NCC242785_Site Plan or Location Map_20240910

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t �w111 I I LINETYPE LEGEND
` ^ I I N c ICJ o yi —— 6'.ffi EROPOSED SANITARY SEWER UNE
�� \\ V —T---T EXISTING TELEPHONE CABLE
FOC EXISTING FIBER OPTIC CABLE
\ \ —G G EXISTING GAS LINE
QQ� I —8'OW EXISTING WATER LINE W/SIZE DENOTED
\ - — EXISTING STORM SEWER UNE W/SIZE DENOTED
-6"055 EXISTING SANITARY SEVER UNE W/SIZE DENOTED
-ORE EXISTING OVERHEAD ELECTRIC
_Li
1 - UCE EXISTING UNDERGROUND ELECTRIC
II- INK 1 -X- %--X--X- EXISTING FENCE
—_ - • •�QD Ili SURVEY SYMBOLS
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F i 0 • EXISTING AXLE • EXISTING CONCRETE MONUMENT
\ 0 NEW IRON STAKE 0 NEW CONCRETE MONUMENT
• EXISTING IRON PIPE A EXISTING NAIL
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O NEW IRON PIPE 0 NEW.S.
0 NO POINT SET •® N. NAIL MONUMENT
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3.273
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UTILITY SYMBOLS
� \-�}\ 0 PROPOSED POWER POLE W EXISTING TELEPHONE PEDESTAL
0 EXISTING POWER POLE ID EXISTING ELECTRICAL PEDESTAL
N PROJECT AREA \ .L • 1\
C-EXISTING GUY WIRE ❑ EXISTING GAS VALVE
0 PROPOSED LIGHT POLE PROPOSED GAS VALVE
EXISTING LIGHT POLE © EXISTING GAS METER
N
% © EXISTING CAN PEDESTAL ® PROPOSED GAS METER
0
y* \ Or
/ SANITARY SEWER SYMBOLS
0�6 -0- EXISTING MANHOLE
V • / WATER SYMBOL f PROPOSED MANHOLE
•liV . \11__\ 17:-) / <TM- EXISTING RRE/ N.
• /\} // -0o- EXISTING VALVE HYDRANT EXISTING SEVER SERVICE
/ i` Ow EXISTING WATER METER 0 PROPOSED SEWER SERVICE
/ T/ • k \ ```��� / ® EXISTING BACK-FLOW PREVENTERCO
EXISTING SEWER CLEAN-OUT
/ '` ,/\ I )) / OCJ� �� PROPOSED VALVE
-0- PROPOSED R CLEAN-OUT
\ \ �- /\�+\ \` /�PP� JANDSCAPE 9YMROIS
•
/
y \ / C
}y O T 0 EXISTING TREE(SIZE DENOTED EXISTING TREE TO BE REMOVED
\-\----
` / / -TYPE DENOTED IF KNOW)
0
\ /k\ /'\Ov / ®EXISTING SHRUB
X N2 i /
" / / EROSION CONTROL SYMBOLS
/ / \ / PROPOSED STABIUED CONSTRUCTION ENTRANCE ® PROPOSED CONCRETE WASHOUT PIT
/ \ iJ PROPOSED LAYDOWN AREA SITE BOUNDARY/PROPERTY UNE
/ / / PROPOSED SILT FENCE
O PROPOSED STOCKPILE
f■'=l•f PROPOSED SILT FENCE OUTLET REUEF POINT
— / / _I ( ' ) PROPOSED SILT LOG , , , „
/ _ _ _ _ _ PROPOSED OMITS OF DISTURBANCE
/ / \
/ / \
/ \
200' 0' 200' 400' 800'
3-10-23
N Revision Date By Date: November 2022
TH 2022 SanitarySewer
FO ADDRESSED
°'°' ' Herring—Sutton & Associates, P.A. Town of SaratogaMapNo.
SEAL Scale: 1" ■ 200'
c44:,' +a�� - Engineers - Surveyors - Planners Firm License C-2310 Improvements 2020-9561B
0--,. •°2a y # Wilson County, North CarolinaDrawn by: th
�: Index
f�: s�•` 2201 Nash Street NW • Wilson, North Carolina 27896 • [phone]Map Sheet No. CP-1

CONSTRUCTION NOTE:
UPON COMPETION OF SANITARY SEWER
LINE & SANITARY SEWER SERVICE
INSTALLATIONS CONTRACTOR IS TO
RE—GRADE ROAD DITCHES TO PROVIDE
POSITIVE DRAINAGE, MULCH & MAT.
ALL ROAD SIDE DITCHES TO I / I I
BE MATTED WITH NORTH I I I I LIMITS OF DISTURBANCE
AMERICAN GREEN S75 / 1 IFif
N,F r11�11_III_11_II_II_I11_II_II_11r11_II_1 _1II_ I_11_11�1 1_1 I_11_II_III_11_II_11�1 I_II_1
GATSY RUFFIN -
N/F I /. 7736 GARDNERS I 7732 GARDNERS I I 7726 GARDNERS I I 7716 GARDNERS I 7712 GARDNERS
GATSY RUFFIN I y SCHOOL ROAD SCHOOL ROAD 7728 GARDNERS SCHOOL ROAD 7722 GARDNERS 7718 GARDNERS 7708 GARDNERS
SCHOOL ROAD SCHOOL ROAD ,L, SCHOOL ROAD SCHOOL ROAD • SCHOOL ROAD • SCHOOL ROAD
\ I -- ROPOSED 8"I SAN SEWER 1 I (VACANT LOT) I �r----7 p 15 1 I -I LIr I p
\ I - Ex R0P0 I Ex DINE we " III Ex DWELLING I �N Ex •DWELLING ILL, • w Ex DWELLING I • I Ex DWELLING I n. Ex DWELLING I D
3
\ \ REBECCA N/F ELLIOTT ` W MN> N3 STA 10M 0.00 �NL o I EX DWELLING �I I�w- J L J^w �wL J N
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STA 1+05 / STA 6+96.16 I +z -I CONSTRUCTION EASEMENT N N I a INN ,,TELL�F N N RSD2�J I L-———J STA 13+31.� _N N
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4" GATE VALVE w BOX \ ; +z MH 9
eN
\ m PROPOSED 5'TEMPORARY +z e IF N yy�, e cx
\ o WELL a JLL QN 36" TREE i4 (1 ''4T 'FELL d� 7NI<N
EX MH N/F �1 LIMITS OF DISTURBANCE RSD1� FN wELL�p 26., lice , �e TREE REE �s _ IiaEE �� + LL weLL `"�` Ne NaE.W', (�
STA 1+00.00 RAYMOND F.SAUNDERS I NG N W ITaEE
INV 110.23 r, r
TOP 116.28 N y N1 REE �' '' E : `E� •.•_°'an
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GAS LINES
O —— T N } r 9�
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11 1 �O 1 + + ,._—M__—M SERVICE ttP7 —M' M==F,— -- M=— f =RE—_ F—_ ---N=— 2
} } + M N V EX EDGE OF __=Ate_= -M� —Ar E%--'�
Aw TER LINE U
=M---M--=A�=11�— —,R— _/A�—_w� —F�=11r M_ _� - E%3/4'WATER
_ — — — — — — — — — — Ex Raw SILT ARC LIMITS OF DISTURBANCE -EX TREE TO BE REMOVED (TYP)
BM #518 WATTLE FENCE FILTER
NAIL
SET 116.79 N PP PROP SE OFF" SEWER
FORTE (TYP.) GARDNERS SCHOOL ROADELEV N/F
TBT DEVELOPMENT GROUP II,LLC
GARDNERS SCHOOL ROAD
125 125
122 - - - - - a 122
N �w maw m Iw iw_ 6'1 rm :,w_ z3, 4, 'w_ a,' Q Nw_ gym_ mow- ;,� '�_ppi
118 aw w w\a_ 71 \\W 118
114 II J r ���------ �. w L_JI 114
III III J L—j �— -L 'o —
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EX 8" SAN SEWER - I�I ° 0 o
110 ]��` a"0 PVC SDR-21 SAN SEWER FORCE MAIN
__ 110
_ 8"0 PVC 304 LF 0 -0.50%
0 0 _
106 omN rigs, o z� 8"0 PVC 332 LF O -0.50% �� 106
8"0 PVC
'-o �'ovn ra 355 LF O -0.50%
aa> m a> oU::2. '^. zo
WNP= -�Z 0t-00 MOn�
102 3 xHp» "''OV S 102
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98 a- 98
aN
94 94
90 90
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
50' 0' 50' 100' 150'
3-10-23
Revision Date By 2022 Sanit Sewer Date: November 2022
*, Town of Saratoga ) Map No.
ADDRESED COMMMEN 5'0323 TM Herring—Sutton & Associates, P.A. aI'y SEaie:1" = SD' (hornYaS4.
1,0 tom 2 Engineers — Surveyors — Planners Firm License #C-2310 Improvements 1" = 5• (vart) 2020-9561B
=.;y'.N11 :��= y Wilson County, North Carolina Drawn by: th
,4,4.........4,:,,` 2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] .7 >' Construction Plan
w., Sheet No. CP-2

CONSTRUCTION NOTE:
UPON COMPETION OF SANITARY SEWER
LINE & SANITARY SEWER SERVICE
/ //// INSTALLATIONS CONTRACTOR IS TO
ALL ROAD SIDE DITCHES TO I/ RE-GRADE ROAD DITCHES TO PROVIDE
•
BE MATTED WITH NORTH FRG,OSIIRE ROX AND ID SHAI I RE MINIMUM"TIER 22'LOAD RATING:
2a'OO VERTICAL:22,500 LBS((DESIGN /33,750 OS TEST
AMERICAN GREEN S75 ./ / POSITIVE DRAINAGE, MULCH & MAT. LATERAL:600 LB5/SF 4DESIGN3 ,.2Da LBs/s��TE�TI
!}t (DRIVEWAY,PARKING LO,AND -ROADWAY AP LICA ULA
/ ;// / / SUBJECT TO OCCASIONAL NON-DELIBERATE HEAVY VEHICULAR TRAFFIC)
/ I n} URIC COUPLER�Y MECHANICAL RUBBER&SUPPLY
LIMITTS _ —ANCE I I / / . //4 0 CO.14 PART D (FEMALE CWPLE))x 4NPT)N1TH ( ��x
OF DISTURBPGLAEBTTT NP AS' DOFE ALE COUPLE 1J' x 30"L 18"D)
L� I I I 7fi �/ ; i AHANCE TOP/PLUG TOT /LID HUB H0 ,TE BO
PG,]308A18 AND LID
I I @ PG173UED E AL
7704 GARDNERS
606 GARDNERS // VALVECOLLAR m PROVED E AL
7700 GARDNERS / N/F
(CUTAWAY NEW SHOWN)
O MARTHA R.PRITCHER FINAL GRADE
SCHOOL ROAD SCHOOL ROAD , 4"
O &JANE MARIE COLE N/F _
/ MITI,iT�iL��•L=_Iw.uti l���:fib. III
_ MARTHA R.PRITCHER II _
I &JANE MARIE COLE
I —EX TREE TO BE REMOVED TYP / N F MARTHA R/PRITCHER C 4'MJ PLUG VALVE ; VALVE BOX
/ 7q.00 / / MARTHA R./PRITCHER I I (GEAR DRIVE W rf'il�
• 779777 l &JANE MARIE COLE , RESTRAINTS) /_ &JANE MARIE COLE
/- CONNECTION
/ / / ' BM #501 SS,EPWEERL . THREADED C INSIDE
~ • r Ex DWELLING I Ex DWELLING M; WATTLE l Ex DWEglmc • PROPOSED 8" SAN SEWER / FORCEMAIN '4MTHJRESTRAINTS `_� GX
N / /I ` NAIL SET IN PP I ALL ROAD SIDE DITCHES TO /�� , )
I 6 L L a I (TYP.) I w // , ..... ELEV 115.07 BE MATTED WITH NORTH �1 I a'c.LP.
J MH 7AMERICAN GREEN 575 \
w • NH 8 . F.Z / / Xz�s���'� 0110� �I�
LJ u STA 16+86.39 G -.4,2 STA 19+52.23 = i / MH 6 E
In w F rc / STA 0+00 / / STA 20+24.21 = ��` ROCK CHECK DAMS
a I WELL • ` I RSD2 I N N PUMP STA SITE / // / I/ �A G �_I A MECHANICAL JOINT(MJ,
N ol" - PM i/ PITT ROAD o "DL"x 4"MJ TEE W�ITTNG RESTRAINTS REDUCER MAY BE REOl11RED
n tiv w BRICK
r�ww' - /F
_ y coRi '� 1 - ?.LEI_ TREE ••�61RUUCCTOH EASEMENT
/ / I ` ` 2-BELL RESTRAINTS ON MAIN
U 7 �iA\Ii EL .._ - 1. _ J x R w .
— 'I ►�. • w oP,�; _ • 120ar- � —o — — //+ i `AT ,�BM #501EEN W - o I'1 LIMITS OF DISTURBANCE - GNAT
Q L _ sR -]L 1� NAIL SET IN PP Zo+� � NOTED
f�Fll_ ' - III° f/ 1) OWNER TO DESIGNATE LOCATON OF PUMPER CONNECTION RELATIVE
" Ex EDGE OF PVM T " T - "��� - ��I -ELEV 115.07 \ .'. 1 I. �+ TO DISTANCE FROM FIXtCEMAIN AT ROADWAY LOCATIONS AND WITHIN
i�l� i IY —T PUMP STATION SITES.
o� GAS UNE ± ��. i} + x 22) ALL PUMPER CONNECTIONS SHALL BE 4'UNLESS OTHERWISE
Ex EDGE DE PVN T F. 8 + �__. CONSTRUCTION ENTRANCE APPROVED.
M—— ———M—=RF � m ' 3) INSTALLEDTOP OF IN ROADWAY OR AR TO BE 6"BELOW FINAL GRADE IF
E%4"WATER LINE
S VIC (Tr) _ _— =-m -_ 40 LF- 6" STEEL O _ SHOULDER.f 1
SERVICE(Tr) D7 li 1 on CASING w/ 72 LF-8" I + --- _
- - - - ExR/W- - - - AL.-.r�L1+50 iv_
DI CARRIER PIPE - Ir •� I -�
- - nnnuE��' 31 LT FENCE 1- FORCE
PROPOSED 4"-90' BEND o DRY BORE & JACK STA 0+00 = I I 1kY'lLJ R► as e \ F O R C E MAIN FLUSHING CONNECTION
PROPOSED 4" SAN SEWER FORCE - - �_
STA 19+52.23 W TER uNE MATERIAL STOCKPILE
MAIN 5' OFF EX EDGE OF PVM'T PROPOSED 4" SAN ?!{w9onir, / GARDNERS SCHOOL ROAD II� "� & LAYDOWN AREANO SCALE
SEWER FORCE MAINLitHey
( I - I N/F
TBT DEVELOPMENT GROUP II, LLC I � N/F Q@�+61I STA PUMP STA
0+84.60 TBT DEVELOPMENT
PROPOSED 8" SAN SEWER MARTHA R.PRITCHER .• I �, IGROUP II.LLC
&JANE MARIE COLE I ,<
PUMP STA I I Xt I Ia I
STA 0+84.60
I n 11 CASING40 F w/ 82-16" STEEL
472LLF-4"SSDR 21 SIN DRY/ F i I DI CARRIER PIPE -
BORE & JACK I t1 11 DRY BORE & JACK i I
11 l4
M/__ I1 r!rl _1 6" THK CONC APRON I I
E%a"WATER LINE M 5— 11. I
TO PUMP STATION SITE - - -
�A17R'Op 61Tcif-L---H��r _1. TF�c�61£ —y -6' —'yam p. `•
-na.0 I ti I1 `ram A " , 1—
GARDNERS SCHOOL ROAD — -
- �i13.5-- _113. � �1_ wi 1>. V' ®,- ` \ ��l{-L��\\\}
125 _®I��1■I _� �___��[�■■ii.._____ 125 0 USE oF,ylSn j 1, •,! p',° /\7. J
L� ■ ELF R� 1- EX "WATER L E� _�/ 1 i w -4] 0+50 A '' /
122 _malen"J■ _m mm__ FOfN■■lliim___�W I�� i %,�122 120 5 120 ,A�"EIP It t�1 1,.1 N12'44'17"W s—c / /
/
It8 118 2" TAP FORCE MAIN FLUSHING' .bi 1/"EIP
1.11111•1111101111111111 ", ii=;
a2" WATRM ER x __118 __■�1=__-I____-I■■■�____ ''&•. �, I / x �x_x ` �x_x CONNECTION
i + 118 11112,1i
2" RPZ WATER
x x 114 5 x I� x/ °
003 ,<�O
yaw N
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MMIIIIIIIIIIIIMIIIIIIIIIIIIMMNIIIIIMMM < \ k 'X M
w 114 ���l�114 / \ 8" SAN SEWER I N/ /
114 ����.■■�'' � ��� --, •,,./ I•
114 40 LF-8" - / //1 12' DOUBLE GATE I
III STEEL CASING / 3 /
I_�� nt=�iZi 7�- -____ I II 110 1 110 2" WATER LINE �L'1��,00= lI hl l l
110 IIIIIIIIIIIIIR-21 SAN iiiiiiiii•IIIIIIIIII0 ,�I 110 'ime 4 F PVC ORCE MAIN2�� � / 4" FORCE WATER/
pp C1\ �// :1
✓/�/
4" GATE VALVE 6 99 "as /
_ ION �o�l� 106 2 4"-45' BENDS - �L / / /
106 106 e3/ o- .n 4'X6' PUMP CONTROL
®�m � ��� 1•1--_______-11 161.1111111140 LF-16" ,M/ YARD HYDRANT °. / RACK & RAINHOOD
�s —_��l 102 STEEL CASING y, y p- .I,—s /
MMMMMMM■�AMiii�'Ly���s��i.l� 1 ;�i CL PUMP STA L_ 11ss J i r
102d. 11
m m I��L\pU�\\\\\ 102 / STA 0+84.60 CONC 116.00
0 0.50X 5.0' ID WETWELL w/ /
/ POWER POLE CONNECTION
: 0 DI• •I.:
DUPLEX SUBMERSIBLE 115
c c ® 0. F 98 98 / PUMPS i ` &AREA LIGHT
na � i�
98 "zz nmwpocicc� _ / x6" CABC��� i vZ oMi ^ s P TowN of snRATo, NDN % CONC PAD
a tr^ +_^ , �\ 15'X15'X6" REINFORCED
94 ,o• ? 94 / Pea A OI► 7CONCiN-'1. yoo: 8' HIGH VINYL COATED ies / 115.00 /ro ^ 3 Am to z_ CHAIN LINK FENCE /�
94 o00 _ I ��
/. / w/130 KW REINFORCED
GEN GENERATOR & 48 HR
mm z z z 90 0+00 0 50~z 1+00 90 Vz-EIP S12'S6'S6"E ' DIESEL FUEL STORAGE TANK
61.6T
90 90
15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
PUMP STATION SITE
SCALE: 1" = 10'
50' 0' 50' 100' 150'
3-10-23
......................
Revision Date By 2022 SanitarySewer Date: November 2022
�N•..• ADDRESSED 05 03-23 TM Town of SaratogaMap No.
Herring—Sutton per& Associajte's, P.A. Delve:1" = SD' (hon
••t♦•• 101gr'80 C ADDED FORCE MAIN FLUSH CONNECTION 06-01-23 TN Engineers — Surveyors — Planners / F License #C-2310 • . Improvements Drawn D Sr vat 2020-9561B
A4-; 1tiev,e Wilson County] North Carolina y
.4:4"•••••".4`•• 2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] .7 Construction Plan
.... Sheet No. CP-3

0
\\ \
\\� ' \ ��/ ` \ \ \ ALL ROAD SIDE DITCHES TO
\`C \ \ BE MATTED WITH NORTH
��' �. ® �� A A AMERICAN GREEN 575
rvv A �1v 2a� `� I , ' ♦ vv V vv
avI �i� II F I A\ • AV LIMITS OF DISTURBANCE
\\
\ \ `� ` 7619 PITT ROAD
k\ \
\ \ ® - I I I CONSTRUCTION NOTE:
�\ \\ , ® N/F `,\\ `� MARTHA R.PRITCHER ' F 1 w
\\ JANE MARIE COLE ` WEEENG I o I EX MOBILE HOME UPON COMPETION OF SANITARY SEWER
I
Sa= LINE & SANITARY SEWER SERVICE
\\ ' e :' �\ I L D N,� IL INSTALLATIONS CONTRACTOR IS TO
PROPOSED 8" SAN SEWER
\ \ ® /` E%3/4'WATER _ PROPOSED 5'1SMPORA5r 4 N
\\ SERNGE TD) ` CONSRUCTONFASEMENT II RE—GRADE ROAD DITCHES TO PROVIDE
___,.„
® ` �` a L. POSITIVE DRAINAGE, MULCH & MAT.
it
Ex q�p, FINE M��� m, + EXEDGE OF PVM'T + —� I1
_ _ _ _
• M M __ O M o = E%EDGE OF PVM'T O
nfto_
�` kot; — o moo=I�_
w O� : g"i$S 2 GAS IJ� — —
��- E MH 5 I I WELLlial N STA 5+96.41 =
,1 — �'�-�NI� � PRGPasEn s' WATTLE I STA 0+00
TEMPGRARr STA 3+14.60 q
\ ® ASIAEHiPa" (TYP.) r-- - m a DAISELLE PLACE p&I
MH 6 ' ' I Ex DWELLING I u. u, BM 500 Vi II I I rn
BM #501 STA 0+00 = LIMITS OF DISTURBANCE W ELEV 114.48 II
ELEV 115.07 \ 1 STA 20+24.21 N E 16rI
\ \ \ GARDNERS SCHOOL ROAD MARTHA R./PRITCHER 7616 PITT ROAD ml 1+0
I I--
&JANE MARIE COLE hl
1 —
PITT ROAD
125 125
E
122 $ 122
118 118
1141, -� �i-�`--i-- _1114
J JlI
110 0 11a
106 �h 06
—L- 282 LE 8" PVC 0 0.50%
__---
102_ 315 LF 8" PVC O 0.50%
ro n 102
woo^
3o
-v-
aO1 �o�o
980 ;CO gah� "to-
98
oa21: f?'o
,o-Wo _o»
94 �toll �^
Nr-- 94
90 90
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
50' 0' 50' 100' 150'
3-10-23
SNa Revision Date By SanitarySewer Date: November 2022
�//�, � DDRSSDCOMMENTS 050=2 TM Herring—Sutton & Associates, P.A. Town of Saratoga 2022 Scale:1" = 50' (non) Map No.
1="',,'?,' .SEAL : ? Improvements 1" = 5' (wort)
,o,ao - ineers — — Planners Firm License C-2310 2020-9561B
p92 , ,, Surveyors # Wilson County] North CarolinaDrawn by: th
-.M......•• s.,, ,, 2201 Nash Street NW • Wilson, North Carolina 27896 •• [phone] .7 Construction Plan
,,eLs•,.. Sheet No. CP-4

CONSTRUCTION NOTE:
1 _ OF DISTURBANCE • I ALL ROAD SIDE DITCHES TO UPON COMPETION OF SANITARY SEWER
1 - - - _ LIMITS BE MATTED WITH NORTH LINE & SANITARY SEWER SERVICE
12.7 ACRES �ii� I AMERICAN GREEN S75
r' "�"�"�" "�' �' " " " " INSTALLATIONS CONTRACTOR IS TO
7717 DAISELLE PLACE 7723 DAISELLE PLACE RE-GRADE ROAD DITCHES TO PROVIDE
M7601 DAISELLE PLACE 7701 DAISELLE PLACE I I POSITIVE DRAINAGE, MULCH & MAT.
I---7 7707 DAISELLE PLACE 7713 DAISELLE PLACE '
r Dw 2Nc I I Ex ovwwNc ..2_1.1.
w 1 w 1 1 nN I---- w 11 EX DWELLING { "w L 1 DwEL Ncv
n N Ex DWELLING V N N I
b o=� +�� *at1 ';',IL.
I_
P 1 - <' <� N L J �wL DAISELLE PLACE
o PRDPOSFD 5'IFMPDRARY MH 3 '^v'^ MH 2
1 w I DDasm agN EASEMEa l i STA 2+14.04 STA 3+88.90 Ex 37a WATER 4•
- x R,— I — a__ — }=— — «e DE — F1 1 l;
REMOVED & REPLACE 11 a O MH
ASPHALT PAVEMENT _ Ex a WATER uNE _ 7 �:\ STA i6+66.60
M---��� M---M __ =M= —M M —_ E.�
MH 4 a E EDGE OF PnAT O pO O O M O M P
STA 0+00 = _+ A. .qc + Ex EDGE OF PVM•* N Gas E / ® r,
STA 5+96.41illh _! act j: M 'Rc_ �ii—FM. ilk�sE70, l EX DISTRIBUTION BOX L J EX DRAIN FlELD
Zii
PITT ROAD �� S► =7 - siirarg • O ! sett s_ M s - ,7 �l e7Fr - Y
, PFuGE MN Sao Q� cv W a!•.• I, ` --' ■ v o - g� 1.11N➢- 2. FJ�
I 3 b I 1 3 I§`1 0 PROPOSED
r i
BM ;500 w T PRDPosEo❑TEMPgtAR � A 'wx' m NousE RSDS w \\ WELL NousE 4" CLEAN-OUT EX SEPTIC TANK I I
r NAIL SET IN PP I I II I m� 1cwsmucnoN P.Qaovl Nam I M'"� Io,' 1 nz ��n ` I EX STUMP TO BE REMOVED 4"X4" WYE I_-I52
ELEV 114.48 I I WATTLE
'ate �. � •
�5 TTT N.4 r +ate ABM #508 4"-45' BEND i
I I# fJ f '^ u,<' ` �vv. I.��� 4.. TEE TIE-IN
Nrc
I I III Gvm I ------ I ----1IN� Ex''''TONG N NAIL SET IN ♦1P
"' Ex DWEwac 1 - 1 ELEV 1 16.77 I ',VI
® r-- L - I Ex DWELLING I• LN - PROPOSED 8" SAN SEWER Iv ---,
7619 PITT ROAD 15÷
00 _ I DWEwN_ I I ---J I --I • 1 DWEI waG 1 11 j
I� d W EX DWELLING
L- I°Lw A• °x� 7618 PITT ROAD I 7708 DAISELLE PLACE I I 7716 DAISELLE PLACE I 7720 DAISELLE PLACE L -J 'I 00 O0 e
A 7704 DAISELLE PLACE
I I r • 7712 DAISELLE PLACE • --- 2 m Q
r I �"- �, I I DWELLING I 7724�ISELL-PLACE N s
L L 11
r1.
I I I r LIMITS OF DISTURBANCE II I L J I La
I W lal CD.
m a z
w I : I 1 oQ d
CL
I I I I I I I I ON
II
4+00 b eP 0 o_
PROPOSED PROPOSED 5'TEMPORARY
4" CLEAN-OUT BOX -\ CONSTRUCTION EASEMENT
4"X8" WYE
k EX R
a
PROPOSED 8" SAN SEWER
8"OSSI" 8"4SS .".SS
DAISELLE PLACE EX VP
125 125
1
123 123 CONSTRUCTION NOTES:
- - _ m 1 - OBTAIN PLUMBING PERMIT FROM WILSON COUNTY INSPECTIONS.
wrn mm �w ma� ao� mm- ✓iw3 m - m_ mw _ o�
oa„mmow= - _ - 2 - LOCATE EXISTING SEWER PLUMBING LINE FROM EXISTING DWELLING TO
119 C tea. w ` I' w 119 EXISTING SEPTIC TANK.
30? _ Na 3 - INSTALL NEW 4"X4" TEE TO THE EXISTING SEWER PLUMBING LINE.
xa _
gi-
115 �a m` 115 4 - EXTEND 4" SEWER PLUMBING LINE TO THE NEW CLEAN-OUT.
I r- -
�
- -----�,! �- _J 5 - HAVE NEW SEWER SERVICE LINE INSPECTED BY WILSON COUNTY
I L - Ill_---- 4��----------r--'--- -_- (r-I I--J BUILDING INSPECTOR PRIOR TO BACKFILLING NEW SEWER SERVICE LINE.
ll _ 11 f—1 --1 I__ _
111 - _ — — 0 n1 6 - PUMP OUT EXISTING SEPTIC TANK AND DISPOSE OF SEPTIC SEWAGE IN
— — — — = \ — _ _ _ _ — APPROVED LOCATION.
APaa.LOVA� .o,Lx T.GAS LIN�
- 7 - BREAK OUT TOP OF SEPTIC TANK AND/OR PUMP TANK. BACKFILL WITH
107 SAND AND REMOVE DISTRIBUTION BOX.
278 LF 8" PVC O 9.50X o 107
175 F 8" PVC O 0.50% ,n ,$ 8 - PROVIDE MINIMUM 4" OF TOPSOIL OVER DEMOLISHED SEPTIC TANK,
214 LF 8" PVC O 0.50% o ,no iii PUMP TANK, AND/OR DISTRIBUTION BOX, AND NEWLY INSTALLED SANITARY
H 'onec ��F 'o SEWER LINES.
103$o�c aMOF e1^'?'o aii 103
c<o- �zo gg2gg 9 - SEED AND MULCH ALL DISTURBED AREAS.
Yf __
+.o=?o 'kill 10 - OBTAIN RELEASE FROM PROPERTY OWNER.
99;46e
" 99
SANITARY SEWER RE-CONNECTION DETAIL FROM EXISTING
95 95 SEPTIC TANKS TO NEW 4" SANITARY SEWER SERVICE
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
NOT TO SCALE
50' 0' 50' 100' 150'
3-10-23
�N. ••.,, Revision Date By • • 2022 SanitarySewer Date: November 2022
• .";= Herring—Sutton & Associates P A (hors)
ADDRESSED COMMENTS 05-03-23 1 g , Town of SaratogaScale: = 5D'( >) Map No.
= 10180 Engineers — Surveyors — Planners Firm License C-2310 Improvements 1" - 5 "°�` 2020-9581B
%°/;' °_° �° ) # Wilson County, North Carolina Drawn by: th
tiItrE '�`" 2201 Nash Street NW Wilson, North Carolina 27896
'.1'iF,L:"'s... • • (252 291 8887Construction Plan
,,,,, Sheet No. CP-5

HALLIDAY PRODUCTS
ADJUSTABLE 24"-38" STANDARD SIZE
(610 MM-910 MM) 4
i (STANDARD) MODEL MAX.LOAD UNIT WT.
w NO. LBS.(KG.) LBS.(KG.) VARIES(4'MINIMUM)
QB PART
,a D2B36D 1000(454) 96(44) 1 CONDUIT FOR TELEPHONE
• DUTTON-LAINSON CABLE O5 \p�
VANCH 1/4"(7 MN) �^ Fr, 2 PVC(TO L)FOR LIQUID LEVEL CONDUITS
m- ASSEMBLY S.STL / © 13 (3)'SEAL-OFFS'USING NON-HARDENING SEALING MATERIAL
NII 1 4 PUMP CONTROL PANEL WITH RAIN H000(DETAIL 734.03&734.04)
5 -V V o �j 5 RED ALARM LIGHT W/HORN
1 ✓ 6 UNDER HOOD PANEL LIGHT(FLORESCENT COLD START)
30'n42"ACCESS DOOR-HALLIDAY L w z 6'MIN. -.-
PRODUCTS �Y I ] AUTOMATIC TRANSFER SWITCH FOR GENERATOR PUMP
11:11
SERIES S1R-MODEL S1R3042 a1 (NOT REQUIRED WHEN BACKUP PUMP IS USED)
•° a 1 TON 0.-'" I I'� B POWER FROM CONTROL PANEL TO AREA UGHT
HOOK ( 9 /8 GROUND TO DRIVEN GROUND ROD(OBTAIN 25 OHM RESISTANCE OR LESS)
/� e " 10 GROUND(VERIFY WITH NEC)
STATIC O ®®q 10 14 11 PVC CONDUITS FOR PUMP LEADS(EACH PUMP)
LOOP 24"=49" 12 3 FUSE SERVICE RATED DISCONNECT NEMA 3R FUSE
Rio DAVIT (810 MN=1245 MM) 'a 19 -
2. Fg .. ©p 13 COPPER(THIN)IN CONDUIT TO DISCONNECT
38'=34" � _n 14 25'CLASS 5 TREATED POLE FOR AREA LIGHT(BY CONTRACTOR)
�� (914 MM-884 MM) `V 15 AUTODIALER EITHER IN PANEL OR IN NEMA 4 ENCLOSURE
UFTING HEIGHT "-I
�,*-� Il-•--(1�6 16 SS JUNCTION BOX FOR PUMP POWER CABLES&ROM LEVEL CABLES
i _ • 80'(1524 MM) NOTICE: 1 L.i (JUNCTION BOX TO BE NO MORE THAN 5 FEET FROM HATCH).
HALUDAY PRODUCTS SERIES OVERALL HEIGHT ' \ - - 17 AREA LIGHT WITH SWITCH CONTROL AND PHOTO CELL
S" 1yn •HALLDAY PRODUCTS STAINLESS `I'
I(� - I tT /I I PORTABLE HOIST CRANE - •. • (
_ 11 `\I STEEL PORTABLE HOIST SHOULD - _ '-•�'1 _ - _ - 18 CONCRETE FOOTNG FOR SUPPORT POSTS
2�\ ii NOT BE USED TO MOVE PEOPLE � 7 1"r"
4.0 FORCE MAIN r- ,1�. - 19 3'GALV PIPE(TYPICAL). FILL SOLID WITH CONCRETE.
OR LOADS ABOVE PEOPLE <TO WETwELL 11 --
DISCHARGE PIPE MAST _ t 13 20 ELECTRICAL CONDUIT BY ELECTRICAL CONTRACTOR
■ INSPECT CABLE AND HOOK
�'ll� VII'■%�II�■ .Jew •CONNECTIONS BEFORE EACH ¢CONCRETE �� _
II y- -� �� USE. a FOOTING-4.L 1 J t i` !
- • - VENT SEE NOTE 1
__It,,, I 1, • ' r DIA. ti m
5-0"ID WET WELL
\`� RISER and ELECTRICAL
HP SERIES DB PORTABLE HOIST CRANE DETAIL NOTE& DIAGRAM DETAIL
1. Underground service by contractor from meter base&transformer.
- - (Transformer and
d meter base provided by power provider)
I 2. Service to be I phase, 3 wire,120/240V (Phase&voltage availability to
be verified)
3. Use copper wire onductors with 600 volt"THWN-THHN" insulation.
4. Electrical service to meet N.E.C. & N.C. Electrical Code.
INSECT SCREENED OPENING
PLAN VIEW ELEVATION UNDER DOME COVER
3"C.I.PIPE -'
- 13 1/2"MIN
- I. I. - - 1MEIER MAIN AUTOMATIC
A
BASE DISCONNECT TRANSFER SNATCH
-°- FROM POWER
I . COMPANY
VENT TO BE -_- ---- ---- 3ARE -
WET WELL IN CONCRETECAST O 200A
(SER RATED) 1 PHASE
ACCESS DOORI SLEEVE FORHOIST CRANE 1 FUSIBLEV z30Hz 60
-�/'� VENT
OP ALARM I PHASE ALARM NEMA 4 NEMA 4
\` 1I VENT DETAIL I I GROUNDING AS aD 2 m+ERPHAS
POWER CABLE TO MOTOR 2DDA z3Dv
REa'D BY NEC 120/230V,1 PHASE
°• TOP OF NETWELL ELEV 116.00 I (FOR AE EEMENTS) DIESEL GAS
11;
PRECASTVALVE OCONCRETE - - _ HOoRN TIGHT I
♦♦ GROUND LEVEL I II i! AREA UGHT
4 250W T11 I I
{ ..//" ELEV 114.50 TO BATTERY CHARGER
I\\\1 To HEATER POWER COMPANY ELECTRICAL CONTRACTOR-INSTALLED HP LED
4"GATE VALVE W/BOX I U\" I za0v t_PHASE1) J H ASE To CONTROLLERTO CONTRACTOR-INSTALLED UGHT W/PE CONTROL(250W MIN)
CLASS T 3,000 PSI r ALL-WEATHER HEAD
FIBER MESH I I D -- NEMA 4 I
�� CONCRETE 1"CHAMFER ALL I RECEPTACLEI
12SV DUPLEX 4"SCH 0 PVC REEVE FOR AROUND TOP OF SLUR I I
- - CABLE OUCRNG TO CONTROL L- I STANDARD TREATED UTILITY
4"0 FORCE MAIN PANEL AS WELL AS FOR PUMP STATION- L---- I SERVICE POLE(PER POWER
DISCHARGE PIPE _ _ _ AERATION&VENTING CorviROL
EVER 111.00 - _I I_ • PANEL -, COMPANY REQUIREMENTS)
No.5 BARS EACH I I II
WAY 8"O.C. L - RA010 ---J
11 _ ® _ • _ Ej L_1 TELEMETRY
TRY
NIT
NEMA 4%
8� RATED
MIN • 8'SAN SEWER INLET PIPE
INVERT 101.00 1 1/2"CLEARANCE
r 1] TOP&BOTTOM
BALL CHECK VALVE - -
()0 HIGH WATER ALARM ELER 100.00 PUMPS r'' METER BASE
I ff, CONCRETE PAD FOR 30KW GENERATOR DETAIL 1
p U HIGH LAG PUMP ON ELEV 99.00 POWER CONNECTION SCHEMATIC
4'SAH BO PVC DISCHARGE UNE i
r -
I O LOW LAG PUMP ON ELEV 98.18
41 - PUMP OFF ELEV 97.00 m
2-STAINLESS STEEL CHAINS H \
- r BALL-LIFE FLAT 5'-0'MIN. ALUMINUM RAIN HOOD 4N TS V�`��`�``�M`'`A4444v l r:��%�`%'v.%``v�,%�%�``v'v%..
5'-0-ID WET WELL �'I_ SNITCH(TYP) v�'
2-SUBMERSIBLE NON-CLOG PUMPS SEE //// �nI
ELECiR CAL - NUT.BOLT,STEEL � � I.0 I TO MAIN DISCONNECT
2-2"SCH 40 STAINLESS S1EEL GUIDE RAIL - '(fl/ U CONCRETE NETWELL DIAGRAM FT --- I"I WASHER WIN z
NEOPRENE GASKET
PEDESTAL �� \ - _ K
1 SEE -
S.S UNISTRUT 1 FOR RISER k POWER CONNECTION DETAIL
I - m Z SUPPOITTS - I ELECTRICAL gAGRAM
2a : ` / 1 ; STAINLESS STEEL PUMP STATION DATA
/- 4.
c7 I. - --� NO.BOLT,&
MIN ,L, INVERT ELEV 95.00 1 1 WASHER WTI&
NEOPRENE GASKET CAPACITY(GPM) 82 GPM ELECTRICAL NOTES
} TOTAL DYNAMIC HEAD 28 FT
• 1'-6' DISCHARGE SIZE 4" 1.ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST
U, ll���r ° T✓O } 3'GALV.PIPE POWER REQUIRED(MIN.) 2.68 HP REQUIREMENTS OF ALL APPUCABLE NATIONAL,STATE,AND
Ua� O (TYP,)FILL SOLID MAXIMUM RPM 1200 LOCAL CODES,STANDARDS AND REQUIREMENTS.
STABILIZATION STONE O A/+ WITH CONCRETE EFFICIENCY REQUIRED 35% 2.THIS PANEL LAYOUT IS SCHEMATIC ONLY.CONTRACTOR
4.
' ,• ., ELECTRICAL CURRENT 120 PHASE,
SHALL MAKE ADJUSTMENTS AS NEEDED TO ACCOMODATE
POr Y-_ (/ jp�1l,/I J YX a •\ _ - THE EQUIPMENT SUPPLIED.
/l<�=1 ;' ��\V'lr.0 A Awl .. _a�_ 1 PHASE,60 Hz.
•,-7 II-II- - f�- TOP OF SLAB ELEV. 116.00 3.ALL WIRING AND CONDUIT SHALL BE SIZED ACCORDING TO
" III-II:I I.,_ I I pp 1 I I-111- INLET PIPE INVERT ELEV. 8 0 101.00 SERVICE REQUIRED AND PER NEC REQUIREMENTS.
CONCRETE FOOTING I I 11=III=III=1 11 G ''ll ,I I Illr HIGH WATER ALARM ELEV.(") 100.00 4.ALL ABOVE GROUND WIRING TO BE IN RIGID GALVANIZED
SECTIONAL ELEVATION i1 ITT ITT IT pp
I 1-II=1I'-Ni7i I I. F ? I I' II' HIGH LEVEL PUMP ON ELEV. 99.00 CONDUIT WITH PVC JACKET.UNDERGROUND'WIRING TO BE
(I' I I a (1 LEAD PUMP ON ELEV. 98.18 IN SCHEDULE 40 PVC C LOCATED UNDERGROUNDONDUIT. TRANSITIONS SHALL BE
•L.I �< •+ PUMPS OFF ELEV. 97.00 5.ALL WIRING SHALL BE COPPER,THHN,OR THWN.
STATION INVERT ELEV. 95.00 6.INTERCONNECT ALL GROUNDING RODS.
SANITARY SEWER PUMP STATION w/ DUPLEX PUMPS DETAIL
T PROPOSED FORCE MAIN 2032'-4"0 7.INPUTS TO AUTO DIALER/TELEMETRY UNIT FROM PUMP
t2" 12" i 12" FORCE MAIN DISCHARGE ELEV. 111.00 STATION,GENERATOR,ELECTRICAL PANELS,ETC.TO BE
p, r- FORCE MAIN HIGH POINT ELEV. 113.00 INSTALLED AS NEEDED TO SUPPLY REQUIRED DATA.
WET WELL DIAMETER 5'-0" 8.ALL ELECTRICAL ENCLOSURES TO BE NEMA 4 RATED,
No Scale 1. size before construction of roinshield and EXCEPT RIO SHALL BE NEMA 4X RATED
Contrador shall verify
y control panelAS DESCRIBED IN SPECIFICATIONS.
modify as required.
RAINHOOD DETAIL
3-10-23
ZN' Oyu'•,, Revision Date By Date: November 2022
s 4,........„
ADDRESSED D6 TM Herrin Sutton & Associates P.A. SanitarySewer Gala: No Scale
ADDRESSED COMMENTS 05-0 ADDRESSED COmMENTS S-23 1H Herring-Sutton , A Town•. n o f Saratoga Map No.
•z; Engineers Surveyors Planners / Firm License #C 2310 Pump Station
'4, •........•�� 2201 Nash Street NW Wilson, North Carolina 27896 252 291-8887
Wilson County, North Carolina Details Drawer by: th 2020-9581B
••,f L. 5 °' Sheet No. DT-1A

TURN DOWN ELBOW WITH SS INSECT _ it` s=
SCREEN(LOCATE PER DRAWINGS)
='� `".r,%=?�"
env RIGHT OF WAY-NOTE 2 R/W o n ,,,•" �••�,vr:.:.,Y-�. '''I' `'\
V SMOOTH EDGE.ADDITIONAL ,v 1
FIN.GRADE c " / ENCASEMENT SAW CUT E%ASPHALT te•A rv��� `�\t:�/�/
tIA
r,VENT
2"GALV.VENT PIPE(1 PER CASING)V /PE ' .,N TRENCH SHALL BE '
5' TRENCHES TO PROVIDE A -.•+�. A •
lA
BACKFILLED WITH
SHOULDER PAVED ROAD WIDTH SHOULDER VENT PIPE TOP 3 FEET OF
it SEWER MAINS \ CUTTING MAY BE REQUIRED TO y
aPROVIDE A STRAIGHT EDGE. / S.
ASPHALT o ONLY)-, AT HIGH END(SEWER MAINS ONLY) // �,T%fi -, STONE SCREENINGS. till...Mr 7 5/16'
f.
o - - _ 8"BRICK N1TH TYPE M OR S MORTAR 4QG���ROAD BEO _ END SEAL N1TH 1'DIA.PVC WEEPUNDISTURBED EARTH,H_z. ,
r _ _ III13 •
, IIF HOLE AT BOTTOM OF END SEAL(ON �� P.#
"� _ ��� SELECT EARTH " TRENCHI(FlNAL)CBACKFILLD 6"LAYERS,
- BOTH ENDS OF ENCASEMENT) TO _
18 JT DIP PIPE *� -re (INITIAL)BACKFILL FLOWABLEDFILL AS AN ALTARD PROCTOR ERNATE MAY N,\%-- �` /
A STEEL CASING PIPE o (DETAIL 511.02) /�_ 2
-TYPICAL SEE CHART BELOW�, �, U . \ • / �A BE REWIRED BY CITY ENGINEER. _
. -?�� 1} _�: TYPICAL 18'JOINT
1 kt --- 4..mi -;;, 1---- l( ` /�-� I CARRIER PIPE ` BEDDED PIPE TRENCH WID H= - IP I 3
I
CARRIER PIPE (PIPE O.D.+12"MIN.) /
/� 5'MIN. MIN ?y•
\ • CSTEP 1� (PIPE O.D.+24"MAX.) 7 / s kr •
8 BRICK&MORTAR END SEAL MECHANICAL JOINT DIP BEYOND MIN. -� L / // - 6
WITH 1"DIA.PVC WEEP HOLE PIPE SUPPORT ASSEMBLY.MINIMUM 3 SPIDER F/L OF /y TRENCH CUT AND 16"
AT BOTTOM OF END SEAL(ON ASSEMBLIES PER STD.PIPE LENGTH.3RD DITCH �' �. 'A � 7 3/
BOTH ENDS OF ENCASEMENT) SPIDER TO BE CENTERED BETWEEN �, ' '�:�_�k' END SEAL DETAIL TEMPORARY BACKFILL
_ LENGTH PER PLANS _ \,
Y
CARRIER PIPE CASING O PIPE ,I W FABRIC OVER WEEP HOE,- PLACE NON-WOVEN R COUR EOTS TYPECONCRETE59. . SURFACE EXISTING
`
COURSE RE.MATCHRF EXISTING PART MANUFACTURER MODEL/Cot.No.
RAILROAD HIGHWAY I ASPHALT DEPTH OR 2"MINIMUM. ,r;•�' / VALVE BOX& CAPITOL FOUNDRIES,INC•
,, / ` ALL PATCHES OVER 2"THICK SHALL BE - S/J VALVE CAP GENERAL FOUNDRIES,INC"
NOMINAL OUTSIDE OUTSIDE WALL OUTSIDE WALL PLACED IN APPROPRIATE LIFTS --,o....A�•a.. K� Of •SEE PRE-APPROVED PRODUCT LIST
DIAMETER DIAMETER DIAMETER THICKNESS DIAMETER THICKNESS .i' ui; MJ1RMSs•
PLACE 1 TO 2 CF 7 STONE IN
6"&UNDER 6.90" 12 3/4" 0.188" 12 3/4" 0.188' NON-WOVEN FILTER FABRIC BAG& -" +" '•
P1 REMOVE CONTAMINATED
8" 9.05" 16" 0.250" 16" 0.188" PLACE BAG SNUG OVER WEEP HOLE. £ 'Y-,�y f}`°i.'
MATERIAL AND REPLACE WITH
10" 11.10" 20" 0.261' 20" 0.188" \< y F:� CLEAN SCREENINGS TO
BOTTOM OF OMPOSED 1/a,
12" 13.20" 24" 0.344" 24" 0.188" -y, PAVEMENT,COMPACT
14" 15.30" 28" 0.406" 28" 0.219" VENT PIPE 1••
i6' 17.40" 30" 0.406" 30" 0.250" (SFWFR MAINS ONLY) :y .sr-•
20" 21.60" 42" 0.563" 42" 0.261' ,P A`� V xT"gip. CSTEP 2) CONCRETE BLOCK OVER
24" 25.80" 42" 0.563" 42" 0.344" /� STONE SCREENINGS
*DIMENSIONS ARE WITHOUT COATINGS 71 PAVEMENT REPAIR 7
WALL THICKNESS /1•4j"•i:•� •
,vl
PER PLANS _ '1� I. y
A.. r t. J
3/4"DIAMETER NOTES:
STAINLESS STEEL4-)6,. 9.r
, r
NOTES BOLTS 1. See Detail 511.01 for location of metallic tape and locating element (e.g. tracer o T.
wire) over all pipelines. lY" ,
1. Installation by dry bore & jacking. 2. All exposed asphalt surfaces shall be tacked.
2. Bore to run from Right-of-Way to Right-of-Way unless approved otherwise by WEEP HOE 3. A min. 1 1/2" thick overlay of type S9.5B asphalt, 25 If each way along
the City. pavement from c/I of trench may be required by the city. NOTES: 'may•
3. Grease encasement pipe as required for ease of installation. SECTION A-A 4. Detail applies to max 4' x 4' square cuts. Saw cut ex. asphalt when trench. 1. Use heavy duty traffic lid marked "WATER".
4. Steel pipe to be 35,000 psi min. yield strength, grade B.
TYPICAL DETAIL for BORE UNDER PAVED ROADS / HIGHWAYS PAVEMENT SURFACE REPAIR DETAIL STANDARD SCREW VALVE BOX DETAIL
0 METER
TOP HINGE PER -SEE APPROVED MATERIALS/PRODUCT LIST
MANUFACTURER
O METER SETTER
3/8"DIA DIAGONAL -1 1/2"FORD VBH76-18HB-11-66-NL OR APPROVED EQUAL
TENSION RODS AT EACH -2"FORD VBH77-18H6-11-77-NL OR APPROVED EQUAL METER SETTER
GATE&CORNERS OF
LINE FENCING(TYP.) 3 CAPER BOX (CENTER IN BOX)
TOP RAIL CAPITOL FOUNDRY MBX-5A OR APPROVED EQUAL 2'-6"MAX. #3
WELDED 2"DIA GATE2 RERAR
D 1D" _
WATER TIGHT CLOSURE FRAMES(TYP.) tik
OURB STOP-FIPT x COMPRESSION 1 1/2'FORD 841-666-WG/MUELLER B-25172 •
-2'FORD B-41-777WG I < , "_-
CAP EACH POST ��- e� -_ - 'CLAYTON'MODEL 5451 or �j( _ O lI/
ri,-.1 ONE TENSION WIRE CLIP •ram Ii Ir\ _ W'OODFORD W-34(3/4'), - - - IIMII - �� - 9 yr
EACH LINE POLE li WOODFORD Y-1(1) - - IIH
No.11 GAUGE(2 1/4"MESH) T
/ (6 OUNCE MIN. ENSURE POSITIVE GRADE
No.11 GAUGE&1 I ) I III III III I AWAY FROM BOX '1 - ��� 711711,11
x<" "
BEVELED GALVINIZED STEEL 3/8"MIN ROUND i_ J I``
BAND WITH BOLT&NUT III ROD W/TURNBUCKLE III rl - 3 �.I 1pI.61111 III a
III III- III III - 2'x2'x4'CONCRETE PAD CONC.BRICK EACH I ��..•• V © r
lmIIITOP OF STONE END TO COVER SLOT `OI�t I III It11mIII _ III ��� , II
6"NO 5]STONEf ®I_ - c•
1/2"CROWN - 'LA - . ."-�IL- �� 1- CONCRETE BRICK ��� I k ':, I_ 1 PLACE VALVE BOX OVER
GROUND CLEARANCE LEAF GATES CURB STOP DETAIL 513.01 _�_ill OM
3"MAXIMUM AT EE GpAn 1"MINIMUM HINGE PERN CO11
TENSION WIRE ND.] MANUFACTURER
r
12,. ■
GAUGE GA STRETCHED
COIL
1 C.F.NO.57 WASHED STONE O
SPRINGS STRETCHED OUT
MUSHROOM I^I - TYPE PR COPPER,PE 3406 TUBING ,
TYPE •
CGATE BLEEDBE VALVEADIN REQUIRED, ry • ' Al ill A AN EQUAL THAT MEETS - • '
12"I ANCHOR TO BE LOCATED IN STONE io `.- r , -` PSI STANDARD WITH 160 ^'
F CONE.FILLo
, PSI WORKING PRESSURE
o.
-Ill-III_ 2'x2'x4"CONCRETE PAD - li 1 SADDLE TAP WITH CORPORATION
w STOP.SEE DETAIL 513.04.
p I -COPPER SERVICE LINE SHOWN.
Z CONCRETE FOOTING 1'-0"DIA.(TYP.) I I-III o II '" -1 -COPPER
1'-2"DIA AT CORNER&GATE POSTS III 11-_"-" 11 II III
10'MAX 10'-0'MAX TYPICAL OPENING GATE - 1. Valve box pad is to be made of class a concrete (3000 psi 0 26 day!).
NOTES. . 2. Valve box pad can be obtained from:
NOTES Stalling! Septic Tank, Greenville,
1. Meter box and meter to be provided by city and installed by contractor. All other Pump And Lighting, Kinston
1. Chain link fabric to have vinyl slats & must be opaque. portions including setter, brick, and stone to be provided and installed by contractor. Masonry Supply, Inc., Selma
3. This detail applied to non-paved, non-traffic loaded areas only. Otherwise use a
TYPICAL 8 HIGH CHAIN LINK FENCE DETAIL
STANDARD 1 1/2" & 2" METER ASSEMBLY DETAIL ;ad 'e;ar " }hick 3,000 psi concrete stabilization pad in paved and traffic
areas.
VALVE BOX PRECAST
YARD HYDRANT (NON-FREEZE) CONCRETE DETAIL
3-10-23
tN CARp4� Revision Date By e P.A. Date: November 2022
'`( 4"`= ADDRESSED COMMENTS
03-0B-23 TH Herring-Sutton & Associates, Town of Saratoga Scale: No Scale Map No.
mi et- :2 •SEa ;,, b $ Miscellaneous
Engineers - Surveyors - Planners / Firm License #C-2310 Dra„n b 2022-9561B
SIP. .'.: Wilson County, North Carolina Construction Details th
,''•40/e'L.-"c ' 2201 Nash Street NW * Wilson, North Carolina 27896 • [phone] Sheet No. DT-2A

12" 12" 12" 12" TABLE 10.7-DESCRIPTION OF MATERIAL CLASSIFICATION (As Defl nod In ASTM D2321) TABLE 10-5
I, Att RECOMMENDATIONS FOR INSTALLATION AND USE OF SOILS
Nam. ercentage ors a g Sieve Sizes cr Drees o s AND AGGREGATES FOR FOUNDATION EMBEDMENT AND BACKFILL
N
II III II�I��-l��' III�I c TrP S c,or e Description s 0 z a (A'o ) ( Ts-m ) (o:oiszoo 1 LL pL �"w'e aAss IA crass e crass
�IIE IIII I a ( Tel 107)
I I=11 11 E k I E31 C SS
IIEIE IIEII / •
III
\<
IILFII "'PH I �, y II ass
LL 1fl m .r'
.17- I
71 7 TYPE 1 TYPE 2 _
COMMON EARTH (NOTE 1) FLAT BOTTOM TRENCH WITH BACKFILL LIGHTLY - - „E „-
nm o
BACKFILL.COMPACT FLAT BOTTOM TRENCH WITH LOOSE DIRT CONSOLIDATED TO CENTERLINE OF PIPE �. r
IN 6"LIFTS - --
3 (FLAT BOTTOM IS DEFINED AS (FLAT BOTTOM IS DEFINED AS UNDISTURBED , - 's
'..... .� „
S�Ji UNDISTURBED EARTH) 12" 12" EARTH)
¢ Y
N \'N/ SELECT)INITIAL (IIII IIIIII I� IIII IIIIII IIL\ y "
n /� ( IIIIII IIIIII I IIIIII=
N A��AA����\��y� EARTH BACKFILL IIII in IIII. IIIIII IIIIII. e
STONE BACKFILL �// `��/, F r �// �� _ _
TOP OF PIPE r TO TOP OF PIPE ^� � - E
+1" TYPE 3 ,. r _ _o- _„ _ L n. n, , -
PIPE BEDDED IN 4'MINIMUM LOOSE SOIL WITH BACKFILL P - •-k
-r MI
LIGHTLY CONSOLIDATED TO TOP OF PIPE .-.^ - 1' "
(LOOSE SOIL IS DEFINED AS NATIVE SOIL EXCAVATED
PIPE 0 _ '2' FROM THE TRENCH,FREE OF ROCKS,ORGANIC MATERIAL, - -. �
an I I,,VARI S FOREIGN MATERIALS AND FROZEN EARTH) r
HAUNCHING TO CLEAN COARSE -• r
SPRINGLIKE AGGREGATE No.57 12" 12" 12" 12"
FOR BEDDING, , '
HAUNCHING,do • ''� -
O�T_ ) BACKFILL /y Ell , . e�\)-P- 1.Pill
���. .�, „ ....
3"-6"TYPICAL OR I'll' - i / rj eJ IJil .L „� - -
6"IF ROCK IS I''' - . _ .. ..r�i_ / �� =4i� �:Yb`e `,
ENCOUNTERED I 1 `gq1,��:.�.3�,+•li fi �.a / - A��, -�+� �1je'�: �i .,I t.,.k -,,. _
(NOTE 2) 1 114.0�)o}so a-.)jr�)��,J0 1� I �� vi
11 III III III II 1 -II-III II II 11 II II 11 �\" TYPE 4',• TYPE 5
-1 II DEPTH VARIES PIPE BEDDED IN SAND,GRAVEL,or CRUSHED STONE PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED
art
ff1�m1mm m-m II II II ^IllT,\3 SEE NOTE 1 TO A DEPTH OF 1/B PIPE DIAMETER.4"MINIMUM. GRANULAR MATERIAL,4"MINIMUM UNDER PIPE. "
LL1l LE LL1l L11 L1 17 \ WITH BACKFILL COMPACTED TO TOP OF PIPE. COMPACTED GRANULAR OR SELECT MATERIAL TO
\ UNDISTURBED SOIL
�.-_ (APPROXIMATELY 80 PERCENT STANDARDO
PROCTOR,111
TOP OF PIPE.(APPROXIMATELY 90 PERCENT -R II. _,_
FOUNDATION STONE IF AASHTO T-99) STANDARD PROCTOR.AASHTO T-99)
REQUIRED(SEE ALSO (SELECT MATERIAL IS DEFINED AS NATIVE SOIL .. FT
DETAIL C01.02)
EXCAVATED FROM THE TRENCH,FREE OF ROCKS,
ORGANIC MATERIAL,FOREIGN MATERIALS AND
NOTES NOTES: FROZEN EARTH)
1. For normal water pipe sizes 14 inch and larger, consideration should be given fo
1. Foundation stone shall be required when soil conditions are unsuitable. the use of laying conditions other than Type 1.
2. An additional 1 inch depth of bedding material will be required for each 2. Consideration of the pipe-zone embedment conditions included in this figure may
additional 2 feet of trench depth in excess of 16 feet up to a maximum be influenced by factors other than pipe strength. For additional information on
of 12 inches. pipe bedding and backfill, see ANSI/AWWA C600.
SANITARY SEWER MAIN TRENCH WATER AND SEWER MAIN PIPE EMBEDMENT DETAILS
IN NON-TRAFFIC AREAS
STREET APPLICATION A o ae£l'„ ""
INSTALL BOX 1/2"SLIGHTLY ABOVE FINISHED GRADE
`�� I.•1 PIPE AND FITTINGS ARE DI FROM THIS POINT TO III- 38'MINIMUM CORER
e�, (4)1"DIA.ANCHOR BOLT.HOLES EQUALLY SPACED. • FRO 4B PTO PLUG OXALI 2"CLEARANCE MAIN WHEN MAIN DEPTH IS 12 FEET CR GREATER
MANHOLE COVER&RING *, ~ FROM BOTTOM OF BOX LID
SEE DETAILS C06.01 &735.01 "$. BOLT FRAME TO CONE SECTION WHEN ORDERED BY CO INSIDE METER BOX. _ 4"SCH.
40
�\� ` 3.' PVC PIPE-
(\(� /\ CITY ENGINEER OR WATER RESOURCES. LID TO READ"CLLANOUT". £Y"" ' �1_ 4
FRAME SHALL BE MORTARED (( )l �� 0"
TO CONE SECTION I \l� • (CAPITOL FOUNDRY MBX-1 ��, rl-C 1 •
- �V/fit e1 1' /A • /A1 THERE ARE TO BE NO VENT OR EJIW V-8404-1 �1�1 �" SCH 40 PVC 1/8 BEND •',I•�
ot1t13 ��I 4l , L�, J GRAVITYHOLES N SEWER VMANHOLE ER D FOR ZZ ) e \�, III _AR ' •<, '�.1 he
1 I) t/4 PER FT.SLOPE Min.
_ 4".8"SOLID RED OR e- �\ �• �•• AJ'
'�Al �1tt O - �' CONCRETE BRICK , SCH40 PVC NIPPLE(LENGTH AS NEEDED �:�) �j+•/��r
• $ 'REQUESTED WORDING" r- 1° •"y .0 �✓�d14 �u•�v.�": _ )\�)j 4 •,r-�1�_l
y^ TOP TO READ: \ PO
'K'f q•�� ,• rib E1 SEE NOTE 3
-"SANITARY SEWER" \ ♦� N0.57 STONE BEDDING
_ ' FOR ALL SEWER AND B V JI, 2 ® 11rjWil TO TOP OF PIPE
// 24...DIA / �•� FORCE MAIN L 1" 1✓� �.L III I� SCH 40 PVC 1/8 BEND t III
1 APPLICATIONS. ''_�/I
Y USE AN APPROVEDSEE DETAIL C06.03 FOR _ o SCH 40 PVC BEND ,\\•�t1 �. 11-]I • -C
li BUTYL RUBBER(MASTIC) Y'� MANHOLE RING AND COVER WA�EREAPPaCATIONS ALL LISP SCH 40 PVC IIII.� �{�t'Iri• 11'll"r b�
SEALANT APPLIED TO GRADE ADJUSTMENT.MA%IMUM FRAME TOP `°�<e GLUED PLUG , •.� 5".'. 1 1 ff=
n TOP OF CONE SECTION 24"FROM TOP OF CASTING (2)CLOSED !]. G \ti,�: '.=.� 11.11'11.11 (,��`
TO FIRST STEP PICK HOLES �\-ryF/NED SP" •
/A N (*)pp 11%.et7 1=11 ��
e. USE ECCENTRIC CONE 21 13/16"DIA.(NOTE 2) �S.:�� ,4,.s SCH 40 PVC PIPE STUB. V� • III II=11. IV% I .1
1 /
rTZ 18" BEYOND CLEANOUT I i �i 11 -11 ,�)��71 I
COVER FACE STACK/12"PAST ��, TQ *AWE,E, I ENCASE SERVICE CONNECTION
STEPS REWIRED FOR ALL \ o SIDEWALK APPLICATIONS) /! 0 fqF _ :::
�.�.•'1 IN No.57 STONE
MANHOLES(DETAIL COB.O6) ®•�� n = n ` C�BKfgrg/ i1� t�// Q}V _ 23 1/2"DIA.(NOTE 2) SCH 40 PVC WYE WITH 18' 'r,y�'Irq��kf 1 ••j �'VPN ALJOINTS TO BEThG I PIPE OR COMBINATION FITTING f 'Y)h 4"SCH 40 �i��• FT
I �M 6° ) / ANDW LL HAVE MAST C L __ _ 1 P I\ J 25 15/16"DIA.(NOTE 2) PVC PIPEq NO• SEALER.SEAL INSIDE gill
i I!= DEEP CUT SERVICE
v y PRECAST MANHOLE(MEET i ' /f OUTSIDE OF JOINTS WITH 33 1/4"DIA.(NOTE 2) r 4- ,^ PROVIDE TRANSITION r, ' j' t I :
�aREQUIREMENTS OF ASTM. ! °• , HYDRAULIC CEMENT CASKET/iITTING AS r.� SCH 40 I , ipeo • 7 CONNECTION DETAIL
o:w� C478.AASHTO M-199 \:�, NECESSARY ^ �,',•, PVC PIPE •1_ �"� 1-
1F ) REINFORCING PER FRAME SECTION A-A A -.," ••�i
o:c.� 45'ALONG •�) •
w PRECAST MANUFACTURER � COVER SECTION B-B /\ --, (.•�A •� IF
V, VERTICAL AXIS /\ \\ +"r'r.. i( +
TO MEET ASTM C-178 atyp ( ) 9ell"
` .•.)' •�
23 1/2"DIA. NOTE 2 DETAIL 731.01 \\1\ w 1 %
t / EXTERNAL JOINT WRAP BEDDING SEE •••�)•C)••
SLOPE OF CHANNEL - � - �I PVC BEND •'��•+r •_
IHRU MANHOLE=0.10' t�t � T ) BEDDING �� PROVIDE TRANSITION ••�)•�')�
FALL UNLESS SHOWN �.1•' p,� r��1' T,, .,"/,fir\� i DETAIL 731.01 +_I
OTHERWISE ON PLANS ON ALL BURIED JOINTS 1 s r,•l; /! `\ / CQUPUNG AS .�) -�)' r1�. SCH 40 PVC BEND
a SEE DETAIL 732.01 FOR („ PER DETAIL 732.11 ISOMETRICS �.-' )' \ or1`� '"k r �`�I SCH 40 PVC PIPE �� NECESSARY 1 )-�� _i
t� ae, p 1 �S• 1 DI 45'MJ IN-LINE _I I
•
INVERT&BOOT DETAIL , r`r pSr•' WYE 45'IN-LINE WYE ��•'
1, 1 3/8 EAST JORDON • 45'ALONG - 11 SEE SHEET 1 OF 2 1..p `' -IIII
k" % -�' PRECAST OPENING OR CORE& C APPROVED MODELS V-1384 a 4� :r.r DIP MAIN VERTICAL ABS '/ice Ill �I THIS DETAIL p-'
PIPIF ,' BOOT REWIRED FOR ALL PIPES. 3 a" COVER r/ ®' _ �• _ / FRAME WEIGHT 128 IGHT 153 Lbe. II-1.-�)'' • )'�T • �'J't �
\ SEE PLANS FOR PIPE SIZES.SEE �� `• r;+'�• APPLICATION �I-► • •! +�1�� )�
-,., �t DETAIL 732.01 > NOTES .� • • •, r r,,,,,.,,, ••) I-
_ g; 'a,. �� LOAD RATING HEAVY DUTY ��\ 11 •��1.16, i / qrt a.t �T�._�.
'' SET MANHOLE ON 12" MATERIAL ASTM A 48 r<043,0S
1. The full length of the service trench shall be ,lime �� .IL•��4- )• / I : `+�, Pip 11.USE 5'DIA.MANHOLE W/6 )i At NO.57 STONE �� 4 compacted in 6" layers with mechanical tam :i: '�.t" II'�) •T+.•1r /
MINIMUM EXTENDED BASE CLASS 358 � P Ye P• 1-ll •'• •`
p'''a U I ~�I I` PICKHOLE 2. Solvent cement for pvc pipe and fittings to be S i'" r 1 r rI J SDR-35 45' Li
r:�)���{•� 141j / AT DEPTHS 12 FEET OR
WHEN MANHOLE DEPTH y., / i I^.. w FINISH ASPHALTGREATER,SEE TABLE 2275.1
EXCEEDS 12'.SEE DESIGN F�.,74f j l I I COATED ASTM D-2564 �: IN-LINE WYE �) `\ 01� rr/4 •�•1- ••)p=11=II' FOR
SECTION PARAGRAPH 3.1.5 ./It , •EJIW OR APPROVED EQUAL) Y y +���)��)��,``1wI��)����•�'r•�1=,�l.=ll0 = -' DII C-9 D C-90�IRED
COVER BACK 3. PVC wye, bend, lateral, Rclean-ou}assembly {S(i
FOR OTHER REQUIREMENTS SEE SPECS FOR FOUNDATION NOTESmust be bedded in #57 stone. Bedding and '.,;tirg:,{S. PVCN 1j -.� rl�• )'• `•, _�'� I'll-II
IMPROVEMENT MIEN NEEDED 1. same & Cover weight may not deviate by more than -5.0%. handling of service pipe must comply with Class B ''.', APPLICATION 1t � �rl��A:tl.
CONCRETE INVERT AND PIPE 2. Iron casting to comply with AASHTO M306. bedding (See beddingdetail forgravitymains.) -I=I- e 1'� 1'11-11-11
ENTRY PER DETAIL 732.01 3. See detail 633.03 for storm drainage cover design. 4. A C90 n-line wye is permitted or force mains only.•
BEDDING SEE DETAIL 731.01 _ill
STANDARD SANITARY SEWER PRECAST SANITARY SEWER MANHOLE TYPICAL PVC SANITARY SEWER LAYOUT
MANHOLE WITH ECCENTRIC CONE STANADARD FRAME AND COVER FOR LATERAL, CLEAN-OUT, AND TAP
3-10-23
'tN•CARO<..., Revision Date By Date: November 2022
of�` % Herrin Sutton & Associates, P.A.
Town of Saratoga Sanitary Sewer Scale: Na Scale Map No.
�o:•. 'oz Engineers - Surveyors - Planners / Firm License #C-2310 Drawn by: th 2022-9561B
2' Ie',,: Wilson County North Carolina Construction Details
'..fp,...�."'S��,o 2201 Nash Street NW * Wilson, North Carolina 27896 * [phone] ✓ # Sheet No. DT-3A

NOTES -Al
1. Toe in backfill into trench and compact the soil firmly to anchor the bottom ENERGY DISSIPATION PAD -'NR _" �" \\>r\\�i _lll' ,�
`w"w `I runoff Isof the sllt ta flowe so under)theat he fence runoff is forced to go through the fence. Na DESIGNRa 05000 FOR PoRAP OUTLET Nnnov,UREs ARE PRESENTER IN -, r /���\ - TRENCH- 12-II.L '1 UPSTREAM END
___ \� UPSTREAM END -T- OF STORM DRAIN
�:'',�;a 2. Posts for sediment fences are to be 1.33 lb/LF steel with a minimum length APPENDIX _ -jjj- OVERFLOW
.v,._,., FILTER FABRIC. THE CRIER.FGR DEIGN of PoPRAP OUTLETS ARE: ' �'r I +'# OF STORM DRAIN III-P
o�.,'�„$4•; of 5 ft. Make sure that steel posts have projections to facilitate fastening �• \
�:e:A<<i%III CAPACITY--Iu IR.PEAR RUNOFF OUR E DESIGN DIS.ARGE OF THE I\j =1ii-
�,474:f00,` the fabric. Filter fabric may be attached using wire or plastic zip ties that WATER CONVEYANCE STRUCTURE,1.1.EVER IS GREATER. 'I-� ::+ •ram.\ -III-'
�`��e"•''•.. 6�Rax,Wl°H STANDARD STRENGTH O VARE FENCE. 3. Total drainage area flowing to silt fence may not exceed 1/4 acre per 100 FT. CONTRIBUTING PI E OUFLOW BASED.1 E o vT°Ni Is s°Rf'ETNAH PLUS O mi ELMS: �Rw�A �`�LRp FL°N°Gr p � � II_I'
V/ W Y,�e 4 FABRIC WITH WIRE FENCE, of fence. DIAMETER OF ME OUTLET PIPE AND ME RECEIVING STREAM IS la M°A�10"I TM�"E ° CHI. IIIII T
y W�``�`��'�;!`• 6'MAX WITH EXTRA STRENGTH have a minimum 50 lb tensile strength. TMLWAIER DEPTH--DETERMINE THE DEPTH OF TMLWATFR IMMEDIATELY
I • �=L 1/3 PIPE DIA.
IS RE
N•WW W ePi �`' , 1
�G ������ _ mmdmnY NOE TO ACCEPT E IMMERGENCE OF FLOW,n Is CLASSED W W N' /Z q�4444344;A 4. Silt fences should not be used at pipe outlets or in areas of concentrated flow AS A MINIMUM TMLWATEO CONDITION.IF THE TMLWATER DEPTH IS GREATER um.ME MMcxR WIT 'k�= 1
'V �• �.•'44 f III (creeks, ditchlines, swales etc.) THAN HALF 1HE PVE M EIER.IT IS CLASSED AS A MAXIMUM TALWATER �� III
i<<Ai��e'j t?•' CON001..PIPES THAT OURST ONTO BROAD FLAT AREAS WITH NO 06.60
.•, f♦,<< 5. Construct the silt fence sediment barrier with either Standard Strength or Extra CHANNEL MAY a ASSUMED m NAME A ulNluuM Tuwa1ER cwdnaN - TIE1I
MI' `P .���f:4 $t,`4iAi UIREss SITE CONDITIONS INDICATE o1NERNSE.
•b W a, ✓r 44, Strength synthetic filter fabrics. If Standard Strength fabric (TerraTex SF 90 _ N1w NPwNE �I .,.
�-N4:�444 APRON NEE--E AR.LENGTH AND ND.CAN BE DETERMINED
...
y W W p, f or equiv.) is used, wire mesh support IS required. If Extra Strength fabric ACCORDING TO THE PENA.CONDITION.IF THE WATER CONVEYANCE BE
i�.,:! Ilv Few No ml TI iil-... _
W W W W W S. (Mirafi 100X or TerraTex SFD ore equiv.) is used, NO support is required. STRUCTURE DISCHARGES DIRECTLY INTO AHELL-DEFINED(SIMNEL,EXTEND
nxR FµRU aI'"U .g1II- III,-Ill
,y N, Ne'14.144.4S.v,!�•. 9 ) PP 9 THE APRON ACROSS E.ANN¢BOTTOM AND UP THECHANNEL BANKS L. _J-3/4"EXTERIOR PLYWOOD -�- -' 3/4"EXTERIOR
/'-•"'''"�::%''444e• 6. Standard Strength fabric (TerraTex SF 90 ore equiv.) with 8 ft maxpost To AN ELEV LION OF 0.5 FT.ABOVE E MAXIMUM MLWATER o 1H CR PIPE CULVERT W1LET PROIECTIa FOR DEFINED cHMM¢ BURY BOTTOM OF PLYWOOD i II-
4.4.4, N, 4. •I' •'''";44S.4$v� WIRE IS REQUIRED FOR 9 q ) To E TOP OFE BANK,YNIC.VER IS LESS(FIGURE 6.A10).ER "=1_ PLYWOOD
,I, 4, W /�•.�'�•�� �`/ I� STANDARD STRENGTH spacing DOES require support by wire mesh fastened securely to the upalope
H' w .M v- "I' .. i.�J/•'V1 FENCING-SEE NOTE 5. side of the posts. Use wire fence with a minimum 14 gauge and a maximum THICKNESS--MAKE E MINIMUM vICRNE55OF RRRAP 1.5 HIES THE OPTION A ,
t
4' W W I r I+ I MAXIMUM 51001E VALE1ER. ix
��C, mesh spacing of 6 Inches. Extend the wire mesh support to the bottom of
W •Y 4. 4, 4, W M• `$-io 1�II II STONE OUNITY--SELECT STONE FOR RIRAP FRd1 FIE.STONE OR vc Die.
the trench. Fasten wire reinforcement, +hen fabric on the upalope side of the WARRT COIGNE.THE SIbE SHOULD BE HARD,ARdILAR,AND HIGHLY ILLUSTRATION OF PLYWOOD INLET PROTECTION
'4, W W W ��O r fence post using wire or plastic zip ties that have a minimum 50 lb Tensile HEATHER-REGSTANT.THE SPECIFIC GRAVITY OF THE INDIVIDUAL STONES - =
W.H WWW �'W.H .� 11 II11 strength. SHW.BE AT LEAST zs 4."--,...--„,_. FOR STORM DRAIN UNDER CONSTRUCTION.
NOTE.. SELF-FASTENING STEELFILTER--INSTALL a FILTER To PREVENT SaL MOVEMENT THROUGH THE NOT 7D SCALE REV.9-1-92
W W N, .I' v, W W u �4 �I 7. Extra Strength Filter Fabric (Mirafi 100X or TerraTex SFD or equiv.) with 6 ft OPENINGS N THE PoRAR.THE ENTER sxOU.caNSIsr OF A GRAND ��•°"°°'
.v W 4' 4' ' POSTS OR EQUIVALENT.DRIVE GRAVEL u1ER OUR A smn<nc FILTER CLOTH.oESICN FILTER BLANKETS
T II III max. post spacing DOES NOT require wire mesh support. Securely fasten BY THE METHm R A SKID IN FILMR LOTH.PoPRAP.
W W �, v, W W W POSTS 24'INTO GROUND. /" _.
SEE NOTE 2. filter fabric directly to posts. Wire or plastic zip ties that have a minimum 50
��, 4. 4. 4, 4, �, Iti lb tensile strength. CGN5IRUCTI00N SPEaFlcanaxs �tor� -
W W.
pt:$4 1.ENSURETHE
GRADES.099N NE FILTER AND RIPRAP FOLLOWS 1HE P.N.COMPACT ANY FILL THEIs STEEL FENCE POST
`/ v .I' J' J' .Y " I1' //� Slih,,,
` UNDISTTURBED MATERIA IN THE L LOW AREAS IN E SUBORN.GN UNarl OF THE DISTURBED ISOMETRIC VIEW �_
li e �� SOIL MAY ALSO BE FRIED BY NC.ASING E RIRAP THICKNESS. "HI
I IE I(ENE I111 I-. z E PoPRAP AND GRAVEL nme MUST CONFORM To THE SPECIFIED ,--� - OVERFLOW
II II, GRADING LIMITS.0NN oN E PLANS. t /i •
• 1=11 ,(IjIfI, II- 1(I II I soA.� s.FILTER CLOTH,xem USED,MAST MEET DESIGN REOCREIENTS AND BE I �+Nv,• T
I'y I 11 _� PROPERLY Y DAMAGE
FROM PUNCHING dt TEARING DURING NG G ANOTHER I_ ,� 'iJ �L UPSTREAM 11,3 PIPE DNA.
RFP,Vt ANY DANACE BY REMOVING E PoRAR AND PLACING ANOTHR ENO OF 1
I` 90'TYPICAL PIECE OF FUER CLOTH OVER THE DAMAGED AREA ALL COIECIING JOINTS \ STORM
11a•MAX. .OU.OVERLAP A MINIMUM OF 1 FT.IF THE DAMAGE IS EZTENSIVE. ,� i sj sy DRAIN
(I REPLACE THE ENTIRE FIVER GLOM. 111 °°° fj , 2
( _ w r '� 2x2 •1 a.PoPRAP THE BE PLACED BY EQUIPMENT.BUT TAKE CAR:To AVOID d•,,,NUR, !:, "I'N 1. FABRIC MESH
{Jit II_ E n , yw, .. i WIRE
II II, ICI IL�N-�.IIaIL�I DAMAGING THE FILTER. F.- >• N .� 1
..� �LJ 11: 1 kpI i E F-' cllk� s.E MINIMUM THICKNESS a THE R PaaP SHOULD BE I.S.TIMES E
"I MAXIMUM sraE DIAMETER. OR
• 1 ' �� EQUAL
( ik1 y B.PoPRAP MAY BE FELD STONE OR ROUGH WARY STONE IT SHDULD BE - S I _ I• '
J i s iiAini1 III-III
H-DRIVE STEEL POSTS HARD.ANGULAR. xLT-N:ATHR-RESISTANT AND YELL GRADED. ii .-_ -� • WASHED#57 STONE FILTER gl ill �_r I lti
_ (E MIN.24"(EXTRA DEPTH T.CONSTRUCT E APRs ON TERO GRADE NTH NO OVERFALL AT THE Nets. d N`""A-A ACROSS PIPE INLET _TT HARDWARE
FILTER BUNK, III I I W �. 1' CLOTH
REQUIRED FOR UNSTABLE ENO.MAKE THE TOP OF THE RIRAP AT E DONIsmEAM mD LEVEL NTH NE AeNNFAs r,IIM,C so NNNaGs
14 i SOLS) THE REVERING AREA OR SIGHTLY BELOW IT. RIB U U U
e ENSURE THAT E ARCH IS PROPERLY ALIGNED NTH E RECEIVING ME..701 1.33xPIPE DIA.
SEAM AND PREFERABLY STRAIGHT THROUGHOUT Its MUNN.IP A CURVE OPTION B
\ .NEEDED To FIT SITE Caches,PLACE n IN E UPPER SECTION OF NUT Mn NN IMAM
THE APRON.
9.I MEDIAT¢Y AF.R CO NINO I0,STADIUM ALL DISTURBED AREAS " Otee Da.at
IMAM"`"aN'�NNW"��` ILLUSTRATION OF STONE FILTER INLET PROTECTION
PVITH ERNAN..NONENT I(PROOICES 6.10.1EMPORARY SEEDING,AND C.Il, ARPE WIEET TO FLAT ATEA-NO WELL DFFlNm aM+N¢ FOR STORM DRAIN UNDER CONSTRUCTION.
TYICAL SILT FENCING DETAIL TYPICAL ENERGY DISSIPATION PAD STANDARD PIPE INLET PROTECTION
/ WIRE FENCE IS REQUIRED SELF-FASTENING VIP:'/ /
STONE SHALL BE PLACED OVER THE C - STEEL POSTS OR KOj /�
CHANNEL BANKS TO KEEP WATER FROM HARDWARE CLOTH EQUIVALENT.SEE
•
CUTTING AROUND THE DAM. .,"'S'
ON N1RE FENCE NOTE 3 •�,
1,5' 1.5' ^•
FLU 51LT FENCE FABRIC TO OVERLAP N "F' �' 3S'
1/1/ f:IA+ $O'MIN..OR LONGER
HARDWARE CLOTH BY 12- T j ,�� • '9 .tit-f;+ '.pP 41, (BUT SUFFICIENT TO
_�K .-�+ TOP OF BANK 4+51• �I� (SEE ISOMETRIC VIEW) I(-• Ate' E �I /�� KEEP SEDIMENT ON SITE)
=,11 it-- - - .) 10 ++# II 1='• PURPOSE STONE FILTER OF 1 INCH 'IJ z - ' a
-III - Ili L �I+ `T.�:',L-1 OI=IIEIIL. To reduce erosion in a drainage channel byreducing the velocity of flow. TO AFT DU.NCDOT/57 WASHED !�{�TL :I', A (off "411,
-0j • i� 9 9 Y rLT r SIDE VIEW / ^i 'z 't
NTO BANKS - ,.AZ\L���01�1•;.• -•'�/ ® Q1..-Fl..� STONE _ - _ {�}I✓ L �L'1 81 fiL4{.4U
'Vt W If_--. gz- 1 1 }I a1 Aj �1
FILTER CLOTH A!' ' -- 'PLAN VIEW DE�SIIGN CRITERIA limited to one hall acre. ��ght R15 B to, -11= :0•:' • `; li i s
1. lZ II.-
N DRIVE STEEL POSTS -y .5
1 5' 2. Keep a maximum height of 2 feet at the center of the check dam. B Alk 2 4" MIN.24"(EXTRA •�• M W Yin 'o.. SEE NOTE 3
3. Kee the center of The check dam at least 9 inches lower Than The outer edges at ��natural NOTE 1 MIN.Ii DEPTH REQUIRED �••1"'4 ••T�•'I'A`'""
MIN. round elevation. 9 LI •• `_c. {CIA"'H�•w 'AI
______ _____ 9 1H F�,' FOR UNSTABLE fir,:r•-.•
---_-_ TOP OF BANK ___ 4. Keep the aide elopes Of The Check dam at 2:1 Or flatter. I ON SOILy) ALLOW STRUCK%NT RADIUS TO "�j. •.•'01 SEE NOTE 2
'....
- - -------- -------- $ MI ENSURE TRUCK NFIEELS STAY I. `
FLOW 5. Ensure that the maximum spacing between check dams places the toe of the upstream ��l 4�L RF ON THE STONE 2.Vfif1
check dam at the same elevation as the top of the downstream check dam. `�1 tc W e '.........
�II'
T�FLOW� Mp NIy. PLACE FABRIC UNDER STONE 25'OR WIDTH OF PROPOSED
AA:WLINE 1 �.l •-2'MAXIMUM AT W 6. Stabilize outflow areas along Channel t0 resist erosion. L.,\ I W ZT p,._ • STREET,WHICHEVER IS GREATER
�� CENTER LINE 7. Use NCDOT Class B stone and line upstream side of the check dam with NCDOT/5 or #57 v5
washed stone f.,' %% 0 "9
i)-IIIIII J- _ ` II AP T
11 I II11=fir 1'_I =III-" '=III=-.-1='FLOWLINE - - 8. Key the stone into the ditch banks and extend it beyond the abutmen}s a minimum of 1.5 .``v:;{o"%«�� T •
-'IIIII-�" -CLASS"B°RIP RAP -iil_ ' feet TO avoid washouts from overflow around The dam. 'rs'o`� L, EXISPNG ROADWAY 35'MIN. 15'MIN. I _
�� .�`. 'IMF
4'TO 6' FILTER CLOTH 'OOiOLJOC. N,,
.\ 4i4k$ A1i 35i kr 6"MIN
CONSTRUCTION SPECIFICATIONS I... Q AI ) Z
�.�... . . . $ 1 L 2X SLOPE(SEE NOTE 2
12"OF NCDOT#5 OR#57 �r W'QGCGOGOOc\ lT r F. ,. r.__._.._.._._.._.._. -_._-._.-.. . •••••••
oo'oo..00. F Olt
WASHED STONE 9. Place stone to the lines and dimensions shown In the plans on a filter fabric foundation. ���4pp�������p� I TO kT F F.3EF_•_•e•c:•coH• H• L•_
SECTION p 9 'L. II•:C :O:: ::::: i OyFFpeFE
1 D.Kee the center stone section of least 9 Inches below the natural round level where the �I � I. FF��sue` l
dam abuts the channel banks. ,,,,U„ ,:y ••L 9%(G#OCOGC(fI C(0 Ap F _ 2"-3"STONE TO BE USED
e $ ...... .VIP T h �R1 SECTION A-A (SURGE PILE STONE OR
°S' 11.Extend stone OUT least 1.5 feet beyond the ditch banks to keep wafer from cutting around 1,�1�:,t, -,.� ZQ�iq! - ,?pp��pL� � .��iC ` By ARbv,e RAILROAD BALLAST
the ends Of the check dam.
4.ii ,_,fA. -�''� VI4 1 1 11 � I IZ• R m RECOMMENDED)
POINT"B" 12.Se} spacing between check dams to assure that the elevation a}the to of the lower dam "•I{ •.i)f c'� ""Q' . . . .T. o F
_' ��,TTGrr P 9 P 11,V e aC'j G 4j�, •�p��0...������p` IF CANNOT MAINTAIN
KI = FLO TOP OF DOWNSTREAM DAM 19 Tl1B same as ThB TOe elevation Of The upper check dam. 4`T'•ri,I Y� j "......i."� ill) CONSTRUCTION ENTRANCE
Il III--Ilr���... YILINE OF pp �..1 iLt��' 4.••'ooi� $ . WASH STONE'MLL BE
l IIII- CHANNEL 13.Protect the channel after the lowest check dam from heavy flow that could cause erosion. �kBI�f�•�I O •GQGCOG�G
i 1 •,-' � " ��,1. CONSTRUCTION SPECIFICATIONS. REQUIRED.
-11 1 14.Make sure that The channel reach above the most u stream check dam is stable. �.` � ':..kw,.
TORT U - -ill�ll-III- tit=11-11=11-' 15.Ensure that other areas of the channel, such as culvert entrances below the check dams, STONE FILTER OF 1 INCH DIA 1.: 1e yyY;;T'S'VE't�f �1 �t�s 0,1���� `III 1. Clear the entrance/exit area of all vegetation, roots, and other objectionable
TOE OF UPSTREAM DAM � � NCDOT 7 WASHED STONE ccSY'C�"��
m-iiill�T�=.- to •N • .. material.
are not subject to damage or blockage from displaced stance. SEE SIDE NEW <J�O`;o �Ie �sle�1�
"S"-MAXIMUM DISTANCE BETWEEN DAMS al A•t�, 4Y- �l�-y InB�•.,•` 2. Grade the road foundation so that the entrance/ exit will have a cross slope.
SPACING SCHEMATIC THAT PLACES POINT"A"(TOE OF MAINTENANCE ISOMETRIC VIEW I �lr'�fi�JlJ i�1=';C,A.71 Vv-er,' 3. Stone size - Use MSHA size No. 2 (2 1/2" to 1") or AASHTO designation M43,
UPSTREAM DAM)=SAME ELEVATION AS 16.Inspect check dams and channels at leas} weekly and after each significant (1/2 inch or fV,OA "Ye?I j�IZI��al�j�eZ�e��� -TIS• size No. 2 (2 1/2" to 1 1/2"), or No. 4 (Railroad Ballast).
POINT"El"(TOP OF DOWNSTREAM DAM) greater) rainfall event and repair immediately. Clean out sediment, straw, limbs, or other �, �r:;1 :;�1�•, L �''(�� 4. Maintain the gravel pad in a condition to prevent mud or sediment from leaving
debris that could clog the channel when needed. NOTES •I . �,,•, the site onto the public right-of-way. This may require periodic top dressing with
17.Anticipate submergence and deposition above the check dam and erosion from high flows 1. Toe in backfill into trench and compact additional stone as conditions demand repair and/or cleanout of any measures
P 9 P 9 p b;eBP,�' I'4'1"1 used to trap sediment. Should mud be tracked or washed onto road, it must be
around the edges of the check dam. Correct all damage immediately. If significant erosion the soil firmly to anchor the bottom of the �'ii��l�(C
occurs between check dams, additional measures can be taken such as, installing a hardware cloth DIE overlapping silt fence so that p!'-:!,IBC removed immediately.
protective rip rap liner in that portion of the channel. (See detail 353.08) the runoff is forced to go through the fence. L' 5. If construction on the site is such that the mud is not removed by the vehicle
18.Remove sediment accumulated behind the check dams as needed to prevent damage to No runoff is to flow under the fence or the relief point.SEE NOTE I traveling over the stone, then the tires of the vehicle must be washed before
channel vegetation, allow The channel To drain through the stone check dam and prevent 2. Use silt fence outlets only when drainage area does not exceed 1/4 acre and entering the existing roadway. When necessary, wheels shall be cleaned to
large flows from carrying sediment over the check dam. Add stones to check dams as remove sediment prior to entrance onto public right-of-way. When washing is
needed to maintain design height and crass section. there is a low area. Use as a repair of silt fence failures. required, it shall be done on an area stabilized with crush stone which drains to
NOTES of
Posts for sediment fences are to be 1.33 lb/LF steel with a minimum length an approved sediment trap or sediment basin. All sediment shall be prevented
of 5 ft. Make sure that steel posts have projectionsfrom entering any storm drain, ditch, or watercourse through use of sand bags,
wire Do not use check dams in intermittent or perennial streams. the fabric. Filter fabric may be attached using to facilitate fastening or plastic zip ties that gravel. boards, or other approved methods.
20.Contractor to verify/ comply with NCDENR Erosion and Sediment Control Planning and have a minimum 50 lb tensile strength.
Design Manual (Latest revision), detail 6.83. 4. See detail 351.01 for Silt Fence construction standards. 6. Install silt fence or tree protection fence to ensure construction entrance is used.
ROCK CHECK DAM DETAIL SILT FENCE OUTLET RELIEF POINT STANDARD CONSTRUCTION
ENTRANCE DETAIL
3-10-23
•ZH SCAR Revision Date By Date: November 2022
% ' ""`- Herrin Sutton & Associates, P.A. Town of Saratoga Scale: No Scale Map No.
`� � Herring-Sutton g Sedimentation and
;moo:. 10180 i Engineers - Surveyors - Planners / Firm License #C-2S10 Erosion Control Details Drawn by: th 20proj/9561B
.2 4Gilis '�° Wilson County North Carolina
`,,,,F• .'...,,,'� 2201 Nash Street NW * Wilson, North Carolina 27896 * [phone] ✓ Sheet No. DT-4A

zd 1.d act' zo' 2"A2X36W000RNSIAKtbYLACLUTu0.G. SEDIMENTATION&EROSION CONTROL CONSTRUCTION SEQUENCE
200' 10, ANCHOR PLASTIC LINER FILTRE%%®GOXX""(12"TYPICAL)
W//67 Sra1E =LOWN/PLACED FILTER MEDIA TM MAINTENANCE 1. OBTAIN COPY OF APPROVED SEDIMENTATION EROSION CONTROL PLAN AND CALL NCDEQ:ENERGY,MINERAL,AND LAND RESOURCES REGIONAL
ANCHOR PLASTIC LINER 1.The Contractor shall maintain the ditch OFFICE AT 919-791-4200 PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES.
WI f57 STONE WORK AREA A EA T/O1�B.E PROTECTED protection in a functional condition at all times
O a� 1 b • V(1L 4 and it shall be routinely inspected. 2. PER NPDES REQUIREMENTS,A RAIN GAUGE,SELF-INSPECTION RECORDS,PERMIT,AND S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND
"-■-■_. 10 MIL PLASTIC LINING \ \�\��\�� 2.If the check dam ha heen
�` `ka'\ �'a 12"MIN 3"-4" TRENCH MINIMUM damaged.it ACCESSIBLE DURING INSPECTION.IT IS RECOMMENDED THA THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNIGN OR ENTRANCE OF
\, L stall be repaired.or replaced if beyond repair.
:`®, .• \ \ PROJECT.THIS IS RESPONSIBILITY OF THE GENERAL CONTRACTOR OR HIS/HER APPROPRIATE DESIGNEE.
®®-®`-s.® a• \-U\\ \\ \r�- \- 3.The Contractor shall remove sediment at the base
WA M=11 WA \ ; of the upslope side of the check dam when
mi 6g SECTION "A" 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR REPRESENTATION AT S&EC PRE-CONSTRUCTION CONFERENCE AND ALL SUBSEQUENT S&EC
d accumulation has reached 1!2 of the rfi nve
®®®®®®® ®® �C MEETINGS/CONFERENCE AS REQUIRED.
( ® P. IS, NOTES: height of the stack dam.or as directed by
G 1.ACTUAL LAYOUT TO BE DETERMINED IN FIELD. SECTION Nis the Engineer.As an alternative,another ditch
"A" MI p C "A" be installed ad' and 4. EROSION AND SEDIMENT CONTROL(E&SC)PERMIT AND A CERTIFICATE OF COVERAGE(eOq MUST BE OBTAINED BEFORE ANY LAND DISTURBING
II® I® 2.THE"CONCRETE WASHOUT.'SIGN SHALL BE INSTALLED WITHIN protection mayadjacent b - -- \ 30 FT OF THE TEMPORARY CONCRETE WASHOUT FACILITY parallel[ b 1side of the original so ACTIVITIES OCCUR.
Inc upslope
Ell 3.PIT CAPACITY IS MINIMUM OF 8 CuCU FT PER 10 CU YD OF CONCRETE rca,e d storage capacity with soil
® ® '4." 4.CONTRACTOR TO COORDINATE W1H USAGE CONTRACTING OFFICER disturbs Check dam and sediment 5. ANY DEWATERING OF TRENCHES FOR UTILITY,STORM CONSTRUCTION,AND FOR SEDIMENT CONTAINMENT DEVICES WILL BE DONE THROUGH A SILT
t \ FOR PROPER DISPOSAL OF CONCRETE.
® ® ?\ 2"X 2"X 38"WOODEN STAKES PLACED 10'O.C. bads up thecenter of the ditch/channel should BAG THAT HAS FLOATING INTAKE THAT IS CONSTANTLY MONITORED WHEN IN USE.
\\; always remain lower than the sides
11■ II' „' ®� >h 4 If hek dams become dogged with debris 6. BEGIN!INSTALL
CONSTRUCTION ENTRANCE AS SHOWN.
\`\ 10 MIL PLASTIC LINING "CONCRETE WASHOUT" SIGN DETAIL and sediment,immediate removal of debris
® OR EQUIVALENT 20 said sediment should he conducted to assure 7. BEGIN CONSTRUCTION OF PROTECT.
- PLYWOOD sea"oa• AREA TO BE proper drainage and warer flow through the
PAINTED WHITE Mil
PROTECTED ditch or channel.Storm runoff'overflow of the
;��\\ \\0•s�.1t '.\� �'�y'\�.e_� ����\7,\ s I��II Buse LETTERS ® check dam is acceptable. B. INSTALLSWALES WITH MATTING,WATTLE CHECK DAMS AND ROCK CHECK DAMS AS SHOWN PRIOR TO DISTURBANCE IN VICINITY OF MEASURE.
8"HEIGIT 5.Check damsshall be maintained until disturbed
PLAN "BELOW GRADE" .S ■ 0.5"LAG SCREWS FILTREXX®SOXXTM(12"TYPICAL) area around the device permanently 9. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS AND
WOOD POST stabilised and cons[ activity has ceased. SPECIFICATION.RESPONSIBILITY OF GENERAL CONTRACTOR
3-Xy-Xg WATER FLOW > 6.The FilterMedia may be dispersed on site once
-,I disturbed area has been permanently stabilized, 10.PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS,WHICHEVER IS SHORTER.HOWEVER,NPDES
construction activity has ceased,or as determined GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
r
WORK AREA by the Engineer.
® NOTES:
CONCRETE WASH PIT DETAIL 11.PERMANENT SEEDING TO COMMENCE AND USE SEEDING AND MULCHING FOR PERMANENT SEDIMENTATION AND EROSION CONTROL MEASURES
1.ALL MATERIAL TO MEET FILTREXX®SPECIFICATIONS ON ALL DISTURBED AREAS THAT ARE PERVIOUS.
2.FILTER MEDIA*"FILL TO MEET APPLICATION
REQUIREMENTS. 12.AFTER SITE IS PERMANENTLY STABILIZED REMOVE ALL TEMPORARY MEASURES.
PLAN NTs 3.COMPOST MATERIAL TO BE DISPERSED ON SITE,AS
DETERMINED BY ENGINEER.
13.UPON REMOVAL OF ALL TEMPORARY MEASURES,USE PERMANENT SEEDING,MULCHING,AND TACKING FOR ALL PERVIOUS AREAS DISTURBED WITH
REMOVAL OF TEMPORARY MEASURES.
SILT LOG/ WAFFLE DETAIL
14.WHEN THE PROJECT IS COMPLETE,THE PERMITEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.AFTER DEMLR INFORMAS THE PERMITTEE
OF TH EPROJECT CLOSE OUT,VIA INSPECTION REPORT,THE PERMITTEE SHALL VISIT DE4NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF
TERMINATION(E-NOT).A$100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED.
SLOPE TO PROTECT PIPES
-- WITH A DIAMETER THIS DETAIL IS USED TO SUPPLEMENT SEDIMENT TRAPS OR
PL/ILN VIEW OF 36" OR LESS BASINS AT THE PIPE OUTLET OR USED IN COMBINATION WITH _ -Gox
? a AN EXCAVATED STORAGE AREA TO SERVE AS A TEMPORARY
NOT TO SCALE °5. , SEDIMENT TRAP .
NATURAL GROUND + .6T .h1 - r--
_: NOTE. INTERMITTENT OR PERENNINAL STREAM IN AN Cl 'A- 4'- • e THIS MEASURE MAY NOT BE INSTALLED . ilr"fin-- \
. ar ' )e ....SLOPE-. ......... Ti l n n I, I. , L. I _II 11:1=r
,p.
•sBURY THE T PEND OF THE TAMP THE TRENCH FULL OF SOIL.
1 �i � 1+ l+ MATTING STRIPS IN A TRENCH SECURE WITH ROW OF STAPLES,
� 6 INCHES OR MORE IN DEPTH. 10 INCH SPACING, DOWN
41111 �t0� ?.���e ........... TYPICAL STAPLES
FROM THE TRENCH.
WARMED SICK � - 1°wax WRE sulc ssc ,Ilse
ROPE �/14j) FLOW •j;.'11 .- _._.... slllc '.
Q 4• j 111 00. $i 4a I PIPE INVERT,MAX. AIL Alk
I slllc 'fir sac
' ' ;.-`�y M0A =.,._rN•36 DIA.PI... M 'We
'lllc
• > >A CLASS B _ �.- -- ,..-parr• -I 1-,•.A. mL
'1,�':�RIP RAP�. �':�,-- ...- slue slue _"' '10` -slue 8'e, silk y14
• • -' [ -A^�-• RIPRAP HEADWALL
1 tw+1 Q/ )� 4:1 1 lr Alz Qooq� ...Ore, Q• AAE,h`
•mil�a,���s �yl��i+�l ........... • 4'64b• f- A '�tr.
�. ' • stile y61
�. y. C �1-1 / 1.1 1 A'8-lb ...................- o a sr. 4s;; ,.be
• _ to br ss 6
4 r 4 O•
r r ra•7- rt• 3♦ CONSTRUCTION SPECIFICATION r o s r'
:.' a.� a. _..•...............................sue.............. _b..q a o' '•,.A ten ' eel tie. smc
1. Clear the area of all debris that might hinder excavation and disposal aF spoil. ;�r d��gg" �
2.Install the Class B or Class I riprap Inc semi-circle around the pipe inlet.The stone should be bull up higher rs-` '4r:1'C s•'btt'•a" f�
..................................................... PRESS ENDS 6 . - 2p-
on each end were It ties into the embankment. The minimum crest width or the riprap should be 3 feet,with a INCHES INTO THE SOIL _ O i,v�crr,A
minimum bottom width of 11 feet.The minimum height should be 2 feet,but also 1 foot lower than the AROUND STRUCTURES AND ` ..Era- `r`v- NOTES.
shoulder of the embankment or diversions. STAPLE SECURELY _ -Dart 1. Apply lime, fertilizer and seed before laying the net or mat.
3.A 1-foot thick layer of NC DOT#5 or#57 stone should be placed on the Outside slope of the npraP. -'•��• "' 2. Start laying the net from the topof the channel or slope and unroll it down the
WHEN USING NETTING IN PARALELS,OOTH '+ Y 9
/ t
, 4.Unless otherwise indicated on the sediment basin schedule,the sediment storage area should be excavated OUT STRIPS OF NETTING PARALLEL TO THE - --__- ---- grade. Allow netting to lay loosely on the soil but without wrinkles - do not
SECTION THRU r 1 a around the ouside of the stone horseshoe 18 Inches below natural grade. DIRECTION OF FLOW AND OVER THE ;' stretch. Mat or blanket - type product should provide at least 30% coverage of
/ ' l 5. When the contributing drainage area has been stabilized,fill depression and establish final grading elevation, PROTECTIVE MULCH. o -' /' - � the surface where it Is applied.
FILTER BERM compact area properly,and stabilize rnm ground cover. n L= = 3. To secure the net, bury the upslope end in a slot or french no less than 6
"•,. a u' TI=1 n Ip' - inches deep, cover with soil, and tamp firmly as shown. Staple the net every 12
1'-0.MIN.BELOW r a ' "'� a - - a n1.
ROAD SHOULDER ce --� 1•-0'MIN.BELOW KW'.
MAINTENANCE �. �'�T___ __,:: = inches across the top end and every 3 foot around the edges and bottom. Where
EMBANKMENT ROAD SHOULDER OR A Inspect rock pipe inlet protection at least weekly and after each significant(1/2 inch or greater)rainfall event and �;-, - -> � 2 strips of net are layed side by side, the adjacent edges should be overlapped
EMBANKMENT 1T re it immediate) Remove sediment and restore the sediment storage a are to its on inal dimensions when the ".I - �� C. OVERLAP 3 inches and stapled together. Each strip of nettingshould also be stapled down
SEDIMENT - Pa Y rag 9 _'1_�_] P 9 P P
STORAGE AREA WRAP HEADWALL - __--_ BURY UPPER END OF LOWER
sediment has accumulated to one-half the design depth of the trap.Place the sediment that is removed in the =_ _ =R-R-Ti-7f= the center, every 3 foot. Do not stretch the net when applying staples.
b II=11- =III=' STRIP AS IN FA"AND"B".
2De I � designated disposal area and replace the contaminated part of the gavel facirg. a El il_ OVERLAP END OF TOP STRIP 18 4. To join two strips, cut a trench and anchor the end to the new net. Overlap the
PIS -I INCHES AND STAPLE. end of the previous roll 18 Inches, as shown, and staple every 12 Inches just
'..t.I PIPE INV. �l SJJJ Check the structure for damage.Any riprap displaced from the stone horseshoe must be replaced immediately. EROSION STOP below the anchor slot.
NCDDT gO CO 157 • FOLD OF MATTING BURIED IN 5. Maintenance: Inspect all mulches periodically, after rainstorms to check for rill
WASHED STONE SLIT TRENCH AND TAMPED
I 1-I- ` After all the sediment-producing areas have been permanently stabilized,remove the structure and ell the erosion, dislocation, or failure. When erosion is observed, apply additional mulch.
CLASS B RIP RAP DOUBLE ROW OF STAPLES.
2'MIN OR AS NOTED IN unstable sediment.Smooth the area to Dlend with the adjoining etas and provide permanent ground cover El)
q� If washout occurs, repair the slope grade, reseed, and reinstall mulch. Continue
II'MIN BOTTOM WIDTH SEDIMENT BASIN SCHEDULE (Surface Stabilization). `7 `7 inspections until vegetation is firmly established.
ARC TYPE ROCK PIPE INLET PROTECTION CHANNEL MATTING STABILIZATION
3-10-23
ZN Revision Date By • Date: November 2022
,�'�`' Herring-Sutton & Associates, P A
� g Town of Saratoga Sedimentation and Scale: No Scale Map No.
- 80'';Q2 Engineers - Surveyors - Planners / Firm License #C-2310 Erosion Control Details Drawn by twh 20proj/9561B
y INERL' Wilson County North Carolina
.,/,-�,,,;'SJ�,�° 2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] ✓ Sheet No. DT-4B