20120251 Ver 1_More Info Received_20120323

LETTER OF TRANSMITTAL
ADAMS HEATH ENGINEERING INC
119 NORTH MAIN STREET
GALAX VIRGINIA 24333
TELE [phone]
FAX [phone]
TO Ms Beverly Strickland
NCDENR
Mail Service Center 1650
Raleigh NC 27699 1650
DATE March 23 2012
WE ARE SENDING YOU X Attached Under separate cover via the following items_
Shop Drawing Prints Plans Samples Specifications
Copy of Letter Change Order X Other CD
COPIES DATE DESCRIPTION
1 03/22/12 Piney Creek Elementary School Sewer Improvements
pdf drawings files
THESE ARE TRANSMITTED as indicated below
For Approval No Exceptions Taken Resubmit copies for approval
• For your use Make Changes Noted Submit copies for distribution
• As Requested Revise & Resubmit Return corrected prints
For review /comment Other
For Bids Due Returned After Loan To Us
COPY TO File SIGNED ..�
J \AHE Projects\Alleghany County NC\AC 11 002 \CorrespondenceUransmittals As

PLAN `;HEFT INDEX.
1 , COVER SHEET n. INDEX
z0 :-EPT1 C SYSTEM SCk7iEMATUC & NOTES
3, FORCE MAIN LINE 100 F & PROFILE
4@ LPP DISPOSAL DRAIINFIELD SITE PLAN
SEPTIC TANK EFFLJEN111,T t=jJl STATIIuf!
6@ STANDARD CONSTRUCTIION DETAIILS
7@ EROSION & SEDIMENT CONTROL DETAILS
GENERAL CONSTRUCTION NOTES.-
OWNER:
ALLEGHANY COUNTY
BOARD OF COMM�SS�ONERS
348 SOUTH MA�N STREET
P,O, BOX 366
SPARTA, NORTH CAROL�NA 28675
LEGEND
A W_ PAA
i u �
EROSION CONTROL MEASURES
E::
PROPOSED SEWAGE FORCE MAIN
TEMP. CONSTRUCTION ENTRANCE /EXIT
�-
6.10
TEMPORARY SEEDING
p$
6.11
PERMANENT SEEDING
O6.14
►/
PROPOSED GATE VALVE
2849.2900
.�.�,
.. 9,
OUTLET STABILIZING STRUCTURE
1322756.5875
6.55
ROCK PIPE INLET PROTECTION
1025651.9607
6.60
TEMPORARY SEDIMENT TRAP
PROPOSED AIIR VACUUM RELEASE VALVE
6.62
SILT FENCE
6.83
ROCK CHECK DAM
CONSTRUCTION LIMITS -
..
�
AREA OF
W
EXIISTIING WATER L N E�
AREA AS
e ..........
.... ........... .
LIMITS OF DISTURBANCE DETAIL.
1322517.3560
2863.1400
D
1025206.5139
1 322581 .7821
teI
EXIISTIING BURIIED TELEPHONE LIINE
1025176.9400
1322688.7000
2855.1300
427
GAS
EXIISTIING GAS LIINE
................ ...
S
EX T G ER LANE
- ....
_____________=
EXIISTIING STORM DRAIN
......:...............
.......
VY
EXIISTIING FIIRE HYDRANT
.......... �
r............ ..........
X
EXIISTIING GATE VALVE
OW
EXIISTIING WELL
V�C�N�TY
MAP
EXIISTIING SEWER MANHOLE
SCALE: 1 = 1000'
EXIISTIING UTILITY POLE
®
MAILBOX
TELEPHONE PEDESTAL
SIGN /BIILLBOARD
VEGETATIION
STREAM
X X
FENCE
EXISTING PAVEMENT
EXISTING GRAVEL ROAD
SURVEY CONTROL POIINT
PLAN SHEET OUTLINE
L
EROSION CONTROL MEASURES
E::
6.06
TEMP. CONSTRUCTION ENTRANCE /EXIT
TS
6.10
TEMPORARY SEEDING
p$
6.11
PERMANENT SEEDING
O6.14
1025798.0516
MULCHING
2849.2900
6.41
OUTLET STABILIZING STRUCTURE
1322756.5875
6.55
ROCK PIPE INLET PROTECTION
1025651.9607
6.60
TEMPORARY SEDIMENT TRAP
-■
6.62
SILT FENCE
�
6.83
ROCK CHECK DAM
CONSTRUCTION LIMITS -
THE CONTRACTOR SHALL LIMIT THE
AREA OF
DISTURBANCE
FOR THE PROJECT TO A MAXIMUM
AREA AS
SHOWN IN THE
LIMITS OF DISTURBANCE DETAIL.
SURVEY TRAVERSE PONT NDEX
POINT #
fNOVRTHIING
FASTING
ELEVATION
A
102606.2442
1322929.3534
2866.6800
B
1025798.0516
1322929.3534
2849.2900
C
1025702.2608
1322756.5875
2842.5400
D
1025651.9607
1323204.2680
2853.5500
E
102545.7752
1322691.0589
2834.5900
F
1025456.9834
1322638.59 60
2842.8300
G
1025327.3874
1 32271 4.8859
2844.2000
H
1025316.9062
1322517.3560
2863.1400
D
1025206.5139
1 322581 .7821
2859.7800
J
1025176.9400
1322688.7000
2855.1300
S�TE MAP
SCALE: 1 " = 150'
ADAMS-HEATH ENGINEEIDING INC.
......................................................................................................................................................................................................................................................................................
..................................................................................................................................................................................................................................................................................................
\IAIENTAL
CIVIL EN VIR 0 1\
...................
119 Ilorth Main Street
Tel: (2i6) >36 -4588 Fax: [phone] Galax. Virginia ? 4333
\A cao
z.
SEAL
021204
♦ •_
KEVIN
•1.11112..•.

Al -
4x 100'
A2 -
3x100'
A3 -
4x 100'
A4 -
3x 100'
0
0
4" EFFLUENT
FORCE MAON
4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UT0L0T0ES/SEWER SYSTEM COMPONENTS PRIOR TO START OF
CONSTRUCTION.
5. SUBGRADE BELOW ALL TANKS SHALL BE COMPACTED, LEVELLED, AND PROV=D WOTH A MINIMUM OF 4" OF COMPACTED
CRUSHED STONE.
ID Lr- r-
MAN IFOLD (TYP)
399 LPP MANIFOLD (TYP.
299 THROTTLDNG VALVE
- TYR. ON INLET S0E
OF EACH MANOFOLD LIN[
EQUALIZATDON TANK
EX. 6 §9 GRAVOTY
SEWER ON
PROP. 49000 GALLON
BAFFLED SEPTIC TANK
TFDF_ A Tk �� F K\ � T Q V Q T F kJ QrUFFKA ATV
FORIN
699 COMPACTED
SODL CAP
LPP
DRANRELD
TABLE
UNE
99 A 99
LINE
Ll ft
ELEVATION
PRESSURE
HOLE 09
HOLE
#
HOLES
FLOW PER
FLOW PER
HEAD, ft
Dui.
SPACING,
ft
4==)
HOLE, GPM
LATERAL
Al
100
2856.50
2.00
5/32
4.00
Ft
25
0.41
1 0.1 4
A2
100
2856.00
2.50
5/32
4.55
Ft
22
0.45
9.98
A3
100
2855.30
3.20
5/32
5.26
Ft
19
0.51
9.75
A4
100
5854.60
3.90
5/32
5.88
Ft
17
0.57
9.63
A5
100
2854.00
2.00
5/32
4.17
Ft
24
0.41
9.74
A6
100
2853.40
2.60
5/32
4.76
Ft
21
0.46
9.72
A7
100
2852.70
3.30
5/32
5.56
Ft
18
0.52
9.38
A8
100
2851.80
2.00
5/32
4.35
Ft
23
0.41
9.33
A9
100
2851.10
2.70
7' r)
Z
5/32"
5.00
Ft
20
0.47
9.43
A1 0
100
2850.40
3.40
5/32
5.88
Ft
17
0.53
8.99
Al 1
100
2849.90
3.90
5/32
6.25
Ft
16
0.57
9.07
A1 2
100
2849.00
2.00
5/32
4.55
Ft
22
0.41
8.93
A1 3
100
2848.20
2.80
5/32
5.56
Ft
18
0.48
8.64
Al 4
100
2847.70
3.30
5/32
5.88
Ft
17
0.52
8.86
B15
100
2845.60
4.10
5/32
6.67
Ft
TOTAL = 131.60 GPM
TFDF_ A Tk �� F K\ � T Q V Q T F kJ QrUFFKA ATV
FORIN
699 COMPACTED
SODL CAP
OVER TOP OF TRENCHES
CAP STONE LAYER
W/
GEOTEXTILE FABROC
"B"
LINE
L9 ft
1'-9" DEPTH TO
%�
V
BOTTOM OF
#
HOLE S
LPP TRENCH (TYP)
FLOW PER
HEAD, ff
EX�ST�NG SOIL 18 99
TRENCH
WIDTH
1-1/4 95 PVC LPP LATERAL
INS01E 4" CORRUGATED PVC
DRAINFDELD POPE SLEEVE
OF PWE (TXP)
�1
1599 MIN. DEPTH
GRAVEL TRENCH
WASHED #57 STONE
LPP TRENCH CROSS SEC II �Ol
SCALE: 1;:2" - 1'_0•
F_YTF_Nlln V' PlIPF Tn X" kAii\\i
FINISHED GRADE \dl
1'-9" DEPTH TO
BOTTOM OF
LPP TRENCH (TYP)
1-1/4 11 PVC LPP LATERAL
ONSIDE 4" CORRUGATED PVC
DRADNFIELD PIPE SLEEVE
rAP �TnWF I AYFP W/
EXTEND GRAVEL 24" BEYOND END
OF LPP SLEEVE (TYP BOTH ENDS)
DRILL SECOND ORIFICE FROM
EACH END TURNED DOWN -
ALL OTHERS TURN UP
- SEE TABLE
SPECIFIED LPP TRENCH LENGTH
11 L99 - SEE TABLE
LPP TRENCH F "F''OPLC
-
SCALE: 1 /2 99 - 1 9-099
1 7X3 x 18"DEEP
®n CTV 11 r
UML-1 I L
45® BEND %& L /A � M Lr r [Li L_ I vv L_ L_ � 4 1 1 \ L_ 1 11 L_ I u � u uvul %I 1II
LATERAL BRANCH
LPP MANDFOLDD PROOPLE
SCALE® 1/2 55 1 5- 0 55
/ALVE FOR
G -
.E FROM GRADE
399 EFFLUENT FROM
PRESSURE MANIFOLD
11 x2"REDUCER
x2" TEE
LPP
DRANRELD
TABLE
UNE
"B"
LINE
L9 ft
ELEVATION
PRESSURE
HOLE 09
HOLE
#
HOLE S
FLOW PER
FLOW PER
HEAD, ff
Dui.
SPACING,
ff
4==)
HOLE, GPM
LATERAL
131
60
2854.20
2.00
5/32"
4.00
Ft
15
0.41
6.09
B2
70
2853.80
2.40
5/32"
4.38
Ft
16
0.44
7.11
B3
85
2853.20
3.00
5/329 9
5.00
Ft
17
0.50
8.45
B4
110
2852.50
3.70
5/32"
5.50
Ft
20
0.55
11.04
B5
100
2852.00
2.00
x/32"
4.17
Ft
24
0.41
9.74
B6
100
2851.40
2.60
5 / 3 Z2= 95
4.76
Ft
21
0.46
9.72
B7
100
2850.70
3.30
5/32"
5.56
Ft
18
0.52
9.38
B8
100
2850.10
3.90
5/32
5.88
Ft
17
0.57
9.63
B9
100
2849.50
2.00
5/32
4.35
Ft
23
0.41
9.33
X10
100
2848.90
2.60
5/32
5.00
Ft
20
0.46
9.25
B1 1
100
2848.20
3.30
5/32
5.88
Ft
17
0.52
8.86
B12
100
2847.70
2.00
5/32
4.55
Ft
22
0.41
8.93
B1 3
100
2846.90
2.80
5/32
5.56
Ft
18
0.48
8.64
B14
100
2846.20
3.50
5/32
6.25
Ft
16
0.54
8.59
B15
100
2845.60
4.10
5/32
6.67
Ft
15
0.58
8.71
TOTAL - 133.47 GPII
1-1/4 11 PVC LPP LATERAL
ONSIDE 4" CORRUGATED PVC
DRADNFIELD PIPE SLEEVE
rAP �TnWF I AYFP W/
EXTEND GRAVEL 24" BEYOND END
OF LPP SLEEVE (TYP BOTH ENDS)
DRILL SECOND ORIFICE FROM
EACH END TURNED DOWN -
ALL OTHERS TURN UP
- SEE TABLE
SPECIFIED LPP TRENCH LENGTH
11 L99 - SEE TABLE
LPP TRENCH F "F''OPLC
-
SCALE: 1 /2 99 - 1 9-099
1 7X3 x 18"DEEP
®n CTV 11 r
UML-1 I L
45® BEND %& L /A � M Lr r [Li L_ I vv L_ L_ � 4 1 1 \ L_ 1 11 L_ I u � u uvul %I 1II
LATERAL BRANCH
LPP MANDFOLDD PROOPLE
SCALE® 1/2 55 1 5- 0 55
/ALVE FOR
G -
.E FROM GRADE
399 EFFLUENT FROM
PRESSURE MANIFOLD
11 x2"REDUCER
x2" TEE
LPP
DRANRELD
TABLE
UNE
99 C 99
LINE
Ll ft
ELEVATION
PRESSURE
HOLE 09
HOLE
#
HOLES
FLOW PER
FLOW PER
HEAD, ft
0n.
SPACING,
ft
4==)
HOLE, GPM
LATERAL
C1
55
2850.10
2.00
5/32
3.93
Ft
14
0.41
5.68
C2
65
2849.60
2.50
5/32
4.33
Ft
15
0.45
6.80
C3
75
2849.00
3.10
5/32
5.00
Ft
15
0.51
7.58
C4
90
2848.50
3.60
5/32
5.63
Ft
16
0.54
8.71
C5
110
2848.00
2.00
5/32
4.07
Ft
27
0.41
10.96
C6
133
2847.30
2.70
5/32
4.93
Ft
27
0.47
12.73
C7
133
2846.40
3.60
5/32
5.78
Ft
23
0.54
12.52
C8
133
2845.90
2.00
5/32
4.29
Ft
31
0.41
12.58
C9
133
2845.20
2.70
5/32
5.12
Ft
26
0.47
12.26
C10
133
2844.40
3.50
5/32
5.78
Ft
23
0.54
12.35
C11
133
2843.80
2.00
5/32
4.43
Ft
30
0.41
12.17
C12
133
2842.90
2.90
5/32
5.54
Ft
24
0.49
11.73
C1 3
133
2842.10
3.70
5/32
6.33
Ft
21
0.55
1 1.59
TOTAL - 137.65 GPM
1-1/4 11 PVC LPP LATERAL
ONSIDE 4" CORRUGATED PVC
DRADNFIELD PIPE SLEEVE
rAP �TnWF I AYFP W/
EXTEND GRAVEL 24" BEYOND END
OF LPP SLEEVE (TYP BOTH ENDS)
DRILL SECOND ORIFICE FROM
EACH END TURNED DOWN -
ALL OTHERS TURN UP
- SEE TABLE
SPECIFIED LPP TRENCH LENGTH
11 L99 - SEE TABLE
LPP TRENCH F "F''OPLC
-
SCALE: 1 /2 99 - 1 9-099
1 7X3 x 18"DEEP
®n CTV 11 r
UML-1 I L
45® BEND %& L /A � M Lr r [Li L_ I vv L_ L_ � 4 1 1 \ L_ 1 11 L_ I u � u uvul %I 1II
LATERAL BRANCH
LPP MANDFOLDD PROOPLE
SCALE® 1/2 55 1 5- 0 55
/ALVE FOR
G -
.E FROM GRADE
399 EFFLUENT FROM
PRESSURE MANIFOLD
11 x2"REDUCER
x2" TEE
�1
--No"
mm
CY'D
C\)
C\)
4J
4==)
CY-)
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4==)
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cc
7t
�
j
�
FT
C\)
C-D
C\)
cc
cc
7t
�1
--No"
mm
CY'D
C\)
C\)
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- o
x - - - - _ PROPS Ty LINE I
` PROP. FLOW
X
EQUAL Ii TION TANK \ _ {- - - - - - -- -- - - - - - - - -
- -- I 1
_ • - � - \ - \ _ -_,__ \ \ / / � _ �- -- -- -- -- - -- - - _ - - -- _ - - -- - - --- - _/ ___
/
- - /
C\) 4* - ------- - - - - -- 4,000 GALLON PROP® BAFFLED
'
SEPTOC TAT PROPe - - - - - - I /
VALVE VAULT -- --- - - - - -- x
•% J \ \ - - - - -- - - - - - - - - - - - - - - -
/
N�,1d26064.244
/ E :1322929 ` 334 °
� Nm 162,56,51.9 607
/ _ Z . :6 m I 1 / I / / / / �,
' _ _ - _ _ _ - - E.13�3204.26 0 I 0
\ I / /
�.2�53.55
\ /
EX. DRAD FIELD AREA TO / I o /
E W PRESSURE MANIFOLD TO / I / / / '�
/ BE TAKE OUT OF SERVOCE / 1
� � / TAKEN OUT OF SERVOCE I I I l �
\ \ / / / 1 DUT REMADH OH PLACE ON /
BUT REMAIN ON PLACE IN I
/ I 0
�VENT OF AN EMERGENCY EVENT F AN EMERGENCY � / / / / / / � / � ' / / _ _ - 03 I I l l l I I
0
\ \ \
CY'D
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\ \ \ \ \ \ PINEY CREEK ELEMENTARY SCHOOL I / J , / / / , / o / / C°
� / / C3
PIN: 3022350972 I I ► / ' / 1
Lo
\ \ \ I DB: 42, PG: 591 / i I I / / l / i ► I , ■-�� /
\ \
\\ \ I I Ld
Z / \
\ \ 1 l 0 9 / Q__0
X /
\ \ \ \ \
LP/P DISPOSAL AREA SEE/
\ \\ \ \
EX. /WALKING PATH / / I / PLAN �flEET 4 FOR ENLARGEM T
\ \ \\ \ \ \ LO ATE PROP. FORCE
\ \ \ \ MAINS > 5LF FROM EDGE
N :1 025798.051 6
ASSUMED LOCATION OF \ '0 \ \ / / / o E ®1 322929.3534 I X
PROPERTY LINE RUNS \ \ \ \ \�f` \ � I / / � / / / � / / � / • / / r
ELECTRIC SERVOCE -DROP WITH FENCE LONE � \ \ I I / m2�49m29
METER e Ede POLE � \ � � �� / l / / / � � / / • / / / \
/ / � / / � /SEPTIC TEST PST
/ / I / / / / �► _
_ L CATION TYP. / ,� • / / / � /
EXTEND MAD N ELECTROC S P -PL- -Y \ / \ r /
\ / / i
FIELD LOCATE � � � \ \ THREE (3) � EFFLUENT FORCC� \ � / , �
I � ODO
EDGE \OF PROP. --CABLE UNDERGROUND [N CONDUIT \ \ MAD LINES FROM PUMP STATION / I I 1 \ o
\ FROM SETS E- P-OL TO PANEL \ TO DRAD H FI EL® PRESSURE MAI OFOL® / I I ` o� '�
TANK 2C F F \ I I THE HOM EPLACE AT PINEY CREEK, LL C\ �
X \ \ 99 ` v
OF PROPER Y\ LINE PROP. ELECTRICAL \ c BOXES e 36 MON. COVER / I ► I I \ `PIN: 22 1�`1 ` / / , • • , /
\ o o
o EQUIWMENT SHELTER \ \ I 30 358 3 /
\ \ ` � I / I I �
EXTEND PUMP CONTROL CABLES Df�: 340, PG: 910 \
0
\ \ \ \ I I \ -
1_ o \ \ I I I I 30 TEM P'ORARY EASEMENT UNDERGROUND IN CONDUDT FROM
\
o p ` _ / /
� 4 E: 3 6 8.7000
ONSTALL GRAVEL CO NTROL PANEL TO WETWE LL 2 RMAN NT EASEM ENT \
®28 5® 3
WALKING SURFACE °p 0 0° p INSTA /L 40'X40' CHADN PLONK _
p
BETWEEN TANKS \ � � � � I 1 \ \ � \ ` � / / / •/ � $� /`' �
X o g p o p o o X FEN A _ _ - - _ _ - - IC TANK \ 1 , \ ONSTALL RW RAP SLOPE
p p o p o0 0o r % v M P STATION , _ EA \ \ \ \ \ l l \ PROTECTION ON
o 4� - _ \ \ ,� 1 \ DIS'URBED STREAM \BANKS
o TEMP. SOLT� FEHCE� - - - _ \ \ I �s / \ \ / �/ / / �►
BELOW E� AVATION AREA - - - -_ \ \ \ � �, � � o i � I / I / / / / /
o g \ i \ • \ /
e OPEN CUT & CONCRETE
_ _ \ H-0 1 02570 ®2608 \ /
\ ENCASE 1 LF STREAM
9 - - - - - _ _ E�® SEPTIC TANK \ � \ E�1 322756.5875 1 / /
TE D 10 ODE G AVEL _� I ` \ \ • (TYP.\OF / /
p -� _ / , \ CROSSONG EACH I N.1 0 5495m��52 EFFLU ENT LINE TO BE \ < _ 2,842.54 ) / �, • /
o° o ROAD F�M-E ® R11N - \ \ — — �� \ I \ Em 13 2/ 91 .059
PROP. 16 DOUBLE �p�o e ABANDONED ON PLACE 1 AREA TO 'B MADE AVAILIBLE FOR i . X \ I--, \ / / m /
g LOT TO FENC LOT ONSTALL PROP. FORCE :222/834159
9 \ �DOSPOSAL OF >E C'E�S EXCAVATION \ \ \ I / / O / /
GATE �C/0 LOCK p / , \ / / a / � /
6 MON• PE--l* H COMPAQ�ED / *TE�I&L e `PROTEC-T WITH SILT I MAIN LD H ES 1 0 LF / E . SEPTIC TANK LOCATED UNDER' \ - \ 1 / / 0
o NCDO-T�ABC STONE / - I \ /
/ _ FENCE, GRADE SMOOTH -E -ON-CE \ \ OFF OF FE ONE , , / v
99 p o 99, WOOD STAGEOPLATFORM�- T�HK \ \ � � I I � / ► , / � • / / ® / �, , \
EX. 6 GRAVOTY �
EXTEND NEW 6, VC S 0 / TO BE ABANDONED I N� PLACE � COMPLETE �c� VEGETATE � \ I
\ ■ I
SEWER FRG / rX. TO
SEWER TO BE _
o PR�P�NE S C TAN - _- S� / / r� � � /�, a
/ _ _ - - \ 1 \ /� N ®1 025206.51 39
BE-
ABANDONED p � � - � � /
MADNTAI�- SL HE > 1.0� / �►/ a� ��t / /
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ON PLACE p / / � I I I �♦ / x / a J Ee 1322581.7821
PROPERTY LONE Z:2859.78
E� ® FANGED ALK AY / � _ - � � � � � � I � I � 1 — � / - . I
p p � - _ _ � 9 N: 1025456 \ �.
g \ 99 \ - - 30 TEMPORARY •
� � E.1 32263�m59 60 -
99 0 � � ,� FIE LOCATE EX. 6 GRAVITY EWER \ � � ® /
E�. 6 GRAVITY Og � ' _ C\ UT EASEMENT Z:2842.83 0
LD CUT CONFECT TO W NEW �
SEWER FROM p ,- ` \ I ' 'THREE (3) PROP® � 9
oc4o 6 WYE �C\ CLEANOUT \ EXTEND N\EW / 99 20 PERMANENT CENT /
SCHOOL TO o ,/ 99 / 4 FORCE _M S- �
�� /
REMADN ON SERV= GRAVITY \ SEWER TO \SEPTIC TANK\ / _ - - - - EASEMENT 16
\ / / TO LP P- FD E LD
.
E A�O D SOT ALA
\ SCALE. � e 20 \ / / X Z 1_ PLAN VIEW FORCE AIN LINE 100
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PROTECTION 01
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BANKS
OPEN CUT & CONCRETE
ENCASE 10 LF
STREAM
CROSSONG
(TYP. 0
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282
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TEMP. SILT FENCE ON_X
BOTH SIDES OF CREEK
� ® L= u I I I L= L= LL=:.j r--% 1 9 Z-- 1-w � IL- U \=Iil u -T � \-I IL- U � u 1-w U 9 'f-- %==01 1-w IL-- I 1 11 1 f--% 1=== a
be LPP FIELD B - 1 9305 LF OF 499 70 LF OF 3 = 1 9375 LF TOTAL.
c. LPP FIELD C - 19379 LF OF 499 80 LF OF 3 19459 LF TOTAL.
ONSTALL RW RAP SLOPE
PROTECTION ON 4. THE INDICATED LPP HEADER LONE PLACEMENTS REFLECT THE LAYOUT RECOMMENDED
DISTURBED STREAM BANKS
BY FOOTHDLLS SODL CONSULTANTS, LLC. PRIOR TO INSTALLATION, THE CONTRACTOR
SHALL HAVE THE LINE LOCATIONS STAKED ON BY A SURVEYOR AND ONSPECTED BY
OPEN CUT & CONCRETES
ENCASE 10 LF EA
NCDENR AND/OR THE HEALTH DEPARTMENT. FINAL LINE LOCATIONS SHALL THEN BE
ST.R-`M
CROSSING,(TYF5. OF EACH FIELD ADJUSTED OF AND AS NECESSARY TO MAINTAIN ALL REQUDRED PIPE SLOPES
_, ! - AND SEPARATDONS.
5. FOLLOfflNG INOTDAL LINE INSTALLATION BUT PRIOR TO REQUESTONG FONAL ONSPECTDON
. . . . . . . . . . . ... . ...
SERTOC TEST POT
LOCATION (TYP.)
LLJ
-284
N: 1025456,9867
E: 1322638,5969
O' PROPERTY LONE
ONSTALL TEMP. SILT--FE--NC -E W/ ROCK
C OUTLETS BELOW WORK AREA
END COMMON FORCE MAIN ROUTING 398-76 SETBACK NO -ON-STRUCT�ON PLACE-- -TS----
PLA --ROCK OUTLETS @ LOW PON
@ STA. 11 +40 CONTINUE FORCE x WITHIN THOS ARE-A
MADNS TO RESPECTWE PRESSURE X AND/OR 1 0 MAX SIPACONG
MANOFOLD LOCATDONS AS SHOWN -47" E F-F-L9EUT--- 1-x - -
FORCE MAINS x N: 1025154,7870
#31 0-0 0 D
�y - _ E,--1 322398, 7659
N 1025327.3874 - - _ - - _ _ - - _ ■ -.- _ E: 1322714.8859 PRO-P. --LPP DOSPOSAL AREA
Al --L2844.20 #30 -aO'---A P P R 0 X. BOUNDARY -LON-E 1.28 ACRES Lij
ARM- F-EN-CE AROUND 0
[-L-LNE & TRENCH �TYR� TS F INSTALL 4" FORCE MADN FOR LPP rF--1 1-1/4 LPP HEADER BUFFER �NSTALL NEW F FIELD A 15 FT OFF OF FENCEROW nn n e,
A 9'!� m A PpnPFPTY Pn�mnAPY ---nFTAll
LPP RELD STAKEOUT TABLE
POINT #
NORTHING
EASTING
THE UUNINAUFUN SHALL FDLLU ADJUST THE PUW="-) 6C VALVES "-)U THAT THE
1025412.0746
1322626.2396
A2
1025351,3937
REQUIRED SYSTEM FLOW RATES AND OPERATING HEADS ARE ACHIEVED.
A,
1025264.7893
1322623.3797
A4
UN-NAMED STREAM 0
1322681.8621
B1
1025323.9820
1322703.8953
B2
1025268.5999
1322656.0486
-N-.!-1 0-25-49-5.7752
1025213.4535
1322678.2271
B4
1 0251 80.8299
E: 1322691.0589
B5
1025239.3644
1322757.1856
C1
Z:2834.59
THE HOM-EP-LA-CE-AT-PINEY CREEKI L LC
LEJ
SF
1322742.8891
C3
PIN: 3022358113
0
C4
1025106.5618
309 TE MPORARY UTILITY
DB: 340, PG: 910
1025099.3163
1 322828.41 25
C6
-CO-NSTRUCTOON EASEMENT
30' TEMPORARY EASEMENT
20 PERMANENT
-2W P-ER-MANENT EASEMENT
7L
UTILITY LINE EASEMENT
1,30
0\
SERTOC TEST POT
LOCATION (TYP.)
LLJ
-284
N: 1025456,9867
E: 1322638,5969
O' PROPERTY LONE
ONSTALL TEMP. SILT--FE--NC -E W/ ROCK
C OUTLETS BELOW WORK AREA
END COMMON FORCE MAIN ROUTING 398-76 SETBACK NO -ON-STRUCT�ON PLACE-- -TS----
PLA --ROCK OUTLETS @ LOW PON
@ STA. 11 +40 CONTINUE FORCE x WITHIN THOS ARE-A
MADNS TO RESPECTWE PRESSURE X AND/OR 1 0 MAX SIPACONG
MANOFOLD LOCATDONS AS SHOWN -47" E F-F-L9EUT--- 1-x - -
FORCE MAINS x N: 1025154,7870
#31 0-0 0 D
�y - _ E,--1 322398, 7659
N 1025327.3874 - - _ - - _ _ - - _ ■ -.- _ E: 1322714.8859 PRO-P. --LPP DOSPOSAL AREA
Al --L2844.20 #30 -aO'---A P P R 0 X. BOUNDARY -LON-E 1.28 ACRES Lij
ARM- F-EN-CE AROUND 0
[-L-LNE & TRENCH �TYR� TS F INSTALL 4" FORCE MADN FOR LPP rF--1 1-1/4 LPP HEADER BUFFER �NSTALL NEW F FIELD A 15 FT OFF OF FENCEROW nn n e,
A 9'!� m A PpnPFPTY Pn�mnAPY ---nFTAll
LPP RELD STAKEOUT TABLE
POINT #
NORTHING
EASTING
Al 1
1025412.0746
1322626.2396
A2
1025351,3937
1 322573.81 51
A,
1025264.7893
1322623.3797
A4
1025328.9715
1322681.8621
B1
1025323.9820
1322703.8953
B2
1025268.5999
1322656.0486
B3
1025213.4535
1322678.2271
B4
1 0251 80.8299
1322713.7276
B5
1025239.3644
1322757.1856
C1
1025241 .31 58
1322785.3769
C2
1025192.1558
1322742.8891
C3
1025140.5861
1322759.6951
C4
1025106.5618
132279 6.2926
C5
1025099.3163
1 322828.41 25
C6
1025124.2449
1322848.4893
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PCBase.dwg
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Sheet of
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01/12/12
PCBase.dwg
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021204
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Vertical
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Scale
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111=20'
Sheet of
4 7
Date
File Name
01/12/12
PCBase.dwg

5
1 1
109-499
699 GRAVOTY SEWER
ON FROM SCHOOL
209 -499
I-I _AN V EW
%_j %j V N O� fA IF I L
SEPTOC TANK
FLEXIBLE PWE BOOT OR
LINK—SEAL WALL SEALANT
@ ALL PIPES (TYP.)
699 GRAVITY SEWER
EFFLUENT TO FLOW
EQUALD ATION TANK
24" DIA m MANHOLE FRAME &
COVER W E TENSDON RINGS EFFLUENT SOLOS FOLTER RATED
TO FONISHED GRADE (TYP. OF 2) FOR > 2 9 900 GPD 9 EXTEND
49 000 GALLON PRECAST
TEE HANDLE TO WOTHON
99
FONOSHED GRADE REDNFORCE® CONCRETE 12 OF MANHOLE OPENONG
ELm = 2868.01 SEPTIC TANK
\iI/ \�I/ \\�I/ \\�I/ \\�I/ \\�I/ \\�I/ \�� \\�I/ ��I/
/ \ \/ \ \/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \/\ \/\ \i\ \/\
�/ /FIN° GRADE/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ /�
\ /\, \/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /\/ FIN. GRADE
\i� \ \� \� \ /, \ \i \ \i\ / / / / / / / / / / / / / / /// //////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// \ \�\ �,�` \�
\ /\ /\ /\ / \/ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \// //\ /\ // /\ /\ /,,
\ / / \ / / \ / / \ / / \ / / \ / / \ / / \// //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// \ / / \ / / \ / / \ / / \ / / \ / / \ / / \ / / \ / / \ //\
TOP 0 F TANK / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \/ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \ /\\ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \\
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
f:
.. 9 '.
9
f .' k' - a .}'' .. ..
4
"f
.f'' 't't.. :. - . f.
ELm 267.0 q { I. , t
- d
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- i. � .. .. r 4 , f v f '�,.`t'''J'',. .. i'.'f. /'.'`t�., � . 4 ., i r f .. ,
OUTDOOR HALOGEN
LOGHT & SWITCH
655x69 STEEL POST
36" MVNe BURY.
EMBED IN CONCRETE
PULP PO ER SUPPLY
CONTROL CABLES TO
PUMPS IN CONDUDT
0
1 9 -099 OUTSIDE
�=') ...
109 -1 99 ONSIDE 9 99 �
J . _ .,;,. r 6 —0 MON. � .11 . F
h
.
J ,
:fi
PRECAST CONCRETE VALVE
� t' t'
k'
- Y,, • i I. fr
�. f
V
'I fr.
OUTSIDE SQUARE
'` 9 9 9 99
t'
. (.r
,t, �t .
,r .'ll..
S
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J r r..
r
,r,
f fr
,
-
;` 9 99 MIN. INTERIOR DIMENSIONS ?1 � �
5 —O MIN
rf F B �� '.'. _C=�
:: '4.:f ONSI ®E SQUARE 99 ����I��TI�� ��� ��U�
fF _ ,_
. " ..
'.
. °;.r
J'
RELEASE VALVE E TEND
O 1. fi..
�a.
1. P'
.. .. n
n�.
"J
J'
. m'J.r ,s
.'.1
. . f:' .. F l'`.
. 1 OUTLET PIPONG DOWN
j�
N ° �� i
' '.;
VENT W °
F: 499 EFFLUENT To
\ � t, .
,: INSECT SCREEN ° "
9 99 �° LPP DISPOSAL FDELD '
£: F
4 .t i
ONSI ®E ,�Ft.I�,".. SUBMERSOBLE SEWAGE PUMP c 99 " ,- e:f ,AF (TYP. OF 3)
1 6 _ I 113 EFFLUENT �U�P TY�e ,4 �.F : '
F
fr 99 99 T Y m ..
2 4; PUMP � .t ° 2 ... �q
5 e 5
9 2 99 J O
v
f .. 30��x6O" ALUMINUM o = ° ° � �
f �
OUTSIDE :;. ,, - �° :: �
ACCESS HATCH '� f:....."I". f d fr ° t.
.. . f ` s �., I %..' ......
4 'f. .. . -
y' �E =� i 1_3 � ..' . I—— ' . 'f , ... -`,,. . . .f. 97 77 . ff. r ... A?`�
, '.� .I ...
PUMP A °
.:. :,., T.:. . ., f � " . �... o .� �_" J. , '. . . F � .. . ° 03
THREE (3) 399 ". �i Ln
..f.r t r .l� °.
A'. r r • j1 ...
FORCE �iAONS
i '. �' 4�
99
`.
Jf 0
. I'
6 INFLUENT IN o a . FROM EFFLUENT _ ;; j 1. .. � �.
l:
o .�.,. .
FROf� SEPTOC TALK
PUMPS
. -t` 99
,. f
4 3 BYPASS LATE VALVE —
NORM. CLOSED YR OF )
`� T 2 �
t .:. f- .. .. -
.. J
..f
. . , .
7
''f, rl f,..
;t _41 f 't' r -'�rt` r .. .
L'tf•
.F rf ,
CONCRETE FIRE
.. r / r .. if r� -
ffin:
fF. 11 I
rff J .. -
,.'V
.
rf' .'f r f, % r,
r
, ,. .. 'J r : .., ,.:
SUPPORT (TYP. OF 3)
t .. C\)
l
7,000 GALLON PRECAST ! �
PLAN VIEW REDNFORCED CONCRETE 99 . O O
99 3 GATE VALVE ��
4 VENT W PUf�P TANK I
��'9X��99 DOUBLE LEAF :j
ONSECT SCREEN
ALUM. ACCESS HATCH
99 99 ".
30 x60 ALUM. 0c
PRECAST CONCRETE VALVE
99 ACCESS HATCH 9 9 9 99
18 VAULT — S x5 x3 —6 I�I ] Lo
MIN. MIN. INTERIOR DDMENSIONS �'
TCR OF TANK �o
. ..f ; ;'
r:
\\ � I
2
9
,.
i ,s
�I
\�I,
" J
�I
lX•
ELe 26 °0 X. fi
' vJ
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� f4
,
{
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v'J'
\ \ \ „ \ \ \
/ / / i /
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t.
s
/ /� A / / / /\ A / �. '. 9 9
\ \ \ \ 1 COMBINATION AIR/VACUUM .:.
\ \< �\ s�: \ \< �\ �`
. I, .t
\ \ \ \ /\ /,\ \ i\ \ i\ \ /,\ ,\ \ , \ / \/
.,I . t RELEASE VALVE TEN® _ _.
14 . '.j r
.t
r <
t. r .Art. • J .. .'� e e
3 1 JJ OUTLET PIPONG DO N f[ �
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TM f[``
99 99 99
' (3) 3 x2 TEE
,..
4 , -r t,,`
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�`
F
t'k'
.. J .� .. : .. .. J
FORCE MAINS J:
,J.:' ..
... , . I : .. 1 . .
:' 9 9
t'
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STAD N LESS
FROM EFFLUENT -
EFFLUENT TO
^J.
;'< F r.
,' .'''.... yt f
t'/ Fir'`' /'f.', `; .. r. .I
�.
STEEL FLOAT PUMPS = LRP DISPOSAL FIELD
69' INFLUENT ON TREE BRACKET a II
-7
FROM SEPTOC TANK `: ° `.
Jt'' ... iAE, :: '�
1. fiat\
4 . f..:: .. .�, . '. � ,. .J .... � . ' 9 9 9 9
.. ��... 1. ONVERT IN
3 x4 ONCREASER
I 1. HOGH WATER LEVEL ALARM
::; 2 HOLE DN
3" CHECK VALVE IN
J .. MAX. EQUALIZATION FLOOR FOR DRAIN
VERTICAL — EL. = 265 0�
f. i..ri, (TYP EACH PUMP) m PROVIDE 2'x2'x6' 1. I
.,
GRAVEL QED BELOW
., WATERTIGHT >==�
f: FLOOR DRkN
. JODNT (TYP.) 499 MON. DEPTH
° LIFTING CHADN ul
4 .
CRUSHED STONE
t . .
+' 2 STAINLESS STEEL
.
. ,3 CONCRETE PORE
.. PULP GUI ®RADLS
,..
,;. - 399 PU P ANCHOR TO ALL SUPPORT TYP. OF 3 , ": f
( )
DOSCHARGE PIPONG . �.'-_
.'. 1. I... " : . 1. .t 1. f'. S.I. t " 11
. 0
:11 7 " :­.. 0 .:f . . 1: 79000 GALLON PRECAST >==�
. .
:". f. ", F'. '.'...'. f . ". SECTION V/0 ' 'fr 699 OPEN TEE REINFORCED CONCRETE
4" MIN. DEPTH ANCHOR DROP � ..;� Ff DROP CONNECTDON � .F :. :I 4 PUMP TANK
CRUSHED STONE PD PE TO ALL `' LPP MANIFOLD TARGETED
1 F .s. ' SURMERSO�LE LPP ORflCE
O O O O T 0 T K D ? :..:r_ f .`:f ZONE PRESSURE FLOW
9 9 {. _... SEWAGE EFFLUENT ZONES DIAMETER
5 99 e 9 99 ;R' E RCU RY FLOAT LEVEL ,, LINES HEAD PATE
SCALE® 102 — 1 —0 CONTROL SWOTCH �c PUMP (TYP. OF 3)
TANK NOTES: `., I.ff, WEDGHT TYP• .r ', PULP ON Al —A4 1 10299 2 FEET 41 m4 GP�i
4 ( 'r
1 . THE SEPTIC TANK & PUMP TANK DI M ENSOONS SHOWN REFLECT THOSE OF ONE APPROVED ' ,f ', 1 . _ , ELm = 2858.339 A5�A7 1 e 1 0499 2 FEET 28m8 0 0
}f r; - A C�)
f�ANUFACTURER �LACKWELDER
TB-595 SEPTOC TANK BLACKWELDER BTS —PT -558 PUMP "*'.t1 r r. AS—Al 1 1 e3o 99 2 FEET 34m�
99
.1 :,
� .,. 1 PUf�P OFF Al 2 —A1 1 —3 1 6 2 FEET 25m9
TAN K)• THE CONTRACTOR MAY ELECT TO USE OTHER MANUFACTURERS, AS LONG AS THE _ -' ,::'� . r
--
- . :.'. - - - - -- -- - - - - - -- - ------------------------------------------------------------ - - - - -- - -- -- -- ------------ - - - - -- t,...,:': EL 2 57 1 79
TANKS ARE APPROVED RY NCDENR, THE M� Nm REVD VOLUMES ARE PROVIDED AND ANY l.. _ = = = =_ 99 . ": F.. L. _
. f. I 1 i� I N m r k -..r
REO D ELEVATION ADJUSTMENTS ARE BADE TO MAKE THE SYSTEM WORK. J Fr , `:`. t TOTAL 1 30m9 GPI >==�
;,;>.r ,r PULP SU�ERGENCE
TERMINATE DROP POPE '
TANK FLOOR 99
2m ALL TANK WALL PENETRATIONS SHALL �E MADE WATERTIGHT. 99 tJ:rf }t :. ; . ?—r: rt .:. ; r =;, — 1 —5 1 6
4 . n R 1 R4 2 FEET 31 m7 GP�i
.r 9
.. �f: ..1 Fr. e
12 ABOVE FLOOR
f.K q
X
. 'a . . e
99
Sf , 't.'.
CELe 255867
1: . 1. fir'
'( -
1-7/16 :` D5 �� 2 FEET 3�mO % f .. - r . , 11.1 11 F.
�` J� �� t f. r
P
BOTTOM OF TAN K
99
r.
5„
,it.
- 9 �9 —�11 e 2 FEET 2�m�
99
1 1 4
- O
4 MON. DEPTHS ELm — 255.17 X12 —�15 1-3/8 99 2 FEET 34.8 u i
77 9 CRUSHED STONE
SECTDON VIE HYDRAULICALLY SEALING C_
°0 SLOPED SHEET i�ETAL
PUMP DISCONNECT FLANGE TOTAL 133m3 GPI
69 -099 on ROOF PAINTED FLOW E TANKZ — 1 —1 499
9 99 C 1 C4 0 2 FEET 28.8 GP�i
3 °6 2 >==� f:
C5 —C7 1 -3099 2 FEET 34.8 STEEL FRAMING PUMP STAT�ON_ C C�_C 1 0 — 99 2 FEET 3�mO
SUPPORTS
SCORED SHEET FETAL 5 1 716
PUf�P CONTROL PANELS W ENCLOSE S=S ROOF PADNTED 99 C1 1 —C1 3 1 —3099 2 FEET 34.8
� SCALE: 1 2 e 1'-0" �
ALARM LOGHT & HORN 499 TRIM STRIP
TOTAL 136.4 GPI
MAD N ELECTRDCAL
DISTRDBUTDON PANEL
UNOSTRUT BACKING
REHOND PANELS
MANUAL TRANSFER
SWOTCH
..'. - ' "
4.'� I -- --, - .' , � �' " . .
. .: I .1 �' . ..
ELECTROCAL POWER SUPPLY
CABLE IN C0NDU0T UNDERGROUND
TO MAIN POWER SUPPLY FROM
ELECTR�CAL CONTROL Enl__'U�rF�J'MENT
S H E LT E'rD-\ SECT�ON V�EWS
SCALE - 1 2I9 - 19
LIGHT G - SWITCH
ELECTROC CONTROL PANELS
& SWITCHGEAR MOUNTED
ON UNISTRUT BACKONG
6 "x699 STEEL POST
— 36" MIN. BURY.
EMBED IN CONCRETE
— TYP OF 3
CONCRETE
ENCASEMENT
1" THREADED CAP W /���G
MOUNTED ON TOP OF PIPS
- FOR CONNECTING CLEAR __\
PRESSURE MONITOR0NG TUBE
CONTRACTOR PROV0E THE
ONT
D�
Ig
INTERNAL
VAULT DRAIN
oBsERvATioN PORT - TEE w/
EXTENSION T0 GRADE 8c
REMOVABLE CAS (TYP. EACH LINO
11vu/a111 I r �JL. L) — uvu/au i\1 I /A i i\1 F ��u I I v E_
SLOPE e SEE SITE PLAN FOR
090899 TYP NUMBER OF LINES REQD
SPACONG
BETWEEN LINES
3 PLAN VOCE
5 I I/ 3
r
Z/ A % F ��D P rC���U�C� MANDFOLD "OX
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1 —5/899 TOP
BRACE
RADLS
9 109 109
2 DDAM x 10' LONG DOUBLE ROW OF
LINE POST (TYR) 399 DIA. x 10' LONG BARBED WIRE ON TOP
GATE POST TYP.
X X X X X X X X X X n X X X n -X X X -� X X X n -X X X X -� X X X X X X X X X -X
X X X X X X X X X X I I X X X
.. 9 J ALL POSTS SET
3/8 20 DOUBLE CENTER DROP
I:. I t I
0N CONCRETE
TRUSS ROD GATE ASSEMBLY ROD ASSEMBLY G I I
L J -J
CHA�N UNK FENCE DETA�L_
9 GAUGE BARBED WIRE
9 GA. WOVEN WIRE FARM
FENCE (RED BAND ORS -'
EQUAL) 52" MIN. HEIGHT
9 BRACE
WIRE TW�STED
NOT TO SCALE
699 SAW—CUT
BRACE POST
6' MIN.
9 GAUGE
CHAIN
LONK FENCE
NOTE® BRACED SECTIONS SHALL BE USED ON BOTH S0ES
OF GATES, CORNERS, AND OTHER ANGLE POINTS.
THREADED
PVC LID CAPITOL FOUNDRY PCO— 1
CLEANOUT FRAME & COVER
FONISHED GRADE
d
e a
a
4 oa
a a
CONCRETE- 20 "x2099x 1 299
DEPTH AS REQ9D 45® BEND
TO SERVE USER 4
4
ELECTRIC CABLE IN CONDUI-
FROM PANEL TO DISCONNEC-
(TYPICAL) — SIZED B1
ELECTRICAL CONTRACTOf
1.5 HP 1.5 HP 1.5 HP �
SUMP PUMP PUMP s
EFFLUENT CA
PUMPS
C A L
E LE C TD ONE UNE D�AG"AM
BR
�CTO R
SEWER
kul ,L, t N I X — P I
499 MON.
1.5xO.De OR
O.D. +899 MON.
CcCCCCCCCCCCCc
c °c °c °c °c °c °c°
ccCocc c 000
c °c° c °c°
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O.D.
FONAL BACKFOLL
COMPACTED
DNDTDAL HAND
TAMPED BACKFOLL
(CLASS D OR DD)
499 MIN. STONE OR
SAND BEDDING
9,
sk
BOTTOM TO �
MATCH PIPE
O.D. /2
CLASS B — FOR PVC PIPE CLASS C — FOR D.I. PIPE
SEWER UNE BEDD�NG DETA�LS
CLASS 0
ORIGONAL STREAM BOTTOM RW—RAP
C C C
a a�
6 TYR. o a
a
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°
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CARRDER POPE
G 4
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2500 PS
CONCRETE l
O.D. +12„ MIN. �
VERT & HOPS
CONCRETE ENCASEMENT
TYPICAL CREEK CROSSMG
10' MINIMUM
29 -099
18 99
,TER LONE
=ER LONE
NOTE®
IN LOCATDONS WHERE WATER LINES CANNOT BE INSTALLED AT LEAST 1899
ABOVE A SEWER LINE, THE SEWER LINE SHALL BE CONSTRUCTED OF D.L
CLASS 50 WATER LONE MATERIAL AND PRESSURE TESTED PRDOR TO BEING
PLACED IN SERVICE, WATER LONE JOINTS ARE TO BE LOCATED EQUIDISTANT
FROM THE SEWER LONE,AND A CONCRETE CRADLE OS TO BE POURED
BETWEEN THE WATER AND SEWER LONES.
REINFORCE/REPLACE EXCAVATED WORK
AREA & STV4EAMBANK ABOVE NORMAL
WATER BEVEL W /CLASS I RIP —RAP
ANCHOR CASONG PIPE TO CONCRETE
W/ 3/8 "x399 STAINLESS STEEL STRAP
& EMBEDDED ANCHOR BOLTS
TEMPORARY SILT
FENCE
TEMPORARY FLUME POPE OR POPES
NON— ERODOBLE BARRIER
NCDOT ABC STONE,
RW —RAP, OR SANDBAGS
FINAL BACKFOLL
COMPACTED
INITIAL HAND TAMPED
BACKFILL (CLASS III —
SUITABLE 501, SAND, OR
CRUSHED STONE)
SEWER LINE
ARKONG TAP
36" MIN.
COVER 1
12
LL _T
499 MON. L
CLASS B e FOR PVC PIPE
FONAL BACKFOLL
COMPACTED
OP�D�DAL �IAP��
TAMPED BACKFILL
(CLASS D OR ID)
4" MIN. STONE OR
SAND BEDDING
FORCE MA�N
BE D L � u u G DETA�LS
10'± GYP.
EACH SIDE
PLAN
STREAM
ENCASEMENT OPTION ONLY
CREEK BANK BEYOND
5' PAX.
EXCAVATED WIDTH
TEMPORARY FLUME
ROPE OR PORES
EXTEND END
SUPPORT ANCHOR
3699 MIN. BELOW
BOTTOM OF CASONG
V4EDNFORCE /VREPLACE EXCAVATED WORK
AREA & STV4EAMBANK ABOVE NORMAL
STEP 1) CONSTRUCTION SHALL BE DONE IN LOW FLOW PERIODS & WITH FLUE PWE OPER,4TDON,4L.
STEP 2) CROSSING SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT PROHIBIT FLOW OF STREAM.
STEP 3) INSTALL TEMPORARY SILT FENCES TO CONTROL APPROACH AREAS.
STEP 4) INSTALL FLUME PIPE & NON — ERODIBLE BARRIER.
STEP 5) DEWATER W /IN DAMMED OFF AREA INTO SEDIMENT TRAPPING DEVICE.
STEP 6) EXCAVATE TRENCH & INSTALL PIPE.
STEP 7) BACKFILL STREAMBED WITH WASHED STONE TO ORIGINAL PROFILE. STABILIZE BANKS W/ RIP —RAP.
STEP 8) REMOVE BARRIER & FLUKE PIPE.
STEP 9) IMMEDIATELY STABILIZE & REVEGETATE STREAK BANKS BY SEED, MULCH & STRAW.
NOTE: FLUME PIPE CROSSING METHOD TO BE USED WHEN IN— STREAM CONSTRUCTION W�LL LAST 48 HOURS
OR MESS & STREAM IS LESS THAN 20' W0€.
OPEN CUB FLUME PME CROSSING
REFER TO INDIVIDUAL PLAN SHEETS, EROSION CONTROL NARRRATIVE, AND STREAM PERMIT FOR
INDOVIDUAL STREAM CROSSING REQUIREMENTS. THE PLANS HAVE BEEN PREPARED BASED UPON USING
OPEN CUT CROSSING WITH CONCRETE ENCASEMENT AT ALL LOCATIONS. IT SHALL BE THE CONTRACTOR'S
OPTDON TO CONSTRUCT THOSE CROSSINGS SPECIFIED AS BEING OPEN—CUT USOMG EITHER OPEN CUT
WDTH STEEL ENCASEMENT OR DIRECTIONAL DRILLING — WITH NO CHANGE TO CONTRACT PRICE.
S -\'E A M -\'O S S � N G
T r'D- C-r'D- DETA�LS
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2499 MIN.
COVER BELOW
STREAMBED
ICY
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REFER TO INDIVIDUAL PLAN SHEETS, EROSION CONTROL NARRRATIVE, AND STREAM PERMIT FOR
INDOVIDUAL STREAM CROSSING REQUIREMENTS. THE PLANS HAVE BEEN PREPARED BASED UPON USING
OPEN CUT CROSSING WITH CONCRETE ENCASEMENT AT ALL LOCATIONS. IT SHALL BE THE CONTRACTOR'S
OPTDON TO CONSTRUCT THOSE CROSSINGS SPECIFIED AS BEING OPEN—CUT USOMG EITHER OPEN CUT
WDTH STEEL ENCASEMENT OR DIRECTIONAL DRILLING — WITH NO CHANGE TO CONTRACT PRICE.
S -\'E A M -\'O S S � N G
T r'D- C-r'D- DETA�LS
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2499 MIN.
COVER BELOW
STREAMBED
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GEHEPAL EPOS1 OH AHD CIIiEIIT COHTPOL HOTES.:
1 U n ess otherwise indicated, a vegetative and stru ctu ra erosion and
sediment contro practices wi be constructed and maintained according
to minimum standards and specifications of the North Caro fina Erosion
and Sediment Contro Panning and Design Manua .
2, The pan approving authority must be notified one week prior to the
p recon stru ct ion conference, one week prior to the commencement of
and disturbing activity, and one week prior to the fina inspection,
3, A erosion and sediment contro measures are to be p aced prior to or
as the first step in c earing,
4� A copy of the approved erosion and sediment contro pan sha be
maintained on the site at a times,
5� Prior to commencing and disturbing activities in areas other than
incidated on these pans Onc uding, but not invited to, off –site borrow
or waste areas), the contractor sha submit a supp ementary erosion
and sediment contro pan as determined by the pan approving
authority,
6� The contractor is responsib e for insta ation of any addition: erosion
contro measures necessary to prevent erosion and sedimentation as
determined by the pan approving authority,
7, The proposed uti ity Ines sha not be insta ed direct y beneath any
ditch in order to minimize erosion, The proposed Ines sha be
nsta ed in the show der or s ope beyond,
8, The Owner, Engineer, nspector, Loca Bui ding Officia , or NCDENR
reserve the right to require erosion contro measures in addition to
those shown if conditions warrant in order to address erosion
9� A disturbed areas are to drain to approved sediment contro measures
at 0 times during and disturbing activities and during site
deve opment unti fina stabi ization is achieved.
10 For disturbed area ca cu ations, a disturbed area of 10 feet width has
been used for proposed sewer ines and the indicated areas on the
septic tank/ pump station site and the LPP drainfie d site,
1 1 , The Contractor sha inspect a erosion contro measures no ess than
every 7 ca endar days and after each runoff-producing rainfa event
producing 1/2 inch of precipitation or greater, Any necessary repairs
or c eanup to maintain the effectiveness of the erosion contro
devices sh0 be made immediate y.
12, This sheet is for Erosion contro measures on y, See other pan sheets
for detai ed construction information,
13, A disturbed and unpaved areas are to be seeded and mu ched,
14, A s opes disturbed in excess of 2% sh0 be mu shed with erosion
contro matting, proper y anchored,
15� Eo owing project comp etion and stabi ization, 0 temporary erosion
contro measures sh0 be c eaned up /removed.
16 The contractor sha imit the area of disturbance a ong proposed uti ity
ines to the maximum width indicated in Note ES10 un ess noted
otherwise.
17� During dewatering operations, water sha be pumped into an approved
fl tering device.
18, A permanent vegetative cover sha be estab fished on 0 denuded areas
not otherwise permanent y stabi ized, Permanent vegetation sh0 not be
considered estab fished u n t a ground cover is achieved that, in the
opinion of the oca program administrator or his designated agent, is
uniform, mature enough to survive, and wi inhibit erosion,
19, The Contractor sh0 c can sediment from any sediment trapping device
when sediment bui dup reaches the c eanout e evation,
20� Refer to the NCESCPDV for insta ation requirements for any
measure(s) required that are not detai ed on this pan sheet,
21 Underground uti ity ines sha be insta ed in accordance with the
fo owing standards in addition to other app icab e criteria:
a. Not more than 500 LE of trench may be open at any time,
b, Excavated m ateria sha be p aced on the uph side of trenches,
c. Effluent from dewatering operations sha be fi tered or passed
through an approved sediment trapping device, or both, and
discharged in a manner that does not adverse y affect flowing
streams or off –site property,
d� Vateria used for backfi ing trenches sha be proper y compacted
in order to minimize erosion and promote stab ization
EX. NATURAL
GROUND
APE 0
- c�oocQO� _O G
EX, DITCH
°o
\- \ - oo ° °oo� 0 IJJ�
\ X0 1
PIPEINVERT -
i i i �c Zo c
36 PIPE MAX
i
RIPRAP
HEADWALL
FILTER BERM NCDOT CLASS 111311
#5 OR #57 RIPRAP
WASHED STONE PLAN VIEW
FILTER BERM NCDOT RIPRAP HEADWALL,
#5 OR #57 1' MIN. HEIGHT FROM
WASHED STONE _ . ROAD SHOULDER
\_ cLa,ss °B°
EX. NATURAL-// RIPRAP
GROUND
SECTION VIEW
CONSTRUCTION NOTES
1. THE PLANS REFLECT USING ROCK PIPE INLET PROTECTION AT ALL CULVERTS WHICH ARE NOT
CARRYING A LIVE STREAM.
2. DURING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT EACH LOCATION & DETERMINE IF
ADEQUATE DITCH DEPTH EXISTS TO INSTALL THE ROCK BERM TO THE REQUIRED HEIGHT. IN
LOCATIONS WHERE ADEQUATE DITCH DEPTH DOES NOT EXIST, SUBSTITUTE A ROCK CHECK DAM
(NCDENR STD. 6.83)
ROCK PIPE IN]LET PROTECTION
NCDENR STD 6,55
VEC =ETATIVE PLAN
Seedbed Preparation (SP)
SP -1 Fill slopes 3:1 or steeper to be seeded with a hydraulic seeder
(permanent seedings)
1) Leave the last 4 -6 inches of fill loose and uncompacted,
allowing rocks, roots, large clods and other debris to remain
on the slope.
2) Roughen slope faces by making grooves 2 -3 inches deep,
perpendicular to the slope.
3) Spread lime evenly over slopes at a rate of 4000 lb/acre.
SP -2 Fill slopes 3:1 or steeper (temporary seedings)
1) Leave a loose, uncompacted surface. Remove large clods, rocks,
and debris which might hold netting above the surface.
2) Spread lime and fertilizer evenly at a rate of 4000 lb/acre (lime)
and 1000 lb/acre (5 -10 -10 fertilizer).
3) Incorporate amendments by roughening or grooving soil surface on
the contour.
SP -3 High - maintenance turf
1) Remove rocks and debris that could interfere with tillage and the
production of a uniform seedbed.
2) Apply lime and fertilizer at a rate of 4000 lb/acre (lime) and
1000 Ib /acre (10 -10 -10 fertilizer); spread evenly and incorporate to
a depth of 2 -4" with a farm disk or chisel plow.
3) Loosen the subgrade immediately prior to spreading topsoil by
disking or scarifying to a depth of at least 2 inches.
4) Spread topsoil to a depth of 2 -4 inches and cultipack.
5) Disk or harrow and rake to produce a uniform and well - pulverized
su rFace.
6) Loosen surface just prior to applying seed.
SP -4 Gentle or flat slopes where topsoil is not used
1) Remove rocks and debris.
2) Apply lime and fertilizer at a rate of 4000 la /acre (lime) and
1000 lb/acre (10 -10 -10 fertilizer); spread evenly and incorporate
into the top 6" with a disk, chisel plow, or rotary tiller.
3) Breakup large clods and rake into a loose, uniform seedbed.
4) Rake to loosen surface just prior to applying seed.
Seeding Methods (SM)
SM -1 Fill slopes steeper than 3:1 (permanent seedings)
Use hydraulic seeding equipment to apply seed and fertilizer, a wood
fiber mulch at 45 lb/1,000 sq. ft., and mulch tackifer. (Fertilizer
equivalent of 750 lb/acre (10- 10 -10)
SM -2 Gentle to flat slopes or temporary seedings
1) Broadcast seed at the recommended rate with a cyclone seeder,
drop spreader, or cultipacker seeder.
2) Rake seed into the soil and lightly pack to establish good contact.
70' MIN. 5:1 EXISTING
A PAVEMENT
EX. GROUND
EX. GROUND
VDOT #1 ---J
COARSE AGGREGATE
* MUST EXTEND FULL
WIDTH OF INGRESS AND
EGRESS OPERATION
` + "LGET A'I'IVE PLAN(CONT.
Mulch (MU)
MU -1 Steep slopes (3:1 or greater)
In mid - summer, late fall or winter, apply 4000- 5000lb/acre grain
straw cover with netting and staple to the slope. In spring or early
fall use 45 Ib /1,000 sq. ft. wood fiber in a hydroseeder slurry.
MU -2 High - maintenance vegetation and temporary seedings
Apply 90 lb/1,000 sq. ft. (4000 lb/acre) grain straw and tack with 0.1
gal /sq. yard asphalt (11 gal /1,000 sq. ft.).
MU -3 Grass -lined channels
Install excelsior mat in the channel, extend up the channel banks to
the highest calculated depth of flow, and secure according to
manufacturer's specifications.
On channel shoulders, apply 100 lb/1,000 sq. ft. grain straw and
anchor with 0.1 gal /sq. yard (11 gal /1,000 sq. ft.) asphalt.
Maintenance (MA)
MA -1 Refertilize in late winter or early spring the following year. Mow
as desired.
MA -2 Keep mowed to a height of 2 -4 inches. Fertilize with 40 lb/acre
(1 lb/1,000 sq. ft.) nitrogen in winter and again the following fall.
MA -3 Inspect and repair mulch and lining. Refertilize in late winter of
the following year with 150 Ib /acre 10 -10 -10 (3.5 Ib /1,000 sq. ft.).
Mow regularly to a height of 3 -4 inches.
MA -4 Topdress with 10 -10 -10 fertilizer if growth is not fully adequate.
MA -5 Topdress with 50 lb/acre (1 lb/l,,000 sq. ft.) nitrogen in March. If
cover is needed through the following summer, overseed with 50 lb/
acre Kobe lespedeza.
NOTES:
1. See the Vegetative Plan (Table 1) located in the Project
Sediment and Erosion Specification for the seed type and
application rate.
2. Permanent seeding is required within 30 working days
or 120 calendar days.
FILTER CLOTH 12" MIN.
MOUNTABLE BERM
6" MIN. (OPTIONAL) 3 "MIN.
A
'MIN.
SIDE SIDE ELEVATION
FILTER CLOTH crrTinni n n
JLI.I IVIV fi'fi
70' MIN. – z 61_711
WASHRACK �
(OPTIONAL) o
EX.
101 MIN, PAVEMENT REINFORCED
CONCRETE SECTION B -B
POSITIVE DRAINAGE z
TO SEDIMENT 75
TRAPPING DEVICE o
PLAN VIEW
TEMPORARY GRAVEL CONsTRUCTI0N ENTRANCE /EXIT
NCDENR STD. 6.06
LENGTH x 1 -611 MIN. WIDTH
SILT FENCE CONSTRUCTED
IAI Af'/'f- %DP'\AAI/'C \A //
DRAIN SPACE
N OTE:
SILT FENCE ROCK OUTLETS TO BE
PLACED AT LOW POINTS IN SILT
FENCE OR EVERY 100'.
THE EXACT LOCATIONS SHALL BE
DETERMINED IN THE FIELD BASED
UPON SITE CONDITIONS.
SILT FENCE - EMBED
END IN STONE
W/ FILTER FABRIC - INSTALL
AT LOW POINT
END VIEW
91-611+/- 2' MIN x 1 -6'1
MIN. WIDTH CREST
0
f 2'CREST y
SILT FENCE RC!C'Y_ OUTLET DEVIL
CLASS 1 OR B EROSION
CONTROL STONE - UNDERLAY
W/ FILTER FABRIC - INSTALL
AT LOW POINT
TABLE 1: VEGETATNE PLAN
Spring (Feb. 1
April 15)
summer (April 15
Seeding Mixture
Seedbed
Seeding
Winter (Oct. 25
fan.)
AND EVERY 36' AROUND THE
Area #
Description
Season
Permanent Temporary
]Preparation
Method
NJ[ulc]h
Maintenance
Dotes
M
CENTER, EVERY 36 ",
2, TO JOIN TWO STRIPS,
lb /ac lb /ac
END OF THE NEW MATTING,
OVERLAP THE END OF
THE PREVIOUS ROLL
18" AND STAPLE EVERY
12" JUST
BELOW THE ANCHOR SLOT,
Permanent
Seep slopes
spring or
Tall Fescue 100
FT
8P_1
S1VJ[ IL
MU –1
MA –1
mixture also
1
cc
Fall
Kobe Iespedeza 10
low—Bahiagrass
�
used for
cc
FT
25
I�
maint. areas (4).
maintenance
I�
lye Grain 40
C\)
Overseed winter
plantings of rye
cc
cc
Summer
German Millet 40
with ]Kobe;
SP-2
SNJ[2
lespedeza in
March if grading
MA –5
is not complete
Winter
Rye Grain 120
Fall–
Tall Fescue 200
Spring
Rye Grain 40
SP -4
SCI -2
MU-3
MA -3
Grassed
2
channels with
side slopes 3:1
Tall Fescue 200
Summer
German Millet 10
Tall Fescue 100
Spring or
Kobe Iespedeza 10
For temporary
Fall
Bahiagrass 25
MA -1
seeding Il� Spring
Low—
Rye Grain 40
or ]fall, See #�
3
maintenance
SP -4
SCI -2
MU-2
areas
Tall Fescue 100
Summer
Kobe Iespedeza 10
Bahiagrass 15
Use these specs
German Millet 10
MA -5
for temporary
dIlVerS10nS
Winter
Rye Grain 120
Rye Grain 120
Spring
Treat temporary
Kobe Iespedeza 50
diversion as low–
Aeneas requiring
MA –4
maintenance,
cover for less
summer
permanent (area)
4
than 1 year
German Millet 40
SP-4
sNJ[2
MU-2
Include topsoil
Fall &
Rye Grain 120
MA -5
stockpiles here
Winter
Kobe Iespedeza 50
Spring (Feb. 1
April 15)
summer (April 15
Aug. 20)
Fall (Aug. 20
Oct. 25)
Winter (Oct. 25
fan.)
CLASS 1 OR B
EROSION CONTROL
STONE W/ 4" MIN.
THICK LAYER OF #57 g
STONE ON THE FACE MIN.
FILTER
FABRIC
CD
ROCK CHECK DAM
NCDENR I'I'I). 6.83
S 12" MIN &
�0/0� 24" MAX.
AT CENTER
NOTES:
1. STAPLE MATTING
EVERY 12" ACROSS THE
TOP END
AND EVERY 36' AROUND THE
EDGES AND BOTTOV.
WHERE 2 STRIPS OF
NET ARE LAID SIDE BY
SIDE, THE
ADJACENT EDGES SHOULD BE
OVERLAPPED 3" AND
STAPLED TOGETHER
EACH STRIP OF NETTING
SHOULD
ALSO BE STAPLED DOWN THE
CENTER, EVERY 36 ",
2, TO JOIN TWO STRIPS,
CUT A TRENCH TO ANCHOR THE
END OF THE NEW MATTING,
OVERLAP THE END OF
THE PREVIOUS ROLL
18" AND STAPLE EVERY
12" JUST
BELOW THE ANCHOR SLOT,
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
= DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
I_I _ 1= ANCHOR NETTING IN A 12 TRENCH.
III ,I 12 -INCH
OVERLAP JOIN STRIPS BY ANCHORING
AND OVERLAPPING
NETTING & MATTING INSTALLATION DETAIL
NCDENR STD. G.14
8' MAx. W/ WIRE FENCE
6' MAX. W/0 WIRE FENCE
NOTE: SILT FENCE SHALL
BE INSTALLED OUTSIDE
OF THE "PROJECTED
STORVWATER FLOW" PATH,
AS THE FENCE IS TO BE
USED TO CONTROL
SEDIMENTATION & NOT
WATER VELOCITY.
F'1
COMPACTED FILL
BACKFILL MIN 811
THICK LAYER OF GRAVEL
14'1
FILTER
FABRIC
STEED POST (TYP.)
II 1I— IIIIIIIII=
V- TRENCH = � — III -
EXTENSION OF FABRIC AND WIRE
INTO THE TRENCH
FILTER FABRIC
i
—_ — ICI —III
–WIRE
W rF1 :1 W rF1I t - I
............
dF
s"
_ 411 l
SILT FENCE
NCDENR ;STD. 6.62
NMI
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