NCC243515_Site Plan or Location Map_20241113

0 think,design,build
\ PROJECT LOCATION: N
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.0.\ 7\\ THIS PROJECT IS LOCATED IN THE CITY OF BURLINGTON, NORTH CAROLINA WITHIN THE ¢ a' 'S' k
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EXTRATERRITORIAL JURISDICTION,LOCATED ON 1736 WHITES KENNEL ROAD. Ppvet
-
= SEAL '
24438 ..
\ SITE DATA pie FNGINEFQ =
OWNER BLUESCOPE PROPERTIES GROUP c +,M9/q P P\sr
STREET 1540 GENESSEE STREET k 5,,f. R'
CITY,ZIP KANSAS CITY,MO 64102 I'!/D8/2D24
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DESIGNER/PREPARER/DEVELOPER BOBBITT DESIGN-BUILD, INC.
ATTN: BLAIR PITTMAN, PE(24438)
STREET 1200 WESTON PARKWAY
CITY CARY, NC27513
EMAIL ADDRESS [e-mail] O
PHONE NUMBER 919.851.1980 5
\ O
SITE ADDRESS1666 6 1736 WHITES KENNEL ROAD
J SITE - -
BURLINGTON, NC 27215
9
GPIN NUMBER8863-86-2173&8863-85-67181,„„ F PARCEL/TAX ID 120421&120420/ o DEEDED ACREAGE 9.11 AC&3.95 AC(TO BE RECOMBINED PRIOR TO s
- - - - 111111111111111'A;'
, ANNEXATION) Iii
PROJECTAREA 13.05 AC JURISDICTION NITY OF BURLINGTON(ETJ)INSIDE CITY LIMITS NOZONED MI(MEDIUM INDUSTRIAL)/ EXISTING USE: VACANT
PROPOSED USE: FLEX]WAREHOUSE
IIIIRIVER BASIN CAPE FEAR BASIN(BIG ALAMANCE CREEK WS-V)BUILDING HEIGHT 45'(TOP OF PARAPET) -
EXISTING BUILDING AREA N/A
PROPOSED BUILDING AREA ±167,000 SF(FOOTPRINT) t
/ a
`�// / ��\ IMPERVIOUS(WITHIN LOD) EXISTING(UPGRADED OR REMOVED) PROPOSED COORDINATOR:
\ / / BUILDING AREA: 3,424SF(TBR) ±187,000SF(BUILDING) Blair Pittman _
IAlth. / VEHICLE PVMT.AREA(PAVE/GONG): 3,02E SF(TBR) ±197,530 SF DRAWN BY:
T('�TT7 TFt�`J MAP A 7� NON-VEHICLE PVMT.AREA(CONCRETE): NONE ±16,673 SF M.Moffitt
VICINITY 1V1 L"�r 11�-5o0� TOTAL 36,452 SF 0401,203 SF CHK BY:BPP
TOTAL ADDITIONAL IMPERVIOUS SURFACE ±401,203 SF
DISTURBED/DENUDED AREA 12.98 ACRES
BUILDING SETBACKS: ZONING:MI
STREET RIGHT-OF-WAY 40 FT
SIDE 5 FT
SIDE(ABUTTING HDR) 15 FT
REAR 30 FT
LANDSCAPE BUFFER: ZONING:MI
STREET RIGHT-OF-WAY 10'STREET YARD
ABUTTING HDR: 40'TYPED BUFFER
PARKING REQUIREMENTS
WAREHOUSE/DISTRIBUTION 134 SPACES
p SPACES PER EVERY 3 EMPLOYEES OH LARGEST SHPFT-M,EMPLOYEES,
TOTAL REQUIRED: 134 SPACES
PROPOSED PARKING: 232 SPACES
HANDICAP SPACES REQUIRED/PROVIDED: 7/B SPACES 0
BICYCLE PARKING REQUIRED/PROVIDED NOT REQ'D PER COB UDO SEC.5.1.1.1.b.xvi
SOIL EROSION&SEDIMENTATION FLOODPLAIN INFORMATION 0N
CONTROL PLANS NO 100 YR FLOOD PLAIN LOCATED WITHIN THIS SITE AS PER FEMA MAP NUMBER 3710886300K DATED NOVEMBER L.I_
17,2017.THE RECEIVING WATER COURSE IS BIG ALAMANCE CREEK A TRIBUTARY OF THE HAW RIVER. I�
APPROVED BY >
DATE 11/12(2024 w
Z
Z
W LO
CITY OF BURLINGTON - ENGINEERING DEPARTMENT
INFRASTRUCTURE PLAN REVIEW AND INSPECTION FEE SCHEDULE INDEX OF SHEETS Y
STORMWATER NOTES: N J
ITEM QUANTITY UNIT OF MEASURE UNIT COST TOTAL COST SHEET NUMBER DESCRIPTION 1. THE PROJECT WILL REQUIRE A HIGH DENSITY STORMWATER W i/) 1
PUBLIC ROADWAY 0 LF PERMIT.APPLICATION MUST BE SUBMITTED TO THE V J ^'
CENTERLINE LF $2.00 $0.00 CO.0 COVER SHEET STORMWATER DIVISION FOLLOWING TRC APPROVAL. 1 1 J - -
PUBLIC SANITARY SEWER LINES 0 LF PIPE CENTERLINE LF $1.50 $0.00 CO.2 EXISTING CONDITIONS 2. THE PROJECT WILL BE PERMITTED AS A HIGH DENSITY z LL
C1.0 SITE PLAN STORMWATER PROJECT. Z /1
SEWER SERVICES 1 EACH $50.00 $50.00 3. AFTER JULYATER TREATMENT FOR ALL IMPERVIOUS AREA CREATED `J
PUBLIC WATER LINES / FIRE LINES 114 LF PIPE CENTERLINE LF $1.50 $171.00 C2.0 EROSION CONTROL PLAN PHI AFTER 1,2007 IS REQUIRED.C2.1 EROSION CONTROL PLAN PHII 4. ALL RUNOFF FROM PERVIOUS AREAS OF THE DEVELOPMENT w Z I Z
WATER SERVICES 1 EACH $50.00 $50.00 C2.2 EROSION CONTROL PLAN PHIII MUST BE TREATED TO THE MAXIMUM EXTENT PRACTICABLE.
PUBLIC STORM DRAIN PIPE 0 LF PIPE CENTERLINE LF $1.50 $0.00 C2.3 NPDES PLAN 5. AS-BUILTS OF THE SCM SHALL BE PROVIDED TO THE CITY OF ..
C2.4 NPDES PLAN BURLINGTON FOLLOWING THE CONSTRUCTION OF THE SCM.
PUBLIC STORM STRUCTURES 0 EACH '- $50.00 $0.00 6. A PERFORMANCE SECURITY BOND WILL BE REQUIRED FOR ALL Z Z
PUBLIC SIDEWALKS MULTI-USE C2.5 NPDES PLAN 5CM5 PRIOR TO ISSUANCE OF CO IN ACCORDANCE WITH 0
/ SECTION 7.4.H.4 OF THE CITY OF BURLINGTON UDO. LLI (0 1030 LF CENTERLINE LF $0.50 $515.00 C3.0 GRADING PLAN
PATHS / GREENWAYS C3.1 GRADING PLAN NOTES
TOTAL PLAN REVIEW AND INSPECTION FEE $786.00Cr) I-
05.0 UTILITY
C5.0LANDSCAPEE PLAN PLAN 11\ 0
REVIEW FEE FOR EACH SUBMITTAL AFTER 2ND 25% OF INITIAL PLAN REVIEW AND INSPECTION FEE C5.1 LANDSCAPE PLAN(WETLAND PLANTING) = r
INFRASTRUCTURE PLAN REVIEW AND INSPECTIONS FEE INCLUDES INITIAL PLAN REVIEW, 1 C6.0 DETAILSLIGHTIN PLAN CALL BEFORE YOU DIG! ON OF W Z
FOLLOW-UP REVIEW, INSPECTIONS, AND CERTIFICATIONS FOR PUBLIC WATER AND SEWER PERMITS. C7.1 DETAILS NTHEHNDERGIRO ND FACILREQUITY
OWNSS NOT LESS
C7.1 DETAILS THE UNDERGROUND FACILITY OWNER NOT LESS J
C7.2 DETAILS THAN TWO(2)BUT NO MORE THAN TEN(10)
CONTRACTORS/ DEVELOPERS SHALL BE RESPONSIBLE FOR ALL TESTING; COB SHALL WITNESS C7.3 STORMWATER WETLAND DETAILS \WORKING DAYS PRIOR TO EXCAVATION OR
AND APPROVE TESTING PROCEDURES AND RESULTS. ENG1.0 EXISTING CONDITIONS(ROADWAY) DEMOLITION CO
DEVELOPER SHALL BE RESPONSIBLE FOR PERMIT SUBMISSION AND COST AND RECORD DRAWINGS ENG2.1 EXISTINGRA PLAN(RIO DS(ROADWAY) 1"FRTH CAR
Y)
/AS-BUILTS TO BE SUBMITTED AND APPROVED BY ENGINEERING PRIOR TO PERMIT ENG2.0 GRADINGPLAN(ROADWAY) WWW.nC811.or m m
ENG2.1 GRADING PLAN(ROADWAY) 811 9
CERTIFICATIONS. ENG3.0 MARKING PLAN(ROADWAY) �/ 1-800-632-4949
ENG3.1 MARKING PLAN(ROADWAY)
North Carolina One-Call Center,Inc. 24 X 36
SITE PLAN NOTES_
REVISIONS 24 JULY 2024_1
NC DOT REQUIREMENTS: 1. SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY STEWART OF 5410 OLD
POOLE ROAD,RALEIGH,NC 27610;PHONE: [phone];DATED: No. DATE DESCRIPTION REV.BY 25-0061
PERMITTING 06/20/2024. CITY OF BURLINGTON
• PRIOR TO PERFORMING WORK IN THE SCOOT R/W THE APPLICANT 2. ADDITIONAL OFFSITE BOUNDARY INFORMATION IS OBTAINED FROM ALAMANCE ,A 09/11/24 1STTRC REVIEW MM
WILL NEED TO OBTAIN THE FOLLOWING: COUNTY GIS.THE SPATIAL ACCURACY OF THE PROPERTY BOUNDARY LINE NCDOT-TRC REVIEW COVER
1. APPROVED NCDOT DRIVEWAY PERMIT FOR PROPOSED CONNECTIONS SHOWN ON THIS PLAN IS LIMITED AND PROVIDED FOR ILLUSTRATIVE PURPOSES Q 10/07/24 MM
BPG WHITES KENNEL ROAD TO WHITES KENNEL READ ONLY.
2. APPROVED NCDOT 3-PARTY ENCROACHMENT AGREEMENT WITH THE 3. PARTS OF LAND ON THIS SITE ARE IN ZONE AREA"X",AN AREA DETERMINED CITY OF SUBMITTALGTON
CITY FOR ANY PROPOSED WATER,SEWER,AND/OR SIDEWALK APPROVED F 10/24/24 ESC MM
CONSTRUCTION. TO BE OUTSIDE OF THE 0.2%ANNUAL CHANCE AND FUTURE CONDITIONS 1%
ANNUAL CHANCE FLOODPLAIN#3710866300K DATED 17 NOVEMBER 2017. ISSUED FOR
MEMO: 4. THE RECEIVING WATER COURSE IS BIG ALAMANCE CREEK,A TRIBUTARY OF HAW ® 10/29/24 CONSTRUCTION MM
• PROVIDE A Two-WAY LEFT-TURN LINE EELTL)IS REQUIRED RIVER. CONSTRUCTION ADD FEE SCHEDULE
ACROSS THE PROPERTY FRONTAGE BETWEEN THE PROPOSED 5. WETLANDS HAVE BEEN FOUND ON THE PROPERTY AND ARE DENOTED ON THE 10/30124 ADD_FEE_SCHEDULE BPP
SITE PLAN DRIVEWAYS A5 WELL AS A LEFTTURN LANE AT THE PLANS. NO IMPACTS ARE PROPOSED. 5 CO •0
SOUTHERNMOST PROPOSED SITE DRIVEWAY WITH A MINIMUM OF 6. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF THESE PLANS WERE USED FOR PERMITTING AND DO NOT REFLECT Q CITY OF BURLINGTON
100 FEET OF STORAGE AND APPROPRIATE FULL-WIDTH TAPER. CRY OF BURLINGTON SPECIFICATIONS AND DETAILS. CHANGE ORDERS OR MODIFICATIONS MADE DURING CONSTRUCTION. 6 11/07/24 ESC SUBMITTAL#2 MM
L _J

NOTE: GENERAL NOTES: EROSION CONTROL PLAN think,design,build
1. EROSION CONTROL NOT REVIEWED AS PART OF TRC.EROSION
ALTOONA-BU11R COUNTY CONTROL PERMIT SHALL BE SUBMITTED FOLLOWING TRC S APPROVAL. 1. SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY STEWART OF 5410 OLD S
DEVELOPMENT CORPORATION POOLE RD,RALEIGH,NC 27610.PHONE: [phone].DATED:
D.B.3172 PG.300 06/20/2024. Tc
PINE120459 2. OFFSITE INFORMATION IS OBTAINED FROM ALAMANCE COUNTY GIS.THE SPATIAL
1737 WHITES KENNEL RD `"'"""10""' o
ACCURACY OF THE PROPERTY BOUNDARY LINE SHOWN ON THIS PLAN IS LIMITED
ZONED:MI AND PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY. < ° '(V``��CZ�""
USE:MANUFACTURING 3. FAILURE TO FOLLOW THESE APPROVED PLANS AND ORDINANCES OF THE CITY z
q OPS
OF BURLINGTON SEDIMENT AND EROSION CONTROL MAY RESULT IN PENALTIES
FINES.
AND FINES. 5 = SEAL
4. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, A E 24438 I 1
ACTIVITIES,AND BARRICADES FOR THE PROTECTION OF ALL PERSONS ON OR
PERMANENT SEWER ABOUT THE LOCATION OF THE SITE. ;d FNGINF-F'Q e
EASEMENT 5. ALL PERMITS (INCLUDING NPDES PERMIT),APPROVALS,CERTIFICATES, REPORTS 0' a.4 .XC�`'
DB.4326 PG.368 AND NOTES,CERTIFICATES,AND SEED TAGS FROM ALL SEEDING OPERATIONS k �R p pC,,,,.>°'
EX.FIRE HYDRANT SHALL BE PLACED IN THE INSPECTION BOX INSTALLED ON SITE. _ "'"�°(`{%08/2024
EX.SSMH TEMPORARY CONSTRUCTION ASSEMBLY 6. ALL STREETS ADJACENT TO THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES m
RIM:604.16' UNDERGROUND CABLE UNDERGROUND CABLE �I I OR A WASH STATION WILL BE REQUIRED. S
ENTRANCE 50'X24' LOCATION SIGN LOCATION SIGN INV IN;593.77'(SW) \ IIGH7 7. ALL DENUDED AREAS TO BE SEEDED PER ATTACHED SEEDING SCHEDULE. w
INV.OUT,593.73'(NW) CONCRETE WASHOUT,TYP. '� POLES,TYP. n\ 8. ALL AREAS NOT COVERED WITH PAVING, GRAVEL, BUILDING OR PLANTING BEDS >
(SEE SHEET C2.4 FOR DETAIL) INLET PROTECTION,TYP. ✓/ 111-1 /r I SHALL BE SEEDED AS SHOWN IN THE SEEDBED PREP.AND SEEDING SCHEDULE
ro ro �605_ E NOTES. (SEE THE LANDSCAPE PLAN FOR SPECIFIC LAWN AREAS). 5
- -row / 9. INSPECT ALL S&E MEASURES AT LEAST WEEKLY AND AFTER EACH (4"RAINFALL
-EO-Eo-ro Eo ro-Eo- /o ro-ram=ro-ro ro m-ro-�a-ro- -m-ro-ro-ro-ro ro-m-m-ra-ro-ro ro ro-ra-m-u .,0_,,_,,,,_,_, ro-ro ro=ro-ra-m ro>- -��ro-ro-FO-Fa „ REPAIR ANY SEDIMENTATION AND EROSION CONTROL MEASURE THAT HAS FAILED. 5
-Eo ro-ro ro-ro-ro-Eo - ;- 10.IF THE CITY OF BURLINGTON S&E DEPARTMENT DETERMINE EXCESSIVE SEDIMENT p
605� -WHITES KENNEL RD 4 IS LEAVING THE SITE,ADDITIONAL SEDIMENTATION AND EROSION CONTROL O
_ MEASURES MAY BE REQUIRED, INCLUDING A REVISED SEDIMENTATION AND\ `EMik- •_ mil\
�- ` - _ FJO PUBLIC R�W �y,` EROSION CONTROL PLAN.
• ; \ / ( 11.A RE-INSPECTION FEE WILL BE ASSESSED IF A RE-INSPECTION IS NECESSARY
-s 4?w'. n -m �`-ro -_ o r. .. ,. ..-r....'iiG.a..�....ie...i ...... .�I ,ate- yam• ..iL.-.Jil... .."..Si.o`4e.'�.---ti.�`ro-ro�s1>>- - - DUE TO INCORRECT INSTALLATION. E
F.
ro�0-hItS r '..-. f0- S4630'5 -R77-5 - -• s_� / _ N,�'V(L'QZF 'SDORS - - •W-''!?y. . . i�, 'o�ro" 12.UNTIL THE CITY OF BURLINGTON HAS ACCEPTED THE COMPLETED 8
_ �� CONSTRUCTION,THE CONTRACTOR RETAINS THE RESPONSIBILITY FOR MAINTAINING
--0.-oxc-aE-aE-wE-oyx - .E-oxE-o"'d--.`.. �p�0.� -on• •B=o"c-.4. E- - E-o"E-o"E- -o"E-,ro-'1". t..ryT.•�}o"e oxc-oxE-AB__MW-at: -oxE-oxE- -O"E aIXE-o,c-we OW e -"E 00E ynt--o�o"�o",E-oxE-wre-oxe Ore-Ox=a�� .etc- o.>o11 011E"9no\ THE S&E DEVICES. ADDITIONALLY,THE CONTRACTOR RETAINS RESPONSIBILITY o
..�. t ♦♦-I\ �•E�I+ E� \ .' �,44 "� �on o� o oxE < ,C - roE j FOR ENSURING S&E INSPECTIONS ARE COMPLETED AT LEAST WEEKLY AND
/ ♦4441 J \ \ • I��� / LEI/ �� o� 4 \ \ AFTER EACH RAINFALL FOR THESE DEVICES.
` g
off .�0 / \ C \ \ 13.SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL AND ISSUANCE OF
EX.SSMH `# \ \ • CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER 9
NI MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 8O7
RIM:601.21' \ \ \ �� \40' FRONT SETBACK \ , `�` / COVERAGE THROUGHOUT THE SITE,WITH NO LARGE BARE PATCHES OR z°$,a
INV IN:594.88'(SE) \ \ \ _ \ l L r L I �.� I EVIDENCE OF EROSION. z d
INV.OUT:594.65'(NE) \ r 14.ESTABLISHMENT OF PERMANENT GROUND COVER IS REQUIRED IN 15 WORKING U S o
/ \ \ \ \ \ \ I >��>1 \ / \ \ ` ` I DAYS OR 90 CALENDAR DAYS,WHICHEVER IS SHORTER.
-m''-
TEMPORARY CLEAN WATER
. / \ \ O • ` 1610�� \ Y I ' I I 15.CUT AND FILL SLOPES TO BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF "�+€
DITCH;SEED/ •// \ \6 \ \ \ \ _• , I L 1 I �" GRADING.
STABILIZE IMMEDIATELY (/ Ca n.-
DIVERSION v_
ONCE CONSTRUCTED r / `\ \ 00 \ \ / \ \ // /I '�I 'I I y
\ \ \ \ \ YYY I v I CONSTRUCTION SEQUENCE 3
����� - - - �v \ •
/ ) \ I i I ��
w t \ 1. OBTAIN GRADING PERMIT.
`�
AI, \ • SEDIMENT TRAP#2.
ti / \ \ \ \ \ • I I 2. INSTALL CONSTRUCTION ENTRANCE,SILT FENCING,DIVERSION DITCHES,AND
t
\ J • SEE CALCUALTIONS,THIS SHEET / I�.
• I I Pg.l I SEDIMENT TRAP#1,#2 AND SEDIMENT BASIN#3 WITH STORM DRAINAGE FROM
\ \ \ • / / FES#1 TO GRATE TOP#2.
/IV11/ \ \ \ \ \ \ \ I • / / \'� F- ( - I 3. CALL CITY OF BURLINGTON FOR ON-SITE INSPECTION BY INSPECTOR TO OBTAIN COORDINATOR:
_ \ / ,� CERTIFICATE OF COMPLIANCE.IF APPROVED,BEGIN BUILDING UP WALLS#1 & Blair Pittman
\ 1 i I
o •/ I ? I g9��\ \ \\ \ \ I TEMPORARY DIVERSION DITCH,. 1, \ / / I I j ••f N I 4. BEGIN SITE GRADING OPERATIONS,FILL IN 6"LIFTS ALONG WALLS UNTIL GRADE
\ `�` \ : m �, '�_ IS BROUGHT TO FINAL EMBANKMENT GRADE. DRAWN BY:
k 7\X / l I / -\ \ 1 I I I I I 11.
\ / / I o [*• / \I' S. CLEAN SEDIMENT TRAP AND BASINS WHEN ONE-HALF FULL AND CHECK FOR M.Moffitt
Iw �F I MAINTENANCE OF ALL EROSION CONTROL DEVICES WEEKLY OR AFTER EVERY("
T 5 OF RAIN.
1 ` --
/ \\ \ I I I I I •� % -- -- _____ // / / N. I I o" tI '� I INSPECTED AND APPROVED BY CITY OF BURLINGTON OFFICIALS. �HK BY:BPP
/ ) / �'•�• ���> \ V I I I I ••' \': -� / � / v 11.- h 7. ONCE BASIN IS APPROVED CONTINUE TO PHASE II EROSION AND SEDIMENT
• I
I �Y1 14111P
\\ \ I l / / \ \ \ o� -�E- CONTROL PLAN ON SHEET C2.1.
� 1 \•.. if-
\ .•....��� �' SEDIMENT BASIN WITH SKIMMER(SEDIMENT BASIN#3)
5 j \l` I1 \ \ r r... 1 \ • (SEE SHEET C7.0 FOR DETAILS)
TEMPORARY SILT _
FENCE OUTLET,TYP. \I� - �/ \ __ --- / ~ \/J FLOW FROM 10 YR STORM - Q=CIA
TEMPORARY COMBINATION \ ............... ....
1 I 1 I \ \ --- -- - \ / ______---1,
�\l/ - /\ \ \`� / \ \ `� I /II iliPI NTENSITYC ) =77.22
SILT AND TREE FENCE,TYP. I ` 1 1 �L \ ` \ /1/ (• T� TOTAL DRAINAGE AREA(oo.) =6.11 AC
I / 1` 1 �` V I \ \ \ \ \ / \ ✓ \ \ =22.06 CFS
\ I \• / VVOLUME REQUIRED(cf) =10,998 CF
/ \ \ \ \ l l \ I �- \ \ \ (1800 CF/ACRE)
�5; • \ J I \ L • 0
• VOLUME PROVIDED (cf) =72,000 CF
/ I ...4}.9...
\ \ I \\ \ \ _ 605�/ / \ \ i�. / DIMENSIONS(D'x W x L) =4' X 18,000 SF(AVG.AREA)
/ o� \ 1 �\ \ �- -605� \ \ *DEPTH SHOWN IS TO TOP OF BERM,THIS INCLUDES FOR 1' FREEBOARD,
/ h N♦ \ • \ \ '''''---
AT L � REMOVE 0.5' FOR WEIR HEIGHT.ADDITIONAL U.S' IS ACHIEVED BY CREATING
SEDIMENT TRAP#1.RECONSTRUCT Zj / • \ \ / / \ �;- CROWN AT THE TOP OF BERM
TOP OF WALL AS NEEDED WHILE \\ \V \ \ / /\/\. �� !' TEMPORARY CLEAN WATER
WALL IS BROUGHT UP TO GRADE / 1 \ \ \ "GOD\ \ \ /� / �r��DIVERSION DITCH AT TOP OF SLOPE; *TARP TO BE ARMORED WITH CLASS B RIP RAP
SEE CALCULATIONS,THIS SHEET \ `' 1 • \ \ \_ / / / \ \}' \ /� / SEED/STABILIZE IMMEDIATELY ONCE 3:1 SIDES(MAX.)
p \ / / / / \ \ \ \ • CONSTRUCTED
/ \ \ \ \ ' / \ / I_ \/ / SPILLWAY WIDTH(ft.l = 14'
MINIMUM WEIR LENGTH = 10'
\\ O\ \ ♦• \ ) \ \ \ \ ----
---7 _ _ i / / /-� \ \ /11
hIORIFICESKIMMERSIZEE =3"
\ \ - < I / SURFACEAREA=C AX435SF
\ \ / / / / kSA. REQUIRED O.Sx7.22x6.11x435 SF 22.06x435 SF 9,595 SF
\ SA.PROVIDED= t26,000 SF
* : ION
SEGMENTAL BLOCK \ \ •;\ \ \ \ / / / // �j/ _ --
\ o / \ , SILT AND TREEPORARY OFENCETTYP.
SALBCK \ I SEEDING SCHEDULE TEMPORARY SEEDING9\ \ / / / / j \ I 'I \ -4DATE TYPE PLANTING RATE'/ JAN 1 - MAY 1 RYE GRAIN (SECALE CEREALE) 120 LBS/ACRE\ . \ \ " MAY 1 -AUG 15 GERMAN MILLET(SETARIA ITALICA),OR 45 LBS/ACRE W
LIMITS OF CONSTRUCTION,TYP. \ 82 A q0 ♦• ` / .�♦•�l \ , BROWNTOP MILLET(UROCHLOA RAMOSA), OR 45 LBS/ACRE
\\ 2\\\ • . ` / / /I�� // \ ♦♦.\ yo\ /� ♦ WEEPING LOVEGRA$S 5 LB$/ACRE Z
\ \ SS\: \ ♦� \ \ ` / I / \ 1 ( .�; \ /` \ AUG 15-DEC 30 RYE GRAIN (SECALE CEREALS) 120 LBS/ACRE Z
\ \9 .......
\. \ J/ 4�'�///\ �� ���!!! 6 �.S\ r AUG 15-NOV 30 ANNUAL RYE GRASS 40 LBS/ACRE '^
\N. \ \` ♦ O� NOTES: LliY,
// ( • ,- \ 1. FOR OPTIMUM RESULTS,A SOIL ANALYSIS SHOULD BE PERFORMED TO DETERMINE r
`\ �• iC ( �l�Il/� ,A ♦ �\7 V �• �,�\ \ / NUTRIENT AND LIME NEEDS FOR THE SITE. J ^1
"'111... ` I p \ 2. CONSULT CONSERVATION OR ENVIRONMENTAL ENGINEER FOR A SOIL ANALYSIS AND `V
�1 \ p,6,`"*
I� FOR RECOMMENDATIONS AND INFORMATION CONCERNING SEEDING,FERTILIZING, N.
AND\ \ - \ r\ • A e��b \\\ 3. THE ABOVE NVEGETATION RATES VES FOR AARE THOSE THAT DO WELL UNDER LOCAL TION. W LU CV
N\\ • ` ���� I n \� \ CONDITIONS;OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
\ \ ` ♦ \ S 4. TEMPORARY ANNUAL SEEDING SHALL BE BASED ON THE SEASON. DURING Z v
MCPFERSON M.STEVE \ RETAININGEG BLL#1 OVERLAPPING SEASONS,A MIXTURE OF TEMPORARY SPECIES IS ACCEPTABLE
�.,.� \� Itti,z.. \\ WALL#1 e\ PROVIDED APPLICATION RATES ARE NOT IN EXCESS OF THE TOTAL RECOMMENDED w Z
DB. 1048 PG.985 \ • Imo.\ I u.. FOREST VALLEY MFP LLC RATE PER ACRE. I
PINE 120389 \ /P \ Ikv \ EXISTING WETLANDS �o\ DB.3753 PG.346 5. APPLY SOIL NUTRIENTS AND AMENDMENTS PER SOIL ANALYSIS,OTHERWISE �j
1850 WHITES KENNEL \ hi r� (FLAGGED BVS&EC '--,,,,0\,,,
PINE 120418 700-1000 LBS OF 10-10-10 FERTILIZER AND UP TO 2 TONS OF DOLOMITIC /C
RD \ \ �• ;ey. I .•f,*� ON 05/10/2024) .ayo 1658 WHITES KENNEL RD LIME PER ACRE. r/1
ZONED:MI • , ZONED:HDR 6. MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND SECURE VJ COUSE:GENERAL FARM \ �': w V••i
.Y1' USE:RESIDENTIAL IN PLACE WITH CRIMPING,TACKING AND/OR NETTING TO PROTECT SEEDBED AND �/�
PROPOSED BAFFLES,SEE '�• J/ I \. ENCOURAGE GROWTH. �•�
DETAIL(SHEET C7.0) \/ 7. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12"IN HEIGHT BEFORE '^
�A ERS SSMH
`' MOWING,AS OTHER ESTABLISHMENTS MAY BE SHADED OUT. v
� / I ,' \ INV IN:577.61'(WI 70 8. IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,
SEDIMENT BASIN#3. \ 'W I 'II IIII I® \ IINV NV.IOUT59 1E)'(SW) ADDITIONAL ROUGHENING MAY NOT BE REQUIRED,EXCEPT TO BREAK UP LARGE
V CLODS.IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED.
LOOSEN IT JUST PRIOR TO SEEDING BY DISKING,RAKING,HARROWING,OR OTHER
SUITABLE METHODS.GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE '^
CONTOUR BEFORE SEEDING I7 ///\1///,•••J��� N
PROPOSED 3'SKIMMER I..L co- E^�
WITH 3'ORIFICE / r`0 J
CO\\ .- CO
\( / DISTURBED AREA: 12.98 ACRES
TEMPORARY CUSTOM SEDIMENT TRAP #1 TEMPORARY CUSTOM SEDIMENT TRAP #2 I 24 X 36
(SEE SHEET C7.0 FOR DETAILS) (SEE SHEET C7.0 FOR DETAILS) L 1"=50'
FLOW FROM 10 YR STORM -Q=CIA FLOW FROM 10 YR STORM -Q=CIA EROSION CONTROL LEGEND
C(VALUE) -0.5 C(VALUE) =0.5 0 25 50 100 150
INTENSITY -7.22 INTENSITY =7.22 (dIi
24 JULY 2024
•
TOTAL DRAINAGE AREA(cc.) =1.85 AC TOTAL DRAINAGE AREA(cc.) =3.53 AC •••••••••• �
TEMPORARY •GRAVEL CONSTR. ENTRANCE ••••••
Q= 6.72 CFS Q= 12.74 CFS •••••••••••
VOLUME REQUIRED(cf) =6,660 CF VOLUME REQUIRED(cf) =12,708 CF 25-0061
(3600 CF/ACRE) (3600 CF/ACRE) TEMPORARY SILT FENCE 0 0
VOLUME PROVIDED (cf) =7,200 CF VOLUME PROVIDED(cf) =16,192 CF REVISIONS
DIMENSIONS(D*x W x L) =4' X 60' X 30' (1,800 SF AVG.AREA) DIMENSIONS(D"x W x L) =4'X 88'X 46'(4,048 SF AVG.AREA) EROSION CONTROL
"DEPTH SHOWN IS TO TOP OF BERM,THIS INCLUDES FOR 1 FREEBOARD, *DEPTH SHOWN IS TO TOP OF BERM,THIS INCLUDES FOR 1 FREEBOARD, LIMITS OF DISTURBANCE
REMOVE U.S' FOR WEIR HEIGHT.ADDITIONAL U.S' IS ACHIEVED BY CREATING REMOVE 0.5' FOR WEIR HEIGHT.ADDITIONAL 0.5' IS ACHIEVED BY CREATING No. DATE DESCRIPTION REV.BY PLAN PH I
CROWN AT THE TOP OF BERM CROWN AT THE TOP OF BERM APPROVED FOR CITY OF REVIEW MM
*TARP TO BE ARMORED WITH CLASS B RIP RAP "TARP TO BE ARMORED WITH CLASS B RIP RAP CITY OF BURLINGTON
3:1 SIDES(MAX.) 3:1 SIDES(MAX.) SOIL EROSION&SEDIMENTATION 0 10/24/24 EST SUBMITTAL MM
SPILLWAY WIDTH ft. = 10' SPILLWAY WIDTH (ft. = 10' TEMPORARY SILT FENCE OUTLET ® CONTROL PLANS PERMITTING
MINIMUM WEIR LE G H = 6' MINIMUM WEIR LENGTH = 10' CSC ITY'6 BURLINGTON
2 MM LING
SURFACE AREA=C A X 435 SF SURFACE AREA=C TEMPORARY INLET PROTECTION
A X 435 SF APPROVED BY ,A 11/07/24 E SU
C2 .0
S.A. REQUIRED=0.5x7.22x1.86x435 SF= 6.715x435 SF=2,921 SF S.A.REQUIRED=0.5x7.22x3.53x435 SF= 12.7433x435 SF=5,544 SF DATE 11/12/2024 NOT FOR CONSTRUCTION A
S.A.PROVIDED= ±3,024 SF S.A.PROVIDED= ±5,800 SF

think,design,build
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ALTOONA-BLAIR COUNTY NOTE: GENERAL NOTES: EROSION CONTROL PLAN
DEVELOPMENT CORPORATION 1. EROSION CONTROL NOT REVIEWED AS PART OF TRC.EROSION
D.B.3172 PG.300 CONTROL PERMIT SHALL BE SUBMITTED FOLLOWING TRC r
PINE120459 APPROVAL 1. SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY STEWART OF 5410 OLD
1737 WHITES KENNEL RD POOLE RD,RALEIGH,NC 27610.PHONE: [phone].DATED: re 00"'"""o/0„
ZONED:MI 06/20/2024. a o"`"-OA CAROZ;••
USE:MANUFACTURING 2. OFFSITE INFORMATION IS OBTAINED FROM ALAMANCE COUNTY GIS.THE SPATIAL
ACCURACY OF THE PROPERTY BOUNDARY LINE SHOWN ON THIS PLAN IS LIMITED ? 3 PGF
AND PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY. d SEAL
3. FAILURE TO FOLLOW THESE APPROVED PLANS AND ORDINANCES OF THE CITY = 2443
OF BURLINGTON SEDIMENT AND EROSION CONTROL MAY RESULT IN PENALTIES m
AND FINES.
PERMANENT SEWER 4. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, m ;,s 'VG I NETF' =A°
D6.4325 EASEMENT
ACTIVITIES,AND BARRICADES FOR THE PROTECTION OF ALL PERSONS ON OR c a•�.97i, ��'\ ,s'�
ABOUT THE LOCATION OF THE SITE. k 'Wµ," P. P ,,..x"
EX.SSMH EX.FIRE HYDRANT 5. ALL PERMITS (INCLUDING NPDES PERMIT),APPROVALS,CERTIFICATES, REPORTS - 1"""�1{j08/2024
TEMPORARY CONSTRUCTION ASSEMBLY AND NOTES, CERTIFICATES,AND SEED TAGS FROM ALL SEEDING OPERATIONS m
RIM:604.16' UNDERGROUND CABLE UNDERGROUND CABLE /I I SHALL BE PLACED IN THE INSPECTION BOX INSTALLED ON SITE.
ENTRANCE 50'X2a' LOCATION SIGN LOCATION SIGN J INV IN:593.77'(NW) /` OLES,HT '` 6. ALL STREETS ADJACENT TO THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES Ro
INV.OUT:593.73'(NW) CONCRETE WASHOUT,TYP. '� POLES,TVP. vi) OR A WASH STATION WILL BE REQUIRED.
(SEE SHEET C2.4 FOR DETAIL) INLET PROTECTION,TYP. ✓/ III JI _ I 7. ALL DENUDED AREAS TO BE SEEDED PER ATTACHED SEEDING SCHEDULE.
605 S 8. ALL AREAS NOT COVERED WITH PAVING, GRAVEL, BUILDING OR PLANTING BEDS
_��ro_ro �- - SHALL BE SEEDED AS SHOWN IN THE SEEDBED PREP.AND SEEDING SCHEDULE
EO-ro-ro ro ro NEo �-ro ro-ro-ro-Eo--•
- ra�ro=o-ro ro m-ro-eO-ro-ro -m-Eo-%ro-ro ro=Eo=ro-EO-ro-ro ro ro-EO-ro-eo m r• m= ro-ro-ro ro=ro-eO- Fa-row ro>- _- '" " �.1' jai NOTES. (SEE THE LANDSCAPE PLAN FOR SPECIFIC LAWN AREAS).
_ 9. INSPECT ALL S&E MEASURES AT LEAST WEEKLY AND AFTER EACH 4"RAINFALL 0
____ 6051 -WHITES KENNEL RD t / REPAIR ANY SEDIMENTATION AND EROSION CONTROL MEASURE THAT HAS FAILED.
I` _ \ \ 10.IF THE CITY OF BURLINGTON S&E DEPARTMENT DETERMINE EXCESSIVE SEDIMENT
- PUBUC R/W MEAIS SURES MAY BE REQUIRED, INCLUDING A REVISED SEDIMENTATION AND
^� �__ - -- ro ter__ =; .vim� ,�- - Fo- ro��-__ .F -- -F - \i - - J"o' EROSIONN CONTROLTPLAN ADDITIONAL SEDIMENTATION AND EROSION CONTROL
_ _ 6C
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e��� ._ � � _` E '. .' ._ .ram' -mn cio- 8
- -o - - T�--������t•�� <® za3.n1.1.1 wcL �/ __ S ;(1'9 Z'F ;Df1 A5` , ) 'Z " 11.A RE-INSPECTION R FEE WILL BE ASSESSED IF A RE-INSPECTION IS NECESSARY -
-x�ox r •9• DUE TO INCORRECT INSTALLATION.
-oxE-oxE-aE-aE-ONE- -.e Oxe-ewe 01.-01. oxE-oxc 45!- axe-axe ae-ax-.E-axe-..-oxe-oxe axe-.E oxe ox ox - .E-axE-.E-oxe E oxc oxc oxe Cxe ane
s ` M
oxe-o =�-�-a- oxe axe a oxe o---.oxE oxE a ,o� 0. -oriE-�oxE_ a� -we-axE �Ox��S �6t ox>oxE oxE�rl� 12.UNTIL THE ICITYON. OF BURLINGTON ACTO HAS ACCEPTED THE COMPLETED r
i���p - ®� v / I o/t� \ CONSTRUCTION,THE CONTRACTOR RETAINS THE RESPONSIBILITY FOR MAINTAINING '°
�. , imp I\ 4- \ THE S&E DEVICES. ADDITIONALLY,THE CONTRACTOR RETAINS RESPONSIBILITY c
oxe e
_ _*` J �, / \ FOR ENSURING S&E INSPECTIONS ARE COMPLETED AT LEAST WEEKLY AND
EX.SSMH ■ _ �1 `� • \ �J . 41016 I -- - / AFTER EACH h"RAINFALL FOR THESE DEVICES.
C � ,�y� V 13.SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL AND ISSUANCE OF
RIM:801.21' - - ® I �"40' FRONT SETBACK ® z°�,o
I.OUT:594.88'(NE) - - ^ ' ^ \ - - - - \ ® ' CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER z,
INV.OUT:594.65'(NE) \ \ - I �' MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% 2 a
__ r
-.., c- \I COVERAGE THROUGHOUT THE SITE,WITH NO LARGE BARE PATCHES OR
EVIDENCE OF EROSION. 1124 �.°iJ
/ : \�� \ \ o� \ \ / / I 610�� \ - ' I I 14.ESTABLISHMENT OF PERMANENT GROUND COVER IS REQUIRED IN 15 WORKING LL in
/ //� 1 DAYS OR 90 CALENDAR DAYS,WHICHEVER IS SHORTER. re
EL.,
0.
j,. 5001
p I \ \ \ \ I I 4II
15.CUT AND FILL SLOPES TO BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF n
// v I 41 'I I GRADING.
�� - _ 1 -_ellI v \v v I I ,, I I
.I / I 1�I _ \ \ I \ CONSTRUCTION SEQUENCEN/I. \ \ \ \ \ II \ i / / / , \ \\ vV I I I ONCE WALLS ARE TO FINISHED GRADES AND CONVERSION TO PHASE II EROSIO COORDINATOR:
1 / CONTROL IS APPROVED,RELOCATE DIVERSION DITCHES AND REMOVE SEDIMENTN Blair Pittman
o I ��� \� \ \ I I \ 1 �� a y ^1 I TRAPS#1 &#2. _
\ \ I I I / / / I', F1 M_ 2. RUNOFF BEGIN SITTETCHES AND CUT AND FILLDIMENT OPERATIONS.ASIN ARE PREPARED TO ACCEPT DRAWN BY:
X \X J I _ 1 PROPOSED BUILDING / I / I i 3. ONCE CULVERTS ARE SET TO FINAL ELEVATION,INSTALL INLET AND OUTLET M.Moffitt
••• I 4' - - \ I I I I I I I f187,000 SF FOOTPRINT / / / \ ,, IT--
I , ! 3 PROTECTION.(SEE SHEET C3.0&C3.1 FOR DETAILS)
FFE: +606.00
r Ca)
\ I / om 4. BEGIN TO INSTALL STORM DRAINAGE SYSTEM AS SITE IS BROUGHT UP TO HK BY:BPP
I GRADE,INSTALL INLET PROTECTION AT ALL DRAINAGE AND CURB INLETS.
/ I / I / lir
\\ I I I I I I (./ \ \ // / / \ \ /, �/1�I h I 5 TEMPORARILY. AS AREAS U SEED IF TSIDE IT
ISL ANTICIPATEDING I TO BENT ADENUDED FOR CH FINISHED LONGER THAN 7
y
I � `y \ I I I ( \ \ / / / ,6jp �' \ c/ VI 0,,,,,,_„,_ 7.6. BEGIN
TINUECONSTRUCTION
SE III EROSIONBUILDING.AND SEDIMENT CONTROL PLAN ON SHEET C2.2.
/ I 1 I \ / \ , ` N.
� '� `^ ) I I I \ 7 Z L I'/ (O AND IPROVIDE ADDITIONATOR SLOPE FOR L
FENCE OUTLET TYP. \ \ \ ti „ I f NECESSARY
\ \ \ I VEGETATIVE STABILIZATION AS
TEMPORARY COMBINATION , �/� \ I \ I I I \ I \ \ \ /�_� \ / \ \ \` / \ ` I 1 --- iI I; ISIP
SILT AND TREE FENCE,TYP. / I IN \ I \ I \ \ \ I / ��� \ ` \ / ,I SEDIMENT BASIN WITH SKIMMER(SEDIMENT BASIN#3)
���� \ 11, n �I n n / \ ✓ \ \ \ „/ ,‘, ,
(SEE SHEET C7.0 FOR DETAILS)
/ / \ I� \ \ ` �� 'l III L"' L " \ " LL " " " " " " ' / FLOW FROM 10 YR STORM-Q=CIA
,� \ 605 / \ \ , INTENSITY 7.22
/ // " \y \ / - -605� TOTAL DRAINAGE AREA(ac.) =10.08 AC
/ / \ \ \ \ / ---- / • TEMPORARY CLEAN WATER Q= 36.39 CFS
N. \ - \ \ ���� VOLUME REQUIRED(cf) =18,144CF
/ \ ` _ - I - __ \- \JII \ \ \ i / / / \ �� !' (1800 CF/ACRE)
/ _ \ \ \ �6p5` / \ . �r DIVERSION DITCH AT TOP OF SLOPE; VOLUME PROVIDED(cf) =72,000 CF
/ SEED/STABILIZE IMMEDIATELY ONCE DIMENSIONS D.x W x L) =4'X 18,000 SF(AVG.AREA)
\ F x�p I -- - \ �- / / / \ Z' / / CONSTRUCTED *DEPTHO SHOWN IS T S TOP O H BERM,
T THIS INCLUDES
ACHIEVEDFOR1 BY FREEBOARDI,
\\ o ` � I__- \ \ N \N \ \ / NG
i / / // \ \�/ ®♦ CROWNS AT THE 70P OF BEIR IRMT.
TEMPORARY DIVERSION DITCH(PHASE II A)LINED \ 4 \ \ N \ / - \ \ ,
• *TARP TO BE ARMORED WITH CLASS B RIP RAP
WITH CURLED MATTING.TO BE CONSTRUCTED AT TOP \ \ \ \ ♦ ___ ,6 N. / / // /// -� IL j/ I / 3:1 SIDES (MAX.)
WALL AFTER COMPLETION OF RETAINING WALL \ a\ \ 00\ N \N
\ / / / ,....--
OF / �- / / / I SPILLWAY WIDTH (ft. = 14'
\\ \ \ \_ \ / - ` I MINIMUM WEIR LENGTH = 10'
\ .:y; \ \ / .- / / \\ \\o I L / • / I I/ / TEMPORARY COMBINATION SKIMMER SIZE =4"
SEGMENTAL BLOCK \ \ ` '• \ \ \ \ / / // \ .�f 4,/ \/ SILT AND TREE FENCE,TYP. ORIFICE SIZE =3"
RETAINING WALL#2 \ \ A�\ _I \ \ \ / // 1 1 0PG/ _
\ / I .‘ SURFACE
REQUIRED=0.5x7.22x10.08x435 SF=36.39x435 SF= 15,830 SF
\ \ N ,< 6p� ,.� �. ,'' S.A. PROVIDED= t26,000 SF
•
\ \ N.�\EaRs vvvv��CC� 9� e / r J
LIMITS OF CONSTRUCTION,TYP. \ \ \ `9B22j �6qC �/ _ //�/ i S{QE( , / SEEDING SCHEDULE (TEMPORARY SEEDING)
\ \� r` / / / ,�I -1 ," AP / TEMPORARY DIVERSION DITCH(PHASE II B) Z
\\\ J / � PO // I' \�' ' /LINED WITH CURLED MATTING. DATE TYPE PLANTING RATE
`9 \ '� - . / - ,y"5 JAN 1 -MAY 1 RYE GRAIN (SECALE CEREALS) 120 LBS/ACRE L
\ 3 \' ,/.' •11 (y' 0, \,_ �� 60\\\ i MAY 1 -AUG 15 GERMAN MILLET(SETARIA ITALICA),OR 45 LBS/ACRELLJ Lc)
•
\ \ � �- LCc. \ �� \ / BROWNTOP MILLET(UROCHLOA RAMOSA), OR 45 LBS/ACRE ^1
1 0� WEEPING LOVEGRASS 5 LBS ACRE `V
�� ',\ �� -- __- �, •.n00 \ MONITOR SLOPE FOR EROSION AUG 15-DEC 30 RYE GRAIN (SECALE CEREALS) 120 LBS%CRE �/�
\ \ �� ®�`/_�e�0' AND PROVIDE ADDITIONAL AUG 15-NOV 30 ANNUAL RYE GRASS 40 LBS/ACRE LU VJ ^'
N N \ \ �� - I I `\ 1. \ II \\ VEGETATIVE STABILIZATION AS NOTES: Z w `V
\ \ \ 1..I \ II\ 1� _ \ NECESSARY 1. FOR OPTIMUM RESULTS,A SOIL ANALYSIS SHOULD BE PERFORMED TO DETERMINE H `,
\ N NUTRIENT AND LIME NEEDS FOR THE SITE. z V
MCPFERSON M.STEVE \ '.' \ SEGMENTAL BLOCK 2. CONSULT CONSERVATION OR ENVIRONMENTAL ENGINEER FOR A SOIL ANALYSIS AND
RETAINING WALL#1° FOR RECOMMENDATIONS AND INFORMATION CONCERNING SEEDING,FERTILIZING,\ I Z
DB. 1048 PG.985 • �- Is .w.
\ \ �A 1 FOREST VALLEY MFP LLC AND ALTERNATIVES FOR VEGETATION. _
PINE 120389 -1 \ �t, EXISTING •
WETLANDS "� DB.3753 PG.346 3. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL
1850 WHITES KENNEL RD \ - \� V� .• (FLAGGED BY S&EC '.xp\, PINE 120418 CONDITIONS;OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. Z
ZONED:MI \ �� `�iilil �p�' \ ON 05/1O/2024) \."," 1658 WHITES KENNEL RD 4. TEMPORARY ANNUAL SEEDING SHALL BE BASED ON THE SEASON. DURING (n
\ �' " 5 I / '';%' ." \ �° ZONED:HDR OVERLAPPING SEASONS,A MIXTURE OF TEMPORARY SPECIES IS ACCEPTABLE _I 0
USE:GENERAL FARM r
EROSION CONTROL LEGEND \ 1 �\ • / I I/ 1/ I \. USE:RESIDENTIAL PROVIDED APPLICATION RATES ARE NOT IN EXCESS OF THE TOTAL RECOMMENDED w �/�
PROPOSED BAFFLES,SEE / / RATE PER ACRE. I- \'/ I.
DETAIL(SHEET C7.0) /� 5. APPLY SOIL NUTRIENTS AND AMENDMENTS PER SOIL ANALYSIS,OTHERWISE L% '^
y /V.
' 12(/ '4 EXI :5S8 83' 700-1000 LBS OF 10-10-10 FERTILIZER AND UP TO 2 TONS OF DOLOMITIC 1_ v
TEMPORARY GRAVEL CONSTR. ENTRANCE \ I ,� INV IN:577.61'(W) / LIME PER ACRE.
/ CO' 6. MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND SECUREZ
INV IN:S]8.39'(E) /
�. /I \ INV.OUT:S]].11'(SW) d'E' IN PLACE WITH CRIMPING,TACKING AND/OR NETTING TO PROTECT SEEDBED ANDEN 06
TEMPORARY SILT FENCE Q 0 \ / I I III ® \ `� 7. DOCNNOTA ALLOW GE O TEMPORARY COVER TO GROW MORE THAN 12"IN HEIGHT BEFORE fn
IF MOWING,A OTHER ESTABLISHMENTS MAY B SHADED OUT. V/'� '^ Ct
LIMITS OF DISTURBANCE PROPOSED 3'SKIMMERRI 8. A RECENT TILLAGERO OPERATIONS HAVE RESULTEDI IN LOOSE TO SURFACE,EAU3... co- D
WITH 3'ORIFICE / \\ ADDITIONAL ROUGHENING MAY NOT BE REQUIRED,EXCEPT TO BREAK UP LARGE
III CLODS.IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED,
DIVERSION DITCH �'�'�'�'� / / LOOSEN IT JUST PRIOR TO SEEDING BY DISKING,RAKING,HARROWING,OR OTHER CCI CO
SUITABLE METHODS.GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE
TEMPORARY SILT FENCE OUTLET ® . \ / II CONTOUR BEFORE SEEDING
TEMPORARY INLET PROTECTION I 24 X 36
1"=50'
L
DISTURBED AREA: 12.98 ACRES
24 JULY 2024
25-0061
0 25 50 100 150 REVISIONS
OIllllllllli No. DATE DESCRIPTION REV.BY ERO PLLANNPH II ROL
APPROVED FOR CITY OF BRUEFU GTON
1 09/11/24 1ST TRC REVIEW MM
SOIL EROSION&SEDIMENTATION ESC SUBMITTALGTON
0 10/24/24 MM C^ . /�
CONTROL PLANS PERMITTING CITY OF BURLINGTON L I
Q3 11/07/24 ESC SUBMITTAL#2 MM
APPROVED BY E'w, A
DATE 11/12/2024 NOT FOR CONSTRUCTION

think,design,build
rc
ALTOONA-BLAIR COUNTY NOTE: GENERAL NOTES: EROSION CONTROL PLAN rc
DEVELOPMENT CORPORATION 1. EROSION CONTROL NOT REVIEWED AS PART OF TRC.EROSION
D.B.3172 PG.300 CONTROL PERMIT SHALL BE SUBMITTED FOLLOWING TRC
PIN#120459 APPROVAL 1. SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY STEWART OF 5410 OLD C
1737 WHITES KENNEL RD POOEE RD,RALEIGH,NC 27610.PHONE: [phone].DATED: 00w......,
ZONED:MI 06/20/2024. a `"- CARO'," ,,
USE:MANUFACTURING 2. OFFSITE INFORMATION IS OBTAINED FROM ALAMANCE COUNTY GIS.THE SPATIAL e
ACCURACY OF THE PROPERTY BOUNDARY LINE SHOWN ON THIS PLAN IS LIMITED 3 OP
AND PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY. 5 9 SEAL =
3. FAILURE TO FOLLOW THESE APPROVED PLANS AND ORDINANCES OF THE CITY 5 1 24438.}
OF BURLINGTON SEDIMENT AND EROSION CONTROL MAY RESULT IN PENALTIES °1
PERMANENT SEWER AND RINES. m X d PN ./
EASEMENT 4. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, 3q( 01NE '
DB.4326 PG.368 ACTIVITIES,AND BARRICADES FOR THE PROTECTION OF ALL PERSONS ON OR 0 /4,P pc\\,,..•*
EX.FIRE HYDRANT ABOUT THE LOCATION OF THE SITE. - ��� ``
EX.SSMH TEMPORARY CONSTRUCTION ASSEMBLY 5. ALL PERMITS(INCLUDING NPDES PERMIT),APPROVALS, CERTIFICATES, REPORTS m "'nil/08/2024
RIM:604.16' UNDERGROUND CABLE UNDERGROUND CABLE / AND NOTES,CERTIFICATES,AND SEED TAGS FROM ALL SEEDING OPERATIONS m
ENTRANCE 50'X24' LOCATION SIGN LOCATION SIGN ,I I SHALL BE PLACED IN THE INSPECTION BOX INSTALLED ON SITE.
INV IN:593.77'(SW) /` IGH7 m
INV.OUT 593.73'(NW) CONCRETE WASHOUT,TYP. ' POLES,TYP. \1, / 9 6. ALL STREETS ADJACENT TO THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES g
(SEE SHEET C2.4 FOR DETAIL) \\ INLET PROTECTION,TYP. / II'I \ I ``I OR A WASH STATION WILL BE REQUIRED.
Fo ro I� ���°°°VVV�605 - 7. ALL DENUDED AREAS TO BE SEEDED PER ATTACHED SEEDING SCHEDULE. r
- _ _ _ 8. ALL AREAS NOT COVERED WITH PAVING,GRAVEL, BUILDING OR PLANTING BEDS
-e°-ro-ro ro ro -�-m ro-ro-ro-eo-- m-ra -ro-TO ro m-mEra-ro- -m-ro-ro-ro-ro ro=ro=m-r°-ro-m ro ro-ra-m-ro m r.�ro-ro-ro ro=ro-r°-m-ram ro>- -.,�m_m-ro-ro-'m 3ry� _ SHALL BE SEEDED AS SHOWN IN THE SEEDBED PREP.AND SEEDING SCHEDULE 1
N`° _ rolkik. - _ NOTS. (SEE THE ANDSCAPE PAN FOR SPECIFIC AWN AREAS).
6051` -WHITES KENNEL RD \ 4 9. INSPECT ALL SAE MEASURES AT LEAST WEEKLY AND AFTER EACH W"RAINFALL
` .� y,/ \ "'` REPAIR ANY SEDIMENTATION AND EROSION CONTROL MEASURE THAT HAS FAILED.
Milk - 60' PUBLIC R/W \ \ ` \( \ \ \ 10.IF THE CITY OF SITE,AGTON OWE DEPARTMENT DETERMINE EXCESSIVE SEDIMENT
/ IS LEAVING THE SITE,ADDITIONAL SEDIMENTATION AND EROSION CONTROL
_ MEASURES MAY BE REQUIRED,INCLUDING A REVISED SEDIMENTATION AND E
._ .: - -� - - - - - •� '�-• '- 11.A RE-INSPECTION FEE WILL BE ASSESSED IF A RE-INSPECTION IS NECESSARY
-o"c-o"c-o"c-o"e-o"e-oyx - T �'� '��„ •-"©�1• • 3.'^C1^� o" o"e a"e o"e ,,,e-o"e oo axe oce o"c axe o"e o"c-o"e ,•
in� si. DUE TO INCORRECT INSTALLATION. a
/ / •
-/ •` °N yY -.�.i' ` �, °"�o"�NE 12.UNTIL THE CITY OF BURLNGTON HAS ACCEPTED THE COMPLETED ilimm cI
/ I �� '� � � �� Ll �� 0 `-c' a. `' \ \ \ CONSTRUCTION,v THE CONTRACTOR RETAINS THE RESPONSIBILITY FOR MAINTAINING `
1-f� x THE S&E DEVICES. ADDITIONALLY,THE CONTRACTOR RETAINS RESPONSIBILITY t w
/T _ FOR ENSURING S&E INSPECTIONS ARE COMPLETED AT LEAST WEEKLY AND
EX.SSMH g•I •i� 7 r - -T - ♦ I- ®*' I AFTER EACH RAINFALL FOR THESE DEVICES. C9
RIM:601.21' *i*xy I 40' •FRONT SETBACK T✓ - *T �*'x 13.SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL AND ISSUANCE OF
INV IN:594.813?14) \ N \ 14t)I'� •` CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVERI; zoo
INV.OUT 594.65'(NE) ' ■ I MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% U m
/ y �•_ �' ir
..•CM 7 I -� IlkI \ CO EVIDENCE\ ' / ' I 14.ESTABLISHMENT_ \ DAYS\600 \\\ \ \ N.
/ I \ I .•II 1 I I 15.CUT AND FILL SLOPES TO BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF a`o
•I GRADING.
I ry/ i II
L�j \ \ \ \ \ \ ) ) , I�I CONSTRUCTION SEQUENCE
.6/'_'� / ' �'�� \ \ \ \ I I I I \ / T A�I 1. BRING SITE OP TO FINISHED GRADE AND STABILIZE PARKING AND TURF/
1 �- ,, \ \ I / / - I I LANDSCAPE AREAS. COORDINATOR:
[*) \ \ \ / 2. COMPLETE ALL SITE IMPROVEMENTS. 6121E Pittman
I■ \ \ I I / ""1 3. ONCE SITE IMPROVEMENTS ARE COMPLETE AND SITE IS COMPLETELY STABILIZED,
• o == \ I I I I I \ /�_ / ..! I CONTACT THE CITY OF BURLINGTON FOR AN INSPECTION.IF APPROVED,BEGIN
ij �. " REMOVAL OF TEMPORARY SEDIMENT BASIN#3 AND BEGIN CONSTRUCTION OF DRAWN BY:
\X'0 J I I I I I PROPOSED BUILDING / / / f �' STORMWATER WETLAND. M.Moffitt
+ / I +187,000 SF FOOTPRINT I 4. REMOVE ALL SPOILS FROM SEDIMENT BASIN AND WASTE OFF-SITE(OR SPREAD
FEE: t606.00 / X./ ON-SITE WITH EXPRESS GENERAL CONTRACTOR APPROVAL).CONTINUE
/ \ I I \ / / ° CONSTRUCTION OF STORMWATER WETLAND. HK BY:BPP
I`• it.,. / ea) \ I I I / I / / N IN • aI ° I 5. AFTER CONSTRUCTION OF STORMWATER WETLAND IS COMPLETE AND STABILIZED,
I / / ® \ \ I I I I I "/ \ / \ It- y 6. CEPAIR ALL CONTACT CITY OF RBED AREAS TO BURLINGTON FOR ANFINAL GRADES.
ON.IF APPROVED,REMOVE ALL
EROSION CONTROL DEVICES AND STABILIZE THESE AND ANY RESULTING BARE
I '+ 0
\ I I ( \ \ / / ,6 AREAS.
70 "=' 7. PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREA ARE
••"�\ �a I 1 \ / \ ('_) \ PERMANENTLY STABILIZED.AFTER SITE IS PERMANENTLY STABILIZED,REMOVE
�,, `� We'B )
I \ 1 / \ *h, ,•,'I ALL TEMPORARY EROSION CONTROL MEASURES AND PROVIDE PERMANENT
\ ■' SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND
TEMPORARY SILT �\ l G5 I I I 1 \ \ \ I .I COVER IS NOT ADEQUATE.
FENCE OUTLET,TYP. O �,, \ _--_ ~ ( 8. ONCE ALL CONSTRUCTION IS COMPLETE CONTACT CITY OF BURLINGTON EROSION
0 I l \ / - CONTROL OFFICER FOR ON-SITE MEETING TO OBTAIN APPROVAL TO REMOVE
I '/' I 1 \ \ \ `� / "40
� ANY REMAINING TEMPORARY EROSION CONTROL MEASURES,STABILIZE THERE
TEMPORARY COMBINATION /,� 0� I I ` "" \ i•, , AREAS AND INSTALL APPLICABLE PERMANENT MEASURES.
SILT AND TREE FENCE,TYP. \ \ \ / � 11 9. ONCE PROJECT IS COMPLETED,THE PERMITEE SHALL CONTACT THE CITY OF
/ �• ` I \ �� \ BURLINGTON TO CLOSE OUT THE E&SC PLAN.AFTER NOTIFICATION OF PROJECT
/ I•� \ \ y I `I \-S Alr� '�' '�' '�' '�' '�' '�'_'�' ICI � ' // CLOSE-OUT,PERMITEE SHALL SUBMIT NOTICE OF TERMINATION OF NCG01
/ ��_ - � _ 1li�IJ I ii Ii�IIII�i■ate. L. PERMIT.
INLET PROTECTION,TYP. / / \ ,lp 1 \ 6p5 / -60 • INLET PROTECTION,TYP./ � \ ►- \ \ / 5 �- SEDIMENT BASIN WITH SKIMMER(SEDIMENT BASIN#3)
�/ // \ •A \\ \ \ _ / / 1111•94Woop
I �/ • TEMPORARY CLEAN WATER (SEE SHEET C7.0 FOR DETAILS)
/ �� DIVERSION DITCH AT TOP OF SLOPE; FLOW FROM 10 YR STORM -Q=CIA
-� \ •\�`- \ \ OS` __ I / / SEED/STABILIZE IMMEDIATELY ONCE (VALUE) =0.5
7.22
\\ N�, �� ®� \ �- ' / / /-- \ �� \/ CONSTRUCTED INTENSITY =10.0
_ ♦ • \\x/\ / TOTAL DRAINAGE AREA(ac.) =10.08 AC
\ / \ Q= 36.39 CFS
\\ - \ / / / / /_� \ 4 VOLUME REQUIRED(cf) =18,144 CF
\ \ �� / / \ I J (1800 CF/ACRE)
\ \ \ \ \ \ / / /// \ / •Y • / VOLUME PROVIDED(cf) =72,000 CF
\ \\ \� \SO \ \ ' / / / \ ) I / DIMENSIONS(D*x W x L) =4'X 18,000 SF(AVG.AREA)
\ \ \ / / / �� k *DEPTH SHOWN IS TO TOP OF BERM,THIS INCLUDES FOR 1' FREEBOARD,
�• N \ / ` REMOVE 0.5' FOR WEIR HEIGHT.ADDITIONAL 0.5' IS ACHIEVED BY CREATING
\ \ //•y/ / \ \ • I • 1 I/ TEMPORARY COMBINATION CROWN AT THE TOP OF BERM
SEGMENTAL BLOCK \ ` \ \ ' / .✓ / // _ '\ .0 1-„,‘ 4,/ SILT AND TREE FENCE,TYR.
RETAINING WALL#2 \ \ ® \ / \ © 1 0PC'� / *TARP TO BE ARMORED WITH CLASS B RIP RAP
\ \ \ `• I - .a 3:1 SIDES(MAX.)
\ ',II1� \ 00 ���5{; • I y5✓\' SPILLWAY WIDTH (ft 10' CC
H•Zp N, \ \ yg5� `0`: F, .G t `x "` e� MINIMUM WEIR LENGTH= 10' CC
J k / ` CH oN SKIMMER SIZE -4"
\ \ \ 96?\• ••, \�\ ` f ' � Z``;`© 9J��.x 7O ` /J ''"off ORIFICE SIZE
R S �''1T \ ` F-� Y�• 'i '' SURFACE AREA=C I A X 435 SF
LIMITS OF CONSTRUCTION,TYP. BB\"e eg `C ., __ / ' //j y ��0 S{Q /�\/ v ' , • / S.A.REQUIRED=0.5x7 22x10.08x435 SF=36.39x435 SF= 15,830 SF IJJ
// / \ S.A. PROVIDED= 326,000 SF
'VS - / /� / , I� -Oq. \ SEEDING SCHEDULE (TEMPORARY SEEDING) 1L
\ \ / /,5g435 L Q� /�,;41". \6\ \ DATE TYPE PLANTING RATE a • N-
INLET PROTECTION,TYP. •• �', \ \ /
\� \ i _NI., ,�1 � .NciO \� ,? JAN 1 - MAY 1 RYE GRAIN (SECALE CEREALS) 120 LBS/ACRE `V
\x \ / MAY 1 -AUG 15 GERMAN MILLET(SETARIA ITALICA),OR 45 LBS/ACRE
\ \ .st‘ \� \ ,7 1 • � .,jaZA '4' \\\ + BROWNTOP MILLET(UROCHLOA RAMOSA), OR 45 LBS/ACRE `.1
\ ♦ N \ \ 171F. � � WEEPING LOVEGRASS 5 LBS/ACRE z W
_/ /Yr` '. E e. AUG 15- DEC 30 RYE GRAIN (SECALE CEREALS) 120 LBS/ACRE 7 U
MCPFERSON M.STEVE \\ I ♦-�_� r \�j SEGMENTAL BLOCK AUG 15- NOV 30 ANNUAL RYE GRASS 40 LBS ACRE LJDB. RSO M. TE \ ,\ •�. /O1� _ .. \ RETAINING WALL#1'' NOTES: w 1 L
\ \ // • '"" .yo FOREST VALLEY MFP LLC 1 FOR OPTIMUM RESULTS A SOIL ANALYSIS SHOULD BE PERFORMED TO DETERMINE
PINS 120389 \ I ��• EXISTING WETLANDS DB.3753 PG.346 NUTRIENT AND LIME NEEDS FOR THE SITE.
1850 WHITES KENNEL \ \\ • /Jy\yam r�p .• (FLAGGED BV S&EC --.pp\, PIN# 120418 2. CONSULT CONSERVATION OR ENVIRONMENTAL ENGINEER FORA SOIL ANALYSIS AND
RD \ 44 :'� 'Tj♦'w1'W �{ ip.\\ ON 05/10/2024) ap 1658 WHITES KENNEL RD FOR RECOMMENDATIONS AND INFORMATION CONCERNING SEEDING, FERTILIZING,
ZONED:MI 1 '` / • I I\\ , \� ZONED:ENR AND ALTERNATIVES FOR VEGETATION. Lu 0
USE:GENERAL FARM
USE:RESIDENTIAL 3. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL M
EROSION CONTROL LEGEND \ / I CONDITIONS;OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. �'/ I.
// EX.SSMH / 4. TEMPORARY ANNUAL SEEDING SHALL BE BASED ON THE SEASON. DURING '^
•■■•• \ I / (/ �� RIM:583.83' ,. OVERLAPPING SEASONS,A MIXTURE OF TEMPORARY SPECIES IS ACCEPTABLE v
TEMPORARY GRAVEL CONSTR. ENTRANCE �•�•�■�•�•� \ ��I / I I ,� INVIN:3.83' '(W) / PROVIDED APPLICATION RATES ARE NOT IN EXCESS OF THE TOTAL RECOMMENDED = r
••■•• • ^! as' RATE PER ACRE. -
INV IN:578.39'(E) / _
\ �• I I II l/I \ INV.OUT:577.11'(SW) ,,&. 5. APPLY SOIL NUTRIENTS AND AMENDMENTS PER SOIL ANALYSIS,OTHERWISE
TEMPORARY SILT FENCE a a / I • \ �/ 700E R0 LBS OF 10-10-10 FERTILIZER AND UP TO 2 TONS OF DOLOMITIC '^
LIME PER ACRE. 06
(0
6. MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND SECURE '^
LIMITS OF DISTURBANCE - I I 11 PROPOSED 4'SKIMMER IN PLACE WITH CRIMPING,TACKING AND/OR NETTING TO PROTECT SEEDBED AND
WITH 3'ORIFICE / \5, ENCOURAGE GROWTH. Ci/ D
/ III 7. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12"IN HEIGHT BEFORE
DIVERSION DITCH �0�'�0�'� / MOWING,AS OTHER ESTABLISHMENTS MAY BE SHADED OUT. CCI CO
8. IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,
\y^\ ADDITIONAL ROUGHENING MAY NOT BE REQUIRED,EXCEPT TO BREAK UP LARGE
TEMPORARY SILT FENCE OUTLET DM �/ \ / II CLODS.IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED,
LOOSEN IT JUST PRIOR TO SEEDING BY DISKING,RAKING,HARROWING,OR OTHER 24 X 36
TEMPORARY INLET PROTECTION SUITABLE METHODS.GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE
CONTOUR BEFORE SEEDING 1"=50'
DISTURBED AREA: 12.98 ACRES 24 JULY 2024
25-0061
0 25 50 100 150 REVISIONS
IO
No. DATE DESCRIPTION REV.BY EROPLAN CONTROL
APPROVED CITY OF 1ST TRC REVIEW
BURLINGTONMM
SOIL EROSION&SEDIMENTATION ' •PPRO VED FOR 0 110/24/24 ESC SUBMITTAL MMMM ^/�/ /^�J
CONTROL PLANS PERMITTING Q3 11/07/24 CITYOFBURLINGTON MM CL .L
APPROVED BY F ..0 ESC SUBMITTAL#2
DATE 11/12/2024 NOT FOR CONSTRUCTION A