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ANGIER NORTH CAROLINA 27501 SHEET INDEX a o 44
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C2 EXISTING CONDITIONS SHEET >"'F A W
C3 PRELIMINARY SITE PLAN m z Z O
C4 STREET"A"PLAN AND PROFILE A v w a U
CS STREET"B"PLAN AND PROFILE
C6 JOHNSTON COUNTY UTILITY DETAILS ¢ Z
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OWNER/DEVELOPER CIVIL ENGINEER SURVEYOR
APPRVEFOR
BCE REAL ESTATE HOLDINGS,LLC. FREEDOM FIRM P.C. (C-4768) BENTON W. DEWAR(L-3040) CONSTRUCTION
6735 BENSON HARDEE ROAD CARLOS S. BAGLEY,PE 5920 HONEYCUTT ROAD
BENSON NC 27504 162 FLORA DRIVE HOLLY NC 27540 PROJECT NO.:20-015
> SPRINGS, DRAWN BY:CSB
BENSON,NC 27526 PHONE: [phone] CHECKED BY:CSB
NOTE:ALL WORK MUST COMPLY WITH APPLICABLE [phone] ISSUED FOR:PERMITS
NORTH CAROLINA BUILDING CODES,HANDICAPPED
ACCESSIBILITY CODE VOL.IC.,AND WITH JOHNSTON 1
COUNTY AND NCDOT STANDARDS,DETAILS AND
SPECIFICATIONS.

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SITE PLAN INFORMATION: r�.„`'F/ ,
1. OWNER: BCE REAL ESTATE HOLDINGS,LLC. //- �`,`��� �:
2. STREET ADDRESS: 1886 OLD FAIRGROUND ROAD o T r!
ANGIER,NORTH CAROLINA 27501 / / / / v N, A / / 16.1
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3. P.LN.: 161400-87-8467 ( / / / A1116.. /,��� ir;O IIIIj
4. LAND USE(EXISTING/PROPOSED): SINGLE FAMILY RESIDENTIAL \\\ 1 \ \ \ \�\\\ \ NIF / I I / I / / / / o I\ I // /// [--\I\ '`m%`-Q u����� 1
5. TOTAL NUMBER OF LOTS: 17(AVERAGE SIZE 43,250 SF) \ \ /) \"N \\\�\RYARMSTRONG R I / / / m \ \ / • N/F \ Iro r
6. TOTAL AREA: 18.17 ACRES
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7. CURRENT ZONING: AR \\\,c4y��yy; ,,•`"`�\\ \\ �5� \\\\\\\\ \\ I / lE- 1�70'62�\— SCALE: 1"=1,000' Z8. BUILDING SETBACKS: FRONT-25 FT. \ `€M�`61AT8\br, \",♦` \ 4SIDE-5FT. \y1 E\\`\\ .4,.. ��+LSO \�-. � \ \\ I / _REAR-5FT. �44Si�4+O4,..4.\\ \ \\\\ \ \ (�41 \ \\ IIy ! / — ._. - : U /��TIME-1E2LA D�RI �+N,�OV�..itS \\ `ll \ 26,68 S .61 AC I/ ) �O / I 4 N I-I a9. DENSITY SUMMARY: (50'PUBLIC RON) 4���:�O4♦•�`\� \ \ \ s"\\ 6, J4 \ I IN� / - -' -MAX DENSITY(AR) 1.5 UNITS/ACRE'18.17 ACRES=27 UNITS MAX �♦�"+ii lQ�O\ \\ \ 4Q S\ o AC \ 1 / //I / ._ [� W
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PROPOSED DENSITY (17 UNITS/18.17 ACRES)=0.94 UNITS/ACRE I O1:11•44.4 4J0S\ \ \ I I 1 \ \ � / J ^ _ I I ,�o a
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10. IMPERVIOUS SURFACE AREA: / 1 I O� .♦, .„O� \ I I 1 1 '�'\ I/b 1ii,I/ I ,, f SITETRIANGLE d v
MAX IMPERVIOUS 2.72 ACRES ,5%) j / I I ` t�:1'4.)4 I 4. I I I I \ \ �.$A . /Ai (N / \„ I 6/ 1 '� 38155 SF/ 8/I S. Q- UU
STREETS 0.61 ACRES( ' i260-- I/F I 1 ipQ♦�+,i�0�` I 1 \ 'h ¢F
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MAX IMPERVIOUS PER LOT 5,406 SF LORENZO GOMEZ I .�``�t♦�O"`I I I I 1` 16,6 r`� s\ \ I/ /r \\ \ / El d-, A
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12. WATERSHED DRAINAGE AREA: HOOKS BRANCH(C,NSW)TO NEUSE / / o �♦♦"`�+�0" \ \ I �/ / \ \ \ \\ \ - - —R/W— - - z a
NOT IN ENVIRONMENTALLY SENSITIVE AREA J h �+•�p+A+•�•O \ \ \ \ �\ \ -\`� AICKI K JlI/ \ \
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JOHN H.SEALEY,JR. / / / / / / // JOHN H,JR.&MARIE \\\\ \1 \ I \ - — \ \ "' ' 3/24/2021
PIN:161400-76-9592 / / - / SEALEY \\ \ \\
/ DB 290 PG 836 / / / / PIN:161400-86-5608 \,
TYPICAL CROSS SECTION / / / \ •C\` \-
DB 08Z7 PG 577 "�'o FI5
PROP. FOR PROPOSED 20'ROAD PROP. / / / / \ - - '
(RAN) PROPOSED 50'RNV (R/W) �i.F'•••" +M.o''•
25,0"(TYP.) � 25,_0„(TYP.) `.�?•4pRPOI�TF �,':
if i SEAL
C4768
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6'-0" 10�_0" 10�_0,� 6�_0„ 6,_0„ :"- •• '//CARo'•
•
SHOULDER SHOULDER
1"PER FT. f-CROWN 1/4"PER FT. 1"PER FT.. ,
3,7 3:1 °. .-.. f6 a 3:1 3;1
1 1/2"S 9.5 B SUPERPAVE APPROVED FOR
ASPHALT MIX 81 ® CONSTRUCTION
8"ABC ON •ap
COMPACTED GRADE
PROJECT NO.:20-015
ff,, ,1102, DRAWN BY:CSB
CHECKED BY:CSB
PROPOSED ROAD SECTION DETAIL Know what's below. ISSUED FOR:PERMITS
TYPICAL DETAIL Call before you dig.
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ilh. --� ��� UTILITIES AND STORMWATER DEVICES.ENGINEER,OWNER,
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\ \ \po +X d 111\h �\ \,..„ 17 INV.OUT 1 04 AC. rNNy \
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\ \ \ Z ^ 1\ \ — — — 1 ' 3/4"WATER \ \ \\ RIGHT OF WAY W 0 W
c DZy, —� — =�1�� SERVICE(TYP)
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\\\\ \ \ \ 91 / I 1 I \ L� 0\I F\ \ \ ` \\ \ \ ROADWAY CENTERLINE W�''\ EDGE OF TRAVEL LANE 1 I \ v \ \ �\. ,/\� RIGHT OF WAYIT IS A VIOUTION OF LAW FOR ANY PERSON.UNLESS
PROFESSIONAL ENGINEER,LANDSCAPE ARCHITECT,
\Z0 \ I 1111 \ \ \ I\\ \\\\)©,/
\ \ \\ \\\\Y \ 9'MIN. PAVED TURNOUT THISOR LAND SURVEYOR TO ALIER ANY ITEM ON THIS
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R
\ \ I I I I 11I I \ \ \ \ _ \ TO CBU (PAVEMENT STRUCTURESEAL AND ADD THE NOTATION"ALTERED Br
Z 25' TO MATCH TRAVEL LANES) FOLLOWED osscwRrioR or THE ALTERATIONS.
SPECIFIC
MIN. MIN. MIN. CONCRETE PAD
STREET"A"-PLAN VIEW
FOR C8U (PER USPS)
SCALE: 1"=50'
CBU (ACCESS FROM PAD)
5 TURNOUT 2'
g .
/CBU
PVI STA:1,00.00 285' o o F11711.-
285' o PVI ELEV:273.96K:21.19 8 8 ,
II f I LVC:170.00 ° ° 0_� 02�
r HIGH PT.STA:0+89.16 \/ FREEDOM FIRM,P.C.
A, HIGH PT ELEV:272.28 162 FLORA DRIVE
280' ¢0 280, CONCRETE FOR CBUAD BENSON,NORTH CAROLINA 27504
Wr OW
NOTE:
i2 5- 2 SEE FIGURE 1 PAGE 39,"NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION MAINTAIN RN OFFSET
o N N II AROUND CBU TURNOUT
>
STANDARDS JANUARY 2010"FOR LOCAL AND COLLECTOR ROAD DIMENSIONS. ZH CARO
U'J NU Lu
-EXISTING—No
-U> U> :213 Q.••OFE.SS/OCv.
275' m _4/ GRADE >W 275' :e
m w " FIGURE 1 r. s
— / �\ A 41 16
3sogi CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND ':Fyc ce
�� �\ COLLECTOR SUBDIVISION STREETS
270' PROPOSED •=.. 270'
' GRADE S.B ,.
3/24/2021
�\ 6^S 3'MIN COVER 620
`INSTALL APPROX.30 LF OR 27`` ' 265' ���ORPORq N.n
265' \
BORE&JACK WITH 12" - -
- STEEL CASING PIPE 24"MIN
20LF-6"DIP sSEAL, °
18"RCP _ :z c�arsa
260' I 260' ON CAROfi:
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n/7 ^n n/7 NW NW NW n5, N NO m2O IOm rog APPROVED FOR
NN NN NN NN NN NN NN NN NN NN NN NN CONSTRUCTION
-0+50 0+00 1+00 2+00 3+00 811
® PROJECT NO.:20-015
DRAWN BY:CSB
�10� CHECKED BY:CSB
STREET"A"-PROFILE VIEW ISSUED FOR:PERMITS
HORIZONTAL SCALE 1"=50' Know what's below.
VERTICAL SCALE:1"=5'
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_ / / / _. - 3/4"WATER I DA=11.90 AC; I-i N I-I Q"I
2"PERMANENT w/FES EACH END I \ OWNER WITH AS-BUILT SURVEY OF ALL INFRASTRUCTURE,
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/ / // ` ��. _ �_ ���!`- / \ \ 2"PERMANENT \ _ BONDS AND SURETIES SHALL REMAIN IN PLACE AND ACTIVE 1-1 tx
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IT IS A VIOUTION OF LAW FOR ANY PERSON.UNLESSCOPYRIGHT 0 2D21 FREEDOM FIRM,P.C.
ACTING UNDER DIRECTION OF A LICENSED ARCHITECT
PROFESSIONAL ENGINEER,LANDSCAPE ARCHITECT,
DOCUMENT IN ANY WAY ANY LICENSEE WHO ALTERS
R
.03
FOLLOWED BY THEIR SIGNATURE AND SPECIFICSEAL AND ADD THE NOTATION"ALTERED Br
280' 280r DESCRiRrioN or THE ALTERAnoNS.
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g+J PVI STA:2+25.00
,7 w PVI ELEV:263.59
K:200.00
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L. PVI STA:3+75.00 PVI STA:6+00.00- - - - - -
\ PVI ELEV:258.34 PVI ELEV:25721- _
o in 08 o'ro K:33.33 K:66.67 _ 270, _270' \ _ LVC:100.00 _ _ LVC:100.00
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PROJECT NO.:20-015
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 811 . DRAWNBY:CSB
��� CHECKED BY:CSB
ISSUED FOR:PERMITS
STREET"B"-PROFILE VIEW Knowwhat's below.
HORIZONTAL SCALE:1"=50' Call before you dig. C`
VERTICAL SCALE:1"=5' J

NOTE:
�"S.S.BRIDLE RODS BE 1.MIN.OF 4 CU.FT.STONE(MORE IF REO'D).
FASTEN BRIDLE RODS TO FITTING %"S.S.DRIDLE REDS SHALLHEL BE PIPE. 2.CONC.THRUST BLOCK TO HAVE MIN.OF 6 SQ.FT.BEARING ON CA
WELDEFLANGE USING("TURNED EYE BOLTS. WELD AREAS SHALL BE PAINTED WITH SOLID BANK(MORE IF REQ'D.). Z
2 COATS OF NBUP BASE PAINT. 3.DRAIN HOLES AND FLANGES SHALL BE CLEAR OF CONC. 0
4.FIRE HYDRANT BARREL SHALL BE PLUMB. '1
STAINLESS STAINLESS STEEL SPACERS 5.ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST BE CONCRETE THRUST BLOCK �-I f 5" ,7
NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST FEDERAL AT45°BEND. FW4
SAFE DRINKING WATER ACT REQUIREMENTS. 1
ENCLOSE ENDS WITH SEE THRUST BLOCK DETAIL
BRICK MASONRY&GROUT THRUST COLLAR FOR DIMENSIONS OF BLOCK. NOTES: 1
1.VALVE MARKERS SHALL BE 18^�DrEx nscs lug M
to
PLACED AT RAN.
2.LETTERS"MV"SHALL FACE
COAT HYDRANT BONNET AND NOZZLE CAPS TOWARDS VALVE. 6'usow,w,uans qul PAINTED BLACK
III 1 3.MARKER SHALL HAVE BRASS CAST IN CONC.&
W/"ALERT"REFLECTIVE FIRE HYDRANT PAINT OR BRONZE EMBED ON TOP FINISHED GRADE II' SILVER MODEL#1440 OR SIDE. 3'-6° -II -IL-
4.CONTRACTOR SHALL STAMP 4 EA.-#3 REBAR
.. PUMPING&HOSE CONNECTIONS DISTANCE TO CENTER OF (1 EA.CORNER) a
#67 STONE FILL EQUAL TO COUNTY STANDARD 10'MAX. VALVE INTO EMBED.
g-g NOTE: 5.BLOW-OFF ASSEMBLY SHALL or
L� BREAK RING TO BE SET WITHIN 2"-4" ALL PIPE SEGMENTS LESS THAN INCLUDE 1 EA.MARKER W/ SQUARE MARKER
PLAN FINISHED GRADE OF FINISHED GRADE 2/"S.S.THREADED RODS IS'SHALL REQUIRE RODDING. BO"OR"MV"CAST. , i
WITH BEVELED CORNERS
STAINLESS STEEL SPACERS VALVE BOX CONCRETE THRUST BLOCK
__- «.;Y AT 90°BEND.
NOTES: II-II ■■I I-III-III I III III HYDRANT TEE SEE THRUST BLOCK DETAIL
_ _ _ FOR DIMENSIONS OF BLOCK.
1.CARRIER PIPE SHALL BE D.I.P.UNLESS EXPRESSLY 120' 120° -I I I7 " III-III=, I I II I WATERLINE SIZE VARIES ROD REQUIREMENTS r)
APPROVED BY THE COUNTY. SBURY PECIFIED II-IlI II-" SEE PLANS VALVE MARKER DETAIL
2.STAINLESS STEEL SPACERS SHALL BE USED.NO CARRIER PIPE �ME SIZE OF 45°BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED z
TIMBER SKIDS ARE ALLOWED. NOT TO SCALE
3.TWO SPACERS PER JOINT SHALL BE USED FOR D.I.P. CONCRETE THRUST BLOCK I__I
CARRIER PIPE. 120° I I I I1''L W 6" 4,328 2Cr)0 W
8"
4.THREE SPACERS PER JOINT SHALL BE USED FOR STEEL ENCASEMENT PIPE CONCRETE THRUST BLOCK 7,694 2 11 A
PVC CARRIER PIPE. CONFORMING TO ASTM --
SECTION
5.ENCASED BORES ALONG GRAVITY COLLECTION SPECIFICATION A252-61 GRADE 2 GATE VALVE 12" 17,312 4 O
SYSTEMS SHALL NOT REQUIRE BRIDLE RODS. AND A BITUMINOUS COATING ON VALVE SHALL BE PLACED ON THE 1
a THE OUTSIDE. #87 STONE FILL WATER MAIN SIDE OF ROAD DITCH 16" 30,779 6 Icy" N I--I
6.2 EA./a"S.S.BRIDLE RODS SHALL BE REQUIRED ON _ III 7 h-I
ALL LINES 8"0 AND SMALLER.4 EA.ate S.S.BRIDLE (4 C.F.MIN.) Q
%"TYPE 304 S.S.THREADED RODS 20" 48,091 8 _-I I I l
RODS SHALL BE REQUIRED ON ALL LINES 10"0 AND HYDRANT LEG TO DIP MIN.2 EA.PER SEGMENT I--I
LARGER. OR 24" 69,252 10 I--1 0 H
7.CARRIER PIPE SHALL BE INSTALLED USING'FIELD PAY ITEM Aqua-Grip"RINGS OR ROMAC I-
III III 3'MIN. II
GRIP RINGS MAY BE USED AT rh�-•,,
LOW GASKETS OR APPROVED EQUAL. FIRE HYDRANT ASSEMBLY INCLUDES _ ,--,d V
JOINTS IN LIEU OF THREADED RODS �-III-I ,��jy
ALL ITEMS EXCEPT MAIN LINE TEE I I I_I I I_I I I-III �' Z x' 4 H
GENERAL NOTES h
1.RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS STEEL. "I F a4
2.CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. I--I
STANDARD BORE ENCASEMENT FIRE HYDRANT A EMBLY _ a z z
NOT TO SCALE IIIIII-III-III-III-III-III- 1' 12" IN. 1 o
NOT TO SCALE I I -I I 1(24"IN NCDOT ROW) D4U
"FIRE HYDRANTS INSTALLED ON EXISTING 6"WATER MAINS,MUST BE INSTALLED USING A 6"56•' I-III-III-III-III-III- CLEARANCE
TEE CUT INTO THE EXISTING WATER MAIN.FIRE HYDRANTS INSTALLED ON EXISTING WATER 1-III- 4 O
MAINS LARGER THAN 6",CAN BE INSTALLED USING A TAPPING SLEEVE AND VALVE ON THE VERTICAL BEND RODDING I -I' GO 0
EXISTING WATER MAIN. PROPOSED WATER MAIN I=I I III- U1
AND BLOCKING DETAIL �'
NOT TO SCALE r l ~�y
NOTE: V IF-Ir-11
1.ALL TAPS 2"AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. EXISTING STORM SEWER 0
ALL TAPS LARGER THAN 2"SHALL BE MADE WITH TAPPING SLEEVE
AND VALVE.NO DIRECT TAPS SHALL BE MADE. 1 ,
2.ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST
NOTE:PIPE SHALL BE BEDDED UP TO BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST
SPRING LINE AND MINIMUM 4"BELOW FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.
BOTTOM OF PIPE WHEN WET AREAS ARE NOTE:
ENCOUNTERED. WATER LINE SHALL BE DUCTILE IRON PIPE
HAND PLACED TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR"CC" AT ALL AREAS WHERE MIN 12"CLEARANCE
DENSELY COMPACTED THREADS WITH DOUBLE STRAPS,FORD S-90,MUELLER CANNOT BE MAINTAINED.INSTALL AT LEAST
BACKFILL TO 1 FT. 'IF" BR2B OR APPROVED EQUAL. ONE JOINT CENTERED OVER STORM DRAIN. COPYRIGHT 0 MI FREEDOM FIRM,P.C.
ABOVE TOP OF PIPE II._1..
I UNDISTURBED EARTH TAPPING SLEEVE SHALL 5 OR IT IS A VIOUTION OF LAW FOR ANY PERSON.UNLESS
BRONZE FOR"CC"THREADS,S,FORDORD 5-7W70, PROFESSIONAL ENGINEER,LANDSCAPE ARCHITECT,
k ELECTRONIC MARKER BALLS AT 100'ON MUELLER H-134,JCM 403 OR APPROVED y STORM PIPE O.D.+3' r THEIR
PIPE CENTER 8 AT BENDS.MARKER BALLS SHALL EQUAL FOR SDR-21 PVC. DOCUMENT IN ANY WAY.ANY LICENSEE WNO ALTERS
BEDDED PIPE 0 op, BE INSTALLED AT 1112 TO 2.DEEP. EXISTING STORM PIPE FOLLOWED BYSEAL AND ADO THE NOTATION"ALTERED Br
THEIR
SIGNATURE
AND SPECIFIC
NOTES: PROPOSED WATER MAIN
i!���� NOTE:MARKER BALLS SHALL BE INSTALLED 1 EA.JOINT OF DUCTILE
..'1 CONCURRENTLY WITH PIPE.MARKER 1.CONCRETE SHALL BE 3,000 PSI MIN.
SHAPED E B 2.CONCRETE FOR THRUST BLOCKING SHALL IRON PIPE CENTERED
SHALL PROVIDE BEARING \,_� BALLS SHALL NOT BE INSTALLED AFTER UNDER STORM DRAIN
II-`�.l BE KEPT FAIRLY DRY,THUS MAKING THE
F TRENCH HAS BEEN COMPLETELY IF TOP OF PIPE IS
ALONG ENTIRE LENGTH •1..: = BACKFILLED. �� 0 CONCRETE WEDGE SHAPE MORE EASILY
OF PIPE BARREL j` CLASS 200 �� \ FORMED WITH THE WIDEST PART WITHIN 3 FEET OF
•1/2 PIPE O.D. . BOTTOM OF STORM PIPE. 12"MIN.
'. ,` POLYETHYLENE �, __ (BLOCKING AREA)AGAINST UNDISTURBED (24"IN NCDOT ROW)
24"+0.D.MAX. ��� ,'��• \ 3.O CONCRETE SHALL COVER ANY BOLTS CLEARANCE
12"+O.D.MIN. / � CORPORATION STOP SHALL B '� \ OR GLANDS.
NOTE: 0 BRONZE WITH"CC"THREADS ` 4.ALL FITTING AND ACCESSORIES TO BE •
/ ' 0(' WRAPPED WITH 10 MIL POLYETHYLENE WATER MAINS 8"0 AND SMALLER SHALL / AND RATED 300 PSI,MUELLER 1
HAVE MINIMUM OF 3'COVER.WATER 0A / *j B-25008,FORD FB-1000-NL,OR 'y PRIOR TO POURING BLOCKING. NO.57 WASHED STONE
MAINS LARGER THAN 8"0 SHALL HAVE A APPROVED EQUAL \ it 5.VOLUME OF THRUST BLOCKING SHALL BE 10'MIND.I.P.OR _ _ 10'MIN D.I.P.OR _
MINIMUM OF 3'-6"COVER. �.. / '\ ..�� AS SHOWN ON THE THRUST BLOCKING El F� HDPE FUSED PIPE T HDPE FUSED PIPE -1 1.1.
SCHEDULE.
PIPE LAYING CONDITION fs
DUCTILE IRON PIPE P.V.C.PIPE �� STORM SEWER CROSSING DETAILS
NOT TO SCALE (CLASS 50 CEMENT LINED) (CLASS 200) �,� X� NOT TO SCALE
NOTE:ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN. /� MIIII= _IIIIIrIIIIII_ N FOI
-. -\7IIIII_ 1'IIIII,. I l'lll11=1 CONCRETE BLOCKING S
STANDARD WATER TAP DETAIL - 6" Ali, :,,M, FREEDOM FIRM,P.C.
NOT TO SCALE MIN. "•' EXIST.WATER MAIN
-1- ^;.„t:1•", 162 FLORA DRIVE
'fir _- NN �n.1=II.- "• BENSON,NORTH CAROLINA 27504
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS k ASSIII11.1 }..•..,,
VALVE BOX COVER
FINISHED GRADE DISTANCE AS NECESSARY TO SET Xfi �II'r7'II ,���„
iy2" 7yz"MIN. BLOW-OFF IN AN AREA WHICH WILL ' CA
IN PAVED AREA L1„ ALLOW FOR POSITIVE DRAINAGE UNDISTURBED o''(H•••RQ�/•,,
FINISHED GRADE
-- IN UNPAVED AREA SOIL(TYP.) �,•;pF�S/O•••,.1;
`' TAPPING SLEEVE _ t 4 �!'•
BASE COURSE MMt__- --- PAVEMENTGRADE PLAN BENDS PLAN TEES S -
- FINISHED GRADE _ 41 1B
_ CONCRETE TAPPING VALVE
__ -- -- PROTECTOR SEE VALVE BOX
/y TAMPED BACKFILL INSTALLATION 4"MIN. 18"MIN.-10"0&LESS TER WITH VALVE BOX •.""". 65'
TAMPED BACKFILL J-_-- 2 M - 0&GREATER 18" / NEW WATER MAIN •"
___ - VALVE BOX _ 4" IN. 12"
--- - 5/8"TYPE 304 STAINLESS STEEL = ICIgq VALVE .�■,1 45 MIN 'I ••S-Q ,
_-_-_ - THREADED RODS(MIN 4 EA.) 11 BOX I I �� """' 3/24/202)
-- TAMPED - BACKFILL THREADED COUPLING I :II
--- - -- BACKFILL _- a=;,=n=„=n=- 2 GVIu= LnRM TAMPED Ll p„Lu=.;, 2'BRASSNPPLE m /�yam' '-% moilii =II Gy TAPPING SLEEVE &VALVE ASSEMBLY
WATER MAIN --- --' = n= __OR D.I. �ya@ `� 1'lll1 ` I. ,,,,,,
VALVE �_ _=D I PIPE��I+I-I _ ms„ I ..,, "'.
.11 11= NOT TO SCALE ,",OOM•F/R�'•,
•
• _ CONCRETE BLOCKING _per ""Q�;•"RpOI�••�'�
2"BRASS NIPPLE --- MIN.1/3 C.Y.AT 3000P.S.I. ,k,1 QO TW".(1%
TAMPED BACKFILL-/ BLOCKING CONCRETE THRUST -u OR D.I. S
u,.n null
SECTION COLLAR (MIN.6^IN LENGTH) SECTION X-X PLAN&ELEV. 3 i SEAL E
M J.CAP W/ BENDS&TEES PLUGS U :
2"THREADED TAP NOTES: •1Zo fi'
i.
5'MIN. f 2"BRASS PIPE 2z D „ D 1.TAPPING SLEEVE SHALL BE FABRICATED OF TYPE 304 OR •""'P' CAR°•^•
OR D.I. S1z' m Hs �BEND .�/zIaEB . 1 .
. Ala° . IGD 316S.S.AND PROVIDE A360°SEAL AROUND EXISTING
NOTES: (MIN.12"IN LENGTH)
1.D.I.P.MAY BE USED FOR VALVE BOX EXTENSIONS. ° "' +_ ° ° • ° ° ° ° °' +° ,s• PIPE WITH FULL CIRCUMFERENTIAL GASKET.
2.VALVE BOX SHOULD NOT CONTACT WATER MAIN PAY EM - ° ,o u r ,o ° ° ° a ,n ,o a ,r r INCLUDESA ALL ITEMS 2.TAPPING SLEEVE SHALL BE JCM 432,MUELLER H-304,
OR VALVE.
3.CONCRETE PROTECTOR RING SHALL BE USED IN °• 1, 1, ,v ,o' °' °' °• 8' ,r ,r a x° FORD FTSS,ROMAC ST III OR APPROVED EQUAL.
ALL UNPAVED AREAS. ,m ,s ,. ,o• ,z ° ,o ° ,o ,. ,a zs 3.ALL MATERIALS USED IN THE POTABLE WATER SYSTEM APPROVED FOR
4.ALL MATERIALS USED IN THE POTABLE WATER PERMANENT BLOW-OFF ASSEMBLY ,a MUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE CONSTRUCTION
3, R F SAFE DRINKING WATER ACT
M
SYSTEM MUST BE NSF61 AND NSF372 CERTIFIED R LATEST EQUIREMENTS.
FEDERAL
AND MEET THE LATEST FEDERAL SAFE DRINKING NOT TO SCALE ,° 22 ,° ,° ,s ,o. a .. ,a ,s ,a ,e x
WATER ACT REQUIREMENTS.
,° m xr ,1, ,° ,r ,° ,r IT 1, 2, xo PROJECT NO.:20-015
811
0
NOTES: xm m x°• z°• ,e ,e ,a^ ,r r ,r ,° u m
VALVE AND VALVE BOX INSTALLATION 1)THE TOP OF THE BLOW-OFF STANDPIPE SHALL BE NO DRAWN BY:CSB
MORE THAN 4-6"BELOW GRADE. ��� CHECKED BY:CSB
NOT TO SCALE 2) BLOW-OFFS SHALL BE LOCATED IN AREAS WHICH WILL ALLOW FOR POSITIVE DRAINAGE WHEN UTILIZED. THRUST BLOCK DETAIL ISSUED FOR:PERMITS
3)ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST NOT TO SCALE Know what's below.
BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST
FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.
8 l l before you dig.

CHANNEL SCHEDULE I
/ BOTTOM WIDTH SIDE SLOPE CHANNEL SIDE OF 1IF"LI>
\ ACTUAL CHANNEL ROADWAY FROM V ..�'
EROSION CONTROL LEGEND \\ CHANNEL ROAD (FT) (H:V) GRADE(%) LENGTH FROM STATION TO STATION 0+00 PERMANENT LINING TEMPORARY LINING
PROPOSED SITE GRADING&EROSION CONTROL NOTES: 1 street A 0 3:1
3.50 90 o+oo o+so LT Grass Sod S75 /�1
2 Street A 0 3:1 3.50 90 0+00 0+90 RT Grass Sod S75
LIMITS OF DISTURBANCE (1) SEE GENERAL NOTES,SHEET C2. ' • r
3 Street A 0 3:1 4.52 190 0+90 2+80 LT Grass Sod S75 `, ,Z
SEDIMENT FENCE SF a street A 0 s1 as2 1so o+so z+8o RT crass sod s]s g♦� ,`�� I O
TEMP.SEDIMENT FENCE OUTLET -� �- (2) DISTURBED/DENUDED AREA:375,309 SF(8.62 ACRES) IIII r' /'�-
}�} 5 Street B 0 3:1 4.00 210 0+15 2+25 LT crass sod 575 rilk j
mi
TEMP.INLET PROTECTION El (3) ALL DISTURBED AREAS SHALL BE SEEDED,MULCHED OR 6 street B 0 3:1 4.00 210 0015 z+zs RT crass Sod s]s /M•ISM „" `- ,
OTHERWISE STABILIZED WITHIN IN ACCORDANCE WITH THE 7 Street B 0 3:1 3.50 150 2+25 3+75 LT Grass Sod 575 a11 Mr-'iiiirAN'
TEMP.CONSTRUCTION ENTRANCE 6:::::: NPDES TIME FRAMES LOCATED ON THIS SHEET AND WITH ETV
THE TEMPORARY SEEDING SCHEDULE. 8 Street B 0 3:1 3.50 150 2+25 3+75 RT Grass Sod 575
rair-..„,,,I.
put
■NISRO(R1SEDIMENT BASIN BAFFLE 9 Street B 0 3:1 0.50 225 3+75 6+00 LT Grass sod 575 �.t�`•. I ,1/ ,4/ar, _(4) ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS 10 Street B 0 3:1 0.50 225 3+75 6+00 RT Grass sod S75 ♦ir ga mRIPRAP APRON •�S S 4 NECESSARY,AND MULCHED TO MAINTAIN A VIGOROUS, II
11 Street B 0 3:1 2.00 160 6+00 7+60 LT Grass sod S75 `,r ,
DENSE VEGETATIVE COVER. &/``Mif
12 Street B 0 3:1 2.00 160 6+00 7+60 RT Grass sod S75 �' � i
SEDIMENT BASIN SKIMMER CI (5) CONTRACTOR TO SWEEP AND KEEP CLEAN OF SEDIMENT 13 0.11.l DILI,1 3 3.1 2.23 150 B'9 5.6 End Gt. 0 C,..,,^.,d 57C �: . • , a
THE ROADWAY ADJACENT TO THE PROJECT SITE AT ALL a o,.n.,D�,.I�z 3 3.1 o.7s 15o e'9 s,a End Gt,, o c,..,,^.,d 5t5o RR p
TEMPORARY DIVERSION DITCH TIMES OR WASH STATION WILL BE REQUIRED. 15 Outlet Ditch 3 3 3:1 3.00 200 Beg SteEnd Ste 0 crass Sod 5150 iiuiuiii`�o uuiuiiw
HORSESHOE INLET PROTECTION V (6) ALL DISTURBED AREAS SHALL BE SEEDED WITH NATIVE -.T ,����,���� •/O , "'� 1
GRASSES(i.e.BERMUDA,FESCUE,CENTIPEDE,ETC.)TO 4 m ••, 1 /J
SLOPE DRAIN MATCH EXISTING VEGETATION ON SITE. Z
..-- } ' \ / ( /---'-'\ I� o / VICINITY MAP z as
\`\ 1> \�\�\\\\ \RYAN&NHEATHER / J I / / /l/ I\ 't\ m/ i/�gaga /-I \(� \' SCALE: le=1,000' 't x
\\\\ ( \ ,7 ARMSTRONG ( / LIMIT OF \I N/F gaga \ \
\\\\\\� \- ‘\ \\PIN:161400-86-8059 ` ( ( DISTURBANCE(TYP) CROSSROADS DEV.CORP. .-NAI IN EI�` \ - U o Z IE-
IP�IN RTIMBERLAND DRIVE\ \ DB 298 PG 0439 \ \ 1 l t PIN:161400-98-3088 CO L C0�2NER_ 4 /1 ww z
\\� O�IT,R�y50 AO 199 yPUBLIC R/W) \� ��\. \\ - V I DB 4821 PG 160 / fE- 10'10f.662'\_ = 0 O
\ `8�1 5 ♦ '`Owe , \\\ t- 7 _ SCALE:1"=60 a a `"'J
VA\V A ��f��h !,, PROVIDE SILT v \ l
,`"0�a* W FENCE J-HOOKS• \ 11 I ( ./ - EtT±
%J ,t�"`♦♦�'6`♦� ♦♦�- .�\\ \ 1 I \\ � J I / / DUETOMETHODSOFREPRODUCTIONI I \ II �i �ll u)z �Z
-gaga III\0%+•. "�""•\ � `� \ 1 JIII�� /�1z I/ /l1 l'' (��/ A-w . �' (�
6� N/F �0,4,L♦`♦ ( J 114\ \�� �/ U' \ `\ z z ,c
LORENZO GOMEZ I / eNN O IJ ( \ I} ,�/
f PIN:161400-87-5874i / �♦`t��t74,A ( I,I ' I\\ \ \ \ , \ w/ //I ii/ i f\ \ \\26. / 0
/ DB 5488 PG 0130 `♦O♦ 'O♦ �� ,a \ \ "`QQQ"' J ]]] 1'' \ I C/D
/�h tO♦Ova♦*,* I l \I 1 \ \� \ 13 / ^it \\ P4 �"
I gaga h /gaga/ WOO \ \\\\ \ QJ'?" 4 • 7WASH.oUTV,J /
\ \ \\\\\\ \
Sri♦. ; \ VQ \ mom ,i �/F I ( ( ♦♦♦♦f.♦♦�♦f��� I SEDIMENT TRAP#2 TRF T t / a PERMIT BOX AND\
♦♦4' r4 20'Wx40'Lx2'D I/ RAIN GAUGE \\
/ WILLIAM SMITH `♦♦♦�O.• IV I q„1 TA
SPIN:161400-87-5655/ J ♦♦♦V�.♦♦��. (fit •I SpT 1 \ \ .
DB 5007 PG 7 v. v♦♦ty�i ss l 1 y,C ` I o y�I�-,�I p, ,l�/F/� F 1 I \\-
♦ <: W 41 SEDIMENT TRAP#1 1COPYRIGHT 0 2D21 FREEDOM FIRM,P.C.
BREACH POND DAM.fS1jA f \ •AGE w ♦ 20'Wx40'Lx2'D ---- _ IT IS A VIOUTION OF LAW FOR ANY PERSON.UNLESS
AND NOT FILL POND"``` W J ( \� <y� \ ;;T \ EROSION CONTROL PROFESSIONAL ENGINEER,LANDSCAPE ARCHITECT,
♦♦♦♦4°44.�♦4 4/ i1 A.
II �'�I I o�/4 20'450' CONSTRUCTION SEQUENCEOR LAND SURVEYOR TO AUER ANY ITEM ON THIS
SEAL AND ADD THE NOTATION R
•♦ ♦♦4 ♦4♦� h �' CONSTRUCTION
♦O`..O♦4�0, /// Jo I �qyALTERED Br
DEscwPTIONOFTHEALTERATIONS.SPECIFIC
N/F O♦♦O$`♦♦♦♦ft.* /7 ,e / 4- 1, gaga/IT 14 // �/`I , 7., -ENTRANCE\ PHASE 1
GUY&KATIE HARTSELL ♦♦♦♦`CA♦ `� / � v \I � %7 'i�J pQ`-�
PIN:161400-87-4473 ♦♦♦♦`4:A1,♦1 / y� ry�3[ T��;�/y/// /� 1. SCHEDULE PRE-CONSTRUCTION MEETING WITH CHARLES PENDER AT JOHNSTON COUNTY PUBLIC
f1♦♦♦. OQ!�, I I / 2y / / / / N J� / -\ \ UTILITIES(JCPU)AT(919)209-8333.
DB 4,916 PG 893 `♦f�♦O�`♦p�� - T CHECK DAM/ \ � ' / 2. OBTAIN ALL APPLICABLE PERMITS FROM JOHNSTON COUNTY,NCDOT,AND NCDEQ.
/ ♦O♦O`��S♦O`� \ � w/STORAGE HORSESHOE INLET ` ` / 3. PERFORM CONSTRUCTION STAKEOUT.
( I .`♦♦``�♦y,"`�"' \ N' \ / r I \•.PROTECTION(TYP) ,try oom I / 4. CLEAR/GRUB ONLY ENOUGH AREA TO INSTALL INITIAL SEDIMENT AND EROSION CONTROL
f�♦♦♦♦`>C♦♦♦ 6 S( C q \ \ I�� 7/^ MEASURES,INCLUDING BUT NOT LIMITED TO,TEMPORARY CONSTRUCTION ENTRANCE,SILT
�f J .04O`er s1Day W') I `�\ �/ /5^ I I FENCE AND OUTLETS,TEMPORARY DIVERSIONS,AND SEDIMENT BASINS.
N/F I / SILT FENCE w/` /W' \ \ \\ \h \� \\\\ \ \ 7' . /// ep / / 5. INSTALL CLEAN WATER DIVERSION AND SEED AND MAT IMMEDIATELY
JEFFREY&ASHLEY • OUTLETS'W '\ \`\ \ X QO SEED AND
CONSTRUCTION.
GRIFFETH /♦♦ W \� \ \\\ 2so p- / 6. SEED AND MULCH ALL EROSION CONTROL MEASURES IMMEDIATELY
♦♦♦♦q'A ♦4 / \ / / 3 \ / AFTER CONSTRUCTION. t
=
PIN:161400-87-2376 44.4 W♦�""*� W_ • -�\ \ \ \\/ ` / //�OJ / 7. SCHEDULE INSPECTION FOR INITIAL EROSION CONTROL MEASURES WITH CHARLES PENDER AT
DB 5144 PG 584 44`♦O♦O♦♦♦tA♦♦4t _4 7•IN O /
/ JCPU AT(919)209-8333.
�4♦♦♦♦♦ ♦♦Z♦t W ) 8. UPON APPROVAL BY INSPECTOR,COMMENCE GRUBBING,AND ROUGH GRADING.
♦♦♦♦O� �4♦♦♦Q4 a, W / WETLAND --\ w �I \J.'/� 7. 'k� / /
\ ♦4`41+41.V♦♦"`♦Oar / /// ,[1O NOT • ' / / 9. STABILIZE SITE IN ACCORDANCE WITH THE NPDES STABILIZATION TIME FRAMES AND TEMPORARY FREEDOM
N/F 'v�♦`�`♦.4 I6 �`♦♦* 7` .-- , DISTURB /a"� 'I O SEEDING SCHEDULE.
RODNEY&SHEENA JONES 144**4",A n•♦O�o a, W- / / 'f l I / / 10. MAINTAIN SELF-INSPECTION RECORDS WEEKLY OR AFTER A RAINFALL FIRM,P.C.
PIN:161400-87-1115 "♦`.`�♦`♦``♦,♦ / / / / ./ -- / / -/ // / / I / I EVENT IN EXCESS OF ONE INCH IN ACCORDANCE WITH NPDES.
DB 5121 PG 825 "`♦♦`0���"X♦♦`♦�' * W 50'RIPARIAN BUFFER / / y j j j /� - ' FREEDOM FIRM,P.C.
1 �SR5+U 9 N%,f�♦' (MEASURED FROM TOP, / / / 2- �/ /\J / ' J PHASE II 162 FLORA DRIVE
v♦♦♦♦♦�i1�'`♦O♦°`♦f,. W *OF BANK) / gaga / 6 .y // / BENSON,NORTH CAROLINA 27504
I %4 ♦♦ A 4 / / / 11. CONSTRUCT SITE UTILITY IMPROVEMENTS,(I.E.WATERLINE,STORM DRAIN,SANITARY
O♦••♦WOV O♦• / / / _ /
♦♦ • / FINISH INSTALL DRY UTILITIES.
ANV744♦♦♦♦♦ I / 12. FINISH GRADE THE SITE.
N/F 44♦♦`�`�i"•♦„♦O�♦W W * * /W_s'W ( I/r / / gaga / / / / / 13. INSTALL 14. REMOVE AFE PROPOSED ROAD BASE AND PAVEMENT. ,,,,,,,,,,,,,,,,,,,
LL DEBR S AND CONS RUCTION MAT RIA S FROM SITE. dfitH�ARO<in,.'•.,
CHRISTOPHER&KRISTEN ♦O"`♦O"`♦O`Z W W W /w_ / / / /�/// --;-":"/
-/ /� 15. CALL FOR FINAL INSPECTION FOR EROSION CONTROL MEASURES WITH CHARLES PENDER AT =�.'oER D0O' `'V`;
,s RATCLIFF • •4♦♦`♦♦�'♦`♦♦Z� W /W / W / I / / y _ _ P '4q.
♦♦ •♦,♦ �' W * /�LLF / / / 6 -- '�'�J JCPU AT(919)209-8333.UPON APPROVAL BY INSPECTOR,THE CONTRACTOR SHALL RETURN TO a !: E
[7..'1/47
PIDB14594 PG 64864 v�`O�O�♦♦`� a, a, * ,�W/�y�W� j _ _ _ THE SITE AND REMOVE ALL TEMPORARY EROSION CONTROL MEASURES,INCLUDING SEDIMENT - yt 18
♦ ♦� A I J N/F FENCE.
I I I I 4♦♦♦♦O�•�♦�♦♦�4 a, * �/ / 7 /G � 1) ( // JASON WYATT - - A 16. DEWATER SEDIMENT BASINS THROUGH A SILT BAG. REMOVE BASINS AND CONSTRUCT THE
I ',I CHECK DAM I :I CHECK DAM �O♦♦�R•♦♦♦o% /w ,, I I J RADFORD �_ - - \ OUTLET CHANNEL AND STABILIZE THE OUTLET CHANNEL WITH LINER PER PLANS.
HOUSE HOUSE 4♦`+�•.•4 1E W / / I PIN:161400-86-6865 _ 17. CONTRACTOR SHALL INSPECT&MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAIN • •,,•S.B„o'
OR WATTLE AT OR WATTLE AT 4 44,41•4O•4 w .6 v /W/ y/ .v I D 1 28 PG 052 ( / �/ \ EVENT AND/OR A MIN.OF ONCE PER WEEK. """"
'^ DOWNSTREAM I - DOWNSTREAM \�♦♦♦`4t„4♦�p� _ W �,/ )/J ) �- 3/24�2022
I4 4f- PROPERTY LINE I,ter PROPERTY LINE 1.44:4♦ *•.:� %�/ ///7 I / / 18. REMOVE ALL DEBRIS&CONSTRUCTION MATERIALS FROM SITE.
}✓ ♦4��'t•♦♦♦'� / / / `\\I ' \ 19. SCARIFY,SEED,FERTILIZE,&MULCH ALL DISTURBED AREAS IN ACCORDANCE WITH PERMANENT
_ _ ♦t♦�� / / / / t' -/ \ ?6\ I I / / / \ N SEEDING SCHEDULE AND NPDES TIME FRAMES. ,,,,,,,,,
~ROADWAY ~ROADWAY N/F / / / / / 'L� / /�/ N/F " ---' \ / \ N NOTE: THIS EROSION CONTROL SEQUENCE IS FOR ENFORCEMENT OF EROSION CONTROL ;.�FOM•FIl7, A
- - -- -- -- PIHN1 H.H.S ALEY,JR2 /'/ / / / /// JOHN H,JR.&MARIE \,Y \\\\ \ ( /\ \ = /- \ , MEASURES ONLY.THIS DOES NOT IN ANY WAY OBLIGATE OR DIRECT THE CONTRACTOR ON /fie:'ooRPo�TF �,':
/ DB 2�PG 836 / / / / // / PIN'161400-86-5601 \\\�\ \ ` \ \\ \ - MEANS AND METHODS OF HOW TO CONSTRUCT THE PROJECT. _ SEAL 1
/ / / / / /i I / / B 08Z7 PG 577 ' VoR Mfi 9
ft
l. � • ' TN CARo..
f
„k "...
1 1 I I
1 HOUSE I CHECK DAM 1 HOUSE I CHECK DAM
OR WATTLE AT OR WATTLE AT
APPROVED FOR
DOWNSTREAM DOWNSTREAM
PROPERTY LINE y PROPERTY LINE CONSTRUCTION
SEDIMENT BASINS
BASIN/TRAP VOLUME SURFACE AREA SURFACE AREA VOLUME WEIR LENGTH
-ROADWAY ROADWAY # DISTURBED AREA DRAINAGE AREA REQUIRED Q10(CFS) REQUIRED(SF) TOP DIMENSIONS BOTTOM DIMENSIONS PROVIDED(SF) PROVIDED(CF) (FT) DEPTH(FT) SKIMMER REQUIRED ��� PROJECT NO.:20-015
1 0.87 0.87 3132 2.23 970 34 x 54 20 x 40 1344 3632 5.00 2 NO DRAWN BY:CSB
TYPICAL LOT MEASURES 2 0.90 0.90 3240 2.31 1003 34 x S4 20 x 40 1344 3632 5.00 2 NO O
CHECKED BY:CSB
DETAIL
NOTES: ���
ISSUED FOR:PERMITS
1. PROVIDE 10'x20'CONSTRUCTION ENTRANCE
SCALE:NOT TO SCALE 2. PROVIDE SILT FENCE AND OUTLET ON
LOW SIDE OF LOTS TO ENSURE SEDIMENT Know what's below.
REMAINS ON SITE.
3. DO NOT DISTURB DRAINAGE EASEMENTS THAT Call before you dig.
HAVE ALREADY BEEN INSTALLED AND STABILIZED.

50'MIN. MAINTENANCE NOTE:
BUT SUFFICIENT TO KEEP NPDES STABILIZATION TIME FRAMES TEMPORARY SEEDING
SEDIMENT ON SITE 1.PUT SILT FENCE OR TREE PROTECTION FENCE
UP TO ENSURE CONSTRUCTION ENTRANCE IS STEEL RATE
'•' 7,-.4d;V;!,.'''ZR`"!... :A .`; SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS SPECIES DATES
"r,�.:..SA.,.-:s,e`.i,�"•?'-`e`:-1..• USED. POST (LB/ACI cn
C.S,c, ,r , 25'OR WIDTH OF EARTH // O.TI PERIMETER DIKES,SWALES, z
;i Zel"2 8 GE STONE OR0'gEd:./ PROPOSED STREET, BERM QV NOTES: 7 DAYS NONE RYE(GRAIN) 120 DEC 1-APR.15
EXISTING ,...x_'YSURGE STONE OR -•.a 2.IF CONSTRUCTION ON THE SITES ARE SUCH THAT `� DITCHES AND SLOPES 0
ROADWAY;y,•': y WHICHEVER IS THE MUD IS NOT REMOVED BY THE VEHICLE HIGH QUALITY WATER KOBE LESPEDEZA 50 DEC.1-APR.15 y
:RAILROAD BALLAST1 4' GREATER. 1. DRIVE STEEL FENCE POST AT LEAST 7 DAYS NONE
�'%": HQW ZONES GERMAN MILLET 40 APR.15-AUG.15
t §" y.�,v '{,�,�..�:: �;� TRAVELING OVER THE STONE,THEN THE TIRES OF �� 18"INTO SOLID GROUND. ( ) W
4.....1.'s THE VEHICLES MUST BE WASHED BEFORE 4
a:,;,r:44::`:'r•'��;.4};4•iiV BOTTOM ANCHORED IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE RYE(GRAIN) 120 AUG.15-DEC.30
/`"• - -• ENTERING THE PUBLIC ROAD. >. 2. WOOD POST ARE NOT ACCEPTABLE. SLOPES STEEPER THAN 3:1 7 DAYS =
I// WITH STAPLES I' INSTALL BAFFLES AT NOT STEEPER THAN 2:1-14 DAYS ARE ALLOWED SOIL AMENDMENTS
3.MAINTAIN GRAVEL PAD IN A CONDITION TO . 25%,50%&75%OF -i"- '', SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
PREVENT MUD OR SEDIMENT FROM LEAVING ♦ .; BASIN CAPACITY \ FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
PLAN VIEW ALL OTHER AREAS WITH 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
CONSTRUCTION SITE.ENTRANCE WILL REQUIRE �1 i 1 14 DAYS NONE EXCEPT FOR PERIMETERS AND HQW ZONES LB/ACRE 10-10-10 FERTILIZER
PERIODIC REMOVAL OF SEDIMENT-LADEN STONE •`__ SLOPES FLATTER THAN 4:1 MULCH
AND REPLACEMENT WITH FRESH STONE. _
APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING
35'MIN. 15'MIN. NEW CONSTRUCTION . iiiit / WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL.A
EXISTING f f , L'..1_==�,_L ,-- \ +' ,� 6' COIR FIBER DISK WITH BLADESSETNEARLV STRAIGHT CAN BE USED AS a
.. BAFFLES(TYP) A MULCH ANCHORING TOOL.
ROADWAY / • . , TRAP SHOULD DEWATER
6"MIN.I ••;i',:;'r^S r;;.f> :5::]2':1-::' 12"MIN. L , ,� THROUGH RIP-RAP FROM - - I MAINTENANCE
e _L SEDIMENT THE BOTTOM }
a /.a , .G.,;',',.,,,L_ .!. L �♦ TRAP '� _ 'S' IF GROWTH IS LESS THAN FULLY ADEQUATE REFERTILIZE IN
1�''.. ..:.1 . P ALTER FABRIC A. d THE SECOND YEAR ALB/ACR 1 TO S0 FERTILIZER.
OR II
;" COIL FIBER W TOPDRESS WITH 500 LB/ACRE 10.10.f0 FERTILIZER.RESEED, Hy
FABRIC UNDER STONE '.' �'' BAFFLES 6"PVC REFERTILIZE.AND MULCH AREA IMMEDIATELYFOLLOWING .'t
TRAP SHOULD DEWATER EROSION OR OTHER DAMAGE.IF SEEDING IN FALL, �1
THROUGH RIP-RAP FROM ,\ TOPDRESS WITH 50 LBIACRE OF NITROGEN IN MARCH.IF IT �1
CROSS SECTION THE BOTTOM a
LENGTH NECESSARY TO WITH 50 LB/ACRE ROBE LESPEDEZA IN LATE F+I
STANDARD CONSTRUCTION WITH TOP WIRE FEBRUARV OR EARLY MARCH. O
ENTRANCE BETWEEN STEEL POSTS WEIR DETAIL
H a
rA
DETAIL PERSPECTIVE VIEW ICI O
TEMPORARY SEEDING SCHEDULE U g
SCALE:NOT TO SCALE DETAIL 7 Z
SEDIMENT TRAP DETAIL ¢ O
DETAIL SCALE:NOT TO SCALE
STAPLES STRAW BALE ENDERWIRE P48 QQD SCALE:NOT TO SCALE a o o U
(2 PER BALE) 10 MIL PAINTED CG a �i
PLASTIC LINING WHITE BLACK SHOULDERS,SIDE DITCHES,SLOPES(MAX 3:1) M.4•< 1/, f-I
NATIVE MATERIAL SANDBAG W L.1 V V O
LETTERS ry
(OPTIONAL) 10 MIL PLASTIC LINING DATE TYPE PLANTING RATE Zd F Up
6"HEIGHT SECTION A-A n.m..s..m,m..esa"q..n..,
CONCR T6, LAG 2'MIN. ® AUG 15-NOV 1 TALL FESCUE 300 LBS/ACRE E4
SECTION B-B (WASHOUT WASTE MATERIAL-COMPACT, C„,'Tano•C•,,,,",,,,,•,",",yo,�0•,a,dc. .iw„en.cre.,,,u�.no...esa.,,�•,.uao.a4m,.w,;d. SCREWS LATH AND I BERM I ITI-_'Di4 SEED&MULCH AFTER r ...logy 0w,.,.M NOV 1 -MAR 1 TALL FESCUE 300 LBS/ACRE a^c Z
WOOD OR T FLAGGING ON 3 VAR. CONSTRUCTION OF DITCH _ &ABRUZZI RYE 25 LBS/ACRE
METAL STAKES - WOOD POST - A '` :.�..t`:4- I "' '"'®""'
_ I- -~"tL\A .'14 EW MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE W a W
( 10'MINIMUM 6"�■� SIDES 10'MINIMUM .� IQ 2' 10'II- a.� ''r , ,,,,,,. ,-,
Ctl®®® 6 II€U' - - C - - - - \ - ��%6 I w'^^^ APR 15-JUN 30 HULLED COMMON 25 LBS/ACRE I-I
2 PER BALE) 3.5"X3.5"X8' 12" - .m oep1pnNx
_ Elllf 111€IIIL=III€ 0 0 I 1� BERMUDA GRASS g Z ,Z 4
-� SANDBAG r e JUL 1-AUG 15 TALL FESCUE AND 120 LBS/ACRE I"
=1 I-III-III-III-� I I 7 VAR. ,,,,o, """
I I�� M,,,a„ r BROWNTOP MILLET 35 LBS/ACRE
® ® CONCRETE WASHOUT SIGN © N IITII IITII I II I IITII IITII I III I' -1 I 0' 2' 1,� - (ITI I ITI IITII IITII I ITI IITII IITr r,I ***OR SORGHUM- 30 LBS/ACRE C�4/
�� � DETAIL(OR EQUIVALENT) 1 A I II I- �' M;. SUDAN HYBRID FF (y~
RII fill VA-IE� '® � -L-� ,I 1,14�' =y1 ,, z
VARIES® ® I -I..III. I I I r, .....4;;.. SLOPES(3:1 TO 2:1) C..) W
12"-
® ® �„ I]' ® PLAN CROSS SECTIONAL VIEW ��"�N �m - ���� x~" '^ MAR 1 -JUN SERICEA LESPEDEZA 50 LBS/ACRE
-�^ S.�-� BERM L�� '' (SCARIFIED)&
/1
MAINTENANCE NOTE: iiLai (MAR 1-APR 15) ADD TALL FESCUE 120 LBS/ACRE I-1
®��®®® ^1.12"DIA p p [] ® (MAR 1-JUN 30) OR ADD HULLED 25 LBS/ACRE W
STEEL WIRE a,.",e COMMON BERMUDA CA
1.TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW
STAPLE 10 mil TYPE"BELOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. o'o GRASS
10 MIL PLAN STRAW BALE DETAIL PLASTIC GRADE" 2.SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. ... ' »•,..,."n..,.n......'.e..,,.,. JUN 1-SEP 1 "`"TALL FESCUE AND 120 LBS/ACRE
PLASTIC LINING (TYP) LINING 3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY II p,",m,,,,,,p„p•,,,,, ,,,n "'BROWNTOP MILLET 35 LBS/ACRECOPYRIGHT G2021 FREEDOM FIRM.P.C.
MAINTENANCE NOTE: EQUIPMENT OR COVERED BY FILL. "`OR SORGHUM- 30 LBS/ACRE IT IS A VIOLAGON OF LAW FOR ANY PERSON.UNLESS
ACTING UNDER DIRECTION OF A LICENSED ARCHITECT,
TYPE"ABOVE GRADE" 4.STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, /* .,.4 e.r. .a„•�•-i" SUDAN HYBRIDS PROFESSIONAL ENGINEER.LANDSCAPE ARCHITECT,
WITH STRAW BALES MULCH WITH TACK,AND/OR EROSION CONTROL NETTING. ,.....m,�,.. �� ^e ww.. SEP 1-MAR 1 (SERICEAUNHULL LESPEDEZA 70 LBS/ACRE THEIRTHIS DOCUMENT IS REQUIRED GI LAIN TO AFFIX
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. DOCUMENT IN ANY WAY ANY LICENSEE GINO ALTERS
�r _ AND TALL FESC CARIFIED)
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30'OF AND TALL FESCUE 120 LBS/ACRE SEAL AND ADO THE NOTATION'ALTERED Br
10 MIL THE TEMPORARY CONCRETE WASHOUT FACILITY. STANDARD TEMPORARY �„ N.w ,,,,i,,, M ,ate"m',�j^,Tim r.".re' '"" (NOV 1-MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE FOLLOWED DESCRIPTION or 1rvE ALTERA-GONG SPECIFIC
PLASTIC 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE DIVERSION DITCH ��
LINING WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE ""' � �•�^n/�� ,aR.- ""' ,"` ^' 4', v1I '"" CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION
WOOD FRAME SECTION B-B WORK AND DISPOSED OF OR RECYCLED. DETAIL --- .�.. .., ` SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.
SECURELY FASTENED 4. HOLES,DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED SCALE:NOT TO SCALE TYPICAL ROLLED EROSION
AROUND ENTIRE 10' BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
PERIMETER WITH TWO h-MINIMUM-1 FACILITIES SHALL BE BACKFILLED,REPAIRED,AND STABILIZED TO CONTROL PRODUCT UNDER LOCAL CONDITIONS;OTHER SEEDING RATE COMBINATIONS
TWO-STACKED
STAKES PREVENT EROSION. DETAIL
2X12 ROUGH ARE POSSIBLE.
B B WOOD FRAME CROSS SECTION ...TEMPORARY-RESEED ACCORDING TO OPTIMUM SEASON FOR
SCALE:NOT TO SCALE
SUPPORT ROPE INRO POST TTO DESIRED PERMANENTVER 12"IN BEFORE
MOWING,
PREVENT VARIES STAKE TO WIRE TO 24"INTRO BOTTOM STAKE TO COVER TO GROW OVER 12"IN HEIGHT BEFORE MOWING, �
PREVENT SAGGING OR S DE SUPPORT WIRE OTHERWISE FESCUE MAY BE SHADED OUT.
(TYP) FENCE AND FABRIC Film".
=_CONCRETE WASH OUT BURIED IN TRENCH __STEEL POST�I I I/ NOTES: PERMANENT SEEDING SCHEDULE �111.
_ DETAIL 1. BAFFLEMATERIAL SHOULDBE SECURED AT THE BOTTOM AND SIDES DETAIL
6"x6"TRENCH, USING STAPLESOR BYTRENCHINGASFOR SILTENCE10MIL PLAN SCALE:NOT TO SCALE BACKFILLEDAN 1 2' 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY, SCALE:NOT TO SCALE EDOMPLASTIC LINING COMPACTED I WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. M,P.C.
TYPE"ABOVE GROUND" COIR MESH OR SI ILAR,STAPLED OR 3. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF
WITH WOOD PLANKS SECTION VIEW AT OPENING TRENCHED INTO BOTTOM OR SIDE THE BERMS
4. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH FREEDOM FIRM,P.C.
RAINFALL
NOTES: SKIMMER(TYP.) COIR FIBER 162 FLORA DRIVE
PROTECT WEIR WITH FILTER 5' RETRIEVAL r BENSON,NORTH CAROLINA 27504
1. DRIVE STEEL FENCE POST AT LEAST FABRIC AND RIP-RAP + ROPE f BAFFLES(TYP)
18"INTO SOLID GROUND. . WEIR 18" f
} = %' SCREEN ACCESSIBLE I-" 8'-0"MAXIMUM
2. WOOD POST ARE NOT ACCEPTABLE. h FILTER FABRIC w SKIMMER IS TO BEASURFACE VENT �l�' THROUGH DOOR `,,,0�'(N CA RO��'.,
6"PVC II ' ?•fESSIp:.by;-
STEEL I SKIMMER IS TO
ESUCH AS BMP .QA 'kr\ -
POST ,P O� SKIMMER OR APPROVED DEVICE. �..� MINIMUM 10 GAUGEinii SILT FENCE FABRIC :♦♦. _ C SE _
EARTH
BERM �` QY •• LENGTH ` LINE WIRES INSTALLED TO SECOND MINIMUM 12-1/2 GAUGE = 41 fa
5'x3'x18" ( IRE R INTERMEDIATE WIRES
NOTES: OM OP
O
6"STONE APRON `
BOTTOM ANCHORED 1.USE FOR DRAINAGE AREAS NOT EXCEEDING 5(FIVE) DETAIL = __-TrrrTi iIT-TrIT-rl-rrrrrri-Trp-_ GRADE
'' ACRES. 1
WITH STAPLES `':".. �� �� \ 0.: ��♦ _•'il 1= I 3/24/2022
INSTALL BAFFLES AT _ 1
25%50%&75%OF 2.EARTH BERM SHALL BE STABILIZED w/SEEDING LINE WEIR WITH
BASIN CAPACITY v �' : ACCORDING RIP-RAP FLEXIBLE JOINT
\ � \ __ G FRONT VIEW
TO TOWN SPECIFICATIONS. .•='•
I• \�1 ', (RADIATOR HOSE) r� I `,.•gOM FIRS'''
V\ : :'- 1`_ DESIGN OF SPILLWAYS ?:••'PPD ''•'�'
TOP OF .4.GO R'OT•.'C1 s
DAM OUTLET END. STEEL POST F:•.
/ DRAINAGE AREA WEIR LENGTH CONNECTION WOVEN WIRE FABRIC NOTES: _ SEAL
ACRES FT 1 FLOAT
" ,,� (ACRES) ( ) 2. 1
TO OUTLET �♦ ��� SILT FENCE FABRIC ' u]aa e 3
1 4.0 DITCH AND BURY 1. USE SILT FENCE ONLY WHEN ¢ S'PIPE OR RISER ,o +"2 6.0 FILTER FABRIC EDGE DRAINAGE AREA DOES NOT ".R3 8.0 FILTER FABRICr • 3'-0" ?x +TN DAF$�•
\ �Ni'` ,� { WEIR LENGTH (MIN.12"OF FABRIC) 26, ~o FILL SLOPE EXCEED 1/4 ACRE AND NEVER
�I : ;M1;.,: SEDIMENT 5 12.E IN AREAS OF CONCENTRATED
BASIN M
.,•�'•6 '�Tj=•-<�'' .... SEDIMENT
COIL FIBER 1 DIMENSIONS SHOWN ARE MINIMUM BARREL PIPE LONGER FLOW. """`
.cL> THAN SHOWN.NOT INCLUDED GRADE
BAFFLES MAINTENANCE NOTE: 2. REMOVE SEDIMENT DEPOSITED
WITH SKIMMER SUPPLIED BY USER. KEY IN 8"DOWN AS NEEDED TO PROVIDE APPROVED FOR
y-0 AND 4"FORWARD
,, INSPECT TEMPORARY SEDIMENT BASIN AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT ALONG THE STORAGE VOLUME FOR THE CONSTRUCTION
RAINFALL.REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS TRENCH NEXT RAIN AND TO REMOVE
TYPICAL 4411
COIL FIBER SUPPORTED ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN.PLACE THE SEDIMENT THAT IS REMOVED IN A PRESSURE ON THE SILT FENCE.
SKIMMER ON WITH TOP WIRE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. STANDARD SKIMMER DETAIL SIDE VIEW PROJECT NO.:20-015
A BED OF BETWEEN STEEL POSTS
STONE PERSPECTIVE VIEW CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO DETAIL STANDARD TEMPORARY DRAWN BY:CSB
ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT.IMMEDIATELY FILL ANY SETTLEMENT OF
THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE.ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE SCALE:NOT TO SCALE SILT FENCE CHECKED BY:CSB
SEDIMENT BASIN DETAIL REPLACED IMMEDIATELY. DETAIL ISSUED FOR:PERMITS
DETAIL STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE SCALE:NOT TO SCALE
SCALE:NOT TO SCALE BASIN IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. C^

PART III PART III PART III i
GROUND STABILIZATION AND RIAM HANDLING PRACTICES FOR COMPLIANCE WITH EgUIPMENT AND VEHICLE MAINTENANCE SELF-INSPECTION,RECORDNEEPING AND REPORTING SELF-INSPECTION,RECORDNEEPING AND REPORTING SELF-INSPECNON,RECORDNEFPING CoD REPORTING
THE HCG01 CONSTRUCTION GENERAL PERMIT 1. tain vehicles and equipment to prevent discharge of fluids. zT«mwevmmuxea
Implementing thedetails and specifications on this plan sheet will result in the construction Provide drip pans under any stored equipment tt,�_ _ SECTION A:SELHNSPFCTION SECTION B:RECORDNEEPING SECTION C:REPORTING
activity being considered compliant with the Ground Stabilization and Materials Handling 2. Pr FP"e i� _ Self-Ins required I business hours in accordance with the table
3, Identify leaks ana repair as soon as feasible,or remove leaking equipment from the 4 �� Self-inspections require during 1.E&SC Plan Documentation ces that Must be Reported
sections of the NCGO1 Construction General Permit(Sections E and F.respectively).The I P: .- - below.When adverse weather or site conditions would muse the safety of the inspection port[ following occurrences:
and Sediment Control plan approved by the Prolea 'AP:
The approved E&SC plan as well as any approved deviation shall be kept on the site.The es shall re he followin
4 Collect all spentfluids,store In separate containers and properly dispose as .1 aemeu personnel to be in jeopardy, inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-0ate throughout the coverage under this permit.
delegaPermited auee thority y hll lavin'gM1jurisdic[o the �nn.A on this sheet N - r� which It is safe to perform the ins n addition,when a storm even[of Ito or 11a1cmV zible sediment reposition in az[ream or wetland.
y apply depending site thedelegated auth y gl risdittion. hair to ire when possible), -•� pe inspection. qua The following items pertaining to the MC plan shall be kept an site and available for CA
5. sand construction from service until problem ..�,N greaterinon) inch occurs [side of normal business hours,the self-inspectionsM1al lie inspectiona m rid business rs.
may not de endin onhazardous was at times daring no al bus' ss M1ou 'z
SECTION E:GROUND STABILIZATION has been corregcted„cy ...........-, performed upon commencementofthe nett business day.Any time whe inspections nth WI Oil spills if:
n �' y were delayed shall be noted in the Inspection Record. • They are 25 gallons or more, 0
Required Ground Stabilization Timeframez 6. ering used fuels,lubricants,t that hydraulic fluids and other petroleum products nu �W�m_� am (a)Eac SCmeasu�n hass bean installed ,
vials. They re less than 25 gallons but cannot be cleaned up within 24 hours,
Stabilize within this oil recycling disposal center handles these mate --� rm•a wall r..rm.o•«•mwbHvm. ottsrgnig on They cause sn« surface waters(regardless of volume),or
miendar "'"UVSgL4""'^""" f2YA%9"""•"'"" M1 amwn tithe aporoveensions^E&SC deviate from
eappr«M MSC • eyare within 100nfeet of surface caters(regardless of volume).
clays SiNArea Description many Time, variations P01V (U n..pvae ore ly
er ceasing LITTER,
RIAL
RING
land akturbanm BUILDING
bury or bur �PlaNceNlitt wand debrisWASTE
n approved w k eplan.mis Warn Is required mom.
on oft.FRAC measures or If
la)Perimeter dikes, 2. Provide a sufficient number red size eof waste containers(e,g aumpsterrntashrs CONCRETE WASHOUTS werwm••e.• nim colc vwru eeermr sa.axm we,la
measures aril mod&s+Nar initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
swales,ditches,and 7 Nonereceptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site Matti woe.vma.mer ro arer.nm.a•.n.• of the Clean Water Act(Ref:4U CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
ma m ersoes 3. Locate waste containers atleast 50 feet away from storm drain inlets and surface 2 Dispose of,or recycle settled,hardened concrete residue in accordance with local ° lb)A phase of grading has beer Completed. (Ref:40 CFR 302.0)or G.5.103215.85.
(b)High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approvedf facility. 0l oast a inspection
(HOW)Zones 4 as that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers In accordance with the above item and In H..wm. .am Mime (d) Anticipated bypasses and unanticipated bypasses.
Slopes steeper If slopesare l0'orless in length and are from[upland aeasaand does notdrain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within wnnne.mCmCor,reewaeopaal.v rensruco^ o.
(c)31P temp 7 not steeper than 2:1,14 days are S at the end of each workday and before storm events or lot perimeter silt fence. mi Icl Ground cover Is locate..installed Initial are dee a copy of Me approved MSC
allowed provide secondary containment.Repair or replace damaged waste containers. O. Install[emporary concrete washouts per local requirements,where applicable.If an za mars accordance with the approved MSC (e) Noncompliance with the conditions of this permit that may endanger health or-the
-2 days for slopes greater than 50.in Anchor all lightweight items in waste containers during times of high winds. alternate method or product isto be used,contact your approval authority for xren. Olen. tnepproved environment.
length and with slopes steeper than 4:1 ). Empty waste containers as needed to prevent overflow.Clean up immediately if and approval.If local standard details are not available,use one of the two dal srermw.er rl.rpenee, u corer ohs
-2 days for perimeter dikes,zwahes, in overflow. type of temporary concrete washouts provided on this detail. N�now Idl T ComOte.dtesndzlgril en inspection report, 2.Reporting Tmetrames and Other Requirements
(d)Slopes 3:1to 4:1 14 ditches,perimeter slopes red HOW 8, Dispose waste off-site at an approved disposal facility, 5 washouts for dewateHng or staring defective curb or sidewalk measures
nss5tormwateraroumulatetl within the washout not be pumped Into or Lai.in n, After a perinhtee becomes aware of an occurrence that must he reported,he shall contact a
Zones 9. On business days,clean up and dispose of waste in designated waste containers. V P zxno.r. the appropriate Division regional office within Me timeframes antl in accordance with the
-10 days for Falls Lake Watershed arthargea to the storm drain system or receiving surface waters.Liquid waste must 1.1 CocrortNeact.ns nave men taken other requirements listed below.Occurrences outside normal business hours may also be
be pumped out and removed from prolecL lal venmeert Department,Environments personnel
-J days for perimeter tlikes,swales, OTHER LIQUID WASTE me•Ix llma.um•remre to F&X measures. lets of ^ reported to the Oe (Emergency Center a[(8001
ditches,perimeterslopes and HOW Zones of dump 6. to washouts at least 50 feet from storm drain Inlets and surface waters unless it six eco completion e
paint and other liquid waste into storm drains,streams or wetlands. iw.vp.,mxuuemesse�meama h.i« corrective action. 058-0368.
(e)Areas with slopes 14 A1' Don inn be shown that no other alternatives are reasonably available.At a minimum,
flatter than 0:1 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface protection of storm drain lnhetls)closest to the washout which could receiveweenie,anemiaarrariereveznenareen. 2,AddHional DOWmeMZHon to be Kept on Sitert occurrence 6.2253gT5Mre^r)After°bw«ry)end other Rms... (i)
therer slope unless no other alternatives are reasonably available. spillsho overflow. vnebo col mssmme.mmauxe.mm.e"Irx"m and
n addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible t a
Note:Afterthe permanent cessation of construction activities.any areas withtemporary 3. Conan liquid wastes in a controlled area, J. Locate waznouts in an easily accessible area,on level ground and install a stone sfte and available for inspectors at all times during normal business hours,unless the
Containment must m labeled sized ana laceea tel for the needs of site. 1H
converted 90 calendar
p appropriately pad of the washout Additional controls may be required the Isle' site-specific n based n rtconditionsh m k dream ground stabilization shall be v q v e � pro b se o uniques eett make
ry than al n 9ns 5 Prevent discharge so solvents detergentsand other))ale wastes from Pratt disturbingauthommitkiirearity. ve the uhromen[ferawrinen en one
rg soaps, q a iN. this requirement hill, m rap
9 P
empagarytaccel ground rated stabilization until pall be ermanent
ntged o ndstaertosrendachieer the construction saes. _ B. Install at Post least one on dieting Concrete trucks identify this
washout within the project larverow «!eycm is area
surface stable a against erosion until ermanent round stabilization bachleved. •rr®eiH. mi.g P g limits.Pos[signage on the washout itself itlentifythis location. 1 •m lal This General Permit as well as the Certificate of[overage,offer it is received. Iltatasimpahr«for s«ImenH
Po. InstaABLEll
TOILETS
portab 9. Remove leavings the washout when at approximately 7s%capacity to limit W
GROUND STABILIZATION SPECIFICATION IH cmvm
reonitor.,inspect inspections or aoo v more minmro maac..if sz.nil 7
1 stall portable[ndsuets olessthreisnn level o alternat least 50 feetawayyava from storm drains, overflow when sand Was Ural Ibl Records inspections observations
on the previous Record
morons.The by
shallH
Stabilize the round sufficient)so that rain will not dislodge sail.Use one of the ervr.ei.v ,un mmglann
g 6 wetlands unless is no alternative reazonablV available.If 50 foot ,coil.".. record the required observations on the Inspection cord Form provided the
techniques in eta a deco.
it g alternative proprietary P
N offset is gavel attainable,surround
tith sand
portable toilet behind silt fence or lace •.a�ree•e.them rm•.m, O
p products, manufacturer's its. P a Division includes all the red diem ts.yUse of d
gravel pad antl surround with sander s. earlI lease olllaan HH
1 electronically-availableiprectords in lleuhof the re aired a will be if
.panrrwn���Iar 10. and disposerelease shall •at.,nme name,oaken..and 1-�
cove...stow or tM1Tnw or 2. foot traffic
ro anchoring of astable toilets earn periods of high or high staking r 6 P during 6 6 foie antl stabilize tarts shown to provide equal access and utility as the hard-copy records. rrla
ober mires rxtnlers foot[raRc areas. caused byremoval of
Fill p pp Y once ,,.Ce<nx w p e«•e substances m laretlpnofthe apl n et.w, H1 O
•HvdrmrdtnF+^ permanent sell ; Monitor portable toilets for leaking and properly dispose of any leaked material. ...posobk, 3.Documentation..Rebined far Three years 1lbli0 above A./
with or g Utilize a licensed sanitaryhauler to remove leaking portable toilets and replace All data used to complete the e-NOl and all inspection records shall be maintained for a period ICIAMIdP+bd
c t«tmf.e waste gpgrta p emM.ea ranO D„v�e.a wm..nwnep` ArepierN+tmdaY•a+lb,a me d.NM N+aaaw pPewHN. U p ✓ W
•Rolled tempcotn Fz reed •Hydrareeeckne with properly operating unit NOTE:The rain inspection rese[zthe required 2 calm...,inspection requirement of three years after project Completion and made available upon requet.HO CFR122.411 bypasses HOC. hallml an maiumlonINt anticipator(wally and 1� H
•%PmpriteN+mir«tr wother mules other permanent plant.,<werea PESTICIDES AND ROUENTIODU 1 .4Um)138 mare WYie uaa 4 N A+ ark antra •Uniform and evenly dirtrIbuted...cover 1 re and apply herbicides,pesticides and rodenticldes in accordance with label PART II,SECTION G,ITEM(A) (di Unamidpene /,
Seto DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT es I4DCTR Q 14
r�-i
sirtficrtnt to restrain erosion 1R Show stockpile locations on plans.Locate earthen-material stockpile areas at leas 2. More nenscitlez,pesticides and rodenticitlez in their original containers with the w411m1111 HnClmran...Ion Ne �y+vQ II----�� O
suck aerate asp.. 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label, lists directions for use ingredients first steps case of PI No `
and surface waters unless it can be shown no other alternatives are reasonably g p Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down m e i-� U
•Yelled emrpnm control product.M1 pass cad available. form rclmeout unless this is infeasible.The circumstances in which it is not feasible to withdraw water from the surface shall be rare for exam le,times with extended cold weather). 0
3. Dock eidental oherbicidez pesticides and rodenicidez where flooding ( p ) I l 0
2 stockpile with silt fen installed along toe slope with a minimum offset of gIs Nonsuirface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met. �i Ki
PoLVACRI AMIDES(PAINS)AND FLOCCUTANTS fivet feet from thetoe of stockpile. gto pe where they wells, er dams,ground water noncompliance a Z
osurface water.If a spill occurs,clean area immediately[ Mt pet mmglaeivl^nte,and a d r� ,Gy
1 Select floc/Monts that area for the sails being exposed 3. point feasible. or (a) TheE&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which It will occur.The non-surface withdrawal CYeu coolnuei ono sore ub„IFe[planned wndu gY•za�w'1� �`•/
appropriate gexpose g Provide table stone access poin 4. Do not stockpile these materials onsite. p N provi perio xoU111J11 ce.N0 t.3[5311816h p.d U I•') O
rig from the NC DWR List of Approved PAMS/Floccvlonxs. 4, Stabilize stockpilewithin the timeframes provided on this sheet and in accordance shall not commence until the E85C plan authority has approved these Items, • waive me rptnmem car a written rep on Z'F-. il
L/D
2. Apply flocicuhantz at before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined (b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(Q and of this permit, careeycess bxgwa < VD
3. Apply flocculants at the concentrations specified in the NC SWF List of Approved vegetative,physical or chemical coverage techniques that will restrain accelerated ICI Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment resin.Examples of appropriate controls include F-ay
AMS/Floeeulonts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. ate designated hazardous waste collection areas on-site. properly sited,designed and maintained dewtering tanks,weir tanks,and filtration systems, W V]Q �j 0
4 ovideponaing area for containment of treated Stormwzter before discharging re designated y designed g[reatment 1 z I�-I A<�
1 Place hazardous waste containers under rover or in secondary containment. (d)Vegetated,upland areas of the sites or a proper)desi d stone pad is used to the extent at the outlet of the dewaterin devices described in Item(c)above, P4
S. offs it.flocculan[s in leak-proof rontainerstna[are kept storm-resistant cover 3, Do not store hazardous chemicals,drums or bagged materials directly on the ground (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and W
or surrounded by secondary containment structures (i) Sediment removed from the dewatering treatment devices described In Itemfol above is disposed M In a manner that does not muse deposition of sediment Into waters of the United States. V W
cD
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 a ZO z
TOP ELEVATION OF STORMWATER - W
#57 WASHED STONE 1 MAX.
71 VARIES 11
EXISTING SLOPE W
_ #1 RIPRAP
VARIES
COPYRIGHTS..FREEDOM FIRM,P.C.
SIDE VIEW IT IS A VIOUTION OF LAW FOR ANY PERSON.UNLESS
ACTING UNDER DIRECTION OF A LICENSED ARCHITECT,
PROFESSIONAL ENGINEER,LANDSCAPE ARCHITECT,
EXISTING EXISTING OR LAND SURVEYOR TO ALTER ANY ITEM ON THIS
SLOPE SLOPE DOCUMENT IN ANYWAY.ANY LICENSEE WHO ALTERS
11=6- 111111- rSEAL AND ADD THE NOTATION"ALTERED Br
R
11,- VARIES 1111111111= FOLLOWED DESCRIPTION OF THE ALTERATIONS. c
1u11n.11 ,all DESIGN OF SPILLWAYS
1=11=`4•,. 1'-0" a:•� 11.
II ii V -y; DRAINAGE AREA WEIR LENGTH 1
11111111 +r'c s.,. ... sik r (ACRES) (GIL
11 11 "L,, �.__,}.nails 1-J. i;•.. 1 1 4.0
11 II rely 4.a<AHX t`w z eT KEYED RIPRAP 2 6.0
I II W t... VARIES`_.4 3 8.0
1111•11�:11=11 II IL N-, �cc t‘ / 4 10,0
1111 II II II: 11-11 II lI:I•-Il-11-11.. 5 1 M N
II. II. I H57 WASHED STONE 1 DIMENSIONS SHOWN ARE MINIMUM
� J
NOTES: INN
FRONT VIEW 1)HEIGHT&WIDTH DETERMINED BY EXISTING 1•
TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED.
2)KEY RIPRAP INTO THE DAM FOR STABILIZATION, FREEDOM
CHECK DAM FIRM,P.Ce
®eAyE :NOT TO SCALE
FREEDOM FIRM,P.C.
162 FLORA DRIVE
N. 3 / CLASS 1 RIP RAP _ BENS NORTH CAROLINA 27504
o a MIN. ISOMETRIC
\\ \ 4I // (SEE SECTION THRU BASIN BELOW) 1 __Z�
VIEW
\ \\ \ / ._ .. ,,,,•,,,,,,,,,,,,,,,,v,,,,,,,,,,,,,,,,,,,,,,„ ., L '"' USE A MINIMUM OF 2 STAKES USE A MINIMUM OF 4 STAKES TOP CA
'\ /• iti:iiii:i:i::,C...:.....'�' .:,:I::::.:.:.:.::::" I''. ON UPSLOPE SIDE- ON DOWNSLOPE SIDE _ �z\ or e4n ,,.'fit H••.ROZ�'•',,
/' .i.ip iiiiir'r'rrrrrrr•' !!!H Eiiiiiiiiiiiiii:: I''. - K O
F '\ '.``ieieieiiiieieieieiiiieieie€ ', .eiiiilf ieieiiiieieieieii: .''.I.. ! .2ec;fesS/0,1,••,,,
Cp\ / /. i 'k WATTLE •P q. rs
///fir /' ::1:i iioiiiiiiiiiiiiiiiiiiiii liiiiiiiiiiiiiiiiiiiiiiiiiiiiiiltiiiiiiiiiiiiiiiii �
FLOW D Q
_____ • .............................. ................................ Ir_r MATTING i_ DOWNSLOPE I. • A'Aa
- 1iiiililiiiiililiiii 's:i iEi:ii:li"'
\ __---=---""'_ / RAP/HEADWALL
/ TOP OF SILT FENCE :::L:::::::::::::::::::::::::::: ::i::It. _ I''e- S[O F. s
- --= MATTING -' f= INVR f RIP RAPHEADWALL L \ - cgieV-11":e-,_+ __ M1' :: iiiiiiii:iiiiiiiiii:iiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiii' ��� PIP_� / � liiiiiiiiiiiiiiiiiiiiiiiiiiii3�@iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiii9Hiiii � v�\ Q --__ -__ ____ ABOVE THE TOP OF �
'� --___ __ __ __ ,..,<.,. :::I:::iiiiiiiiiiiiiiiiiiEiEEEEF:Ei'�Eii .._..................... ...• / THE WASHED STONE_ j/ % #5 WASSHHED STONE./ SED///////IIIIIII�IIIIIIIIr� HIGH MINIMUM 3 0 ':::ee.e.::::::::::!:::: C `• SO� I \\ \\\ \\\\\ NQTF�: '' 'v,rrr $;B,"
/ MEN2 STORAGE AREA-.I- / Y • FRONT VIEW \ GROUND Ill1)USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE. r 3/24/2021
•/ //// I I \\\\\ BURY WIRE FENCE, 2)u5E 24 INOH LONG WOODEN STAKES WITH A 2"x2"NOMINAL CROSS
/ SECTION.
•
FILTER FABRIC, PLAN VIEW
/ / H AND HARDWARE 4)INSTALL WATTLE(S)TO A HEIGHT ON SLOPE SO FLOW WILL NOT ,,,,,,,r,
/ STEEL FENCE POST_._
STEEL FENCE POST CLOTH IN TRENCH WASH AROUND WATTLE AND SCOUR SLOPES,OR D5 DIRECTED. ••°�OM FIQ'
/p /' ' SET MAX 2'APART 5)INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR `'f•� '17'�v'•
WIRE FENCE 4KY .�,t
//. PERSPECTIVE VIEW MIN.1$"INTO SOLID MIN.2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON DOWNSLOPE DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND Q'''ORPOR9 T'•.'(1%
HARDWARE CLOTH GROUND AT BOTTOM. ° P '
GROUND 6)PROVIDE STAPLES MADE OF 0,125 INCH DIAMETER STEEL WIRE _ SEAL T.FILTER OF#57 NOTES: FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH. = G4768 _
-SEDIMENT STORAGE WASHED STONE I7)INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH - :Z �4' -
AREAS TO BE DISTURBED 'O -
CUT,FILL,ETC. FLOOD STORAGE ZONE RIP RAP 1, REMOVE SEDIMENT WHEN HALF SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. '•qT O;''
( ) ` HEADWALL- '•••N OAR,.
(\ +1' 2' OF STONE OUTLET IS COVERED. 8)AFTER INSTALLATION OF STAPLES,CHINK ANY GAPS BETWEEN
3'FILTER FABRIC MATTING I_1 WATTLE AND GROUND WITH MATTING.
\F 1• COVERT NATURAL GROUND 4gPy $ ,� ON GROUND 2.REPLACE STONE AS NEEDED V-DITCH SECTION VIEW ankr, `
coca\� \1.5 3 FLOW - CI5 3 r$" TO ENSURE DEWATERING, STAKES
1,5 - ���� MIN.2 STAKES ON UPSLOPE WEAVE STAPLES THROUGH ANGLE STAKES APPROVED FOR
0� MINIMUM 4 STAKES MESH CASING OF WATTLE TO WEDGE
ON DOWNSLOPE •a WATTLE ONTO
CLASS 1 RIP-RAP .;� ,; �,^.�.�,. '• GROUND CONSTRUCTION
MAXIMUM SEDIMENT DEPTH $5 WASHED STONE BURY WIRE FENCE AND 4" BURY 6"OF UPPER EDGE OF GROUND ::�:•:�90 l bN+�rg.�• MATTING
(CLEAN OUT POINT) HARDWARE CLOTH FILTER FABRIC IN TRENCH �•�•• i-il li II it 11- MATTING Ft 11
•p 4PT. 11=1 1-1. II IL-.ILII j =11 PROJECT NO.:20-015
SECTION THRU CATCH BASIN,FILTER AND CULVERT PIPE has APLES \ STAPLES _ DRAWN BY:CSB
SECTION VIEW MATTING
STANDARD HORSESHOE INLET PROTECTION STANDARD SILT FENCE OUTLET TRAPEZOIDAL DITCH STAPLE
INSTALLMENT STAKE INSTALLMENT
EI ISSUED FOR:
CSB
DETAIL DETAIL SECTION VIEW WATTLE DETAIL ISSUED FOR:PERMITS
SCALE: NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE
C9