NCC243444_Site Plan or Location Map_20241107

SITE PLAN NOTES:
PROJECT LOCATION: think,design,build
1. TOPOGRAPHIC, PLANIMETRIC AND BOUNDARY INFORMATION ARE OBTAINED FROM
A LAND TITLE SURVEY FOR ZPL HOLDINGS NC,LLC;ZATKOFF PROPERTIES THIS PROJECT IS LOCATED IN THE FRANKLIN COUNTY, NORTH CAROLINA AT rfi
PREPARED BY POMEROY SURVEYING,PLLC, PO BOX 103,BAILEY, NC 27807 CASCADE CT, YOUNGSVILLE, NC 27596. THIS PROJECT WILL BUILT A BUILDING
OF PO BOX 103, BAILEY,NC 27807;PHONE:[phone];DATED: FOR OFFICE AND WAREHOUSE PURPOSE ALONG WITH DRIVES, PARKINGS AND ",°noon��� "'
03/25/2024. TRUCK DOCKS. Fc
°""'(N CAR0( �"
2. THE RECEIVING WATER COURSE IS CEDAR CREEK AND IDES IN TAR RIVER s3'" °'�-„�
�OPO / IIIIP 3. BASIN.
SUBJECT PARCEL LIES OUTSIDE OF WATER SUPPLY WATERSHED. ? �F /
Q-� 4. PROPOSED DEVELOPMENT LIES OUTSIDE OF SPECIAL FLOOD HAZARD ZONE PER 24 $ `__
051' PIRM PANEL E ENTDLI SATED I6 A 201N. SITE DATA =
5. PROPOSED DEVELOPMENT LIES OUTSIDE OF EXISTING WETLAND.
6. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF OWNER: ZPL HOLDING NC LLC m(PVG NEF'Q ='
FRANKLN COUNTY SPECIFICATIONS AND DETAILS. w 9 'C c"'�`
STREET: FARMINGTONINDUSTRIAL PARK DR e /q P P,1,,,
FARMI HILLS, MI 48335 k ,m� ���„„o"``
ATTN:JUSTIN ZATKOFF - 08/15/2024
• [e-mail]
ir----- CASCADE CT 11 TE 248-979-4970
DESIGNER/PREPARED BY: BOBBITT CONSTRUCTION INC
/ 2o ATTN: BLAIR PITTMAN, PE(24438)
STREET: 2400 WESTON PARKWAY u
CITY: CARY, NC 27513
3 EMAIL ADDRESS: blair pittmanabobbitt.com C
PHONE NUMBER: 919.851.1980 8
OSg2C, 0,,, r. N, — PIN: 1854-63-4273i 11.
PARCEL ID: 050177
TOTAL SITE ACREAGE: 3.8 ACRES o
,;,, SITE ADDRESS: CASCADE CT o
JURISDICTION: FRANKLIN COUNTY
Ibis
PROPOSED BUILDING: 19.500 SF ^'
PROPOSED IMPERVIOUS: 53,000 SF((COV
DISTURBED AREA: 2.4 AC
'� ZONING: GB Cla m 2
JURISDICTION: FRANKLIN COUNT � �m d
ili�' ' EXISTING USE: VACANT amp
PROPOSED BUILDING USE: MANUFACTURING
WATERSHED: TAR-PAMLICO RIVER LL
w
STORMWATER REQUIREMENT: FULFILLED BY EX. COMMUNITY BMP
���—� (NO NEW SCM FACILITY IS PROPOSED) 3m
2 RI
VICINITYMAP BUILDING SETBACKS:
FRONT 50 FT
0 200' 400' 800'
1 SIDE 10' E
SCALE 1." = 400' REAR 25' COORDINATOR:
PARKING REQUIREMENTS: Blair Pittman
REQUIRED 17/32 (MIN./MAX.) *
(MIN. 1 SP/2 EMPLOYEE+ 1 FOR EACH TRUCK) DRAWN BY:
(MAX. 1 SP/ 1 EMPLOYEE+ 1 FOR EACH TRUCK) N.NYAUPANE
*30 EMPLOYEES
PROPOSED 25 SPACES CHK BY:BPP
INDEX OF SHEETS
SHEET NUMBER DESCRIPTION
C0.0 COVER
C0.1 EXISTING CONDITIONS
C1.0 STAKING PLAN
C2.0 EROSION & SEDIMENT CONTROL PLAN PHASE I
C2.1 EROSION & SEDIMENT CONTROL PLAN PHASE II
C2.2 NPDES PLAN
C2.3 NPDES NOTES
C2.4 NPDES NOTES
C3.0 GRADING PLAN
C4.0 UTILITY PLAN
C5.0 LANDSCAPING PLAN
C7.0 DETAILS
C7.1 DETAILS
C7.2 DETAILS
NOTE:
1. BOUNDARY, SURVEY,AND TOPOGRAPHIC INFORMATION PROVIDED BY ZATKOFF
PROPERTIES OWNER PREPARED BY POMEROY SURVEYING, PLLC, PO BOX 103,
BAILEY, NC 27807 OF PO BOX 103, BAILEY, NC 27807; PHONE: [phone];
DATED: 03/25/2024
2. EXISTING SOIL TYPES ON-SITE ARE !^
CaB - CECIL SANDY LOAM (-74%) COD
CeB2 - CECIL CLAY LOAM (=26%) W
1
LU (mfl
Ii V
Co )
in
N-
N
0
CL Z
LL w
L-L v
Ow >
F— o z
CALL BEFORE YOU DIG! V' U 0
NORTH CAROLINA LAW REQUIRES THAT 1
THREE(3)FULL DAYS BEFORE EVERY
/ EXCAVATION,THE PERSON
/ RESPONSIBLE PLACES
A NOTIFICATION REQUEST TO NC 811 r 24 X 36
RTH CAROL IN I
811 www.nc811.org
1-800-632-4949 L15 AUGUST,2024
North Carolina One-Call Center,Inc. 23-0076
REVISIONS I COVER
ZATKOFF PROPERTIES No. DATE A DESCRIPTION REV.BY
A
SITE PLAN FRANKLIN COUNTY A r0.0

CONSTRUCTION SEQUENCE: PHASE I think,design,build
9 iPF 1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT COMPLIANCE WITH THE STATE OF NC DEPARTMENT
OF ENVIRONMENT AND NATURAL RESOURCES STANDARDS. DEVIATIONS FROM THE APPROVED PLAN MUST BE
APPROVED BY THE INSPECTOR AND IMMEDIATELY NOTED TO THE ENGINEER.
3 / 2. OBTAIN GRADING PERMIT. •,....�••
/ 3. EROSION AND SEDIMENT CONTROL(E&SC)PERMIT AND A CERTIFICATE OF COVERAGE(COC) MUST BE w3"°Jw"`�N ��/•"�.��
4 �/ OBTAINED BEFORE ANY LAND DISTURBANCE ACTIVITIES OCCUR. COC IS OBTAINED BY FILLING OUT NOTICE RDR h/ '
U.WAIERMEIER O '--S
( ) 4, [ OF INTENT FORM FOR NCG01 PERMIT. COPY OF E&EC PERMIT COC AND HARD COPY OF PLANS MUST BE -
/ /' KEPT ON SITE AND ACCESSIBLE DURING INSPECTION _ SEAL
.3,, /AI/�/ PROPOSED TREELINE(TOP) 24438
EX.FIRE TIURPM ' / \ 4. 48 HR PRIOR TO ANY LAND DISTURBING ACTIVITIES,CONTACT DEMLR RALEIGH OFFICE(919)791-4200 TO '
p TEMPORARY TREE PROTECTION&SILT FENCE(TYP.) �' P G NE P 'Ni
W COORDINATE A PRE-CONSTRUCTION CONFERENCE AND TO DISCUSS EROSION CONTROL MEASURES. FAILURE c d N E
24'X50'TEMPORARY CONSTRUCTION ENTRANCE / • "'/Z LIMIT OF DISTURBANCE(TYP.) TO DO SO WILL RESULT IN A NOTICE OF VIOLATION AND SUBJECT THE FINANCIALLY RESPONSIBLE OWNER TO w ..4 'CC�c'�
(SEE DETAIL SHEET C7.0) A L \ FINES. w R p p,\„„0„
'`;�O ' ( \ \ SILT FENCE OUTLET(TYP.) k •mnniDM/15
I•� 5. COORDINATE UTILITY LOCATIONS AND RELOCATIONS WITH SERVICE PROVIDERS. 5 08/15/2024
7.4
�• TEMP. SKIMMER BASIN
433. I WITH BAFFLES 6. INSTALL THE TREE PROTECTION AND SILT FENCE AS SHOWN ON PLANS PRIOR TO ANY SITE WORK. CLEARING
�\ \ SKIMMER FLOATING TO BE LIMITED TO AREA NECESSARY FOR INSTALLATION,THEN IMMEDIATELY STABILIZED. (NO OTHER o
PROPOSED CULVERT \ DEWATERING DEVICE CLEARING,GRUBBING,GRADING,OR EXCAVATION IS AUTHORIZED).
INV. IN 431.00 • 7. ) \ �..\�+ N \ TEMPORARY SILT FENCE r
INV.OUT 429.80
yiA •.'•o,�•�. - N. TEMPORARY DIVERSION DITCH 7. AFTER THE INSPECTOR HAS APPROVED THE FENCE INSTALLATION, INSTALL CONSTRUCTION ENTRANCE u
4t4 ��••�� \ LIN WITH NORTH AMERICAN INCLUDING THE PERMANENT CULVERT(SEE SHEET C3.0, STRUCTURE#4-3), EROSION CONTROL SHOWN IN
••/� \ � N \ GREE�ROLLMAX DS75 OR EQUAL R/W. INSTALL SKIMMER BASINS AND DIVERSION DITCHES.CLEARING TO BE LIMITED TO AREA NECESSARY o
0 7 I / ••• N \� \ EX.TREELINE(TYP.) FOR INSTALLATION,THEN IMMEDIATELY STABILIZED. (NO OTHER CLEARING,GRUBBING, GRADING,OR
N��/[[[,���¢ (// \ . �*`"`` \ //` EXCAVATION IS AUTHORIZED).
£ �/ I I /�•,• • , ��� �\�s.y, • c � / 8 BEGIN GRADING OPERATIONS, CLEARING AND GRUBBING. iI
TEMPORARY DOUBLE ROW " `� \ �`�11 wC \ ', ! u 111 ^, 9. AS PROJECT IS BROUGHT TO GRADE, MOVE TO PHASE TWO EROSION CONTROL(SEE SHEET C2.1). 0
OF SILT FENCE AROUND ` ////�// -��Z \ �j , I■■�\._` e i �72 10.PER NPDES REQUIREMENTS,A RAIN GAUGE,SELF-INSPECTIONS RECORDS, PERMIT, CERTIFICATE OF
LAYDOWN&STOCKPILE o /U ro; `1 \ � A■■■■■�I.._ � \ `�o`� J 1 /Rp COVERAGE,AND S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. "'
AREAS �I �.■■■„■■`-,'_ l\ \� g o f oS<'� /// IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE _
�� EMEM � ��\ s�I�I •!��■■'I_�■■■�■■ice��\ vA / a / OF PROJECT -
/ /�pO �EX. 3 '� \ \ \ \■■■■■�■■■■■�■��'��EX�W9 z Q// 11.SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT z
/ /1 WOODS \ •��■■■■■■■■■■■■■,� \\ IPF/p / LEAST 10NCE NCHEVERY ANY SEVEN
NEEDEDCALENDAR
A REPAIRS DAYS
HAL LBDE MWITHIN
ADE IMMEDIATELY�O MAINTAIN RAIN
MEASURES AS DESIGNED. z,m d
3, \ \ a■■■■■■■■■■■■■■k.X\ N 4' ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.A �$W a
/lI// •�\ �\ ��` \` •VEFINE■■■■■■■■■MEM ::;\ 1 /�L �¢/ RAIN GAUGE SHALL BE'INSTALLED AT THE PROJECT SITE FOR MONITORING.
t /'/ `�•eN \ \ ��.�,1■■ AREA RESERVED „■■`\ T a�// , / 12. GRADING CONTRACTOR: ALL HAUL-ON FILL MATERIAL MUST BE FROM AN EXISTING PERMITTED BORROW SITE01:1 S
�■■ FOR SEPTIC FIELD■■E■�•• 3 '/ &20 P1/AX OR BORROW SITE MUST BE PERMITTED./// /i \ '.� / Py/LE BICY '
IPF l /{ \ \ \ ,L■■■■■■■■■■■■■■■�'' i m SiR/ay d(E `o
/a7'� { \ \ •�■■■■■■■■■■■■■■■P L 11 2�" / �'S4ME/y/ NOTE EXISTING SOIL TYPES ON-SITE WITHIN THE PROJECT AREA 3 m
/ I•' \ \ ■■■■■■■■■■■■■I /// / COB -CECIL SANDY LOAM(,-74%)
\ 1111...E....., ) /,?`' ;7/
CeB2-CECIL CLAY LOAM (,.26%) 2 01
/ // l■■■■■■■■■j•
w -- Blair Pittman
y /„,a// \ \ I■■■■F m /� / / / EROSION CONTROL LEGEND
°e W 1 I • \■■I { )i / FL //// ���� DRAWN BY:
/ f // asa I 1 \ '� - l osA,iI / // TEMPORARY CONSTRUCTION ENTRANCE ,�.t��;������j�j�j� N.NYAUPANE
>//4 �� 1 \ 1 \ \ 1 /BU e Il / //w/ // O O CHK BY:BPP
N -- 36/ IPF 'I E%.WOOBS \ TEMPORARY SILT FENCE
�J \Jr- ��� •\ I \/ \ ,r) 7/ /// /7 TEMPORARY TREE
P.('NI I m w ^ - '/1�//• '�// ) EX.HBREDPTICS PROTECTION FENCE - _
` I / / MARKER LIMITS OF DISTURBANCE
* )
\ i
� / (/ / EX.TELCO PEDESTAL
I / / TEMPORARY SILT FENCE OUTLET El
l T / S o-
\4 / / I ^ /�/ /// /, / / TEMPORARY INLET PROTECTION
° sops 1 / / / / / ., d/// /
PROTECT:ZATKOFF PROPERTIES V� \• / I I I:''r N�� // /`� / /
TEMPORARY SKIMMER SEDIMENT BASIN DESIGN �` / // /N ` �.- /m, °FF/// ONE /70 SYMBOL/LEGEND
FLOW FROM 10 YR STORM-Q =CIA
/ h NE
C(VALUE) =0.5 I/ i 7 ;�. /�/N" I / // SAN. SEWER CLEANOUT O
INTENSITY =7.22 / 'o- 1♦ ...:;•� // /a
III
TOTAL DRAINAGE AREA(AC.) =1.92 AC<10 AC ✓ 6`,,), \ / i" ' '1// / /// / WATER METER
Q=6.91 CFS \` P.10 / / \• \ // / / 1// • \ //// / Da
3H / / C\•� /l) /o�� /ti WATER VALVE
VOLUME REQUIRED =3448 CF(1800 CF/AC) / / \•T/ / // / 1` / rr//�`"�// / EX. FIRE HYDRANT <>
BASIN DESIGN q31 ( e \ /1 / y //7// EX. POWER POLELDE PTH*GTH =60 FT / / a^,/ / �/w///¢ / / PROPERTY LINE --
WIDTH =22 FT `��•. / / /Ji / /4'14/
4, .I / EX. EASEMENT LINE
L/W RATIO(2:1 TO 6:1)=2.73:1 OK / k_ , / // 1/ / BUILDING SETBACK LINE ��,J/�JOr BOTTOM SURFACE AREA=13205E / r O / � ro / EX. OVERHEAD UTILITY LINE -OHE-OHE-oHE-
LLI
BOTTOM ELEVATION =430 0 CP / /J / /e- '°`3/
SIDE SLOPE =3:1 / \ / �..• // '`�1 - � � ro / EX. STORM CULVERT � � � �w
�j '' EX. WATER LINE
BASIN VOLUME PROVIDED =3696 CF>REQUIRED o-� 7 .. r / // • NEW WATER LINE -w-w-w-
CCCHECK FOR SURFACE AREA REQUIREMENT /��N /�� -��! /�� 54U
S.A.REQUIRED \] / ' LLI NEW STORM DRAIN LINE ,/�
o' m
Q X 325 SF =2245 SF J - / E%.REAL ESTATE V J
/ / : X` / / /ONC SALES SIGN
S.A.PROVIDED =2448 SF>REQUIRED / / �c,� ONE / EX.ASPHALT BIKE& 1
*DEPTH SHOWN IS TO TOP OF BERM,INCLUDING 1'FREEBOARD //\ •)pHF- PEDESTRIAN PATH E�J
(�<30 J // Co*TRAP TO BE ARMOURED WITH CLASS B RIPRAP J \ ,\ \ n
WEIR DESIGN o I �� /�
r EX.UMW POLE(IYP.) /1
LENGTH =10 FT ROCK PIPE INLET .` `J
CAPACITY FOR 0.5'HEAD=9.2 CFS >10-YR STORM PROTECTION (TYP.) /\J ett ry./• yam\ EX.OVERHEAD Z
SKIMMER SIZE DESIGN(FAIRCLOTH) NFNT / MLItt LINE(YIP.) •
" ,T, / r. il_ w
DEWATERING TIME =3 DAYS _ / / J
SKIMMER SIZE(DIA.) =1.5 IN 1////� X
l)/' /\ )mw�//f-. / yH O w >
DISTURBED AREA: 2.4 ACRES j/o/ o EX.ANCHOR F/O�R. /�I�
<v UTILITY POLE(T P.) < fS
i/ / 1 / 0 Z
1
CALL BEFORE YOU DIG! Q Q D
l/
SEEDING SCHEDULE (TEMPORARY SEEDING) _��� i tl ,,/, /
Il/I NORTH CAROLINA LAW REQUIRES THAT0
DATE TYPE PLANTING RATE THREE(3)FULL DAYS BEFORE EVERY N U 0
JAN 1 - MAY 1 RYE GRAIN(SECALE CEREALS) 120 LBS/ACRE / / / EXCAVATION,THE PERSON
MAY 1 -AUG 15 GERMAN MILLET(SETARIA ITALICA), OR 45 LBS/ACRE �5 RESPONSIBLE PLACES
BROWNTOP MILLET(UROCHLOA RAMOSA), OR 45 LBS/ACRE A NOTIFICATION REQUEST TO NC 811
WEEPING LOVEGRASS 5 LBS/ACRE RTH CARO IN 1 24 X 36
AUG 15 - DEC 30 RYE LBS/ACRE
AUG 15 - NOV 30 ANNUAL RYENS G20 RASS ECALE CEREALS) 1 40 LBS/ACRE 811 WWW nC811.org 1^=40'
NOTES: 1-800-632-4949
1. FOR OPTIMUM RESULTS,A SOIL ANALYSIS SHOULD BE PERFORMED TO DETERMINE L15 AUGUST,2024
NUTRIENT AND LIME NEEDS FOR THE SITE. NORM Carolina One-Call Center,Inc.
2. CONSULT CONSERVATION OR ENVIRONMENTAL ENGINEER FOR A SOIL ANALYSIS AND FOR SITE PLAN NOTES:
RECOMMENDATIONS AND INFORMATION CONCERNING SEEDING,FERTILIZING,AND 23-0076
ALTERNATIVES FOR VEGETATION. 1. TOPOGRAPHIC,PLANIMETRIC AND BOUNDARY INFORMATION ARE OBTAINED FROM
3. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL CONDITIONS; A LAND TITLE SURVEY FOR ZPL HOLDINGS NC,LLC;ZATKOFF PROPERTIES REVISIONS
OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. PREPARED BY POMEROY SURVEYING,PLLC, PO BOX 103,BAILEY, NC 27807
4. TEMPORARY ANNUAL SEEDING SHALL BE BASED ON THE SEASON. DURING OVERLAPPING EROSION CONTROL
SEASONS,A MIXTURE OF TEMPORARY SPECIES IS ACCEPTABLE PROVIDED APPLICATION OF PO BOX 103, BAILEY,NC 27807;PHONE:[phone];DATED: No. DATE DESCRIPTION REV.BY PLAN PHASE I
RATES ARE NOT IN EXCESS OF THE TOTAL RECOMMENDED RATE PER ACRE. 03/25/2024.
5. APPLY SOIL NUTRIENTS AND AMENDMENTS PER SOIL ANALYSIS,OTHERWISE 750-1000 2. THE RECEIVING WATER COURSE IS CEDAR CREEK AND US IN TAR RIVER APPROVED FOR
LBS OF 10-10-10 FERTILIZER AND UP TO 2 TONS OF DOLOMITIC LIME PER ACRE. BASIN. 4
6. MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND SECURE IN 3. SUBJECT PARCEL LIES OUTSIDE OF WATER SUPPLY WATERSHED.
PLACE WITH CRIMPING,TACKING AND/OR NETTING TO PROTECT SEEDBED AND 4. PROPOSED DEVELOPMENT US OUTSIDE OF SPECIAL FLOOD HAZARD ZONE PERA
ENCOURAGE GROWTH.
FIRM PANEL EOSED VELOPMENT KLJ DATED ID A F EXIST2013ING
PERMITTING Q
7. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12"IN HEIGHT BEFORE 6. ALL 5. PMATERIAS AND CONSTRUCTION CTION OUTSIDE
PER THE UTTEST EDITION OF D. z� 4 D r2 .0
MOWING,AS OTHER ESTABLISHMENTS MAY BE SHADED OUT. FRANKUN COUNTY SPECIFICATIONS AND DETAILS.
NOT FOR CONSTRUCTION A 1

think,design,build
®IPF CONSTRUCTION SEQUENCE: PHASE II
ei
cc
3 1. INSTALL CONCRETE WASHOUT.
Or / 2. BEGIN BUILDING CONSTRUCTION. _ ,8 �r�
/ 3. COMPLETE THE INSTALLATION OF THE STORM CONVEYANCE STRUCTURES ` 'N, / / 14-
oa ,/ NEW FES WITH INLET PROTECTION AS AREAS ARE BROUGHT TO ROUGH GRADE. d` QpF / ,ems
'� 1)I /[ /' (SEE SHEET C3.0 FOR DETAILS) _ _ SEAL
43:, /a /// PROPOSED TREELINE(TYP) 4. VISUALLY INSPECT ALL PIPES FOR SEDIMENTATION IN STORMWATER - 24435
' V / COLLECTION SYSTEM,AFTER EACH RAINFALL EVENT,CLEANING AND
�� \ TEMPORARY TREE PROTECTION&SILT FENCE(TYP.) MAINTAINING AS REQUIRED. _= d FNG NE‹c% .1
MAINTAINING
24'X50'TEMPORARY CONSTRUCTION ENTRANCE /` LIMIT OF DISTURBANCE(TYP.) 51 ,C,q .X �o`
r ! „�/i ' 5. STABILIZE DENUDED AREAS AS THEY ARE BROUGHT UP TO FINISH GRADE
(SEE DETAIL SHEET C7.0) \ "' * R p „008ss'
'* ' \ SILT FENCE OUTLET(TYP.) WITH VEGETATION, PAVING,ETC. DENUDED AREAS TO BE STABILIZED WITH k Muruurin08/15
I TEMPORARY SEEDING WITHIN 21 CALENDAR DAYS OF SUSPENSION OF m 08/15/2024
\ N� \ TEMP. SKIMMER BASIN ANY PHASE OF ACTIVE GRADING. PERMANENT GROUND COVER TO BE
433 ��. \ WITH BAFFLES INSTALLED WITHIN 15 DAYS OR 30 CALENDAR DAYS OF COMPLETION OF e
�� ��± ` SKIMMER FLOATING CONSTRUCTION (WHICH EVER IS SHORTER). PERMANENT GROUND COVER 5
PROPOSED CULVERT % • DEWATERING DEVICE ON SLOPES TO BE INSTALLED WITHIN 21 CALENDAR DAYS.
INV. IN 431.00 ,.. - , \ TEMPORARY SILT FENCE
INV.OUT 429.80 .::�%• ` 6. INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EVERY u
•.,,•.••.�•.•,• ___•••��•'�� TEMPORARY DIVERSION DITCH RAINFALL EXCEEDING 1"FOR PROPER OPERATION.ANY ACCUMULATED
♦ �• \ LIN WITH NORTH AMERICAN SEDIMENT SHALL BE REMOVED AND PLACED IN A DESIGNATED SPOIL o
f. GREE�(ROLLMAX D575 OR EQUAL DISPOSAL AREA APPROVED BY THE INSPECTOR. MAKE REPAIRS OR
0 y �•• -� EX.TREELINE(1VP.) MODIFICATIONS NECESSARY TO ASSURE CONTINUED EFFECTIVE OPERATION
CONCRETE WASHOUT /'4 ry It '.7/7 •,. �� ,,\` \ \ A-,
OF EACH DEVICE. 18 COMPLETE ALL SITE IMPROVEMENTS. V
(SEE SHEET C2.3 FOR DETAIL) ti I`V',�.�. \ W
��� W 7. ONCE SITE IMPROVEMENTS ARE COMPLETE,AND SITE IS COMPLETELY o
,R r/ � ��\\ •• c \z�s r<, STABILIZED, CONTACT THE DEMLR RALEIGH OFFICE(919)791-4200 FOR n TEMPORARY DOUBLE ROW ory// r�` \ ,1 A`� ' \ t eW\\'x ,- 4.'" STABILIZED,
AN INSPECTION. IF APPROVED, BEGIN REMOVAL OF TEMPORARY SEDIMENT NMIOF SILT FENCE AROUND ` � \ �j 'o I■■�..\ '� �72 BASIN AND CONSTRUCT PERMANENT SWALE#1 WITH LINING AND ANY o
LAYDOWN&STOCKPILE /� / •� A 1 I■■■■■1111..-` `\r" 04 I/ �//p ,j/ ADDITIONAL PAVING. IMMM '
AREAS // 0 •/ N /�\ �� ■■■■■■■taIt\ --� r
8. SEE SHEET C3.0 FOR FINAL GRADES AND LAYOUT.
/ .4\ E� "z \ l■■■■■■■■■■■l �v / ,/
�fM' Wky cam \�■■II�,■■■■�■�■� i\ a`�// / 9. REMOVE ALL SPOILS FROM SEDIMENT BASIN AND WASTE OFF-SITE(OR
/ /CPO i/ WOOD 4•, \ / \ ,■■,■■�■■■■■■■■,• \�E�1 �� /// / SPREAD ON-SITE WITH EXPRESS GENERAL CONTRACTOR APPROVAL). ill
/ / /1 : ■■■■■■■■■■■■■■�� O IPF,� O¢ STABILIZED, REPAIR ALL DISTURBED AREAS TO FINAL GRADES40, \� ,/ ■■II■■■■■■■■■■■\•‘ \ \
/e�. n \�•I \. _ Q/ 10.CONTACT THE DEMLR RALEIGH OFFICE(919)791-4200 TO FOR AN
INSPECTION. IF APPROVED,REMOVE ALL EROSION CONTROL DEVICES AND
)I \ t• �' ✓ A �■A■■ ■�► \ \ / , STABILIZE THESE AND ANY RESULTING BARE AREAS. m.E
/ ��� \ AREA RESERVED N /
ttii
{ \ MIME FOR SEPTIC FIELD■■B■L\ Or 20:pusI/C 1 AREAS E ARE PERMTER ANENTLY SSTABILIZED.AFTER PLACEE LEFT IN UNTIL
NS LPERMANENTL ALL DY
/ /I 0 /\r / \ \ \ \ \ `B' 71,1.......11........U; //&P ' IAN B ui STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND m
/ate^ _ / /4 PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN2/ I� ,A_ \ \ ■■■■■■■�■■■■■■I `y{//��, r/// AT REMOVED AND GROUND COVER IS NOT ADEQUATE. SEDIMENT BASINS MAY o
�11 \ \ ■■■■■■■■■■■■■I{ I // / NOT BE REMOVED OR CONVERTED TO PERMANENT SCMS UNTIL ALL
\ / \ ,■■■■■■■■■■■.;f/�' /sue >%/ UPLAND AREAS ARE PERMANENTLY STABILIZED
��a /�/,,( y\ \ ' \,O■■■■■■■■■,/ /�y// / 12.ONCE ALL CONSTRUCTION IS COMPLETE AND VEGETATION HAS BECOME 0,;
OQ/ // f �'' 'b \ !,/ m� \ ,■■■■■■■■II.� �/ // ESTABLISHED,CONTACT THE DEMLR RALEIGH OFFICE [phone]
j / / // /9h \ \ \ \,■■■■■■��/r/ �'t• p267 / FOR A FINAL SITE INSPECTION COORDINATOR:
/,�0/ /�� Jf �O j �/ 111111MNIV♦; / ////-- 13.WHEN THE PROJECT IS COMPLETE,THE PERMITTEE SHALL CONTACT Blair Pittman
W / �'"� ,,, / / / / / / / _ / \ / / F/O / / / / DEMLR TO CLOSE OUT THE E&SC PLAN.AFTER NOTIFICATION OFPI OQ �� �/ / / / / //-
/ / G '.:`r \ I ,■■, / - /// / PROJECT CLOSE-OUT, PERMITTEE SHALL SUBMIT NOTICE OF DRAWN BY: 1
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EX. FIRE HYDRANT ,/ 1-800-632-4949
L15 AUGUST,2024
EX. POWER POLE @ North Carolina One-Call Center,Inc.
PROPERTY LINE -- SITE PLAN NOTES: 23-0076
EX. EASEMENT LINE 1. TOPOGRAPHIC,PLANIMETRIC AND BOUNDARY INFORMATION ARE OBTAINED FROM REVISIONS
A LAND TITLE SURVEY FOR ZPL HOLDINGS NC,LLC;ZATKOFF PROPERTIES I EROSION CONTROL
BUILDING SETBACK LINE PREPARED BY 3, SURVEYING,80PLLC, , BOX 01- BAILEY,9 NC 27807 APPROVED FOR No. DATE DESCRIPTION REV.BY pLAN-PHASE II
OF PO BOX 103, BAILEY,NC 27807; PHONE:[phone], DATED:
EX. OVERHEAD UTILITY LINE -OHE-OHE-OHE- 03 25 2024.
EX. STORM CULVERT 2. THE RECEIVING WATER COURSE IS CEDAR CREEK AND LIES IN TAR RIVER A
BASIN.O PERMITTING
EX. WATER LINE -w w w 3. SUBJECT PARCEL LIES OUTSIDE OF WATER SUPPLY WATERSHED.
4. PROPOSED DEVELOPMENT LIES OUTSIDE OF SPECIAL FLOOD HAZARD ZONE PER A
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NEW WATER LINE -w w w- FIRM PANEL#3720184400K DATED 16 APRIL 2013.
5. PROPOSED DEVELOPMENT LIES OUTSIDE OF EXISTING WETLAND. NOT FOR CONSTRUCTION 51,4 20 Q 2 •
NEW STORM DRAIN LINE 6. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF
FRANKLIN COUNTY SPECIFICATIONS AND DETAILS.