE 5'. SEE STAKEOUT PLAN
5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS
OTHERWISE NOTED.
6. SITE BOUNDARY, TOPOGRAPHY, U71UTY AND ROAD INFORMATION TAKEN FROM
A SURVEY PREPARED BY DEWBERRY, DATED MARCH 2D05.
7. THE SITE WORK FOR THIS PROJECT SHALL
MEET OR EXCEED "THE WAL-MART STANDARD SITE WORK
SPECIFICATIONS".
8. REFER TO ARCH. PLANS FOR SITE LIGHTING AND ELECTRICAL PLANS.
C
3
3
SIGNALIZED WAL-MART
mrz
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LANES
T - - - _
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PAVEMENT TO BE REMOVED AND DISPOSED OF. F
AREA TO BE GRADED TO ALLOW POSITIVE —x O
DRAINAGE AND SEEDED.
- _*_x
-
- - ,TAPER--=
TO BE RELOCATED
Luminalre Schedule
Symbol
Qty
Label
Arrangement
I Lumens I
LLF
I Description
16
BV
D180
1120000
10,750
1 GFRS-5-1000-PS111ilV-CT 39' POLE 3' BASE
7
FV
SINGLE
1120000
0,750
GFRS-2-1000-PSMV-CT 39' POLE 3' BASE
I.
5
KV
3 @ 90 DEGREES
1120000
10,750
1 GFRS-5-1000-PSMV-CT 39' POLE 3' BASE
4—x \ N'P19, \
\ ;3,
\ s�
x
STORMWATER MANAGEMENT POI�iC z s,�o y-- ;€._s 13•E ;.,
x \}\# ONF A \ ` 3" S '3B'36•E S 42'12'- 58.84S 9.5.
ZONE 1 C
25 SETBACK (TYP.) 6 CHAIN LINK FENCE
PALLET & BALE STO ZONE 2 me
(12' x 45')
STD NCDOT
GREASE INTERCEPTOR STD
GUARDRAIL END -TREATMENT y
(SEE ARCH. PLANS) GUARDRAIL
N
k—%�x�'—x
I_xlx�x k x z x�
FAI
�- UNDISTURBED AREA
10 m
I V T
I In
\ `
{�,;:...:.. •:,':.::':- ..:.:• . � o NCDOTSTD NC ET `' \ ,�,
000
' P Re & \ \ yy,06 / �1a
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FENCED
AREA
SWSL /24"
*� STORMWATER MANAGEMENT POND R`O
\" V CHAIN LINK FENCE
380.08'
• % W 284,36' c+ O\
� QO
STD NCDOir \
GUARDRAIL \
I I 15.0, SET BACK O \
III CIESZKO FAMILY PROPERTY, LLC \
SEE ROADWAY PLA 4B
25'zo
I I
x v' 20' PUBLIC UTILITY EASEMENT
STD NCDOT I �\
% GUARDRAIL Et D-?IREATMENT Z
— XXX
— %—%—%% �%� �"� � � tea• � � t• � t•. � � t—
;, .,,;wexx•.a5i
6
PARKING DATA
WAL-MART 1769922 +/-
STANDARD SPACES 831 SPACES
ACCESSIBLE SPACES 21 SPACES
CART CORRALS 16 SPACES
TOTAL PARKING 868 SPACES
RATIO 4.91 /1 ■000 S.F.
NOTES.
1. ALL CALCULATIONS BASED ON TOTAL GROSS SQUARE FOOTAGE OF BUILDING
2• WAL-MART PREFERRED PARKING (5.0 SP/1,000 S.F.)
CITY REQUIRED PARKING: 153,572 S.F. (RETAIL) O 1 SPACE/20OSF - 768 SPACES
23,350 S.F. (STORAGE) O 1 SPACE/60OSF = 39 SPACES
TOTAL = 807 SPACES
3• PARKING LAYOUT MEETS WAL-MART STANDARDS WHICH IS WITHIN LOCAL
REQUIREMENTS.
4, PARKING SHOWN CONTAINS BOTH 90' PARKING SPACES.
TYPICAL DIMENSIONS: WIDTH: 91
DEPTH: IS'
ONE WAY AISLES: 20'
TWO WAY AISLES: 24' & 30'
LEGEND FOR
PROPOSED IMPROVEMENTS
PROPOSED BUILDING
PROPOSED CURB
AND GUTTER
© PROPOSED PARKING SPACES
CART CORRAL
—■—•—k— 6' CHAIN LINK FENCE
w/ BLACK & GREEN VINYL
COATING PER CITY OF
HAVELOCK STDS.
GUARDRAIL
HEAVY DUTY
PAVEMENT
(SEE ROADWAY PLAN
20' R/W TO BE DEDICATED 4B FOR PAVEMENT SECTION
OF ROADWAY IMPROVEMENTS)
3 ••<
HEAVY DUTY
' CONCRETE PAVEMENT
STANDARD DUTY
PAVEMENT
PAINT STRIPING LEGEND
'S /24^ SWSL/4" - SINGLE WHITE SOLID LINE / C WIDE
SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE EACH
/ DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH
1p SYSL/10" - SINGLE YELLOW SOLID LINE / 10" WIDE
SWi SINGLE MITE
DASHED E 4- WIDE
SWSL/24" SINGLE WHITE
H/ 24" WIDE
SEE TECHNICAL SPECIFICATIONS SECTION 02765
'' FOR ADDITIONAL DETAILS.
a ry� t
t
s r. t''S �- i .SSr"` k t \ 5 '+, „@ ro L.•• �—�- - rc J �'' r r •--r iY r .t .x' 'S yl�i• I 4 4l 5yI-
i +c r a t r''� u.. n P .w�....1-•- .'t,
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fp1p Dewberry
Dewberry & Davis, Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
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^� - _ — 'fir"- — _ — - - - J N 31.06' 0'W 399,65' ''� I .�tEaB/O
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18' 24' 18' 18' 24' IV 18' . 24, 18' 18' 24' 18' 19 24' IF 18' 24' 18' 18' 1 24' 18' 18' 30' 18' I I I I I I I _ I 1 852.01 (SEE DETAIL BHT 11) \ KEY PLAN
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CC SSaN WIl XISTINGLLOARD i FOR SRAC TAO m kP RKING O \\ \
REMAIN I CURB & GUTTE 1 I 1 # \ IN FEET
T I (2'-8" CURB&GUTTER i 1 inch = 60 ) it
5 T 15 — 1 U 15' BAC
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2
3/30/06
JLK
ADDENDUM #5
1
2/21/06
JLK
MISC. REVISIONS
No.
DATE
BY
Description
_�DYSL/4" DOT STD CONi.. — _ _ - _ -
CURB & GUTTER SEE ROADWAY PLAN 4B FOR DETAIL OF SERVICE ROAD - - - °' _ - _ REVISIONS
— (T-6"CURB&GUTTER) — I _ _ _ — --
3� 35' ACCESS - (SR 1823) PAVEMENTS __-_- -_____ sPee�LiMIT=SOMPFI _--_------ _--__-__-
EA EMENT U 20' SET BACK _ _ - _ PAVEMENT CONDITION: GOOD I I DRAWN BY JLK
_ _ —-3�J'-�RA�€— D 0
3F �I9,�� WEST BOUND LANES _ �' BKB
Q - 6Q-TI� _ - APPROVED BY
__-------- —
+� _ — - — CHECKED BY BEB
_ - _ _ - - - _ _ SPEED LIMIT = 50 MPH- = _ -- o
_ - PAVEMENT CONDITION: GOOD � I-W-'000 - \ FEB. 14, 06
�1 �O DATE
_ _EAST BOUND lJ1NES _ _ - - - _ — _ W — — �L(�� uGu
' - — _ _ _ _ _ W w �_ - TITLE
R-- _ — I _— �w — __
g0'-�rT(�RAGE— -a 59' PIPE _ _ ® _ W — — —� ss — = bs�ss — ss `\ �� ,
w I / W — — — W SPEE=1Mi_? =45 MPH MENT CO �---- SS — — — SS — — SS I Site Plan
SS SS
w — p ®a �d
w ----
_-- ss--
w SS
W - - SS —
ss
- ® Q7 - - —� PROJECT NO. 80263900
NOTE:
to
Go
SEE SHEET 4B (ROADWAY PLAN) FOR PAVEMENT MARKINGS 4A
SEE ROADWAY PLAN 4B Cc ON CATAWBA ROAD & U.S. HIGHWAY 70
r)
SHEET NO. OF

1
IITT1rrLm
r
. ET--�r�,rr-�-
2
3
( -
4 I
- - - -- -
5 I
6
GENERAL EROSION NOTES \ \ \ ` `\ MAN �- UNL IJ I UKtitU AKtA DEVELOPER/OWNER:
A THE NG ("SITE POLLUTION PREVENTION PLAN IS COMPRISED OF THIS WAL-MART STORES, INC.
DRAWING ('SITE MAPDE THE STANDARD DETAILS, THE PLAN NARRATIVE, �+
ATTACHMENTS INCLUDED IN SPECIFICATIONS SECTION AND RELATED
('SWPPOCU V A 2001 SE 10TH STREET
PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. \ \ \ \ f \ \ \
B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM \ \ 9u� \ \ \
WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE 2 \ \ '' \� 60N RT TEMPORARY SB-1 TO PERMANENT BENTONVILLE, AR 72712
STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF • DISCHARGE EUMINA71ONeat \ \�,. \ M�' ONCE SITE HAS BEEN STABILIZED. 4
SYSTEM GENERAL PERMIT (NPDEANY STATE NA71ONAL S PERMIT) AND BECOME FAMILIARS \ '.�\ 479-273-4000
WITH THEIR CONTENTS. / N\\ \ 1 \\\ SITE OPERATOR/GENERAL CONTRACTOR:
C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY \ \ \ \ \ \ \
THE Ell ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED
AAS LL PHASES OF CO DITION AT NO ADDITIONAL COST OF OWNER THROUGHOUT IN, IN,
SUPERINTENDENT:
D. BEST MANAGEMENT PRACTICES (Ell AND CONTROLS SHALL CONFORM I NN
F \
TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS I z \ \ j \� \ "INN,\
APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED \ \ \ '� -� B' 'ill, \ IN,\
BY PERMITTING AGENCY OR OWNER. I \ Z5 \ \ \ �`J+\\. \ \
E. SITE MAP MUST CLEARLY DEUNEATE ALL STATE WATERS. PERMITS FOR ANY 'N \ \ \ \ \ \ � \ \
CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS \ \ \ JS\ \ \ -NOTE: \
MUST BE MAINTAINED ON SITE AT ALL TIMES. \ \ Ir / , \
F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL x I 1 \+ \ \ \ F' \ \ \- / / / �56 -RIPARIAN-STREAM
I L _ BUFFER (ZONES 2)
OR B REQUIRED BY THE GENERAL PERMIT.
G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING
AND STORAGE AREA WHICH SHALL ALSO BE USED B 7HE EQUIPMENT I - / 3• �- - -'/ _ �kIALL.N�T BE DISTURBED
MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING ARE q AND AREA \
FOR LOCATING PORTABLE FACIITIES, OFFICE TRAILERS, AND TOILET FACILITIES. / ,
H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT I I \ \ 830
CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. P
O,yE, \ �' S' S •
x 23. 2 \
I. SUFFICIENT OIL AND GREASE AD201 x ILI I 36'ESORBING MATERIALS AND FLOTATION BOOMS �.
/finCR E�G
`E
p
IS `�f� NA KA A IR 0
in ACRES
IMPERVIOUS AREA
15.30 ACf
Wal-Mart Site
IMPERVIOUS AREA
1.53 ACf
Off -Site
SEEDED AREA
6.07 ACf
WAL-MART TRACT
DISTURBED AREA
22.22 ACt
ROAD IMPROVEMENTS
DISTURBED AREA
3.31 ACf
TOTAL
DISTURBED AREA
25.53 ACt
SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE
NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE
CONSTRUCTION SEQUENCE
JAN
FEB
MAR
APR
MA
JUN
1JUL
AUG
SEP
OCT
NOV
DEC
JAN
IFEB
MAR
APR
MA
JUN
ROUGH GRADE / SEDIMENT CONTROL
TEMPORARY CONTROL MEASURES
STRIP & STOCKPILE TOPSOIL
STORM FACILITIES
TEMPORARY CONSTRUCTION ROADS
FOUNDA11ON / BUILDING CONSTRUCTION
SITE CONSTRUCTION
PERMANENT CONTROL STRUCTURES
FINISH GRADING
LANDSCAPING/SEED/FINAL STABILIZATION
.'",
SHALL BE MAINTAINED ON SITE OR REBLY AVAILABLE TO CONTAIN AND I CLiySS.1RIP-RAP t - 7 .1 _ c�3;t1' .•� - - -� \
CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. - 1.7' DEEP �. - ". - -i�� -,�
/ / �� - a
J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND / \/ \_-• �� -� / `\��
OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION O I,*,: -;-^,; a / L SE7 IN v s \ \ STORMWATER OUTFLOW \\ \
OPERATIONS IS PROHIBITED. I --� '�'••- , 1 18 P E \ OJ• \ FLOWS INTO UNNAMED TRIBUTARY THAT
14'I 8'w1 x 16 \ ` �l pl, \ ROWS TO SANDY RIVER APPROXIMATELY ♦ \\ \\\\ Slocum
Rd.
K. RUBBISH, TRASH, GARBAGE, UTTER, OR OTHER SUCH MATERIALS SHALL \� �•� • \ P ° 171 x 14 wl x 28'W2
BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM .EI SS B RIP -RAP, \ F \ \
LEAVING THE PREMISES THROUGH THE ACTION OF =.' IDNE 2 I 1.2' D E \ O �C \\ \ \ 10 FEETt NORTH emu♦ \ \\\\ O P CLASS BRIP-RAP
DISCHARGE INTO DRAINAGE DITCHES OR WATERS OFF THE STATE MWATER \ \ \ i \ 1 \ 8 . \ \
i � 1.5'DEEP SITE LOCATION
L ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED z r I jON t UNDISTURBED AREA \ y
PLAN, ON THIS
SHALL BE IINITIATEDESTORM AS SOON BSPRACTIC PRACTICABLE. POLLUTION PREVENTION II • I z-z \ e / 1 ' V a, \ \ �, \\ \\ \ d J yo
l y VICINITY MAP
M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS •*� I \ N\ \ \ \ ��d v\ O �� N.T.s.
STOPPED FOR AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED. THESE
AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. m D _ �\ \ \ • \\ / ° / o- 1 �'
N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS " I \\ .,P
PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS W I \ \ \ \ \ i �/ !!/� " C
SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST o
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE x - C 2 \� \ \ \ \ \ �/ .� \ • / / 01. CT
GRADING PLAN AND/OR LANDSCAPE PLAN. p ? ( \\ \ \ \
6" PERIMETE IN T9P. `\ \ \ y ,fib \ i j \q\) o
0. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION h1 \\q \ ` \ yS,yyZ /• / O
ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT
OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER Z
E A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO
INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS Is !y ® �\ \\\\\
CARRIED OFF THE SITE I I I I �� / \\o ��ty E P\ \ \ ol 4 CONVERT TEMPORARY SB-2 TO t�
P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES F I - >'�- .- \ \\ \ \\ PERMANENT BMP Tj- O
EDIATELY. ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMM
0. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ONCE SITE HAS BEEN S fABILIZED. o trniford Dr oc� 1
SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE I I \ I ` ,/Ell
COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH °��• - /„r't%18.w2 \ \
THE STBIUZA11ON OFTHE SITE - - - - - - - - # - \ \ t�i 5'\\ \ O 5 !T 9 U
2. % x , CLA RIP -RAP \ ®\ \\ \\ Z Gs t!s N Z
R. FROM
O ON AN SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED - - \ 2 I P \ •c }I I / 2 D, \ • \\\ \\ aS� 00 `_
FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST \ / \
MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE I I P \ / I " PERIMETER DRAIN (TYP. \ \ joroF \ \ • \\\ \ a `', Q
A:.
NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT \\ \ \\\\\ \ REQUIREMENTS, i \ \ / I P \ \ \ - _ I //'� \ \ \ \ \\\ - ui W 0
S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING \ / _ / \ 0:
PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. \/ AROUND % \ ` \ \ \ \\ \� �64aF' 3 I , \
T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, TRUCKWELL L \ " © , !\ \\ \ \ P L.1�
- W \ \ \ \ \ \\ \\ \ SEE ROADWAY 0 43 ) \ \ O O
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION DRAIN / M1 ,
CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO PREVENT EROSION. I / / I - ' \ ''3 \ \ \ PLAA (SHEET48) \ \,- \ � � I=
S': t" \ \ \\\ \\\ \ FORE&S IN THIS \ \ / /\/ '^ 0
U. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, N WA�1. -MART I r ` \ \ Q• : \ \ \ \\\ AFEA \ \ /� // / / \ �/'� vJ Z
THIS INCLUDES BACKFlWNG OF TRENCHES FOR UTILITY CONSTRUCTION AND � v
PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. - \\ \ \ \ (
"PERIMETER DRAIN(TYP,) SUPERC TER #382#1100 �\ \ �\ \ \\ \ \�\ �I I \ \ \ %. U
MAINTENANCE %� __\\BENCHMARK: \ �'. r0 F_OALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, C-176-SGR-NO I;;; \ 4 I _ - �• \�\\ \ \\\ NAIL SET IN UTILITY II \ \\ \ \ \ \\\� r \ Q
AND IN THE STORM WATER POLLUTION PREVENTION PLANATION, SHALL BE
MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONER REQUIRED I P \ I _ - \ \\\\ POLE CP&LNPB74 \ \
FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. I I - - - r ' \\ I \ Q
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED I F.F. 33.50\ \ I \ !, - `•`� N 31.06'28'w 284,36 �N \ \\\ \\ \ \ \ 3, \
BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN 5
OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND I \ CENTER ENTRY, GARDEN Rib T, T6E,
ACCORDANCE
REPAIRED IN ACCORDANCE WITH THE FOLLOWING: \ , r t- i • �\ \\\ \ \\ ` /\ 1
GROSS S.F. (EXCLUDING GARDEN C R) =17922
1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED I I : ` •- I-� } WACTED WE ALA • \ \ \ \ \ \ \ \ \ \ �7
OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. \ \ \ - I
SHADED AREA \\ IN,
• �\\\
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A 2 \ • \\ \ IN,\ ' \\ \ \ \ \
\
GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, S� \ NOTE:
ALL STORM STRUCTURES THAT HAVE A PERIMETER \> \ \ F,O
AND RESEEDED B NEEDED. E \ \
D DRAIN TIE IN, TIE IN AT ELEVATION // I / r? lal �-LIMITS OF DIST'�JRBANC \ N \ \ =S
3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS \ _'; / / I P E, \ \ \ •�� 7
VI DAMAGED. SEDIMENT SHALL H REMOVED FROM THE SILT FENCES U , / / y ' • ; y t \ \O \ 1�
DASHED LINE INDICATES I it CIESZKO FAMILY PROPERTY, LLC
WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. \
PERIMETER DRAIN AROUND II`t-
\ BUILDING FOUNDATION. (SEE /
4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION \ CH. DWII / \ I IJ y, i I N \ \� \ \\\\\ CE I I I I I I I
WHICH VALL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC 2 I • • + > , /
RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE I CC \ / ;� n p • 181 X 9 Wi X 21 W
CONSTRUCTION ENTRANCES B CONDITIONS DEMAND. I /L / " PERIMET�RAIN (TYP.) 00 ' 1 •-- °� OP CLASS B RIP
1j /
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD I ,t '•` \ / I // 4`� N 1.4' DEEP
CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY K;
REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING B NAIL SET IN \ n' >T Q i p ,yy 'IE y `- \
d I • \� \ � YIIB T \ CONDITIONS DEMAND. jj
8. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE CP&LNPASS UTILITY POLEI ' I P 2 \ 1 ��; I P •� \\ I Y 0 Y \\
MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT ELEV.-28.32 \ "PERIMETER DRAIN (1YPJ \ I P ° \ 1 •
SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE I \ - • • • �__� \ \ l
DESIGN CAPACITY HAS BEEN REDUCED BY 5DR _/ I 1 N\ \ '• -z °Y•'""' ` • �- _�. \ \ II 1677.0'vl 18 5'w2
Conatr¢ on eq eoc I LA S RI - P
/ p w. ..A
4 J 1151' EP
Phase I:
1. Install Stabilized Construction Entrances. x
2. Install all sediment barriers, including silt fences, downslope from soil -disturbing construction activities G m s 33 > I > I / - / ® \ I I I • \
as shown on Plans. Minimize surface disturbance required to provide access to remote areas of the site
where BMPs are to be installed and denote access route locations on the site maps. \ SEAL
3. Install temporary parking and storage area. Upon installation and implementation of the following areas: 1 1 t STOP I I 32 C (P ® \ \ I O: \ \ \ \ O
trailer, parking, laydown, porta-potty, wheel wash, concrete washout, masons area, fuel and material \\\ \ \a\ \� N `\ •••.••*'••.
storage containers, solid waste containers, etc. Denote timm on the site maps immediate) end note an 4 9 W - -- - I ® c \ \\ `\ •�OfE8a�0�'
changes in the locations as they occur throughout the construction processP y y S F E & $ L E G E N D ' ® \ \ \\\\ \ \\ \ \ \ L A \
CHAIN LINK FENC I ® \ \\ \\ \\ \ \ \ \
CL ? - I I I NIEL E & tN R SMITH I ' ® \\ \\\\ \\\�
1 �, - �\ _ _ - -114 cc I I I ► I I P CE TEMPORARY STONE CONSfiRICTION TS TEMPO Y SEEDING, ®\ \ �\ \ \ MATCHLINE � ��oI ....I
111 4. Be i¢ site cl ' i , leaving shims in lace. = r °"'•'� ••`
g g g P P W - - - \ cc I I ENTRA CE (SEE DETAIL) i O ®\ \\ \\ " ° H K. BPP ••`
5. Conamrct diversion ditches, berms and check dams. � �4 �- �- � _ _ _ _ - I I I (SEE DE IL) ® 36 CARP @MIN. 0.3 /o SLOPE w/MIN. •,rnrrrrrr••••a
6. Grub site and strip 11 stockpile topsoil, I _ = - o I I I I I ' \\ \\� 1.0' COVER. PIPE TO BE REMOVED &
7. Install end monitor settlement plates per Foundation Subsurface Preparation Note. W - - -' '" z o I I �\ \ \\ \ DISPOSED OF ONCE CONSTRUCTION
C B.BegintoI port, place and compact fill material for building pad. > I = III' 19 I CIP I �/ �L @SF
SEDIMEINTATION/SILT FEN�E TEMPFILL�DIVERSION \ \\\\ ENTRANCE IS REMOVED. KEY PLAN
9. Begin construction of temporary sediment basins. Excavated material may be utilized as soil surcharge if - 1' �I I I X �/t- (SEE DIITAI L) I � 4- DD
determined to meet specifications for suitable soil surcharge. Unsuitable materiels shall be disposed of ,q _� I I \° 4a I I I (SEE DET
properly. Slope and stabilize surcharge stockpile surface as shown on plan. x v O I I ( \\ \ \
10. Install applicable utilities as construction allows. w - ^ --- I / I 10 8 I I I ( RICHAIRD G & CAROL B RICE
11. Await direction from Geotechnical Engineer Prior to removing any soil from the surcharge stockpile. cJ -I- / N m I I
Z i� I 3� I �I2 1 I Ipp OUTLETIPROTECTION, I SB TEMPORA Y SEDIMENT BASIN \\ \\
hase B: Y cc ILLARD H I & CYNTHIA A CAPPS I I O SEE DEifAIL I (SEE DETAIL) D
1. Install diversion ditch to SB 1 as shown on Phase II Plan. _ I ( ) I \ op�E
2. Strip and stockpile topsoil from remaining areas of the site and properly dispose of unsuitable materials. i / ly 1 I I I I I I I 0
3. Begin to place and compact subgrade fill material in parking and drive areas from the US Hwy. 70 Z /=111F\ \ 0 \
frontage to the front parkingarea storm drainage system. Begin installation ofstorm drain snvcturesand = - / I P I 4®�® LIMITS O� DISTURBANCE I S
PERMANEN SEEDING, \
pipes as shown on plans as subgrade placement allows. Install inlet protection devices as indicated on U I I I I SEE DETAi \ i
plans, ensuring installation of weep holes and 2-foot excavation depth as indicated on the detail for \ - / ( I I� MERMAN NT BMP DRAINAGEI ARC A ( \
Excavated Drop Inlet Protection. Upon direction of the Geotechnical Engineer, remove soil surcharge - 1 [� ... \ \\ �\ SCALE
material and, if suitable, utilize this material to achieve proposed subgrade elevations in remaining areas I I I I I \ \\\ \
>�
to be graded. \ I I�r SURFACER RNING4. Install diversionjust inside the property line beside the storage building ovmed by Willard &Cynthia,20 I I(0118
STORMDAAIN INLET PROTECIIION, SR ° \ \� \Capps as shown. �CC I (SEE DETAIL) \ \ eo o1 eo 120
\IP(SEE DETAPhase III:IL) \ \\ \
1. Temporarily seed denuded areas. s I - I CC ��° \ - - °\ - I P S TS T I I I I \ y \\ \ \ \
2. Install utilities, underdrains, remaining storm structures including structure risers, frames grates and tops ' TOPSOILING \ � IN FEET
to finished grade, piping and curbs & gutters. t�i 1 ® I&C1 CULVERT INLET PROTECTION, I TU \1 inch 60 rL
3. Install rim outlet rotection devices as shown on Plans. n I I (SEE DETAIL) \� P P p ,1 (SEE DETAIIL) W 4. Install new inlet protection devices as appropriate for finished sub grade conditions. I \ I I I • \
5. Prepare for pavement installation. Install &compact aggregate base material in areas to be paved. I \ U I.m I I I I DRAINAGE FLAW ARROW • � \ \ PAVED D
6. In areas to be paved, remove inlet protection devices, repair & compact disturbed areas to specified Z ! , C 2 w ♦ \\�
aggregate base material thickness. I I 'c+°1 1 �ro\ S o I OP W I B/ BLANKET/`MATTING I 10% W/APPROX. S PE ---
Install pavement. s \ t I x
Reinstll inlet protection devices as necessary for paved areas that receive runoff from unstable, disturbed I j t t ♦ t o Y I ! \ (SEE DETAIL) I - -
areas. / j t y 18'I x 3.75'w1 x 9.25 w2 oH-�,�..(r..�i
9. Complete final grading and install permanent seeding and landscape planting. 'jrL v I I I I 0
/ III CLASS BRIP-RAP z_ \/ _
Bp 10. Convert Sediment Basins and rear diversion ditch to permanent storm water management facili as 9 I 9 9 � I I I I �-
shown on Plan and Details. P 6 ri I I NN 1 51' DEEP 1
11. Contact Civil Engineering Consultant and Wal-Mart Construction Manager for project termination 1 \ I -
readiness inspection. 1 $ •�� I _ T x F...-
12. Upon termination readiness approval from Wal-Mart Construction Manager, remove all temporary
Billand stabilize areas disturbed by BMP removal. SEE ROADW ( „+ - - - S T �- �� - - - - - _ _ - _ - - -- _ - - - EXISTING
13. inspect riprap outlet protection devices and repair as necessary. PLAN (SHEET �� ? _ _ - 't- - _ - - - - - _ _ -_ _ - _ _ _ - -- • n - - �'T SIGNAL F
14. Contact Wal-Mart Construction Manager for final Notice of Termnnatioa inspection. FOR E&S IN T IIS I� y _ _ N- - _ - - - _ _ _ ,- -_ _ _ _ _ _ _ _ _ - �� -_ _ _ ' - - =p•I'-- j -- -•_ _
AREA
REE ON _
2
WATERLINE----
4
2-02-07
JLK
SCD#3
3
4/24/06
CEA
PER DWO COMMENT
2
3/30106
JLK
ADDENDUM #5
1
2/21/06
JLK
MISC. REVISIONS
No.
DATE
BY
Description
0 BLUE FLAG K-,r ->E x • - 1T� _ _ - - - - _ - _ - _ - _ - - - - REVISIONS
SANITARY SEWER 1 ` 31-6N-
HAIN LI FENC> -x--- x-- FORCEMAIN GREEN FLAG OHU _ - _ - _ _ - - - - - -- - _ - - - - - - - - - - -- - - - - - - - _ _- _ - - - - I - DRAWN BY JLK
a_ -_--- --_- _---.- - .--_--_
o OHU I 29 _---_� - --- _-- -- _----- - - -
-_-- _ _ ' '�S =_
_ _ _ _ _ _ _ Z APPROVED BY BKB
__ _ G S MEDIAN ___ ___ ___
a TREE LINE OH - -
14: --OHU_.-- J----� _-{�9.-Ili- WEST BOUND LANES _--- -_--'_ _ _---_--- 'T�cPER--- ----_ - _ -
OHU _��, _- - DI --- -__ - 450- _--� s CHECKED BY BEAD
-_---- _ - ____-- ---_ ' -_ _ G _ -
__UMZ _ <'� NN - ^- DATE October, 25, 2005
�pRAGE- - - - - -r - - - �--- FAST BOUND LANES cU-
d -_�L$ �"TT'��TITLE
Vill
TARE� r - - - -i 5p'3PcP'ER" "_ - - - - - - - - -. D-FIBS _ _ _7_ - - - - - - CONC. UR
o: _ _ - - --��=S-1iY�'� - - � _ - - - � - - -- - '-. -� "`'-�'m•'s."-a-�±�-=--� =- -VT- - � _ ,-- -� - � - -. _ � _--� _ _ _ _ �_ - -� fig I-'"' � SS - \\Co � / �j� I
=__-_____- =_ Gam\\ I Ell Phase III
_ -�-� - HU Z ` --� z di
I ____ __-_-------- ______-----_-_--- _ _- _ __-__---_- _--__---�,_•-- og ___--- Nz o� & Grading Plan
All
CH
sl.Qu _ _ _ _ - _ -- -_ ss-------------� �UJOf
�.
TH-�i- PROJECT NO.
_I Lam- Al _ �-
�Y 80263900
-�'- � �� - _ - - - OH w j \ o a K a � s. � ma ti x ,�� • . *'�' �s"� ', r r r` ) �' � cuJ (},
as �5 SWPPP SITE MAP
o SEEROADWAY ao ao N S o £� ;� v x ,
_ SS OHU _ - na o PLAN (SHEET4B) CrO ° a tj� I t�Ar
N L- - cm FOR E&S IN THIS • n1" 1�I } 6
On - ° ° n. o 3 AREA
a ,
CL 0PHASE III EROSION AND SEDIMENTATION CONTROL PLAN / SITE MAP SHEET NO. OF

1 n
W
-11
W.
ELI
4 5 6
5' MIN.
MI t ( 2' XZWWOOD AME ATHER EXCESS
U MULCHING 6.14 CROSS BRACE AT CORNERS
NC E&S STANDARD iN• WARE SCREEN
Table,6.1)4a 18' WIRE SCREEN 0°°°0°0°0°°°o°0°0°0°0°0°0°0°000 CONCRETE BLOCKS a CONCRETE BLOCKS
0 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o°o°o°o°o°o°o°o°0°0°0°0°0°0°0°0° �`' °
MAX °o°co .9is'Z.4^S"S,a4.4�R.A.2.Q'!j o°0 0 RUNOFF 00 set, FILTERED
Mulching Materials and Application Rates WATER
°° zC°°l •0000 o0°O
...00,
3' MIN. DROP INLET - 00°° I°0°°/ WITH GRA� - 0000 0000
Material Rate Per Acre duality Notes I I �I I 2• x 2• STAKE / I I I I o°°°° - - - - IO°0° ��INLET
Organic Mulches III 000°o �0000 AGGREGATE /
F �J °°°° i I 0000
Straw 1-2 tons Dry, unchopped, un- Should come from wheat or oats; °°°° I I °D000 SECTION
weathered; avoid weeds. spread 'by hand orMachine; must cocci f I oo0g
be tacked down. o°o°I ' L - - - J o000
Wood chips 5-6 tons Air dry Treat with 12 Ibs nitrogeMon. Apply oo°°o°I ' o°O°0° 1• PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF
FABRIC 0000l j •''•. • Roo INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING.
with mulch blower, chip handler, Or \/\\ \\/ °o°ot•e� °°O° 2• HEIGHT OF BARRIER VARIES USE STACKS OF 4-INCH, "B-INCH, OR 12" BLOCKS.
by hand. Not for use in fine turf. G SILT FENCE INLET � M T*0n 0 ° °
°°°°O00 O°O°°°°°O°°°°°°°°00 0°O°0°
Wood"fiber 0.5-1 tons Also referred to as wood cellulose: PROTECTION o 0 0 0 0 0 0 0 0 0 0 0 0 0 o MIN. HEIGHT OF BARRIER 12 AND MAX. HEIGHT OF 24
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 O°°° °° O O O O° O
° ° °
May be hydroseeded. Do not use ���/%/%\ l IP6 3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL
in hot, dry weather./�, d • N.T.S. FACE OF CONCRETE BLOCKS.
FABRIC EXTENDS 1' MIN. GRATED INLET AGGREGATE
Basic. 35. cubic yards Air dry, shredded or Apply with mulch blower,; chip 4• THE AGGREGATE SHALL BE ANY NON -ERODIBLE MATERIAL SUCH AS LOOSE ROCK,
hammer -milled, Of chips. asphalt tohandler hand. DO not US@ BROKEN CONCRETE THAT WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO
asphalt Apply
with
tack. PLAN FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
Corn stalks 4-li tons Cut or shredded In Apply with mulch blower orfby- �` BLOCK AND AGGREGATE INLET SEDIMENT DEVICE
4-6 in. lengths. hand. NOt fOr USe In fine turf. NOTE: OUTLET SHOWN ENLARGED EXCAVATION
Sericea 1-3 tons Green ordry; should' FOR CLARITY. IP1 leS edeza EARTH EMBANKMENT N.T.S.
P corttaimmature seed.
seed -bearing
stems OUTLET ONTO STABILIZED / /\\/\ //� DTBLINSF 12/17/04
Nets and Mats1
Jute net Cover area Heavy, uniform; Woven of Withstands it o water Imu.h. Best when
sin Is jots yarn. \
Fiberglass Cover. area Withstands waterflow. Best when
E Excelsior used with organic mulch. Practice Standards and Specifications
g A
rY
@ISI f Cover area VillthstanriS WaterflOW: EMERGENCY SPILLWAY ;.;,.,.,..
(wOOtl fiber) AT ELEV. 23.1. 175' WIDE NC E&S STANDARD
t 6. PLAN Pipe Outlet to Flat Area-
P ma 6.5Q a a - • - • - • • - . e No Well-defined Channel
Fiberglass 05-1 tons Continuous fibers of drawn Apply with a compressed'air E'F� ANTI -VORTEX DEVICE w/ TRASH RACK
OUTLET
roving- PROTECTION
glass bound together with ejector. Tack witemulsified ' _ j . .. „ -�-__
a non -toxic agent. asphalt at a rate of 25-35 3' MIN - - - - -
Definition An excavated area in the mach to a storm drain inlet; or curb inter. OP
gout 000 sq ft, , 36• RISER / //�\� aPP ado _A - -- A NC E&S STANDARD
RISER TOP - 22.10
Chemical Stabilizer$2` OUTLET PROTECTION Purpose To trap sediment at the approach to the storrtf drainage systems. This practice rip
Aquatain follow +23 LF of 180 PIPE • O.S%
2-6.a• HOLES tszt.77 + allows use of pernlanent stormwater conveyance at as early stage of site 1 ---
Not beneficial to plant growth. FLOW development
Aerospray manufacturer's �-,- ;:;� , 3 MIN.
Curasol AK specifications 1 \\\,, _
Petr,oset SB INV. 19.38 / INV. OUT 20.0
Terra Tack 2' , °. ,:; / / ,
-�� .. �/ BOTTOM POND 19.0 CiOndlt ns Where Where storm -drain drop inlrts arc to be made operational before permanent Plan
Crust 500 ... Praeti a Applies
stabilization of the disturbed drainage area. This method of inlet protection is
/' � I�-
Genaqua;743 J' Al�tlfcdTATION BLOCK 4.5'x4.5'x2' DEEP p applicable where relatively heavy flows are expected and overflow capability La
M-145 SECTION A -A ANTI -SEEP COLLAR 4.5' x as' isneeded(Pigute6.50a)FrequentmaintenanceisrequirrdandtempOraryflood
GENERALNOTE: mg in the excavated area will occur. This ;
1'I
.practice can be used m combination ,
Refer to. Practice No.6.30, OrassLlnodChannels. 1. PIPE MATERIAL - PVC, HOPE OR OTHER PLASTIC MATERIAL W!(110thertC111pOraty1111eipIOtCCVOndeV1CC8SUCt1aSP1aCt1C66.S1,F[Jf!/lCl%�O li �l
P -�
2. ALL PIPE CONNECTION SHALL BE WATERTIGHT. Inlet PrOtectl0lt find Pracdee 6:52 Bfock and Gravel Inlet Protection.
2 3. FILL MATERIAL AROUND PIPE SHALL BE COMPACTED IN 4 INCHES LIFTS, A MINIMUM OF 2 FEET OF COMPACTED 13ACKFILL ' n.
IJSe Of trade names .d0@S hot imply endorsement of prOdUCf,; SHALL BE PLACED OVER THE PIPE BEFORE CROSSING IT WITH CONSTRUCTION TRAFFIC.
4. PONDING OF SEDIMENT LADEN RUNOFF IN SEDIMENT BASIN ACCOMPLISHED BY EMBANKMENT OR EXCAVATION DEPENDING ON
BRA'" Section AA 'blanket Notes
D S. SIDE SLOPES SHALL BE 3:1 OR FLATTER.
u 1. La is the length of the riprap
SFn1�nrT oA -- 1 LATER TO BE CONVERTED TO WETLANDS) Excavated area (as required)
SB N.T.S. WITH PIPE OUTLET i-T # f` _ v Pipe Outlet to Well-defined , apron.
Side slope 2:1
Channel 2. d'=1.5 times the maximum
2.5' MIN. q =I,II stone diameter but not less
'Accumulated than 6'r
COMPACTED SOIL NOTE: OUTLET SHOWN ENLARGED EXCAVATION tcVO� , r��"
24 MIN. O� FOR CLARITY. Ir1 11,• .r1_ n,. p sediment
3. n a well=defined channel ex-
FV _ EARTH EMBANKMENT I weep holes
„A00 Excavated. depth, (? for Inns, tendtheapronupthechannel.
2-O _ OUTLET ONTO STABILIZED r ���ll-tut• Gravel -supported by
banks to an elevation of 6
\ \ min 1 max 2 t --- �= hardware cloth to`allow A ____ A
EX ELSIOR MAT AREA T/ ", a I deweteling ll depth or, the to of the bank
\ \ below fop of inlet I - t drainage and.festrict above the maximum tailwater
sedlmenf.movement. 1 whichever is less r
_ 4. A filer blanket or filter fabric
NOTE: DIVERSIONS MUST BE MAINTAINED THROUGHOUT CONSTRUCTION /�.� \� JI►` Sht3Uld i)2 installed b@twe8n
j NOTE. Plan the riprap and soil foundation.
TEMPORARY DIVERSION 6.20 A;..;.;: \� PLUG WEEP HOLES WATERTIGHT UPON
REMOVAL OF MEASURE .
DETAIL
6, PLAN
-j _
DD SCALE N.T.S. ELEI y 26.001 11f`1RRst#' t FIOW \�\�% �i�-
- �t t r •i/% Flow La
3' MIN - - - - _ ��%,,;.�..%
C RISER I TOP
I
WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, OUTLET PROTECTION \�� \ �,00
✓/��: \� I I q 1� I
OR AS DICTg1� ByX _ MAX 6• MESH SPACING) 123 LF OF 18" PIPE • 0.5X
RE / \\ Section AA LOCAI. QU/REAyEN1$ ` arre�""..•+ � f ///•: - � � i�' \ ` II III II �
r a MIN: - Filter
- ..� -';::.:.�.• \ Flow blanket
INV. 19.38 / // /INV. OUT 20.0 FIOW /% \\\\\ Figure 6.41 c Riprep outlet protection (modified from Va SWCC).
A D54"RI MIN. FENCE POSTS, ,/// �
DRIVEN inN. 12 INTO AN91FcdTATION BLOCK 4.S'x4.5'x2 'DEEP
GROUND. Figure 6.50a Excavated drop inlet protection.
SECTION A -A ANTI -SEEP COLLAR 4.5' x 4.5'
GENERAL NOTE:
1. PIPE MATERIAL - PVC, HOPE OR OTHER PLASTIC MATERIAL
2. ALL PIPE CONNECTION SHALL BE WATERTIGHT. TS TEMPORARY SEEDING 6.10
3. FILL MATERIAL AROUND PIPE SHALL BE COMPACTED IN 4 INCHES LIFTS, A MINIMUM OF 2 FEET OF COMPACTED BACKFlLL TS TEMPORARY SEEDING 6.10
SHALL BE PLACED OVER THE PIPE BEFORE CROSSING IT WITH CONSTRUCTION TRAFFIC. NC E&S STANDARD so
COMPACTED BACKFlLL GEOTEX71LE © 4. SIDE SLOPES SHALL BE 3:1 OR FLATTER. NC E&S STANDARD
OVER WIRE FENCE Table6.+De Table6.10b
S. PROVIDE AND INSTALL GALVANIZED STEEL MESH TRASH GUARD w/ OPENINGS 1/2- TO 1' ON 6- ORIFICE HOLE. Temporary Seeding Sewing mixture Temporary Seeding Seeding mixture
1 Recommendations for Fall Species Rate(m/acre) Recommendations for species Rate(Iblacre)
i ? WIOS (PREMOUSi Y SEDIMENT BASIN �f11 Rye (grain) 120 Summer German millet q0
1 1 i ---- �+� © In the Piedmont and Mountains, a small -stemmed Sudangrass maybe
Seeding dates substituted at a rate of 501blacre.
I' I I GRP9E Mountains -Aug. 15. Doc.16
I �Oyl I I �NtSN - Coastal Plain and Piedmonl-Aug.15 - Dec. 3o Seeding dates
�yJ 1 I I 7T� II -III' Mountains -May is -Aug. is
I I -�- i -fi Soil amendments Pledmom-May / -Aug. 15
i l l A I I I EWbw aril teals or Coastal Plaln-Apr. - Aug. 15
I I I apply ground agricultural limestone end
i I I I I 1,000 Ib/acre'10.101D1ertllizer.
ryJ�ox - TT-T, I Soil amendments
1(3° MUICh Followrecommendatlonsofsoiftesisorapply2,000lb/acregroundagricul-
)Tf _ I .. - 1 lure[ limestone and 750lb/acre l0.10-10fertilizer.
ELEVATION �•,• I I I „-II 8 2 III Apply 4.0001b/acre.slraw Anchor straw by tacking wah asphalt' netting,.
1 I I TYP l� or a mulch anchoring tool, A disk with blades set nearly straight can be Mulch
L •L J i used as a mulch anchoring tool. Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt netting,
FILTER FABRIC (TYP) Maintenance or a mulch anchoring tool. A disk with blades sat nary straight can be
• Repair and refenillze damaged areas Mmodlatel T used as a mulch anchoring tool
tO CLASS 1 RIP RAP P gYecre of nit y opdfess with 50
COMPACT FILL TYP '� (TY) rogen in March. M h is necessary t° extend temporary cover Maintenance
WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, ( ) *> AT ,+ 1' THICK beyond June 15, ovetseed with 60 Iblacre Kobe (Piedmont and Coastal Ra in tllze If growth Is notlullyadequate.Aesaed, relertlllzeand mulch Im-
MAX 8- MESH SPACING) WITH GEOTEXTILE COVER TO 95% STANDARD PROCTOR 6" O.C. Plain) or Korean (Mountains) Iespedaza in late February or early March.
EL. VARIES - EL. VARIES medlatelyfollowing erosion orother damage.
POSTS: STEEL EITHER T OR U TYPE. WETLAND WETLAND
FENCE: WOVEN WIRE, 14-1/2 GA. 8' MAX. MESH OPENING TS TEMPORARY SEEDING 6.10
a FABRIC: 1. AMOCO 119e WEIR_ DETAIL PS PERMANENT SEEDING 6.11
N 2. BELTEMIRAF1 H 0X NTS © µNC E&S STANDARD NC E&S STANDARD
FINISH GRADE COMPACTED 3. MIRAFl 130X
BACKFlLL 4. LING GTF 190 Table 6.11v Table 6.1 Da
FLOW S. SI 915 SC Seeding No. 7CP for. Seeding Mixture Temporary Seeding Seeding mixture
----� Grass -lined Channels; Spsglas' Rate(Ibfacre) Recommendations for Late species Rate(Ib/acre)
Coastal Plain, Lower Common Berm,udggrass 4040 (1-216/1.000 ft) Winter and Early Spring Rye (grain) 120
Piedmont, and Dry Solis In Annual lespedeza (Kobe in
the Central Piedmont Seeding Oates Piedmont and Coastal Plain,
MM EXTEND WIRE FENCE A Korean in MountainsUNDISTURBED /r c MIN. OF r INTO TRENCH Cpaatal PIaIn: Apr, -Jut' ) so
GROUND % \ Piedmont: Apr. 16 - June 30 Omit annual lespedeza when duration of temporary cover Is not to extend
8' X 8'
beyond June.
TRENCH/ EMBEDDED GEOTEXTILE FABRIC S011amendment9
MIN. 6' INTO GROUND Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre Seeding dates
\ \, W/ 6' LAID ALONG BOTTOM ground agricultural limestone and 500 b/acre 10.10.10 fertilizer. Mountains -Above 2500 h: Feb. 15 - May 15
A -A -SECTION OF TRENCH Below 2500 it: Feb. 1 • May 1
Mulch Plsdmonf-Jsn. 1 - May 1
Coastal Plain -Der. 1- Apr. 15
Use lute, bottom
maaing• or other affective T ve channel lining end above
cover0ie bottom of channels aril d'Rches. The lining ahouklextend above SOLI amendments
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH HARE TIES. the highest calculated depth of flow. On channel side slopes above this
Might, and in drainages not requiring temporary linings, apply 4,000 Follow recorrmsndatlonsofsoiitestsorapp1y2,000lb/acre ground agricui-
2. CE07EXTILE TO BE FASTENED SECURELY TO WOVEN HARE FENCE WITH TIES SPACED EVERY Iblacregrain atmwand enehorsfrawbystepllnpnetting over tlietop. tureillmestoneand75tlltilacre70.10.10tenilizec '
24' AT TOP AND MID SECTION.
3. WHEN TWO INCHES
ANDIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED Muleh and anchoring mater.1sh must not be allowed to wash dowmalepes Mulch
BY SIX INCHES AND FOLDED, where they can dog drainage devices. Apply 4.000 blacre straw. Anchor straw by tacking with asphalt, netting,
4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL or a mulch anchoring tool. A disk with blades set nearly straight can be
SHALL BE REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE. M9lmenaaCO used as a mulch anchoring tool.
S. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE A Mainteminimunance
of 3 wabk+ is required for establishment Inspect and repair
S
mulch frequently. Rafertil,ze the following Apr, with 50 b/acre n,(ilogen. Maintenance F Refertilize 11 growth Is not fully adequate- Reseed, relenllize and mulch im-
'Refer to Appendix &021or botanical names.. mediately following erosion or other damage.
SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT
N.T.S.
t� Dewberry
Dewberry & Davis, Inc.
551 PINEY FOREST ROAD
DANVILLE VA 24540
PHONE: [phone]
FAX: [phone]
O
N
M
LU
H
CQ
G
J
f�
i
SEAL
13aJ71_1.
SCALE
Z
LLI
Ir
0
F-
5Q
i_
ow 6
obow
Z OT
G
0 30 e0 120
( IN FEET )
1 inch - 80 ft.
5
2-02-07
JLK
SCD#3
4
11-06-06
BEB I
SCD#2
3
5/5/06
BKB
PER DWQ COMMENT
2
4/24/06
CEA
PER DWQ COMMENT
1
2/21/06
JLK
MISC. REVISIONS
No.
DATE
BY
Description
1EVISIONS
)RAWN BY
JLK
%PPROVED BY
BKB
;NECKED BY
BEB
)ATE
October, 25, 2005
rITLE
Erosion &
Sediment
Control Details
IROJECT NO. 80263900
12
SHEET NO. OF

Dewberry
I9-
t�
FBI
TABLE
3: NON-NATIVE,
INVASIVE AND
PROBLEM SPECIES
All wetland
creation area
temporary and permanent seed mixes
shall be .devoid of any
non-native,
invasive, or
problem species but not limited to
the following:
SCIENTIFIC NAME
COMMON NAME
G/ycerio grond/s
Reed Meadowgross
Leersio oryzoides
Rice Cut Grass
Glycerin conodensis
Canada Mannogross
Aster novae-cng/ia
New England Aster
uthcmio gromnifo/ic
Grossleof Goldenrod
Typhc lOtifoli0
Broad -Leaved Cattail
Tpho on ustifo&7
Narrow-Leoved Cattail
Phrogmites oustro/is
Phrogmites communis
Giant Reed Grass
Lythrum SOMi Crio
Purple Loosestrife
Festuco rubro
Red Fescue
Other Festuco species
Cirsium orvense
Canadian thistle
Cirsium vu/gore
Bull thistle
A/lioric petio/oto
Garlic mustard
Ponicum species (other thon those
specified)
Bros is species
Andropogon species other than I&
se specified)
Lo/ium species
Pho/oris orundinoceo
Reed Conory Grass
G/ecomo hederccec
English ivy
Polygonum crifo/ium
Halberd -Leaved Tearthumb
Polygonum sogittotum
Arrow -Leaved Tearthumb
Po/ ovum perfo/iotum
Asiatic Tearthumb (Mile -A -Minute
Lonicero 1bponitG
Japanese honey suckle
Perillo frutescens
Beafsteak Plant
Sor um ho/i ense
Johnson gross
Murdcnnio kirsok
Aneilimia
Microste ium vimieum
Microste ium
Les edezc cuneoto
Chinese les edizo
OiOSCOreO bototos
Chinese yam
Arundo donox
Giant Reed
Akebio quincto
Fivz-leaf Akebia
Corex frutescens
Asiatic sound sedge
Centoureo moculosc
S otted
Coronillo voria
C 3wn vetch
0
FLAN
THIS SHEET OUTLINES THE PROCEDURE TO PLANT AND DE OP T
WETLAND PLANTING ZONES THESE ZONES ARE IDENTIFIED THE
WETLAND BENCH ZONES A AND B ON THE GRADING PLAN.
THE WETLAND IX SHALL CONSIST OF A MINIMUM- OF-40.SPECIES FROM
C E SEED M
TABLE 1. THE SEEDING SHALL BE PLACED IN THE AREA 4.5 FT ABOVE THE
NORMAL POOL ELEVATION TO 1.0' BELOW THE NORMAL POOL, UNLESS THE
AREA IS INUNDATED. IF THE WETLAND BENCH IS INUNDATED, TEMPORARY SEEDING IS
NOT REQUIRED AND PLANTING MAY COMMENCE AS DETAILED ON THIS SHEET, ANY
GIVEN SPECIES FROM THE LIST SHALL MAKE UP NO GREATER THAN 15 PERCENT
OF THE ENTIRE MIX, NO SPECIES OTHER THAN THOSE IN TABLE 1 WILL BE
ACCEPTED WITHOUT THE APPROVAL OF THE ENGINEER.
IF SEEDING TAKES PLACE DURING THE PERIOD OF AUGUST 16TH - MAY 16TH
ALL WETLAND AREAS WILL BE SEEDED WITH THE WETLAND SEED MIX AS SPECIFIED
IN TABLE 1 AT A RATE OF 15 POUNDS/ACRE, AND MIXED WITH OATS (AVENA
SATIVA) TO BE APPLIED AT A RATE OF 22 POUNDS PER ACRE, FOR A TOTAL
APPLICATION OF 37 POUNDS PER ACRE.
IF SEEDING TAKES PLACE DURING THE PERIOD OF MAY 17TH - AUGUST 15TH
ALL WETLAND AREAS WILL BE SEEDED WITH WETLAND SEED MIX (15 POUNDS PER
ACRE) AS SPECIFIED IN TABLE 1, AND MIXED WITH GIANT FOXTAIL (SETARIA
MAGNA) TO BE APPLIED AT A RATE OF 15 POUNDS PER ACRE FOR A TOTAL
L E
APPLICATION OF 30 POUNDS PER ACRE. ANY OTHER SPECIES OF SETARIA WILL
NOT BE ACCEPTED WITHOUT APPROVAL OF THE ENGINEER.
BEFORE PLANTING COMMENCES, THE WATER LEVEL IN THE POND SHOULD BE 1.0' BELOW
NORMAL POOL. IF NOT, SPECIFICATION #6 BELOW WILL APPLY.
MATERIAL
1. PLANT MATERIAL MAY NOT BE SUBSTITUTED WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER.
B 2 IF GRADES DIFFER FROM THOSE DEPICTED ON THE PLANS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER PRIOR TO PLANTING.
3. THE SUPPLIER(S) OF ALL SEEDS AND VEGETATION SHALL CERTIFY THAT THE
ORIGIN OF THE SEEDS AND VEGETATION FROM WHERE THEY ORIGINATED IS FROM
USDA HARDINESS ZONE 8.
4. SELECTED PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS
REPRESENTATIVES OF THEIR NORMAL SPECIES, NURSERY GROWN ACCORDING TO
GOOD HORTICULTURE PRACTICES AND GROWN IN A CLIMATE SIMILAR TO THE
PROJECT AREA. PLANTS SHALL BE VIGOROUS, HEALTHY AND FREE OF DISEASE,
INSECTIVOROUS PESTS, DECAY, INJURIES AND ALL FORMS OF OBJECTIONABLE
DISFIGUREMENTS. TRUNKS AND BRANCHES SHALL BE FREE OF CUTS AND
ABRASIONS. PLANTS SHALL CONFORM TO ALL ASPECTS OF THE CURRENT EDITION
OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1) FOR
CONSERVATION GRADE PLANT MATERIAL, EXCEPT WHERE NOTED.
5. ALL PLANT MATERIAL IN CONTAINERS SHALL HAVE FIBROUS ROOTS THAT ARE
FORMED THROUGHOUT THE POTTING MEDIUM SO THE SHAPE WILL REMAIN AND THE
MEDIUM WILL HOLD TOGETHER WHEN PLANTED (REFER TO AMERICAN STANDARD
FOR NURSERY STOCK),
6. THE FINAL LOCATION AND ORIENTATION OF ALL PLANT MATERIAL, AS WELL AS
THE LOCATION OF ALL PLANTING ZONES, WILL BE SUBJECT TO THE APPROVAL OF
THE ENGINEER. THE CONTRACTOR MAY BE RESPONSIBLE FOR REPLANTING AND
RESEEDING ANY PLANT MATERIAL INSTALLED WITHOUT APPROVAL OF THE
ENGINEER.
7. THE CONTRACTOR SHALL BE REQUIRED TO GUARANTEE AND MAINTAIN ALL
PLANT MATERIAL FOR TWENTY-FOUR (24) MONTHS (CARE AND REPLACEMENT PERIOD) OR
UNTIL FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST.
1. PLANT SPECIES FROM THE SCHEDULE (TABLE 2) ARE TO BE PLANTED, BY HAND,
A WITHIN THE ZONES AS SHOWN ON THE GRADING PLAN (SHEET 4). SPECIES ARE TO BE
MIXED TO PROVIDE A VARIETY OF PLANTS OVER THE MITIGATION AREA WITHIN THE
SPECIFIED ZONE. (SEE TYP. SECTION THIS SHEET)
2. PLANT NO MORE THAN 10 PERCENT OF ANY SINGLE PLANT SPECIES.
3. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. HERBACEOUS VEGETATION
SHOULD BE PLANTED IN THE EARLY SPRING (APRIL-JUNE) OR LATE FALL (OCTOBER-NOVEMBER).
VEGETATION PLANTED OUTSIDE THE DORMANT SEASON SHALL BE WATERED TO ENSURE
SURVIVABILITY.
4. ALL PLANTS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR % OF
SURVIVAL. THIS SHALL INCLUDE FILLING AROUND THE ROOTS TO APPROXIMATELY 75
THE HOLE, TAMPING, AND THOROUGHLY WATERING. AFTER SETTLEMENT OF THE SOIL,
THE REMAINDER OF THE HOLE CAN BE FILLED, FERTILIZED AND REWATERED. ALL
ASPECTS OF THIS PROCEDURE SHOULD OCCUR IN THE SAME DAY. ALL ASPECTS OF
THIS PROCEDURE SHOULD ALSO BE FOLLOWED FOR REPLACEMENT PLANTINGS.
k23N
ZONE "B"
r
x `L3 N
n N
`L�
k �x `L3
CONTRACTOR SHALL WATER ALL PLANTS, AS R�COAIIcf
CONTRACTOR AND APPROVED BY THE ENGINEER, DURING THE FIRST 24 MONTHS (CARE
AND REPLACEMENT PERIOD) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS SHORTEST.
6. THE FOLLOWING MINIMUM QUANTITIES OF WATER SHALL BE USED TO WATER EACH
PLANT UNLESS OTHERWISE DIRECTED BY THE ENGINEER: HERBACEOUS VEGETATION (IF
WATERING IS REQUIRED) - 1 GALLON PER PLANT.
7. PLANT MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PREVENT
DESICCATION OF THE ROOT SYSTEM. PLANTS SHALL BE PROTECTED AT ALL TIMES
FROM SUN AND DRYING WINDS. PLANTS THAT CANNOT BE PLANTED IMMEDIATELY
SHALL BE KEPT IN THE SHADE AND WELL WATERED, PLANTS NOT PLANTED ON THE
DAY OF ARRIVAL MUST BE PROVIDED WITH ADEQUATE IRRIGATION AND ON -SITE
PROTECTION FROM THE ELEMENTS. DORMANT PLANT MATERIALS MUST BE KEPT IN
COLD STORAGE (38' - 42' F) AT 75% HUMIDITY AND NOT REMOVED EARLIER THAN
48 HOURS BEFORE PLANTING.
8. PLANTS SHALL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE
DAMAGE TO BARK, BUD:;, BRANCHES, OR OVERALL CONDITION. CONTAINER GROWN AND
CONTAINERIZED PLANTS SHALL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY
WERE GROWN OR PLACED. IN ADDITION, PLANTS SHALL NOT BE HANDLED BY THE
STEMS DURING TRANSPORT TO THE PLANTING SITE OR DURING PLANTING.
9. PLANTS SHALL NOT BE REMOVED FROM CONTAINERS UNTIL THEY ARE READY TO E
B
INSERTED INTO THE PLANTING HOLE. ROOTS SHOULD BE INSPECTED TO ENSURE THAT
THEY ARE NOT POT BOUND. POT BOUND OR CRAMPED ROOTS SHOULD BE CAREFULLY
SEPARATED AND SPREAD WHEN PLACING THE PLANT TO FACILITATE ROOT GROWTH
WITHOUT FURTHER CONSTRICTION OF THE ROOT BALL,
10. PLANTING HOLES SHALL BE BACKFILLED WITH TOPSOIL FOR PLANTING PLANTS
FURNISHED BY THE CONTRACTOR.
TOPSOIL SHALL HAVE A PH RANGE OF 6 0 TO 7 0 PRIOR TO MIXING WITH ORGANIC
I
! I j
I j
I i '
i
25.0L._-_-.!.--.--_--
jI
i I i
I i i
SCALE: HORZ. 1"=20' ; VERT. 1"=5'
. -- - CROSS-SECTION A -A ---_ _.._ _ .
I 1
I i i
j
i I I i
� lj I _...__. I o _ --
NORMAL POOL=21'
j
12.5I
I i
I ----- , -- - - - - '•- -- I FOREBAY = 19'
- - - -
j I
j I I i I
I
1 1
i
-
I
I
I
I I i
i
I I
1 i - _ I ,
I
I i i I I
,
i i i I
I
25.0
1
I
12.5 --- - -- -
i
SCALE. NOT TO SCALE
I
CROSS-SECTION B-B
I I i
i
I
I I
i !
20.5'
I II
! I i
i
I ,
----- - - ------
I
i
I ;
TAPLr 4: PERMANENT WETLAND SEED MIX
SCIENTIFIC NAME
COMMON NAME
INDICATOR
E/ mus vir inicus
V'irninio Rye
FACW-
E/ymus conodensis
Wild Rye
FACU+
07osmcnthlum lctifobiim
River Oats
FACU
E/ymus hystrix Hystrix potulo)
Bcttlebrush Gross
UPL
Dichonthe/ium commutotum
:; i bl Witch toss
� e g
FACU+
Schizochyrium scoporium
Little Bluestem
FACU-
FACU
Andropogon virginicus
biaom-sedge
Ponicum virgotum
Switch rass
FAC
Andropogon girordii
Big bluestem
FAC
iI
L_- - .. ---- I
I
, I
I I I
i
o i NORMAL POOL = 21'
1 i
f ,
! I
i
_--- ZONE "A"
9
MATTER. IF THE PH IS NOT WITHIN THE SPECIFIED RANGE, THE PH SHALL BE TABLE 2: PLANTING SCHEDULE
CORRECTESHALL BEDAT THE SE ECTED.COTO SOILOSHALLXPENSE OR BE SUBJECTNTOLTERNATIVE SUPPLY INSPECT ON B Y THE OFTOPSOIL
-© �_ " BELOW PERMANENT POOL IS ZONE A. 4-�18" BELOW PERM. POOL. IS -ZONE -B -
AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN PLANTING AND SHALL
BE MIXED WITH ORGANIC MATTER AS SPECIFIED.
11. PERMANENT SEEDING (TABLE 4) SHALL BE APPLIED IN ZONE A AFTER THE PLUGS AND POTTED
PLANTS ARE PLANTED.
3. rOWRA� t %in dNSPECTft7�11
1. THE CONTRACTOR SHALL INSPECT AND VERIFY THE DISTRIBUTION AND PLANTING
TO ENSURE PLANTS ARE OF ACCEPTABLE QUALITY AND THAT THE PLANTING
SPECIFICATIONS HAVE BEEN MET TO THE FULLEST EXTENT POSSIBLE
AND REPORT THE WRITTEN RESULTS TO THE OWNER.
2. IN AUGUST OR SEPTEMBER THE CONTRACTOR SHALL CONDUCT A SITE
INSPECTION TO EVALUATE ESTABLISHMENT AND SURVIVAL RATES OF PLANTED MATERIAL
TO DOCUMENT REPLACEMENT NEEDS FOR INDIVIDUAL SPECIES.
3. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING NON -SURVIVING PLANTS DURING
THE CARE AND REPLACEMENT PERIOD (24 MONTHS, UNLESS OTHERWISE SPECIFIED IN
CONTRACT DOCUMENTS) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST.
4. ANNUAL SURVIVAL RATES OF THE PLANTED STOCK SHALL BE ESTABLISHED WITH
REPLACEMENT OF ANY PLANTS THAT DIE IN EXCESS OF 15% OF THE ORIGINAL
NUMBER OF PLANT STOCK.
5. IF NATURALLY RECOLONIZED NATIVE SPECIES OF EQUIVALENT WETLAND INDICATOR
STATUS (TABLE 2) EQUAL OR EXCEED 80% SURVIVAL, REPLACEMENT STOCK WILL
NOT BE REQUIRED.
6. FOR THE PURPOSES OF MEETING PERMIT REQUIERMENTS, AREAL COVERAGE
SHALL BE A MINIMUM OF 50% IN WETLAND AREAS.
7. THE CARE AND REPLACEMENT PERIOD WILL BEGIN ON THE DATE THAT AN
INSPECTION BY THE OWNER CONFIRMS THAT THE PLANTS HAVE BEEN
INSTALLED IN ACCORD4NCE WITH THE PLANS AND SPECIFICATIONS.
4. IVIANAOENt NT.. AND MONITORING
TECHNIQUES FOR MANAGING VEGETATION OF THE ZUNES MAY INCLUDE ONE OR MORE
OF THE FOLLOWING:
1. SPECIES COMPETITION WILL AFFECT THE DISTRIBUTION OF UPLAND/WETLAND SPECIES AND GROWTH PATTERNS WILL VARY
ACCORDING TO THE PHYSICAL SETTING OF THE AREA. MANAGEMENT OF PLANT COMMUNITY
SUCCESSION SHOULD BE BASED ON THE EVOLVED HYDROGEOMORPHOLOGY AND THE DESIGN DETAIL.
2. SURVIVABILITY OF THE PLANTING WILL BE INCREASED IF EACH INDIVIDUAL PLANTING IS IRRIGATED DURING ANY OF THE FIRST TWO
GROWING SEASONS IF THE DESIGNED NORMAL POOL ELEVATION IS NOT MET.
3. SHOULD WILDLIFE NUISANCES RESULT IN PLANT DAMAGE, VEGETATION REPLACEMENT SHOULD BE USED IF THE WILDLIFE DAMAGE
IS DEEMED EXCESSIVE.
SWM POND SHELF Herbaceous Plants.
SCIENTIFIC NAME *
COMMON NAME
MIN. STOCK
PLANT CENTERS
I SDIICATOR
ZONE
Alisma plantago-aquatica
Water Plantain
plug
3'
OBL
A & B
Vernonia noveboracensis
New York Ironweed
plug
3'
FACW+
A only
Nuphar luteum
Spatterdock
plug
3'
OBL
8 only
Carex lurida
Shallow Sedge
plug
3'
OBL
A & B
Scirpus cyperinus
Wool Gross
plug
3'
FACW+
A & B
Saururus cernuus
Lizard's Tail
plug
3'
OBL
A only
Juncus effusus
Soft Rush
plug
3'
FACW+
A only
Asclepias incarnata
Swamp Milkweed
plug
3'
OBL
A only
Acorus calamus
Sweetflog
plug
3'
OBL
A only
Lobelia cardenalis
Cardinal flower
1 quart pot
3'
FACW+
A only
Osmunda cinnomomea
Cinnamon fern
plug
3'
FACW+
A only
Panicum virgatum
Panicgross
plug
3'
FACW+
A only
Sagittaria latifolia
Duck potato
plug
3'
OBL
A & 8
Iris versicolor
Bluefla
plug
3'
OBL
A & B
Scirpus fluviatilis
River bulrush
plug
3'
OBL
A & B
Sparganium americanum
Eastern burreed
plug
3'
OBL
A only
Pontederia cordata
Pickerelweed
plug
3'
OBL
A & B
Elodea canadensis
waterweed
plug
3'
OBL
B only
Valisneria americans
Wild Celeryplug3'
B only
Zizania ¢ uatica
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A only
4. POST CARE -AND -REPLACEMENT PERIOD MONITORING SHALL BE CONDUCTED ACCORDING TO FEDERAL AND STATE PERMIT CONDITIONS
* minimum of ten (10) of the scheduled species must be planted.
t flOfT'tierboceous plants per acre.
iFO AY 170'
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T�BLE 1: f ARY( SEED M�-X FOR ­ ZONES k AND--$
SCIENTIFIC NAME
COMMON NAME
Scirpus atrovirens
Green Bulrush
Scirpus cyperinus
Woolgross
clrpus acu us
Hord -Stemmed bu rus
Scirpus microcorpus
Small Seeded Bulrush
clrpus pungens
CommonThree- quare
Other Scirpus species
Mimulus ringens
Monkey Flower
Corex vulpinoideo
Fox Sedge
Corex comoso
Bearded Sedge
Corex lurida
Lurid Sedge
Penthorum sedoides
Ditch Stone Crop
Verbeno hostoto
Blue Vervain
Rumex verticillatus
Water Dock
sc epics Incorna a
Swamp wee
Impatiens copensis
potted ouch -Me -Not
Alismo plantago-aquatics
Water Plantain
Zizonia aquotico
Wild Rice
Helenium autumnole
Common Sneezeweed
Aster pernanthoides
Crooked Stem Aster
Monardo didymo
Native Bee Bolm
Rudbeckia hirto
Black-eyed Susan
Solido o conodensis
Canada Goldenrod
EI mus vir inicus
Wild Rye
Dewberry & Davis, Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
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SEAL
KEY PLAN
SCALE
3
2-02-07
JLK
SCD #3
2
4/24/06
CEA
PER DWO COMMENT
1
3/23/06
MM
ADDENDUM 42
No.
DATE
BY
Description
REVISIONS
DRAWN BY JLK/SSR
APPROVED BY BKB/SSR
CHECKED BY BEB
DATE JULY4,2005
TITLE
PLANTING SCH.
& SPECIFICATIONS
FOR WETLAND
ZONES
PROJECT NO. 80263900
WL- 1
SHEET NO. OF