SWA000119_Plansheet - Other_20210927

N�
M O
CONSTRUCTION DRAWINGS
LEGEND
- - - PR.
RIGHT OF WAY
---------- PR.
LOT LINE/PARCEL LINE
- - PR.
EASEMENT
PR.
BUILDING
PR.
CURB & GUTTER
PR.
RETAINING WALL
- PR.
ROAD CENTER LINE
PR.
HEAVY DUTY PAVEMENT
PR.
LIGHT DUTY PAVEMENT
PR. HANDICAP PARKING
PR.
HANDICAP RAMP
O
PR.
LOT NUMBER
®
PR.
PARKING SPACE COUNT
RI5'
PR.
CURB RADIUS
LOD LOD
PR. LIMIT OF DISTURBANCE
LOD -TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200
PR. 5' CONTOUR
-----202--
EX. 1' CONTOUR
-200-
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
--- ---
EX. RIGHT-OF-WAY
- -
EX. ADJACENT PROPERTY LINE
---------------
EX. EASEMENT
EX. 1 % ANNUAL CHANCE FLOODPLAIN
NW- N.^.
EX. NON -TIDAL WETLAND
Se Se
EX. STREAM BUFFER
- - - - - -
EX. BUILDING
EX. CURB
- - - - - - - -
EX. PAVEMENT/EDGE OF GUTTER
------------------- -
EX. WALK
- . . . - . . . -
EX. STREAM/POND
EX. TREELINE
EX. TREE
-SD
SD-
EX. STORM DRAIN
SAN
SAN
EX. SANITARY LINE
-w
w
EX. WATERLINE
- G
G
EX. GAS LINE
UCE
UCE
EX. UNDERGROUND ELECTRIC
OHE
OHE-
EX. OVERHEAD ELECTRIC
b
EX. FIRE HYDRANT
EX. WATER VALVE
0
EX. WATER METER
EX. POWER POLE
EX. LIGHT POLE
GENERAL NOTES
1. CONSTRUCTION OF THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ALL WORK SHALL BE
PERFORMED IN ACCORDANCE WITH THE NORTH CAROLINA OCCUPATIONAL SAFETY LAWS. ALL MATERIAL USED ON THIS
PROJECT SHALL BE APPROVED BY THE COUNTY.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES BY CONTACTING NC811 (1-800-632-4949)
72 HOURS PRIOR TO THE START OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFERENCE AND
MAINTAIN THE LOCATION MARKINGS DURING THE CONSTRUCTION OF THE PROJECT. IN THE EVENT THAT A UTILITY
LOCATION NEEDS TO BE RE-ESTABLISHED, THE COST TO PROVIDE THIS SHALL BE BORNE BY THE CONTRACTOR.
3. EXISTING UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR AND THE COMPLETENESS OR ACCURACY
OF THE SAME IS NOT GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE LOCATION AND ELEVATION OF THE
EXISTING UTILITIES BEFORE TRENCH EXCAVATION BEGINS. THEY SHALL PROTECT SERVICE CONNECTIONS AND MAINTAIN
THEIR UNINTERRUPTED SERVICE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED IMMEDIATELY. THE
COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR.
4. ALL STAKING, RESTAKING, AND CUTSHEETS SHALL BE PERFORMED BY A REGISTERED LAND SURVEYOR OR
PROFESSIONAL ENGINEER AT THE CONTRACTOR'S EXPENSE, INCLUDING SERVICE CONNECTIONS.
SITE NOTES
1. BOUNDARY SURVEY PERFORMED BY ENOCH ENGINEERS, PA DATED 4-5-2021.
2. PRELIMINARY WETLANDS EVALUATION WAS PERFORMED BY WETLAND SOLUTIONS, LLC.
3. PROPOSED LOTS - 173 SINGLE FAMILY LOTS.
4. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN)
PER FEMA MAP 3720026000J EFFECTIVE JANUARY 5, 2006.
5. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS.
6. NO CHURCHES, SCHOOLS OR COMMERCIAL USE AREAS PROPOSED ON THIS SITE.
7. ALL OPEN SPACE AREAS WILL BE MAINTAINED BY THE HOA.
FOR
DUNCAN v S CREEK
OLD US 421
LILLINGTON, NORTH CAROLINA
I I I I I
I I I I I
OLD US-421 (SR 1291)
I
__TT -- -
L --
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STREET A
---► -L_I_ I - w
of
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- STREET
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----- ---- q
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- MCDA p ROAD lSR 12291
OUO
KEY MAP
SCALE: 1 " = 500'
SCALE 1 " = 500'
PROJECT TEAM
DEVELOPER:
R&R DEVELOPMENT GROUP OF NC, LLC
1092 CLASSIC ROAD
APEX, NC 27539
ATTN: ROB BAILEY (919)-446-6865
LAND PLANNERS,
MORRIS & RITCHIE ASSOCIATES, INC.
CIVIL ENGINEER:
5605 CHAPEL HILL ROAD, SUITE 112
RALEIGH, NC 27607
ATTN: MR. JEREMY KEENY, PE, PLS
SURVEYOR:
ENOCH ENGINEERS, PA.
1403 NC HIGHWAY 50 SOUTH
BENSON, NC 27504
ENVIRON.
WETLAND SOLUTIONS, LLC
CONSULTANT:
DUNN, NC 28334
CONTACT: ADAM CARTER
SITE DATA
OWNER
CLYDE PATTERSON
4271 LEAFLET CHURCH ROAD
BROADWAY NC 27505
DEVELOPER
R&R DEVELOPMENT GROUP OF NC,LLC
1611 JONES FRANKLIN ROAD, STE 101
RALEIGH, NC 27606
PIN
0630-23-0332
DEED BOOK/PAGE/MAP
1420 614 2006-1026
ZONING
RA-30
MIN. LOT SIZE
25,000 SF
LAND USE
RESIDENTIAL
LAND USE CLASSIFICATION
AGRICULTURAL
SITE AREA
213.30 ACRES
TOTAL DISTURBED AREA
30.83 ACRES
PROPOSED DENSITY
173 SINGLE-FAMILY RESIDENTIAL LOTS
SETBACKS
FRONT: 35'
SIDE: 10'
REAR: 25'
CORNER: 20'
WATERSHED PROTECTION
NONE
RIVER BASIN
CAPE FEAR RIVER
IMPERVIOUS AREA
EXISTING: 0 SF (0.00%)
PROPOSED: 2,214,604 SF (23.8%)
MAX IMPERVIOUS AREA
PER LOT
11,200 SF/LOT
STREET
DATA
STREET A
3,780
LF
STREET B
5,700
LF
STREET C
900
LF
STREET D
320
LF
STREET E
1,030
LF
STREET F
1,575
LF
VICINITY MAP
SCALE: 1 "=2000'
INDEX OF DRAWINGS
SHEET
C0.0
COVER SHEET
SHEET
CO.1
EXISTING CONDITIONS PLAN
SHEET
C1.0
OVERALL SITE PLAN
SHEET
C1.1
SITE PLAN
SHEET
C1.2
SITE PLAN
SHEET
C1.3
SITE PLAN
SHEET
C2.1
UTILITY & LIGHTING PLAN
SHEET
C2.2
UTILITY & LIGHTING PLAN
SHEET
C2.3
UTILITY & LIGHTING PLAN
SHEET
C3.1
STAGE 1 ESC PLAN
SHEET
C3.2
STAGE 1 ESC PLAN
SHEET
C3.3
STAGE 1 ESC PLAN
SHEET
C3.4
STAGE 2 ESC PLAN
SHEET
C3.5
STAGE 2 ESC PLAN
SHEET
C3.6
STAGE 2 ESC PLAN
SHEET
C4.1
GRADING & DRAINAGE PLAN
SHEET
C4.2
GRADING & DRAINAGE PLAN
SHEET
C4.3
GRADING & DRAINAGE PLAN
SHEET
C6.1
ROADWAY PLAN & PROFILE
SHEET
C6.2
ROADWAY PLAN & PROFILE
SHEET
C6.3
ROADWAY PLAN & PROFILE
SHEET
C6.4
ROADWAY PLAN & PROFILE
SHEET
C6.5
ROADWAY PLAN & PROFILE
SHEET
C6.6
ROADWAY PLAN & PROFILE
SHEET
C6.7
ROADWAY PLAN & PROFILE
SHEET
C6.8
ROADWAY PLAN & PROFILE
SHEET
C6.9
ROADWAY PLAN & PROFILE
SHEET
C6.10
ROADWAY PLAN & PROFILE
SHEET
C6.11
ROADWAY PLAN & PROFILE
SHEET
C6.12
ROADWAY PLAN & PROFILE
SHEET
C6.13
SIGHT DISTANCE PLAN & PROFILE
SHEET
C6.14
SIGHT DISTANCE PLAN & PROFILE
SHEET
C7.0
ROAD WIDENING & MARKING PLAN
SHEET
C7.1
ROAD WIDENING SECTIONS
SHEET
C7.2
ROAD WIDENING SECTIONS
SHEET
C7.3
ROAD WIDENING SECTIONS
SHEET
C7.4
ROAD WIDENING SECTIONS
SHEET
D1.0
SITE DETAILS
SHEET
D2.0
UTILITY DETAILS
SHEET
D2.1
UTILITY DETAILS
SHEET
D3.0
EROSION CONTROL DETAILS
SHEET
D3.1
EROSION CONTROL DETAILS

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1 \ IIII\\/ \\\I \IItl,0%i\t\ \ - \ - -------===----/_, , P.LN. 0630 04 5880.000 : P.LN. 0630 04 6333.000 P.LN. 0630 03 7814.000 •___ tom. 1 , 1 I I , ,, / ,„ \ \ \�\ \ ` / • , #
I .I t I \ \\\\ \\\ IIII \11\ \,\\\�\ \ \ PAMELA S. BROWN\- . ---_ _ _ / L-' - �---_DEED BOOK 3777, PAGE 768 I I 1 III I t `\ / / i // / I \ \ \ \ \ ' / / - '''%''i MAP 9E
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SITE NOTES
1. HORIZONTAL DATUM IS BASED UPON THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM NAD83 NSRS 2011. VERTICAL DATUM IS BASED UPON NAVD
88.
2. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET,
UNLESS NOTED OTHERWISE.
3.SURVEY DATA SHOWN ON PLAN BASED ON BOUNDARY SURVEY PERFORMED BY
ENOCH ENGINEERS, PA DATED APRIL 5, 2021 AND GIS DATA.
4. WETLANDS AND STREAM SHOWN WERE DELINEATED BY WETLAND SOLUTIONS, LLC.
5. THE PARCEL IS LOCATED IN LILLINGTON IN HARNETT COUNTY, NC.
6. THE SITE IS LOCATED WITHIN THE CAPE FEAR RIVER BASIN.
7. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2%
ANNUAL CHANCE FLOODPLAIN) PER FEMA MAP 3720026000J EFFECTIVE JANUARY 5, 2006.
SITE DATA
OWNER
CLYDE PATTERSON
4271 LEAFLET CHURCH ROAD
BROADWAY, NC 27505
DEVELOPER
R&R DEVELOPMENT GROUP OF NC,LLC
1611 JONES FRANKLIN ROAD, STE 101
RALEIGH, NC 27606
PIN
0630-23-0332
DEED BOOK PAGE MAP
1420 614 2006-1026
ZONING
RA-30
MIN. LOT SIZE
25,000 SF
LAND USE
RESIDENTIAL
LAND USE CLASSIFICATION
AGRICULTURAL
SITE AREA
213.30 ACRES
TOTAL DISTURBED AREA
30.83 ACRES
PROPOSED DENSITY
173 SINGLE-FAMILY RESIDENTIAL LOTS
SETBACKS
FRONT: 35'
SIDE: 1 O'
REAR: 25'
CORNER: 20'
WATERSHED PROTECTION
NONE
RIVER BASIN
CAPE FEAR RIVER
IMPERVIOUS AREA
EXISTING: 0 SF (0.00%)
PROPOSED: 2,214,604 SF (23.8%)
PROPERTY LINE TABLE
LINE
BEARING
DISTANCE
L-1
N 87' 44' 59" E
185.62'
L-2
N 05' 26' 04" E
5.00'
L-3
S 84' 39' 10" E
93.59'
L-4
S 84' 42' 29" E
319.26'
L-5
S 84' 42' 08" E
306.38'
L-6
S 84' 39' 55" E
303.28'
L-7
S 85' 33' 21 " E
183.09'
L-8
S 88' 44' 55" E
143.13'
L-9
N 86' 51' 35" E
149.66'
L-10
N 85' 06' 22" E
45.85'
L-11
S 56' 37' 18" E
64.05'
L-12
S 14' 31' 30" W
108.10'
L-13
S 30' 41 ' 15" E
163.97'
L-14
S 25' 31' 34" W
187.74'
L-15
S 49' 31' 22" E
116.91'
L-16
S 49' 24' 58" W
100.68'
L-17
S 53' 48' 52" W
66.18'
L-18
S 59' 23' 30" W
60.77'
L-19
S 66' 12' 21" W
68.05'
L-20
S 72' 05' 30" W
59.48'
L-21
S 76' 16' 09" W
52.09'
L-22
S 79' 18' 17" W
165.38'
ADJACENT PROPERTY DATA
#
OWNER
PIN
DB/PG
MAP
1
HORTON TOMMY RAY
0630-25-7880
3214/0746
2013-279
2
RIVERA THERESA
0630-25-7687
3939/0626
2006-1122
3
WGH NORTH CAROLINA LLC
0630-25-7584
3456/0235
2006-1122
4
MOESNER HELAINE
0630-25-7471
2606/0117
2006-1122
5
STENS ROBERT CHARLES II & STENS LAUREN
BROOKE
0630-25-7279
3727/0024
2013-279
6
HISE RONNIE LEE & HISE ARNNETTE MARIE
0630-25-7176
3548/0487
2013-279
7
GODFREY JOSHUA LEE & COCKERHAM DAWN
BROOKE
0630-25-7064
3868/0093
2013-279
8
FRINK TITO & FRINK JENNIFER
0630-24-7961
3749/0996
2013-279
9
MIZE JOSHUA LEE
0630-24-7759
3245/0705
2013-279
10
GREATHOUSE WILLIAM TODD
0630-24-7656
3415/0208
2016-2
11
SCHMITTING KYLE THOMAS
0630-24-7554
3402/0586
2016-2
12
COON BONNI
0630-24-7442
3315/0368
2013-279
13
MOORE MITCHELL D & MOORE BROOKS H
0630-24-7238
3755/0981
2013-279
14
DURAZO PAUL SHANE &PRICE AMANDA
0630-23-7936
3314/0816
2013-392
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FI.I.N. 0650-10-1224.000
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SITE
DATA
OWNER
CLYDE PATTERSON
4271 LEAFLET CHURCH ROAD
BROADWAY NC 27505
DEVELOPER
R&R DEVELOPMENT GROUP OF NC,LLC
1611 JONES FRANKLIN ROAD, STE 101
RALEIGH, NC 27606
PIN
0630-23-0332
DEED BOOK/PAGE/MAP
1420 614 2006-1026
ZONING
RA-30
MIN. LOT SIZE
25,000 SF
LAND USE
RESIDENTIAL
LAND USE CLASSIFICATION
AGRICULTURAL
SITE AREA
213.30 ACRES
TOTAL DISTURBED AREA
30.83 ACRES
PROPOSED DENSITY
173 SINGLE-FAMILY RESIDENTIAL LOTS
SETBACKS
FRONT: 35'
SIDE: 10'
REAR: 25'
CORNER: 20'
WATERSHED PROTECTION
NONE
RIVER BASIN
CAPE FEAR RIVER
IMPERVIOUS AREA
EXISTING: 0 SF (0.00%)
X 40
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9
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CARINA JANE BIBBENS
P.I.N. 0630-30- 2987.000
N 550 10' 47" E _ _ DEED BOOK 2122, PAGE 525
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1
20'
PAVEIMENT
I
0.02
2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
RESIDENTIAL LOCAL ROAD
CROSS SECTION DETAIL
WITH 50' R�W
wS
6' 5'
SHOULDER DITCH
0.08 DI TCH
�0.5'
NOTE: SHOULDER WIDTH BETWEEN 4' AND 6' SHALL BE APPROVED
BY THE DISTRICT ENGINEER CONSIDERING ADJACENT LAND
CHARACTERISTICS.
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
J 1 ul. VI\ nuV
8'
SHOULDER
_ 0.02
0.08
I
50'
RIGHT OF WAY
1
20'
PAVEIMENT
I
w
2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
RESIDENTIAL COLLECTOR ROAD
CROSS SECTION DETAIL
WITH 50' RZW
NTS
6' 6'
SHOULDER DITCH
0.08 D/ TCH
�0.5'
NOTE: SHOULDER WIDTH BETWEEN 4' AND 6' SHALL BE APPROVED
BY THE DISTRICT ENGINEER CONSIDERING ADJACENT LAND
CHARACTERISTICS.
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
n
J 1✓l/ VI\ PI UV
PROPERTY LINE TABLE
LINE
BEARING
015TANCE
L-I
5 84° 3q' 10" E
2TI.56'
L-2
5 84° 42' 2q" E
31q.26'
L-3
5 84° 42' OS" E
306.36'
L-4
5 84° 3q' 55" E
2-15.46'
L-5
5 850 26 17" E
28.03'
L-6
5 -Iq° 37' 44" E
12q.56
L-"I
5 85o 33' 21" E
55.68'
L-6
5 88° 44' 55" E
12.71'
L-q
N 010 28' 41" E
13.00'
L-10
5 bbo 44' 55" E
85.42'
L-11
5 88° 44' 55" E
4-7.30'
L-12
N 860 51' 35" E
15127'
L-13
N 85° 0622" E
42.58'
L-14
5 56° 3-7' 15" E
64.05'
L-15
5 14° 31' 30" W
105.10'
L-I6
5 30° 41' 15" E
163A-1'
L-1-1
5 250 31' 34" W
lb-114'
L-IS
5 4q° 31' 22" E
86.54'
L-Iq
5 4q0 24' 58" W
g4.61'
L-20
5 530 48' 52" W
63.5-11
L-21
5 5q° 23' 30" W
5'I.52'
L-22
5 bb° 12' 21" W
64.72'
L-23
5 -!2° 05' 30" W
56.&4'
L-24
5 -160 I6Oq" VW
5020'
L-25
5 -Iq° 52' 3-I" W
I6b.-I6'
SITE NOTES
1. BOUNDARY SURVEY PERFORMED BY ENOCH ENGINEERS, PA DATED 4-5-2021.
2. PRELIMINARY WETLANDS EVALUATION WAS PERFORMED BY WETLAND SOLUTIONS, LLC.
3. PROPOSED LOTS - 173 SINGLE FAMILY LOTS.
4. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN)
PER FEMA MAP 3720026000J EFFECTIVE JANUARY 5, 2006.
5. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS.
6. NO CHURCHES, SCHOOLS OR COMMERCIAL USE AREAS PROPOSED ON THIS SITE.
7. ALL OPEN SPACE AREAS WILL BE MAINTAINED BY THE HOA.
200 0 200
SCALE 1 " = 200'
400 600

0
0
N
d
7
N
M �
CD
-�- �� -- I Q I I I
1OLD 421 SR 1 I
� 291) I
CD
- - - •.................. - - - _ - _ - 3LL -w_ - 60_ PUBLIC R/yy 30'x30' SIGN
EX. 8" WATER LINE EASEMENT (TYP.)
-- _ —-w�W—� - _ _ _ _ (APPROX. LOCATION) 10'x70' 516HT
------ _ _
30.0' STREE fSGAP1= Sl1PP1=R ------------------------------- - _ 1� - - �� DISTANCE (TYP)
EX BLDG I ---------------------------------------------
— J-------- •• I ~ ~ _ _ _•�
---- �• 5.54'
3q.b8'----------
----------------
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j CD
L -- __ I� I---2soo--�-JI I I I
;----_-----------I I-------c�------
r -25G.oG----� I -I r_-- - - - - -I
o°.
PR. 20.0' DRAINAGE O i I 172 O O I
OPEN SPACE EASEMENT(TYP)
_ _ _ _ _ _ - C)
N::� N.". NW � I J
12.37 AG — -- — _ J- - I _ L - - -0 00` - - -
_ _ _ _ - _ _ _ _ _ _ _ _ _ _ __ _ ---
EX. WETLANDS O — T-� r r - - - - - - - - J
_ _/' - - _ r�W i I 171 I q w—�
-
_ _ _ _ _ 'I— _ o I O O
102g0o� L - - -__- - - - - J I O I-r—
_� / 1 125.00 - �50.00 102• _ r I I � - - - 24q.%' - - — - - �o u) r - - - 25O 04- - -- - - I
EX. BLD] c� - - -� ��0 i ' I—� I , 1
L1- EX. WETLANDS / ,^— /� I '
I��,y�D 5a_3q' III I cs� co I I III g' I 170 / / -st-
- 11 I- i 225.32_'---J ----- J I r-
•
EX. BLDG
--- - - - -
/� /`--- 2F3(s.8a'-- -�
Ell
p// 37 \ 64 /I 1 1 I I I I I I I 16q / / �"�/ / 1 Li
co
PR.20.0DRAINA6E I I III II I1 I ---------- J
/ EASEMENT (1YP) � [I
164 i i- - i - i I i I I / �� /- - - - - -329.05 _ — - - —i
��
PR. 20 PAVING J j
I6 x20 MAIL - -
i Hca J ' 25x25' SIGHT
N < 163`\ KIOSK (TYP.) DISTANCE (TYP.)
_14.6q CDI j 1
55.76' 47.73 125.00' I L —
,' - STREET 125.00' 1165.00' 35.Oq'
\30 07' _ 120.53' - - /14.6cl �o - - - - - - - - - - - - -
/�c • ��a1, �- 6 a • _ 120.53' 100.53' , �. - - — - - —-3Gq.�2' -
I T 66.14_ 35.06' � \�'f 03 � \ ♦ A: � - - - _- — - - —�
162 \ 5' \ _ ' _ - ' _ - - _ ' SHELTER (TYP) i I -- - -
7�-� �,La�i
\ < 124 v i i � 123 I ' i 122 i ' J1 121 I � L_ ` �—_--------=J_J I —�
�, o• , I ,�' I I , p�I Icy I t--- ------
126 I\\'IvwiLU
I'� 0ii I;Q I; _ -242L2- 4-_�--�c)-I N
o � b
--
I O\� I 11 i w I i I 1 1 10 51DE SETBACK i o
161 / � \ ` I I I� I I I 1 (TYP.) Ln __L - - - - - J
I ��� I �� - - -� ; gym- _ NJ I III I I - - - - - I� co —_-_-_ ------I I
° 127 ��� -- �L---- ��----I;L---Jh --_------o-----�_—J� I I r---2a9o--
_ _ ----J------ ° r ° I
L - - - 256.05_--_--J - I ( ��` � g1.15--cK77' T-�__ - - -1
120.53' 120.53
I Q - - - 75.40/ 101.14'
Oi O L------- J - �• I I I-L==_-250001 ____-4 II \\\\ 'El I L - - ° I I---------------
r 1 I - 250.00, - - - J I r EX. BLDG
,-------------
E:E
I�160 I ' O I // / I �I I ai O I
o oI - ' 133 �'� ' 1 �I I I -- L _ I
L - --250-00=_-_-_ /' < 135 I mI I ------- - J - -
61.5/'
-
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J I to p 1
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I I �I ---_ I t__ I i O I �19p I- - - -23q.1 - - J_ I I17 I I I _p I 11 I IX. BLDG
--256 00' - - - 1 O _ J I 132 O o �� / ' I 1 I N
lo I I _L=__-250:00L--_� I 0/ ry�03 / 136 1I I 1 -L=--------- J
15q El
r
L - - --_—� - -°0 130 II �o I / !��\ �\ I I I I of 12 I I I---1
I i LEX. BLDG
- - - - J I I // / 137 ' ' L---- 256.00_--_--- I L -
15a ---------1 I r---250�0------
II O 10 -� r � I I� / 1 ° I p
L - - - 256.00_- - - —� - —I I O I 131 I ' a��,�� 1 �i I _0 C)-
------_---- ---I I O _�� / / 138 �� �\ n L_--- 256.00'--- J I I J
25'x25' 516HT I- - - - — �q Obi �� \ 0 / ��`\� / m� r - - - - - - - — -� �-- L--------- i EX. BLDG1
I DISTANCE (TYP) .5.11'-
146.77' i pro', N I - 1
o ST1ZET G o 0 14 1
\ _
�/ / / I I-------------- 13q L _ 1 - -
OPEN5PAGE 0�� // I 1 r------------- J
o EE
I 2.5q AG �ry I I r - - - 250�0 - - - r — —
1O I I / O r EX. BLDG
--- _---- oI I / , / / oI I 114 to of I - I--j
— - - _ _ _ do-- - I / �� I �-- L- — - - 250.00_ I L _ 1
PR. 20.0' DRAINAGE I I I s r I I o ' - / 1;
r - - - -1 - -
EASEMENT (TYP) i I 156 I =a O ��pp
I I I I p 141 I 'O / ry� r I O I -25 0- - -
I El
4 p1 I
L--?50.00' —_ - I L---- ---_—_ I / / / I 10 1 Of
16 1 I L—I
r - - - - - - - I-- — _ 25p.0O'- - - -� \ `��� III I r—L-----------J I L - 1
O I I �\ �/ /./ `b���� ------ - - -
--J
I O_ :1. 142 i N ,\
60 -�c6il p /
Q C)l
I---- A ------_
_ — o
E:l
-0,
N\ \EE
ID o - -STREET D - � 7
— — ------- 154 \ - , / PR. 20.0' DRAINAGE m ,y� 0 3 173.6b'
27t:2�_=_ __ _ - EASEMENT (TYP) / ��8' 3 f k� 25'x25' SIGHT O la
3q.27' O O 1 PR. 20.0' DRAINAGE
/� � i I / / DISTANCE (TYP) - - - � -
' I 1
L - 1 I EASEMENT (TYP)
019
Ioa Io°O I---- _25000- -
IoLl
I ry
✓ 153 , b O � _ I r 0 I
1 I_ I
EX. WETLANDS , \ \ pp i o I L - - -
152
-I �)j L - - - - - - - -
E:l
M,4TGHL I NE (SEE SHEET 4)
100 0 100 200
SCALE 1 " = 100'
300

0
J
7
Ln
N
M �
MATGHL I NE (SEE SHEET 5)
LI_
✓ /2 / '�� Ah, �$ \ - 1�93$� \ \ < \ / l l i i— _ _ _= 256.00_-- _ _-J - -
\146
25'x25' SIGHT , �pR 20.0' DRAINAGE
_ _ m /> ' D15TANGE (TYP) 14.69 I I
PHASE LINE �.\�� l/2oo N, I EASEMENT (TYP) I —
_
� _ — � \ 150 � i � ` �' � lO,g\ /344� _ � gq'f2' Q\\ \ 22 I
x \ / / oo 153.66' J
PHASE LINE
7$/ 6 / / I I- PHASE I - - . _ _ • - - -" s o fi -
3g \ / / I L" PHASE 2
I47 - I I o3
\ a �
L------- - - - - -� \ o\ J-�►
\ q3
elf
too 00 -
PR. 20.0' DRAINAGE I \ �� / �� / �� / l i -� r - - - -� �- - - -�
i
- y EASEMENT (TYP) I \. p,a.o a \ //�� r
1 I =—z F`_ -- 50. Vj/
m
I 14.0 101:
1 7.03'�0
ql
.18'
L _ L III III I I '3q.27' \ I
.I ` \ �/'�/ ♦ \ �\ i J L J i L D 5 ANGE (TYP) 2a I
147.85'
SIOO.00- + - L - - ---3L
100.00 100.000.47 143.8 Q �0 3Ai3q.2 r
�q _
217.54' 0) 7I5
-
/ I
25'x25' 516HT
D15TANGE (TYP) I Om
ly Sq I- I m ' I 61 o\
o I 62 � I p _ _ \- � •� 2q I
El
Inv I i
�� �_—=227.54'- 0 _j
I I
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1
IIZy
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IIIy y y� y y y y y y y y
I�
EX. WETLANDS }
Illy
y y y y y y ply y y y
\ I I J N -0 I
_ 22-7.54' _ _�`
-- - - - - -J I of 64 ' I �` 5qrla- r
58
j - - I
32 I
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0 / - bib
85 I I4,
�;t I - I II- cell �_=-_�; _ _ _ L__�_ 0 33 I 1
I \� �►\ \�'� - - I1 01 �_ _-- 266.06 III I NI 34 II
o p I
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bcl
- - - - - - 2�a; �� I I N I 35 I
EX. WETLANDS
ti 1 pl 11 rto
2� OPEN 5PAGE 1 OI 1 _
5q.Oq AG 1 01 -L -/ I �135� _ - - 1 0
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100 0 100 200
MATGHLNE (SEE SHEET 5)
300
M
SCALE 1 " = 100'

0
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MATGHLINE (SEE SHEET 4)
o 81 I IL L I O-_—__ _ I
O _ _ I
L _ _ _ I NI
O 5o25L1-6�0L----
EX. WETLANDS 258.00
II 80
_ 21.03' � — — —
226-44- EX. WETLANDS 3 t`RO T13®
42
, C-3,
o I I I EX. WETLANDS
PR. 20.O' DRAINAGE I 56.5q
R� \ EASEMENT (TYP) I m I
-----
I 125
DD�' I
LL
-
EX. WETLANDS
/ N= �W_ - W_milW .. - - - - -
/
/
/
— — I
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d I I 0.45 AG
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OPEN 5PAGE
bb9 AG
__— 15.15
VAR. WIDTH 516HT
DISTANGE EASEMENT
EX. BLDG
%i
N
100
0 100
SCALE 1 " = 100'
200 300

/
1
I
I
I
I
I
I
/
MATGHLINE (SEE SHEET 4)
----------------------
------------ ----- -
------- --
I GONNEGT TO EX. /---------------
8" WATER LINE -
_-335— :x _ —
1------ —__ '-- _-------------- - �-----
16.00' (RT) 8" x6
UPPED TO NW END; f----------
?RANT 25.00' (RT)—
i FE:
/
QjD
`+--------------------
I
------------
EX. BL
I
BLDG --''
1y EX. BLDG---"
15
295
�—GL INTERSECTION
STREET B 5TA 12+30.4-f
5TREET D 5TA 0+10.00 \
1 / /
7 j /
20
-'
cV
100 0 100 200
SCALE 1 " = 100'
300

MATGHLINE (SEE SHEET 3)
'\ \ i 65- \\ \\ \\ \\ � � GL RD. STA. 2q+10.11 ® 16.00' (RT) 8"xb" ---- ' ' -`- - ) i i 1 ' i I / 1 I i I 1 145 ' / i / / i / " ' i { I 1 \�, \\ r I -( i I i � ' �-1t-r-/_ 1�L�-,L�`;- -'�, _�'__� I , ,/ % / i i I \ \ \ \ \ \ `\ l `\
\ \ \ \ ' 1 1 r 2 \ I \ \ \ \ \ $0 l / / l I I I , I I / / / / I / 1 1 \\ / 1 / 1 I 1 / / / / / 1 1 V \ ` \ \ , \ \%
\ \ \ \ I \ , \ \ \ \ ` TEE we VALVE STRAPPED TO NW END; _ ` , * , / / / / III , 1 , / , 1 / S ' / 1 1 GL RD. STA. I b+35.66 ®I6.00 (RT) 8 X6 1 1 I 1 ' / ' / , / 1 \ `\ \ \ \ I `\
\ \ \ I \ \ \ \ \ \ \ \ L. ,_i --' I , / , , It , l I I 1 , ' I I 1 , j l I , , 1 1 I 1 II 1 I I 1 I / / / _ -' �' �� . . ♦ I , \ \ / - \
/ I I , TEE W/b VALVE STRAPPED TO NW END / / / / 1 1 \ \ \ \ - \
\ � �, � 1 � 1 I � \ � \ \ � AND FIRE HYDRANT 25.00 (RT) __ i /'SI / i i ' ' I I i I i ' ( i ' r i ; %' � �. - \ \ \ \ \ I / I l I I I 1 / I I I 1 1 / . . . , \
\ O \ I \ 1 \ \ \ \ \ -- / , / 1 I I I I I I I 1 I ' 1 I ' 1 ; I I 1 1 , I , 1 1 I I / ' / . \ \I \ \ \ \ 1 / \`\
I \ \ \ \ I ( I \ , \ , , ` ` - - �%� , , 1 I I I I 1 , I , ' 1 I ' I 146 I AND FIRE HYDRANT 25.00 (RT) -I } I ' , ' 1 I I 1 21 l 1 1 \ 1/ I- ---
� \ \ \ \ , I , \
\ \ \ \ 1 1 `\ \ \ \ \ 275- 151 -------- -- -� ----i �� . I I 1 I 1 I I ' I I I \ 1 I , \ 1 \ \ ` \ , l / - ��- 1 I 1 I I ' 1 \
I I I I \ I 1 ` \ ' \ \ ` ` --- \ - I 1 , I I 1, , 1 , , \ \\ I I \ \ \ \ \ \ \ ` / - I I /
\ I \ , \ , , / \ \ \ \ , `\�------------------ - 1 ' "l 1 I I ' / I I ' \ \ `\ 1 ' ' \ \ \ ` \ `\ `\ \ `\ ` `\ / / 1 1 I I ' 1 ' I - `,
I ' I j I 1 I I \ \ \. \ \ \ \ `\ 2 -- m , \ 1 , ; I i 1 1 I \I% ` \`, ` 1 ; \ `\ \\ \`\ \ \`\ / / -
I I \-------------- �_ ------ - - \ \ 1 I I * `�` i -/ I `\ \ ` \ \ \ ` \\ `\ �`� ` I \ \\\ 1 1 1 - '/ - / ♦ i /I 1 I I 1 I I j `\\ \
I 1 1 \ \ , \ \ -- -- - 1 \ I I I I , I , \ \ \
I 1 I I , I I I \ \ \ \ \ `\---------------- _ ---- _ _ / \ \ \\ \ 1 , I I , I 1 , \% I \ \`� -� _`�. `� `\ \ \ / ' _ ♦ ' / 1 1
I 1 \ \ \ \ r --__ \ \ ! n 1 U 1 \ 1 I \ \ ` IO5 1 \ \` \ \ \ I I , / /_ i / / I I , 1 I
I ' I ' I I I \ \ \ \\ 7C'-- -' \ \ \ \ \ , I , 1 \\ \ I T \ `\ `\ `\ l 1 ---- -_'' % I I 1 , \-`\
I 1 1 I \ \ \ -- \ \ \ \ \ \%% I \ \ ` 1 GL INTERSECTION \ \ \ \ \ \ \ \ \ \ ( - 1 I I 1 \
' I I 1 I I 1 1 ` ` \ , `-_ ------ --- \ --- \ \ \ \ \ \ \ \ \ I \ \ 1 \ \ \ `\ \\ -, ,` ,\ , . . , `\ \ `\ \ \ \ \ ` \ l r'' - __- --- / I 1 1 I / / ^.
1 1 I I , I 1 I I \ \ - _ _ ` \ \ ` \ \ \ \ \ \ \ \ I \ \ 1 , 1 \ STREET A STA 37+88.55 �. \ \ \ `� \\ `\ `�\ `� \� \ \\ `\ ` \ ` \ \ ` ' -_-- / / , ' I , / `--
\ \ \ 1 \ \ \ \ \ _ _ _ /
I I 1 1 I \ \ ---- ----- - \ \ \ \ \ I I \ STREET B STA 16+78.85 \ \ \ \ , \ \ \ \ \ \ \ \ \ ` \ \ \ I /'�� _ , / I , ,
1 I \ \ \ �___ \ \ \ \ , 1 1 1 1
I l I I 111 I 1 1 / / , \ \ ��` - -�. - , - �,, - ` %\ 7 \ \\ \\` \ 1 j 1 I , \ \ • \ ,L=156.`F� 1 \ \ \ ` `\ \ ' I ' '- , j '
\ 1 I - \ \ , `. ` \ \ \ 1 \ 150 1 1 \ - \ \ \% \ _--_----'-- '---- / / /
\ I I 2 / \ \ \ \ 1 1 1 \ a \ , / / /
x V
\ \ 1 1 \ - \ �\ \ \ 1 'It
1 1 I I 1 1 \ \ \ \ \ \ - -1 \ \ \ \ \ \ \ \\ \ \ \ \ \ I / - - /
' \ 1 \ \ \ 1 \ \ \ I / - , ---___ ` \ \ \ \` \ \ \ \ \ 1 1N 1 I ', \ \ \ \ \ \ \ \ \ \ - - � \ ` \ a \ \ �\ ` \ \ \ �' ' --- - / % % ' / ,
\ _ \ \ \ \ 1 W IN \ \\ \ \ \ / \ \ \ , '\ \ Q `\ \ ` \ \ \ \ 1 \ 1 /
\\\\ \\I \\ \ \ `\ - `� \ \ \ 1\ \d\� `\ ` \ `\ \ \ \ `\ PHASE LINE \ `` / - / / /
\\ \ \ \ \ \ \ \ o \cP ,\ \ \ { \ \ \ \ \ \ \ \\\ \ I /
,I -'\ \ \ \ \ \ \ 1 1 ------------. \ \ \ , 1 ; \ \ 1�1 1 1 %, , I \ I \ \ \ \ \,\ \ `\ \ \, \ \ ` ` \ / \ `\ \ ' , \ \ \ \ \ \ \\ \ ` \ \ >\ \ \ ` \ ` \ \ ` \ I - / / / / /
I \ \ \ \\ \ \ \ `\ \ \ \ \ - - - - - - `\ - \ \ ,. ,. \ -I ,. 1 ,. 1 ,.\ 1 1 1 I 1 1 1 1 I \ I I `\ \\ \ \ \ \ \ \ T\ c� \ , \\ \ \` \_- \` 1 \ \ \ \ 23 \ \ \ \ \ �\ \ \ \ `\ \ \ \ \ \` I L / . ,
\ . . \ 1 1 , \ \ , \ , is \ \ - . I \ \ , \ \ A \ , , \ , \ , , , ) 1
> \ \ GL RD. STA. I6+a 1.33 /
\ I \ \ \ 1 \ \ \ I 1 / , 1 1 1 1 \ \ \ \ y \ \ \ \ \ \ \ \ \ c�� \ \ i n u / 1 \ \ \ \ \ \\ \ \ \ \ \ \ \ I I t ,
'% \ , \ \ \ \` `` \\ \ \ - .. .. / ` \ \ I I / I I - 1 1 1 1 , , \ \ \ \ \ \ \ \ 14q \ \ \ \ \ \ \ \ ` `�-- `�.` / \\ \\ \\ \`\ \ \ \ \ \\\ \ \ \\ \ \ \ \ \ \ 1
\ ® 13.00 (RT) 8 x8 TEE / 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I \ / ; __
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UTILITY NOTES
W
I �
N
M O
A. THE FIRE MARSHALL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEW SUBDIVISIONS. HOWEVER, HARNETT
REGIONAL WATER (HRW) PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE HYDRANTS:
1. MUELLER - SUPER CENTURION 250 A-A423 MODEL WITH A 5-1/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES
AND ONE PUMPER NOZZLE);
2. AMERICAN DARLING - MARK B-84-B MODEL WITH A 5-1/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND
ONE PUMPER NOZZLE);
3. WATEROUS - PACER B-67-250 MODEL WITH A 5-1/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE
PUMPER NOZZLE) OR APPROVED EQUAL FOR STANDARDIZATION.
B. FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE NEAR ANY FIRE HYDRANT, WHICH IMPEDES ITS
OPERATION, SHALL BECOME THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION.
C. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDEQ "AUTHORIZATION TO CONSTRUCT" PERMIT TO THE UTILITY
CONTRACTOR BEFORE THE CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE
NCDEQ "AUTHORIZATION TO CONSTRUCT' PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ)
ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE
CONSTRUCTION PROCESS OF THE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT.
D. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT REGIONAL WATER (HRW) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO
DAYS PRIOR TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH
MR. ALAN MOSS, HRW UTILITY CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE
UTILITY CONTRACTOR MUST COORDINATE WITH HRW FOR REGULAR INSPECTION VISITATIONS AND ACCEPTANCE OF THE WATER
SYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HRW WHICH IS 8:00 AM -
5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY HRW.
E. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HRW AND THE UTILITY CONTRACTOR WITH A SET OF NCDEQ APPROVED PLANS
MARKED "RELEASED FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE REGISTERED LAND
SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH
STREET BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE STAKES SHOULD BE SET WITH
A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE STREET GRADING AND UTILITY
CONSTRUCTION.
F. THE UTILITY CONTRACTOR SHALL PROVIDE THE HRW UTILITY CONSTRUCTION INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP
DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER
SERVICES IN HARNETT COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF
HRW AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR MATERIALS NOT
APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE
HRW UTILITY CONSTRUCTION INSPECTOR.
G. THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL ASSOCIATED APPURTENANCES SHALL BE
CONSTRUCTED IN STRICT IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT REGIONAL WATER (HRW). THE
UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL
ASSOCIATED METER SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW WATER
MAINS) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENVIRONMENTAL
HEALTH, PUBLIC WATER SUPPLY SECTION (NCDEQ, DEH, PWS) AND ACCEPTED BY HRW.
H. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL
METER BOXES MUST BE FLUSH WITH THE GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8"
BELOW THE METER BOX LID. METER SETTERS SHALL BE CENTERED IN THE METER BOX AND SUPPORTED BY BRICK, BLOCK OR
STONE.
I. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND HRW UTILITY CONSTRUCTION INSPECTOR WITH A
SET OF RED LINE DRAWINGS IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS
SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE
HYDRANTS, METER SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL WATER LINES) CONSTRUCTED IN
HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDEQ APPROVED PLANS. ALL
CHANGE ORDERS MUST BE APPROVED BY HRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN
THE RED LINE FIELD DRAWINGS.
J. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON -POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.)
SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN THE POTABLE WATER MAIN
AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW WATER MAINS TO BE INSTALLED UNDER THE STORM WATER LINES. THE
POTABLE WATER MAIN SHALL BE INSTALLED WITH TWENTY-FOUR (24") INCHES OF VERTICAL SEPARATION AND WITH DUCTILE IRON
PIPE WHEN DESIGNED TO BE PLACED UNDER A NONPOTABLE WATER LINE SUCH AS SANITARY SEWER OR STORM SEWER LINES. IF
THESE SEPARATIONS CANNOT BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE. BOTH THE
POTABLE WATER MAIN AND THE NON -POTABLE WATER LINE MUST BE CAST IRON OR DUCTILE IRON PIPE (DIP) IF THE STATE
MINIMUM SEPARATIONS CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL JOINTS ARE AT LEAST
(10') FEET FROM THE POINT WHERE THE POTABLE WATER MAIN CROSSES THE NON -POTABLE WATER LINE.
K. POTABLE WATER MAINS INSTALLED PARALLEL TO NON -POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE
LAID TO PROVIDE A MINIMUM HORIZONTAL DISTANCE OF TEN (10') FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER
MAINS, SEWER LATERALS AND SERVICES. THE HORIZONTAL SEPARATION BETWEEN THE POTABLE WATER MAIN AND ANY OTHER UTILITY
OR STORM SEWER SHALL NOT BE LESS THAN FIVE (5') FEET. THE POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS
HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST TEN (10')
FEET BEYOND THE POINT WHERE THE MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET CAN BE RE-ESTABLISHED.
L. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE POSSIBLE TO LEAVE ADEQUATE SPACE FOR
OTHER UTILITIES TO BE INSTALLED AT A LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1') FOOT INSIDE THE
RIGHT-OF-WAY AND AT LEAST THREE (3') TO FIVE (5') FEET FROM THE PROPERTY LINE BETWEEN THE LOTS.
M. HRW REQUIRES THAT METER BOXES FOR 3/4' SERVICES SHALL BE 12" WIDE X 17" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT
WITH CAST IRON LIDS/COVERS. METER BOXES FOR 1" SERVICES SHALL BE 17" WIDE X 21" LONG ABS PLASTIC BOXES AT LEAST 18" IN
HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS. METER BOXES FOR 2" SERVICES SHALL BE
20" WIDE X 32" LONG ABS PLASTIC BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER
OF THE LIDS.
N. MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER ASSEMBLY AND ASSOCIATED APPURTENANCES SO
AS TO PROVIDE AT LEAST EIGHTEEN (18") INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE BOTTOM
OF THE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS IF THE METER IS NOT EQUIPPED WITH TEST PORTS
FROM THE MANUFACTURER IN ACCORDANCE WITH THE HRW ESTABLISHED STANDARD SPECIFICATIONS AND DETAILS. DUCTILE IRON PIPE
MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVE VAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP
DRAWINGS FOR THE METER VAULTS TO HRW PRIOR TO ORDERING THE CONCRETE VAULTS.
0. THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES THAT CROSS UNDER THE PAVEMENT INSIDE A
SCHEDULE 40 PVC CONDUIT TO ALLOW FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT 3/" WATER SERVICE
LINES MAY BE INSTALLED INSIDE ONE (1) -TWO (2") INCH SCHEDULE 40 PVC CONDUIT OR TWO (2) INDEPENDENT 1"WATER SERVICE
LINES MAY BE INSTALLED INSIDE ONE (1) -THREE (3") INCH SCHEDULE 40 PVC CONDUIT, BUT EACH WATER SERVICE SHALL BE
TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY HRW. IF SIDEWALKS ARE PROPOSED, THE CONDUIT
MUST EXTEND PAST THE SIDEWALK.
P. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS AND ASSOCIATED APPURTENANCES MUST BE
RATED FOR 200 PSI ,AND HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE TEST(S) MUST BE
WITNESSED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR MUST NOTIFY HRW WHEN THEY ARE READY TO
BEGIN FILLING IN LINES AND COORDINATE WITH HARNETT REGIONAL WATER TO WITNESS ALL PRESSURE TESTING.
Q. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE
STAINLESS STEEL TAPPING SLEEVE(S) PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE TEST
MUST BE WITNESSED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC BRAND
STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE IN HARNE17 COUNTY. ALL NEW WATER LINE
EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO THE DIAMETER OF THE NEW WATER LINE
EXTENSION IN ORDER TO PROVIDE A MEANS OF ISOLATION BETWEEN HARNETT REGIONAL WATER'S EXISTING WATER MAINS AND THE
NEW WATER LINE EXTENSIONS UNDER CONSTRUCTION.
R. ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR CLASS 50 DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI
OR GREATER. ALL PIPES MUST BE PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION. PVC PIPE
MUST BE PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO INSTALLATION.
S. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE
HARNETT REGIONAL WATER. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED BY THE HRW UTILITY
CONSTRUCTION INSPECTOR AND TESTED IN THE HRW LABORATORY.
T. ALL FITTINGS LARGER THAN TWO (2") INCHES DIAMETER SHALL BE DUCTILE IRON. HRW REQUIRES THAT MECHANICAL JOINTS BE
ASSEMBLED WITH GRIP RINGS AS "MEGALUG" FITTINGS ARE NOT APPROVED BY HARNETT REGIONAL WATER FOR PIPE SIZES SMALLER
THAN TWELVE INCHES (12") DIAMETER. PVC PIPE USED FOR WATER MAINS SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL
JOINT WITH GRIP RINGS. GLUED PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT COUNTY.
U. HRW REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL WATER LINES. THE TRACER WIRE
SHALL BE 12 GA. INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR
MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT COUNTY. THE
TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
V. THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HRW UTILITY CONSTRUCTION INSPECTOR WITH A SET
OF RED LINE FIELD DRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINES) AND ALL ASSOCIATED SERVICES. ALL
CHANGE ORDERS MUST BE PRE -APPROVED BY HRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY
DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
W. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF
PROPOSED WATER LINE EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR
SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST
THE WATER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL
COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY
POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY OWNER
REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION.
X. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOT RIGHT-OF-WAYS THE UTILITY
CONTRACTOR IS REQUIRED TO HAVE A SIGNED NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED
UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR
[phone] TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EXISTING UTILITIES
SHOWN IN THESE PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY
LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.).
THE UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE SATISFACTION OF THE RELATED UTILITY
COMPANY.
Y. THE UTILITY CONTRACTOR SHALL PROVIDE HRW WITH AT LEAST ONE (1) FIRE HYDRANT WRENCH AND ONE (1) BREAK -AWAY FLANGE
KIT FOR EVERY SUBDIVISION WITH FIRE HYDRANTS DEVELOPED IN HARNE17 COUNTY. THESE ITEMS MUST BE PROVIDED TO HRW
BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY
CONTRACTOR SHALL INSTALL A 4" X 4" CONCRETE VALVE MARKER AT THE EDGE OF THE RIGHT-OF-WAY TO IDENTIFY THE LOCATION
OF EACH GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES. THE
CONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER OF THE VALVE BOX.
THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE
MARKER. IN LIEU OF INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE AT LEAST TWO
MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND STRUCTURES TO THE PROFESSIONAL ENGINEER (PE) IN THE
RED LINE DRAWINGS TO IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER (PE) MUST INCLUDE THESE MEASUREMENTS
IN THE AS -BUILT RECORD DRAWINGS SUBMITTED TO HRW.
Z. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE DAMAGE FROM POOR WORKMANSHIP
DURING THE ONE (1) YEAR WARRANTY PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT
REGIONAL WATER. HARNETT REGIONAL WATER WILL PROVIDE MAINTENANCE AND REPAIRS WHEN REQUESTED AND BILL THE DEVELOPER
AND/OR UTILITY CONTRACTOR IF NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK.
THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING FROM FAILURE TO LOCATE
THE NEW WATER LINES AND ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE WATER LINES
HAVE BEEN APPROVED BY NCDEQ AND ACCEPTED BY HRW. THE FINAL INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE
SCHEDULED WITH HRW UNTIL THE STREETS HAVE BEEN PAVED; THE RIGHTS -OF -WAY AND UTILITY EASEMENTS HAVE BEEN SEEDED
AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO PREVENT EROSION ISSUES ON SITE.
AA. THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED
SANITARY ENGINEERING PRACTICES AND APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS ARE
ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HRW. A COPY OF EACH ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HRW
AS EACH SUCH INSPECTION IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR. WATER AND
SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HRW SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY
AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL TEST, PRESSURE TEST,
BACTERIOLOGICAL TEST, ETC. A HRW INSPECTOR MUST BE PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED
TO HRW. ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH THE HRW INSPECTOR. THE
ENGINEER OF RECORD MUST REQUEST IN WRITING TO SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE
DEVELOPER'S ENGINEER OF RECORD AND THE HRW UTILITY CONSTRUCTION INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF
ANY DEFECTS OR DEFICIENCIES NOTED DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH LIST,
THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN THE EVENT THE NUMBER OF INSPECTIONS
PERFORMED BY THE HRW EXCEEDS TWO, ADDITIONAL FEESMAY BE ACCESSED TO THE DEVELOPER.

- - _ - - - _ = -\ I ---- --` -- - ,= � ; - /'I ; ; , - - - - - t - - - - - ``
-- _ _
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^`♦_ _-----_- - - __--------- = _ _ ` - = �nC�_W ?s•.`_- 24 / ; 1 : ; / ; ✓- - `♦ \` \ / /
_-- /__---__��_-_____'- - - _ _--\ --lr. - - _ _� - - _ - - - _ -_-__ / I '� i I , I 1 , \\ \`---^-_ _- ' -1
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________ - TO BE USED AS TE GLEA
- r- -- - -- ----- ------ _ - _ - _ � - - _ _ ----- --
'- CI-' _ - --------- ---- '-- is__ _ -'
' / -_.3 3 - - \ 3 _ WATER DIVERSION w/ REGP N PGULVERT I i
�� 31 ` ` - _ ` '�
_'3---------' \` \` TY
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6. - ___ ------------ 311-------- -- - -------- \ _--_-318•_______-----__ ---` - 40 LF 18" RGP ® IRS _ I
---3, / _---_-_ -- _ -310_ --_ - - -\ \ 31--------- \ �_ -- ``� OUTLET SHALE I INV IN = 332.60 i / /- o I I I
\ 335 LF ®3.7 RS SLOPE __ TEMPORARY CONSTRUCTION I I I
--'- / ___ - ' i' % T --309-_- � - - -_`_e- ``` -- \-\ -` _ 7---------_ -` ``` `-` - /
,_' -
''/'� -/ - _ 307--307•--__ -♦-_ \ - ``-- \ --316- - -__ D STONE LINE LEVEL SPREADER 1 1 I J'/ _r
;;-''- 30 •-- _-_ --- _ 50 2' FLAT BOTTOM w 3:1 SIDE SLOPES OUT 3322 1 I _ ENTRANCE (TYP.) ;
---------- - / �� --'_ __- - __- - -_ - - - -- -31s - _ \ --- ---- ENTRANCE WIDTH= I6' GRASS LINED CHANNEL 2' DEPTH Qio = 1.28 G I 11 _ 1 ___------ ___ I
_- -_ -
__ __ - -
` - - -- Q2s 1.48 GFS,
_ \ `-- - ----- -- 'END WIDTFf=3 - / ; ' I -
---------- - / �.��`� �__ - \ -- _-- - --__- -_____-314----------- \ - QIO = q.80 GFS 1 I -1 a _ -x
/ /: , ; ' / ---- - - .__ ---_- \- ---- `\ `` "' ``-,- ---------------------- \ -` DEPTH=.6 �--GZaS 1131 GFS ' I � ~ , '' _"_
---- -- : ' sue: / ,/ --''_ --- \ ---_ -\ \ --- -`-- ____-____`-\ \`LENGTH=20' _ - \ \\ �\ \ I I i I � 1 /
----�- �' i i / i _ _- -_ `_ \ ---` \ -` - ----__--312�-- --- _-- _ __ --`` ``\ ` \ \ ` 1 / 3 0 / TEMPORARY _
_ -/ -p - ' / 1 '�,'' ` -- \ -_- _ 4" TIMBER LIPPING __ `\ \ \ ` I ; / * O /
i .i i i '/ i ' /� / , / - --1 --2-- - \ \ -``- --_ ` \ ```� `` ```\- \ -- - . .\ - - -\\` ` 1 \`\ \\ ` \\\ 1 I 1 % k J i HORSESHOE INLET - - _� �'
/ 1 ' %�.�� - _- ---` `` ---_ - - 1 - O M \ 1 i I 1 / PROTECTION (TYP.)-----------'''
10� /� i / i i 'i ,,' T•i, ,298-- -=#__ - ``` ` \`` -`-- --- `\ - -`- ```` ``- `--_____ _-____-___ - �\ \ -`♦- `\\ `, I I I _�"I Ivvv- `-` 1 \ 5P' 1 LQ� I JI 1- / I Ir
3 : ' ' i ' % % .� / :� //i '---' 1 `2g♦`\ \ - --- - \ `•- `•---308__ ------ --� -- .`\ I 'I I\ 1 ( . . . . 1 1 F TTP�F+ i= / i 1 I
/ - / / -- , , - �2, 1 ♦ ` -301•__ _ - - `- - -- - \ } 1 \ \ \ / /laq I I /
-, , i / , , /, 00'-,'�,,'' /-- -♦ `♦ ♦\ ` -_____ -300• _30p -- -``- - - \ _________________ _ -_ -`, 1 \ \ / T TP I
_ _ - \ p �p
' / / i /, , � -- ♦ ♦ --___ \ ♦ ` -` _____-_- - \ ` I I I I ' % / LOD SF SF LUD I I ,
- .\ __ \ - - -a- `\�� _ 1 1 L V L7 I
/ / i i / / / / i i / \ `♦ `- `-- - \\` ``` `\ -- \ `` ``r / J 1 I 1 I I 1 I i i /' DITCH MENT / /
,,' I 'oe/ i i I // / / / - ---- ' i ,- \ \ ` � -- --- �` `♦ ` ` ``- --_ 1 / / I 1 1 I I I / , i 2 1 1 / _--
-C i i / / / i l ' i � W=,"�vTt�,, i / � ' / � ' 28k 14' X 2' DEPTH � O / � / � �/
/ 1 / I \ \ \ \ `%�� . I 1 / i �/ i i / I i i 1 / - _----____-- PERIMETER SILT FENCE DESIGN VOL 467 GF J I / /• \`-__-\ ,6'
' : : i i i i I- i : `\ \ `\ -� ` `\ " - - `+ \,' i l i / / /,/ i\,: M / i l N ; 3 ------ -W OUTLETS tb00 LF , ' SURFACE AREA = 380� SF / i i I -I�-- i
11
/IIII I I `\ -\ \ \ \ �`, / I -) I I �y1 ------ BAFFLI=S AT ? 14 21 / /
' / % j / I l 1 I ,i , \ .`\ .\\ \-_ \ -- •\ . ^-`lti ` , OU 1 LET �J' • v�L1. 2 1 / / 1 1 j � • / -_-' / / i
/ i \_ / I AREA = Ig265 5 ft I I
, / I I , - D STONE LINE LEVEL SPREADER \ �`' TO BE USED AS TEMP. GLEAN i i I 1 I , _ DIVERSION BERM /I : ' ice`•
�," ll / , / / / -, / / / / / ----- i / / /i II \
i ;L°�, / / / / % i / =�- - - -`l " \ENTRANCE WIDTH= 16' 1 t. • i / I i / , / /'--3z7-- / / // `.
, ' ,<I i i i i • MEND WIDTH=3' k\ • • I /� /WATER DIVERSION w/ REGP I / / i / / i i - - = - -
' / � / / / / /� OIm ET SWALE 2 / , CLEAR HATER DIVERSION SHALE � / o ! �'
-,k, /' // / / I / // / / -- : \\ IDEP-fH=.b' . �. /I i / i II / / / / - / CULVERT 2. J , / - i
/ - / / / / � / ` \ \ 1 / / 135 LF ® 8.4% SLOPE � i i / I ' ✓' / 40 LF IS RGP ®LOBS- i - \
/ _�, : ' : / i i------_ \ \ I LEK6TH=20 i / / i I 1 / i i i i - INV IN = 340.10.--_' __ _FIBERGLASS ROVING LINER / - I
9s - , ' ' 6 , ' / % / / / / ' . ' `\ I \\ . \ t . -/ I 2 FLAT BOTTOM w 3:I SIDE SLOPESI I / � - - ', INV OUT = 340.30.-- / - I/
• / / /� / \ . I . I ,, 4 TIMBER LIPPING / / / , I / / � A/ I - I I
'ti , 29 / / % % i . / \ `5. \ i I i , " ___ , i i ' i ;� /6RA55 LINED CHANNEL / / i i : ' -_ -- _ - _ _ _ I
/ 1 _--_' ✓ /' : // � , I, \\ \* � \, . i ,i i � % ,; - ' / i / i / i QIO = q23 GF5 I i I i I , ' GU5 = 3.68 GFS ___-- ------ ------ -- "
/ ' / / Qlo = 3.Iq GFS / / I / i
/ / \ I , '-- r i / ,o"' / / i 'Q25 = 10.65 GF5 / i / /'
/ / , 1 1 I / -, / / // i / / i / / / / // / // / /
' ,/ i i /'---. `\ \\� I 1 1 / 9�' oe_'' / - /�- / N / / / / / / ! / /% / , / / / / , / / / / i / , %- / O - \CLEAR WATER DIVERSION A J_
j' '' �/ - r I' , %ro I \ I / ,/ , / i i ' I I,i i i / ' ' ' ' ' / _ -_ - v / ��,•�`\\ W/ REGP ,
1 1 i - --- / / / / / / / / / \�I q,
HYD L= 538 HT= NOS J
/ , ,i, / / . / 1 ' I ' 1 i /-_________�- / / i i / / . / /I / / / / , / / / / / , , / =--_-_ ------ __ 1 / AREA = g2201 5 ft -
/ / / \ O N 1 / / / / / / / / / / / / / / / % % /' j ''
339
I , , . N , I / / , '/ ' ' ' _ - / SHEER STRESS 0.32 '
/ , ' / 1 / ' , ` . of I I 1 I / ' ' - / / I / / ' / , ' ,, / , ' / / / - --- --vim , / ' /
/ / / : ' -\ 1 / / / , , I I , , n------- I ' I I / / / 51LT FENCE , , / / / _,
/ / / // ti / , I 1 I ' / i1. / ' I I / / / / / i SILT FENGE/TREE \ - .
/ / / / 1 / ' , ' , / , / - - / / / / / / / ' / ' , - DEPTH OF FLOW = .4 '
I I / I / , / \ II , , I I / / , / / / / /OUTLET I I, / / , , \ O /
/ / / . I , , / / , , / / / / / . / / / / J i / I // / / / / / ., / \
�. / / / / ,-_-- /� / / / / / / / , / / / /, / / j ' . ,' . . PROTECTION FENCE (TYP.) Q , Q2 = 1.84 GFS ��'
I 1 I i I j / 1 / ✓ ' / / j / I / / , / i -_ \- O e- / %' / % % % % % / �/ / / // / % // j ' % ' /' / ' i / / j / i i i / / ---342-- -- -- i , QIO = 2.44 GF5 ,,' , /
I I I / / l / / / / / / / / / / / / I / /
11
I I / / , / , / / , -_ / I I / / / , / , / / / / , / i , �� r -�-. -- . .- - / I / ,
/ / / / / / o / / / / / / 1tKn 6;--,----------------- . -
u I I I I / 1 , / / / / ' / / i' / / I / r I / / / / , , , - - - / // , ii- ---- ` ` ` - \ / I / , 'y5• ,,
1 I 1 / / / ' / ' , / / / % % /-----__-- ' / /� I N / v' N N N N , / / / - / / / / , --- \ \ \ / / , , ' I 1 / / , / / / / / - / I 1 , N h Id / / , , I`-
1 I I / / / / / / / / ,' 1 o N n N M '� � / ;, `� h , / / � , , '
1 / / ,^--- / ' / / / / / / / / ' / / ' % / 1 1 N ro 1 / M / , / h ,yh 's ^rM % ��� % / i % 3e,5' \ -`\ `\ `- \ r / % / ' ,''
I I I P , / / / / / / l l I M I l l / / / / -
' I I / % I I % --� / / / / f , / / / / / i / i / / ! / i / 1 / / / m M I 1 , I l / I / I / / / / / ' ' - - - \- -- ------ ', ._ �- I I , , ,
I r , / / . , / / , '1 , , , / l I , ; 1 , l 1 1 I 1 / , I / / / / / , /, / STREET r'l / ; /------- \ ` \-='��,- ` 1 ' , ' , ' , '/
, I 1 1 I / , \ ) / /� / / / DIVERSION BERM TO TEMP , ' , i i I , l l / i , I ' , / / / / ' , ' , ' / - `- --- - - ♦ `.- I 1 I / / / ; - ;
, 1 I I I 1 1 / \ / / f / , / / / / v n 1 1 1 , 1 / / / / /I / / /' /, /' / i i , , 348 \ \ 1 I , � / / / � ;Y- ' ,,
1 1 1 I 1 t I , i / I 7 i ' / / i i i rJ'EDITMENT TRAP /.�y� ------ / I ' 1 I I I I ' / / / / � _ _ !'--------- - �_ --- `
/ / / / / , �. / , I I 1 1 / / / / / / / / - / i , --♦ - / I / / , ,11
, I I I 1 I I ' , I'll , / %'/ % /'/% / / / , , , / / / / , , / , , ,y\� , I / / / / , / _'-- jl `♦_ � \ \ 1 /' / J / , /
I 1 ��-- I i / i / i i i / CULVERT 3 , / / _--- -- ' 1 i // / i ///i'i .� '/ % / % / -- -- {P- � `\ `-- ` 1 ( l i i I / / I / ' % I : '
It 1 `\` I I / , / / / / / r ' i / _- I % % / / % , , / , . - i i / i I ,-' �0\11 \ \\ `- \ \ l / t I N , .1 , ; /
1 I / / / / / 48 LF IS RGP ® 11.4% / , / ., ,
I, I1 / I I I I II / , / / / / - i ♦ i/ i / / ' i i ' ' '0i�°°\� <'7 \-B \ \ 1 I ,�/ n/ '
, 1 / I I , 1 /, 1 / I l / / / , INVIN=314.3q, / %� , ,'� i i i v'%// /I///// / /i - i /i / i / / , / / / _ i�� S .- ♦ \ \ , 1 1 1 / I / / %,
1 , 1 I I 1 I I , 1 / 1 / / / / I l / / / i / ---. - / / % / /% / / / / I / / / / / ' , , . , / / / / (i "'fI iQ \ I 1 1 / I / / , /
I 1 1 1 / 1NV OUT - 308.g2 / / / / / / / / ,, , , ,, O , / - / / / �uu11111I lu11111 �T \� ` \�' ` 1 1 1 I I I , 1 1 / , / / /
11i
I ' I ,--- I I 1 1 1 1 1 1 1 1 1 1 / 1/ I % i i - i �' // //� // /// j j/ / i i /i / i ,, i i ,/ runny, '` `O 1 I 1 1 , 1 I I / / ////,y.Li
I \ \ I ' 1 I 1 1 I I / , QIO = 3.1q GFS / / / / : - ,/ / / / / / // / / I , / , / / / % : / / / / i / / °' `` ` 1 1 I I I , I 1 I l / �/ /
1 I 1 / `\ `\ ' I I I 1 1 I I I ' 1 1 I I ' / / % / -- ✓ i / / / / / ! /: / / / / i / / / / / / ,/ ,,' ,''' ✓' ', % / '`� // a `\ \ I I I I I I 1 I 1 I I I 1 I / % /
I I I \ I , I I I I I I 1 , I 1 1 I - Q25 = 3.68 GF5 / / / / / / / / / - ,- ,! - / / }� _ ` \ I I I I L� I I l 1
1 1 I I 1 I I 1 1 11 1 1 I 1 I N '� I I I I I % /''' i /i i / // i i , O' i \� ", �\OOO n "' i' `-` _ \ \ 1 1 , I I I 1 I I -1- 1 1 I %
1 I I 1 1 r I / - , I / , '\'" ' 'Will \ \ 1 1 I 1 / I
1 I 1 1 i o // TEMPORARY
I I I I I I I I I I I I 1 1 1 1 I 1 / / / / i // - HORSESHOE INLET I/ '- /_ ,, ',� ' / \/�p� Nurul / `\ - \ `\ \ \ 1 1 I 1 I I I I 1 // j
1 1 I ' 1 ' ' I I 1 PERIMETER SILT FENCE' I / / / / , . • , • / / / / _: / / �V CLEAR WATER DIY B 1 ���Illn, _ 1 I I 1 /
I I 1 I I 1 I 1 I I I I I I I I 1' 1 1 I / ,' i '/ I %! /% / /- ,� /��/ oi, `--s \ 1 \ \ I I I I I w I I I I %
I I I I I / ' / PROTECTION (TYPj / / / / ' / w/ REGP "" \ \ 1 , 1 I I
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I I , I , \ 1 1 , , I 1 I / , / / i /// / r i // /, / / i / ! pppi = _ - \ \ \ \ 1 , I T I I/ / i
/ / I I I 1 I I I I 1 \ \ \ \ \ \ I ' r ,%; ! �/ / /, / / , / / , / / \ V a n nu n = ----\ i 1 I i i 1 i'I �i- / i
I I I , ' \ \ N AREA = 24138 SGj ft \ \ \ I I ' I / / / / / . / . ! ! I / /I , i' i I / i/ / I I / / / \ \ }{ p L= 21501 HT=fB --i
I ' I I I I I 1 ' I I I I \ l 1 -\ \ \ \ I / / / / / / / / ° - \ \ \o - -- nu _ \\ \\ \\ 1 I 1 I I ' ' 11 1 I I I I, I 1 I \ \ \ \ \ 1 \ \ \ \ 1 / / //// // / ♦ \Oo°�� /ipi� 'T \ \ \ 1 11 I 1 1 1 1 I' 1 1 I I I �I I I
/ / 1 1 1 1 \ c' \ \ \ \ \ \ `\ \ \ \ \ I , / / / / / / / / / / . \\\ -- / _ $s 1 1 1 1
1 I \ I
-`- I I I I --I 1 ' I 1 I I I \ \ I .o 6 \ ` \ \ \ \ \ \ \ \ \ I I / / / ' / / ` I , \\ // - \ \ \ I 1 I I I 91ot
I N I
1 \ \ � \ I I LIMITS OF i / / / / / / , \ \ \\ SHEER STRESS S \ � \ \ \ I I u
i / / I 1 1 I 1 N a' �\ \ \ \ \ \ / / \o\
'_\ - / / I 1 I 1 \ e' Ir \ \ \ \ \\ \ \ `\ 1 1 % % % % / / , \ `\\ ' _ 1 \ 1 t-I 1 I
- / / 1 ' I 1 , \ \ \ \\ \ `\ \ \ \ \ \ 1 DISTURBANCE I / / / \
-- - / i ' i i i N w �\ `\ ` - - \ `\ ` I r i . 1 1 i i i i \, \\ s ------ - ''-•' � \ \ \ i I I I I I
\ \ 1 \ I\ \ 1 �
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-. � / / I I 1 \ \ ,� \ \ ` \ I / l I I I- j / �l I / I � DEPTH OF FLOW .25 - , � \ \ � \ I I I I I 1 I 1 I , I 1
- / , 1 to \ \ \ \ \ \ \ \ \ \ \ \ \ I I i / 1 i I 1 I I , / \ \ _ 8(] �-- \ \ I 1 1 \ / / I I I 1 iN \ \ \ \ \ \ I , I 1 1 I 1 I I / /- \ \ \ Q2 = o.•T2 GFS _ ,,/O' 34>-_ \ I I I III I
- - / , l 1 1 \ \ , m ,5 \ \ ` \ \ - \ \ \ \ \ \ 1 1 I I 1 1 1 1 1 I \ - \ J _ . \ ` I ' I 1 I\ \ \ \ ` ♦ \ \ \ \ \ \ I \ 1 I I I 1 I I1 'I ' 1 ` 1 \ ` I = - `\ `\ ` 1 1 1 I--'/// 1 \ ' 1 I N w `Oo \ \ \ \ \ - \ \ \ \ \ \ \ \ 1 , I 1 1 I 1 / 1 1 1 1 ' t I I \ \ \ `-'' I \ \ 1J 1 1 1 I I I I I:\ / / \ I I \ \ ' \ \ \ \ \ \ - \ \ \ \\ \ \ \1 \ 1 I II 1 /lI,II II II ('(\ 1 / / QIO = o.qb GFS - ---- t ` \ \ \ \ \ \ \ I I r-I 1 II/ / / / \ \ ` 1 I N `'v iO \ \\ \ \ \ \\ \ `- `\ \ ` ` `` \\ \\\\'1111II /111 1 1 1 , I I I \ I �. 1 \ ` \ I \ u I 1 I I \ I I I I
\ N \ \ \ \ - ♦ \ 1 / , I I I I I 1 I 1 I \- \ \ I \ I I I,\ u 1 i, 11 ♦ / , / / \ ` \ N m \ ` \ \ \ \ \ . \ . \ ` \ ` \ \ \ \ \ \ I I I LIM I I I , , I 1 1 I 1 1 I ' ' I \ _ --- I - \ \ I \ I , , I 1 •r-�'--" ' 1 I w I 1
/ I / I / I I \ i?- \ \ \ \ \ \ \ \ \ - `\\ ` \ \ \ \ \ , y ITS CLEAR NA , A C, i i i I I «" i i I I i CLEAR WATER DIVERSION G --- - \ I i I I 1 1 I 1
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-IN♦ / \ \\ `\ `\ \ \ ` \ \ ; I LIMITS CLEAR HA 1 r I � j I I I / _ ,
` / \ o° AREA = 138316 5 ft - ___ - / \ I - -` - \ \ I 1 1 I I
\ \ \ ♦ \ \ \ \ \ \ /i / / L I I I I
` ---- _ / _ - \ \ LIMITS OF 1 \ \ I i I I TBR 14RE,q D ( ' ` I / / \ ' ' 1 + +- 1 I I I
�`\ ♦ ____ _�__ - \ \ \ ♦ ♦ \ ♦ \ \ \\ \ \ \ \ I \ \ \ 1 I I I ' 1 I I I I 1 I ' I u to I 11 1 11 �4 I - /
\ i \\ ♦\ ♦♦ \♦ \\ DISTURBANCE TYP \ 11 , I I (�I1 3 I 11 I I \ 6 1 /,,, q /
-- - -, \ \ \ ( J , I \ I 1 \ \ \ , I 1 1 , 1 I I ; N ` I 1 1 I \ 'Yo/ I I \ - / _ - \ ; I
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f \ \ \ \ \ \ ♦ \ \ \ `♦ `♦ \ \ \ \ \ 1 1 , 1 I I I I , I I 1 i, N ,- 1 1 1 \ \ I \ HYD L= 550' HT= 3b' _ - I --\\ `-` \ I I 1 \ I I ' I I I I
\ \ \ \ ♦ \ \ 1 1 1 1 1 1 1 I N to I I 1\ \ \ \ \\,0U0p"pU\p\\\1biI� / --_, 1 ' ---- ``\ `\ `\ \ 11 I I I I I I I1 �+ I �+ I I I 1
\ \♦ \\\ \ I I I I I I I 1 1 1 I I I I \ 0 1 1\ \\ \ 1 \ // '`� ', SHEER STRESS 1.32 _____-- \ I � \ \ \ I ' I I 1 I 1 In 1 1 1 I I 1 I
-- _ _--- ' / : ` \ \\ `\ `\ \ ♦ I 1 1 1 1 , 1 I I \ \ Q <-_- / �`\\\ -___ ` J \ \ I ♦ \ \ I I I 1 I 1 I I
\ \ ♦ \ \ \ \ \ \ \ \ 1 1 I 1 I , I I I I 1 \ \ \ \ \ \ . .,, I I I
/ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ 1 \ , 1 \ 1 , 1 I I I I I I I 1 I I I l \ \ \ 1 \ \ \ \ ` ♦ I \ \ \ 1 I
1 1 1 I l \\ \ \ .� 1 \ 1 \ 1 � , 1 , I I I 1,
- `\ \ \ \ \ \ \ \ \ , I I , 1 I I I \ . s _ DEPTH OF FLOW .34 -- ` \ \ , \ \ I 1 , , I I I I I I I I I I
\ - --- / ,% \ \ \ ` \ \ \ \ ` \ \ 1 I I I 1 \ \ \ \ \ \ -?'' --- \ \ \ d \ \ \ \ 1 I I I 1 I 1 1 I I I I I I
\ _: : `\ \ \ \ \ `\ \ \ \ \ `\ \ \ \I I I I I I I I A•v I I I I I 1 1' I I 1 I I I I I 1 1 \ I I I\ I \ II\ \\ \\-`---\ c - Q2 = 2.85 GFs -`\ \ \ I I / \ ` \\ \ I 1 I 1 I I 1 I I I I I
\ \ \ `\ ` `\ \ \ \ \ \. \ \ \. \ \ 1 1 I 1 I I \ 1 , I I I I I I w ' I I I I 1 I I 1 \ \ \ \ \ ` ` \ - `--- ' --' LIMITS OF ` - ' ~/ `. \. . \ \ \ I I I I I I I I I I N I 1
\ \ \ \\ \\ \\ PERIMETER SILT PENCE I ' I u I I , I ` \ \ \ \ \ ` I \ \ `\` \\ `--_ =- - _ \ \ I I , ' \ I , I I 1 11 I I I ro
_-_-_ __ ' \ \ \I \ 1 1 1 I I 1 I I I 1 1 \ \ \ QIO = 3.78 GF$ 1
--- -'� ` ` I I I I , I 1 I I I I I, I I � I I I I\\ \\\ I \\\\ `\ _ ` __ ---- / - --''- ---' \- \` \' I I I I , LIMITS OF I I I I 1 I I j' 1 1 I I I I 1 1
I I I' I I W OUTLETS *800 LF I I 11 1 I 1 u rA I I I 1 1 I I I 1 1 \ \ I I\\ \\ `\\`\ `\_\ --_ \ -�---- / DISTURBANCE (TYP� '-- `\ ` , I I I I I I 1 I 1 I I I 1
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--- \ I 1 1 / / , / AREA = 24138 SG� ft I I I I I> 1 1 1 , 1 \ \ \ c -344- - `-. `\ I /; STURBAN E I I I r \\ \ I I 11 I I i I I I I 11 1
v -� `\ I 1 , I / / / / 1, 11 1 1 f I l , I I 11 1 I I\ I I \ \ I I \\ \ `\ `\ \\\I\ `\ \\ \- \` `-_ q <1-1__ - - - /-_--__ ----_ \ --- \\ \ I I I I u / `I. \ `\\ \ `�&, I I \ I I I I I 1 1 1 I I I I N I, I I I 1 1
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j \` ` I \ \ ` \ I \ \ 1` \ ` l \ l 1 I` 1 "e N I I 1 I I , \ \ \ \ \ ` \ \ \ I \ \ \ \ \\ _- __-_ -- ' -- - \ I I 1 1 I 1 I 1 / // / / �""',j
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I I / � \\ \ \\ \ I \ \\ \ \ \ \\ \ m w I ' I \ I I I I \ \ \ `_- '' - \ \ I I 1 I I I I I 1 I I ; , /, / /, , / , / /
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I \ \ \ \ \ \ \ \ \ \ \ 11 \ \ \\, \ `\ \ CLEAR WATER DIVERSION DI \ `\ _ / _ '= -_ \ I I 1 I I I I / /I //i // ,/ / . / / / I ,
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1 \ I \ \ \ \ \ \ _'_�''� ''%,'--------- e \ I I I \ \ I \\ \ i / ii i i /i i i /, /
HYD L= 605 HT= 4q.25 2 s \ /
1 1 \ . a, \ \ I QIO = 7.03 GF5 \ \\ - \ \ \ \ \ . -- a2 PERIMETER SILT FENCE W OUTLETS 2 \ \\ I \ \\\ \ \ \ \ \ \ / / , /. /,/// , / // /
1 1 \ \ \ \ �6 'X \ \ \ \ \ \ \ \ \ ♦ - \ ,SHEER STRESS 1.2q \ --- s -_----------' v \ I \ I \ \ \ I I 1 \ \ \\ \ \ \ \ \ \ 1,'- `-_- /: : / I //; \/„/ // I I / // / ,' - ,
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1 \ I \ ,,\ \ \ \ \ \ \ \ \ \ \ \` ` \Q2 = 3bq GFS \� \32S --------''-AREI - g353 sa ft , �\ \ \ I I \ \ \ `\ \ \ , ` �,: , ` , ; , '/; / / // // // / / �, - _ '
\ ? \ \ \ \ \ \ \ \ `\ -. - \ ` ` ` `-_ - - ♦ \ \ \ \ \ a ♦,p ` - -\- - -352� �/ / // / / // // / / , / / / �, , ,
I \ ` CLEAR WATER DIVERSION D2 ` \ \ ` ' - ,-'- \ \ ` o\\ i9 a •-�� �- - �/ / i I / / - - '�� '
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/ 1 / \ 1 I I W/ REGP \ ` \ \ ` - ----- \ \� o \\ -` - 3$Q , . / : /', ii' i , '- '/ /
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I 1 \`` I I I I \ 1 135 LF ® 5.18% SLOPE --_ \ \\ \ \ `\ \ �`\ \ \ \ \ \ \ `. `\ ` `` �-- -----------' _ � ' ' / , - _---- .\ \` \ \- --- � �\_. s--� /� '' ' '/ i i/ / , / ,
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I / I \ \ 1 \ , I I -- ♦ \ \ \ \ \ \\ \ \\ \\ \ \ \ \ d \ _-_ _ -/ '' , \ 1 1 I I 1 1 \ \ \ -w Issl' \ _ , '�- ; , ' / -' 1-J-''-
\ \ I \ --' \ , 1 \ �\` = Qlo = T.03 GFS - / y,
, 1 I \ I Go = 4.q0 Gfs � \ \ \ I , \ \ \ \ ' ` -------------- --- � ' /' _---- \ I I 1 � , ; � -- /
\ I \ I 1 \ . -\- \ ♦ \ \ \ , \ \ \ \ \ \ \ \ W \ / \ \ I I 1 , \ 1 \ \ \. / '--- 2s'-_ OM - 8.1I GI: J _ % /: -
/ / / \ \ \ \ I I I I , 1 1 I \ \ \\ \ '♦♦ - - ♦` \ \ \� \ ` \ \ ` \ \ ` --_--- _1 i -\ \ 1 1 1 I I 1 \ \ / --- 3 ,' ' , - i /' ,-_ / _
I I I \ I \ I , I 1 \ \ _ \ ` - \ \ \ .�p� G \ \ \ \ / \ I 1 \ 1 , 1 \ \ J -- - 24•------ ��i� �i'', , _ i / i �- 0/ _
I / / / I \ 1 I I I \ ' I I \ \,DIVERSION $ERM \ \ \ \ \ \ S 1 1�L! 1 1 i I I I \ \ \ \ \ \\ / --''------- ` ` , I 1 I 1 \ I \ \ \ \ / ----- -------- - / : ,, 31
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\ `\ // 1 1 I \ \ 1 I I 1 \ \ - \ \ \I 1 1 I \ \ \ '� /''/, / � \ 1 I 1 I 1 . \ \ \ _- / - �- _- ', , '' __,--__�_, __--_'
\ \ I I 1 1 \ \ \ I I 1 1 _- - \ \ \ \ r \ 1 1 I I I I `\ \♦ ---_ ,-'' �,'' ,_ / \ I CLEAR WATER DIV EI `\ _ ' ' i ' /I�-/ `�` _ -_ ---
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\\ \\ 1 \ , 1 \ ---_ - \ i I I 1 I \\ ♦``\ -_- --'__' f'-_-_--- \\ 1 ♦ o V / , / � 319•_' ''- ' / / - • i,�-r_ __-____
1 1 \ I , 1 SILT FENCE /TREE - O I _ - \ W/ REGP ; : : - _ : __3oi•- __j--''-'
\ \ \ I I \ \ \ I ' I I I \ �` �` I 1 t I I I I I I I i I I \ I _-3,ti '' / ' --- `\ - TER DIVERSION E2 -
\ \ \ \ I ' ` \ I I \ \ \ PROTECTION FENCE (TYP) \ 1 , 1 , 1 I I 1 \ \ \ _ / , CLEAR WA --- y
'\ `\ `\ \ \\ I ----\ \\ I I I ` ' \ ` \- - - �` `\ I I 1 I 1 I I I 1 I I I I I I \ \ \ \ `--_`__- --- _-311 / , _''--_ \`\ \\ \ I AREA = 56LI46 5 ft \\ = 1 i j I i ' -, -��-Wl REGP -- / -1
\ \ \ \ \ \ \ \ \ \ \ \ '\ \ • \ \ I , 1 1 r I I I `\ \ \ ` ` ------ � - r-_ -` \ I q. \ -_'- '' - - / '' ' / /'� ' 304-'_-_- _
-360 LF ®7.4R5 SLOPE
\ I \ I \ 1 I �, I , , \ \ - \ \ I HYD L= 500 HT= 30S `_ / - /_'� � � I , , -2 FLAT BOTTOM w 3:1 SIDE SLOPES T
\ r� \ \ \ I I \ I \ \ ` I 1 m I 1 1 \ \ HETLAND5 ' 1 _ / , ,-, 1 , I
\ , 1 \ \ \ \ \ \ \ \ SC�F-' �-. I I 1 I I N 1 \ \ - - - -- - - \ I I SHEER 5TRE-'S A5 = _-_____- -
\ \ \ I _ ,- -
\ \ \ 1 \ I i -�\ I \ \ I\ `\ \ `� N � 1 `� i 1 TEMPORARY DIVERSION _-_ \\ I I I \ _ : ' / i I ' / - GRASS LINED CHANNEL I' DEPTH / --
I I I \ \ \ I \ \ \ \ \ \ \\ 1 , 1 N i i , I i i I -------- ___308---- - i i 1 I DEPTH OF FLOW 25 \-s , i - �•303-' ----- ---- -
I I \ I 1 1 ! \ I\ \\ \ \ `\ \\ \ I 1 ' I I I i I I 1 1 I DITCH (TYPj _ _ _____--'' -' / '/ ^ \ 1 1 I \ I , Q2 = LIq GFS s_' i / / / b = -1.03 OF-5 - _ ------
I I \ I\ \ I i D STONE LINE LEVEL \SPREADER \ `\ `\ e 1 ' I I i I I 1 I I I 110 I I I I --_-------"' 3°� '''''-/ ----- \ : I I I i , QIO = ISS GFS _ / / / / , Qas = 8,11 GFS _ -----
\ \ \ \ 1 I \ \ \ - \ \ , 1 1 ro 1 1 I I I ------------- --'' / - _ - - ------ \ I 1 1 i \ = ' / --'' --'' -,' '--
ENTRANCE WIDTH= IO \ N , I I 1 1 s-'' - - I I I 1- //,
I I \ N� I - -- 1 I N / I I I I I I 1 1 1 I \ \ _-30 / - \ 1 I I\ 1 1 I \ 1 \ -z_/ / / % / , __---29�---
\ \ I of I I i END HIDTH=31 \ \ \ I``- \\ 1 9 N i / I I , I 1 1 1 I 1 t \ \-------- / - - -- = LT FBJGE w OUTLETS ZOO LF
\ I I I 1 , \ \ \ -- \\ j I 1 I I I I 1 ' I I I 1 I = I /, ; , 'SILT . �'=_ _-------I--
I I \ I I I `\ �, STAGE I SEDIMENT TRAP I I I I I I , , I \ ' ` `-- - - 305- - ' - ,-- _- I i ' 1 i I 1 I I 1 \ = / ' % AREA = 24382 5 ft I -_ -- - --
\ \ 1 1 DEPTH-S \ I 1 I I 1 I ` I \ - ''' - ' ` \ , , I I I \ I \ _ / , , / i / /'1
\ \ , - \ \ 1 1 I I I \ \ - --- - `\ I I I I 1 1 I I I I I I I I = / i i / h' // - 3� 'I' �.
\ \ \ \ \ i \ - 2 PLACES I I I ' 1 I I \ I \ \ `-------------�4•'_- _-i --- / `: \ 1 I I 1 I I I I I 1 I I I I \ / / / / / / .%: '--------- ' / - _-z97
\ \ I I LENGTH=10 \ \ , I I 1 \ \ \ \ \\ 1 1 I I 1 I \ 1 / / ' / / , : '' 1�,
\ \ I \ " \ \ 24X 12 X 2 DEPTH 1 11 I I Q \ \- �-
__ \ I I I I I 1 1 I I I I I I\ `\ I , i , /i i i ',,'�� '//i �, �.9 _ ----------_
\ \ I I I I 4 TIMBER LIPPING \ , 1 , I , I \ 1 \ \ `- - 303_' I I / / / / / I ,-------- %I� 2
`\ \\ \\ \ I \ \ \ ` \ \ ` \ 1 I 1 1 I --I \ I ----- _-_' , -_ . I I ' / / ' / ' j / � j I ' , / , - / .I/' , - - -
\ \ \ \ \ \ \ \ DESIGN VOL. = 25q GFI , I 2_-_ / --- _ I I 1 1 I I i \ I / ' / - / - r : ' - - -
r \ \ \ 1 -0 \ \ \- •.30 _ _ I I / / '� Lim -/
`\ `\ \ I I \\ I I I I \ \ \ \ / ---- - , \ \ I I I I I% ` \ / , / , / , / , /
`♦ \ \ \ \ \ \ SURFACE AREA = 288 SF I 1 I 1 , I 1 I - �'-- / / / /�� ` \ \ I I \ BAFFLES AT 6' 12' 18' I 1 I I 1 I GLEAN WATER DIVERSION _ , / / - ---- - I I \ I I 1 1 I 1 ' I I I ` \ ` % / `h / I i ' / IACI SWALE 4 ,- Al% f ry' '/''/ /-------------
\ \ \ \ \ \ I I \ \ \ I I , I ' - \ ' I I \ I I , I ` \ \ / / , , / , / / / , %---------
`♦ \ OUTLET SHALE 3 I OUTLET SWALE 3 I i i i I I i 1 I , I I I \ \ I I W/ LINER (TYPICAL) /,, - \ I I I 1 1 I 1 I I I I I I \ \\ \ / / / .'; / , / / / ;C / / -- ---_ _72
\ TO BE USED AS TEMP. GLEAN / 241 LF ® 4.q3% SLOPE 1i ' I 1 I I I ' ' I I I \ I `\ \ � � _1` SILT FENCE / TREE 1 I I ' I I \ ` \ s / / / _
\% I I 1 1 \ \___, / / / / / / / / / 265 LF ®5.14SK SLOPE __.
HATER DIVERSION w/ REGP 2' FLAT BOTTOM w 3:1 51DE SLOPES I I I I ' I I ' ' 1 I \ ` \ \ `\ \ \-_ - PROTECTION FENCE (TYPa 1 \ I I 1 I I \ a, \ `\ _ / / i / ; / i / i j2' FLAT BOTTOM w 3:I SIDE SLOPES
`\ \ I , I I I \ 1 I , \ \ \ \ \ \ /_' '� / / 1 1 1 1 I 1 I 1 1 ` ,s \ \ _ / , / / / poi I / , / -','' -'�
\ \`\ \`\ y/`\ I I \ \ i I i i i GRASS LINED CHANNEL 2' DEPTH I I I I I 11 I I , \ \\ \\ \\ \\ \ I---- ____ / - ' i 1 1 I I I 1 I It t \ I ' \ I \ ` ` 5 ,/-/ � / ' I ' / / 6RA55 LINED CHANNEL 2' DEPTH
1 1 \ \ ,'' / % , I I I 1 , I \ \ �•_ / / i / i I OUTLET SHALE 5
`\ `\ \ \ \ \ \ I I I i ' i i I i Qlo = 8.37 Gf5 ' i I I \ \ \ \ \ \ _' - / \ I 1 1 \ \ \ _� / / / , / / / / I Qlo = 4.36 cfs ---
\ \ \ \ \ I I I I i I I I SILT FENCE \ \ ` ` \ ♦-_``----298------ \ I LIMITS OF , I 1 \ \ ` / / / ' I / / / / / / TO BE USED AS TEMP. GLEAN
\ \, \ \ \ I I I I I I I I I ' Q25 = q.65 cfs I 1 \ \ \ \ `\ \\ \\ 1 / ,I-,' i \ \ 1 \ 1 ' I \ \\ _ : I % / / i --
s \\ \ \\ I I I I , I I I ( , , w I I I 1 I \ OUTLET (TYP) \ \ \ \ \ ___ /\ \ \DISTURBANCE (TYPjI 1 \ I I I \ I ♦_ _ I / I I / / i Gi215 = 5. cfs WATER DIVERSION w/ REGP
\\ \ \ \ \ \ \ 1 \ 1 I \ I ' \ `` \ \ \ I 1 1 1 1 1 \ \ \ \ \ \ •\ \ \ \ \ \ \-_ ` -,/ ,- i i - \ \ \ 1 I I I \ I I I I I 1 \ I / / % % / / / , / % % % 293''' 1 , ; / _.
\ \ I I 1 I I 1 \ \ \ I 1 I 1 1 \ \ \ \ \ \ \ ` \\ \ ` \ TREE / ' , / *' \ \ I I \ 1 I 1 I I \ / , P I� j1 F �•� D I' / , '
\\ \ \ \ ` I I I I 1 I 1 I I I 1 \ \ \ , , -1[ \ I ` \ � \ \ / / / / I I / / / , / , � -- _' -_--
\ \ \ I I \ ` \ \ ' ` \ ` \ ` �PROTEGTION FENCE / /` I I \ 1 , \ o I \ / /-�-g� '
I \ 1 I PERIMETER SILT FENCE \ r \ \ I I I \ \ \ \ I I I \ \ / / / / / /
\ \ 1 \ \ I , , \ \ , I \ I \ \ \ \ \ \� I \ \ W OUTLETS tb60 LF `\ \ `\ `\ ` - (ITYPIGAL) _- ; -' .� ` \ \ 1 \ 1 \ \ I \ / / / / , / / , -__,_
\ I I I 1 I 1 \ I I I I I \ 1 I \ \ \ \ \ \ \ \ \ \ ` `- : \ \ \ ` \ \ \ \ \ \ \ \ \ I I \ \ \ / , , / - ; �� _
\ \ \ I ' i \ ' I \ 1 1 I I ' \ I I I ` \ \ \ \ \ \ AREA = 2413, s ft \ \ \ �` \_2g4`-. ------- \ \ \ I \ \ \ ` \ \ \ I \ \ I \ \ \ \ \\ \ S I i i i i I 1 s / '
\ \ \ \ a \ / \ \ \ \ \ \ \ / O
1 I I I I 1 I \ \ \ \ \ \ \ �\ \ �\ \ ` \ \ \ \ \- ----- , \ \ \ \ \ \ \ \ \ \ / / / , / `o ,
I , I 1 I I I I I � I 1 1 \ I I - \ \ ` \ \ \ \ \ \ ` \ \ ` ` �D �---------_----_--''' ,, /1 , '� �\\ \ \ \\ \ \ I I \ \ \ \ \ \ \ I \ \ \\ \\ / / / / ' 9 . D STONE LINE LEVEL SPREADER --
1 1 I , I I I I I I I 1 `-- N \� - I \ \\ \ \\ ,\ \ \ \\ \ \ `\ \` \ \ - _ \ \ \ \ \ \ ` \ / / / / / / / / 1 . CULVERT b I 50 _
I -r N I 1 1 I I \ \ \ \ \ \ \ \ ` \ ` `- - _ / '.'--, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -ram , / / I 1 48 LF 18 RGP ®2.25R5 I / -ENTRANCE WIDT}f= 10
I I l 1 I 1 , I \ \ \ \ \ \ \ \\ \ \ \\ \ \\ \ \ \ \ \ '--------- ''_ \ \ \ \ ` ` \ \ \ \ \ \ \ \ \ \ \ - / I \ I i END WIDTH=3'
I 1 1 I 1 \ \ \ \ _ �/ \ \\ \ \ \ \ y INV IN = 306.66 \
1 / / / I N I I I I I I I \\ \ \ \\ \ \ \ \ \ \ \ - / �, i I \\ \\ \ \ \ \ \ \ \ \ `$ \ / / , I 1 1 \ \ 1 --
I / ' , i I T' I 1 1 1 I 1 ' I \ \ \ ` \ \` \ ` \ \\ \ \ \\ ` `\ \ `\ \ \\ \-- / �_'' __ \ - `\\ \\\ \ \ \` \\` \ \ \\ \\ \. �, , � \ \ \ \ I \ \ \ \ \ \\ ``- = / / / / / ,' /' / / , I QIO INV O 4 36 G� S58 \ \ ` \ I DEPTH=.S
/ - / I i \ I I I I I 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' : `\ \ \ \ \ \ \ . \ \ I \ I I \ \ \ as---�-----'''' - \ \ \ \ \ / / / \
I / I, / ; ___jv 1 \ I I 1 \ ` \ I I \ I ` ,-----\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o♦ ss- - . ` ` \ \ \ \ \ \ \ \ / / \ 4" TIMB R --
I / / / , \ 1 I 1 \ I I \ \ I i \ \ \ \ \ ` \ \ \ \ \ \ \ \ \\ \\ \ -0 --' '- ,', �_ / y \ . \\ \ \ \ \ \ % , \ \ I \ \ _- / , / I 1
/ / / ,- I \ \ , \ \ \ \ \ \ \ \ - , ,' \ ` \ \ \ \ \ \ \ \� "o \ \ \ \ \ \ \ \ \ I I / l l 1 1 \ \
1 I , / - I \ I I \ \ \ \ \ \ \ \ \ ` \ \-'_-\-- _-- / \ \ \ \ \ \\ \\I N I \ \ \ \ \ \ I I 1 \ \ - / / i i i l �' I Q25 =15.03 GFS \ \\ \\ \ ,\ 4 TIMBER LIPPING ; -
/ I I I \ \ 1 / \ \ \ \ \ \ \
/ / 1 \ \ \ \ I 1 \ \ \ \ ` \ ` ` \ I \ ` , \ \ \ \ N \ / / / 1 \ \ \ \ I I I
%�-� IIIIIIIII� i ", \ \ 1� II� I� \ \ \ \- ) \ I \ m \ \ \ \ \ \ \ i \ 1 I 1
\ i�L� llr� i�Z \ �� �f �� -`� I�L� \ �➢i% i�Ll.\ iL ` �>! = r i�r / J� I \ I � I i I
MATGHL I NE (SEE SHEET 3)
LEGEND:
-LOD
LIMITS OF DISTURBANCE
-SF -SF-
SILT FENCE
-SFSF-
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH w/ LINER
F­.��
CLEAR WATER DIVERSION BERM w/ LINER
I=- . y.:..,3
CLEAR WATER DIVERSION SWALE to OUTLET
320
EX CONTOUR LINE
�2o
PROP CONTOUR LINE
HORSESHOE INLET PROTECTION
ROCK CHECK DAM
®
MATTING
TEMPORARY SLOPE DRAIN
- TP - TP -
TREE PROTECTION FENCE
NOTE:
ALL CLEAN WATER DIVERSION SWALES SHALL BE INSTALLED WITH RECP LINING
IMMEDIATELY UPON CONSTRUCTION.
100 0 100 200 300
SCALE 1 " = 100'

MATGNL I NE (SEE SHEET 2)
�,� IT--
1 \ \ \ \ \ , i N \ \ \ \ / , , / 1 \ \ \ \ 1
t , 1 / `\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \_` / �, \ \ \ \ \ I N w i t \ I I \ \ \ \ \ \ , \ , \ \ \ / , / 1 1 \ \ \ % i
/ \ \ \ \ \ \ \ \ \ -__-\ \ ` I I I Irn rn `- \ t \ 1 t \`- / / I \\ \ \ /
\ \ \ \ \ %' \ \ \ \ \ a \ \ ' '
, \ \ � ; \ \ \ \ \\ \ \ \ <o _- . ` 1 N � � � \ 1 \ y,�' i i i 1 , T FENCE w OUTLETS t400 LF 1 ; ,\ � ` . \ , / f _-- _ _
___ N 1 , \ \ \ I A
/ / 1 / I \ \ \ \ \ \ /
I / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -'' �,%' \ \ I 1 m N , \ \ \ \ \ \ \ \ 1 \ 1 ' \ / t t IAIRi=h = 17857 sC�, ft I , \ , \ \ \ _ ---
, \ / , `\ \ , , \ \ \ , \ \ , , , \ .' . \ '/ \ \ I m N I I \ \ \ \ \ \ I I 1 \_ I / 1 I I I ' \ , . \ ` ` . / /-- ----- -
\ I I \ \ \ \ \ \ _ _ ___ ' N 1 \ \ \ 1 \ l l / I l 1 I I / \ \ > / /
\ \ \ , I I \ \ \ \ ` \ ` \ \ \ --_- - - \ , I w I ' 1 I 1 I I 1 `\" F 1 \ \\ `\ / / % '--_-_ --_ --_\
\ ` f \ \ \ \ \ ` \ \ `\ // "I ' , I I , 1 \ \ I I / I 1 ; I / I `\ `\ `\ ` f - _-_
\ \ \ \ \ \\ \ \ ♦ '0 " N I 1 \ 1 \ I I / / / / 1 I ' , / / \ \ \ \ 1 I / / \.
\ \ / \ \ \ ` \ \ \ \ \ \ , \ \ - /' -�, , N I I I I 1 I ` ` 1 I 1 I I I 1 � \ . / , , / I , I 1 1 I I 1 \ 1 _
\ \\ \ \ ` � --- -'' \\ w I I 1 I 1 I _ / I 1 / / ' % I \ \ \ , / / \ -
\ ` I \ \\ \\` \ \ \ \ , \ ^' I I I I I I I I I I J l / I I I / I I / /
I \ \ \ \ \ \ ` \ � >>.� I I I I I I CLEAR WAITER DIY F i / / / / � / / /• / , I , \ \ \ , / / / � � � ``�
\ I I \ I \ \ \ -- \ , I ' I i ' i i 1 I i ' I I , / / 1 4 / / , \ I 1 i i � , ,�-- -- \ 1 \ , t \ \ \ \ \ \ ` N1 \ \ ` ` = ' i I I I I I , / I 1 , I 1,� REGP _ SIi / m / I I / \\
I \ \ \ \ \ \ \ `. / ' I I I 1 / I I I 1 1 t•- , / / 1v / \ I 1 / . \
1 t I I I \\ 'O O ?s ' ` \ ' i ' i i i i / I I AREA = 50058 5 ft / / / / / ' / / i / ' / PROPERTY LINE I N 1 / / / ,
I \` \\ __--- . i I i i i i I i /✓ If I/ i f i i a _ �, I I / I I f / 1 / i m I _
1 1 I 1 1 \ \ \ \ \ \ . \ \\ \ \ ._ --- �` 'I / 1 I / / I , / / / / l HYD L= 3-10 HT= 10 J / I I f / / / I I j / . . i I I I I I I , I / / ` ` \
I i I I I \ \ `\ �\ \ a, `\ \ `.� / . o I / 1 i i i i i i i / / I I / I SHEER STRESS 1.10 s ' ' / / / / / , , , 1 I 1 1 t I / / f / i \ \ \ \ \ \ __, 1 / / / / / / / t / , I f / I , / OUTLET SWALE 1 / , , / f , l 1 1 I l 1 I / `
1 I 1 1 I \ \ \ \ \ \ \ -' \ \ \ ,__ / / -/ ` 1 I 1 / l / l / f / / / / / , / / I 1 j / / I I I i / / j „ i % l f I 1 1 / I 1 I I. \
i i 1 i i , \ \ \ \ \ \ \ \ `\ \ \ \ -- _ _-----✓ \ ; \ 1 I I 1 I / l / / , / , / / / / / / / I I DEPTH OF FLOW .66 / / / i / / / , , / TO BE USED A5 TEMP. GLEAN / / / I / I I I I I I I I I /-�'?>z,
\ 1 I 1 \ , I \ \ . _-- / / z \\ \• / / 1 / l , I l / / / l 1 l l % 1 1 _/ I
\ ` \ \ \ _ / / ' ' ' Q2 = 3.41 GFS 1 / i i WATER DIVERSION w/ REGP ' ' , / I I I 1\ I/ \ \
\ \ \ \ ' I 1 - \ \ ` \ \ N \ \ \ \ \ ``\---____-- \ e / . '\_ \ I / I / / I / / / i i ' i i i ' I ' OUTLET SWALE 5 i / I I \
\ ' ' ' I I I I ' / I / / / 1 / I 1 1 ' / / / / 1 1 \ \ ` Il \` \` \ ` . J
\ \ 1 1 1 \ \ \ \ \ / ,,-% �! / I / / / / QIO = 4S2 GFS /�+ I 1 / , �'r/ / I I I \ \ \ \ \ \ 1,
?�
\ \ \ ' t 1 \ \ \ N � \ \ \ `\ `\- \ -tit _ / / I I 1 O I / { , 1 / I f i i i i I I i I i i i / /
\ \ \ I 1 1 \ \ N o \ `\ \ ` ` -- '' i' \ l 1 I , I 1 / l I I I 1 / , 1 1 \ I 1 1 1 I I , 1 / / i , , \ \\ \ \ I \ f \`\` _ \`\
' t ► / 1 / I I / I I \ I i i I i / 248 LF ®4 44 %SLOPE / / I I \ \ `\
\ t om\ \ `- _---- - I 1 / I I I/ 1, 1 / I I I I / I I I I I 1 \ , I I I I , I I I / / 2 FLAT BOTTOM w 3:1 SIDE SLOPE � /
` I\ I 1 1 \ I\\ ` \\ -\_------_-- - ' I I I I I I I I I I I t \ I I \ 1 ' I' I / ' ' ' i I % d \` `` \` \ I % \\
\ 1 1 1 1 \ , I I I I ro i -/ , , \ \
\ \ \ \ 1 \ \ \-__-____-_ ,�5 I 1 / / ' ' / I I 1 I 1 ,\ I 1 '\ \ I N , ' / / \ /
\ \ \ \ t I I \ \ %\ \ \ \ \ \ . \ \ _ - ____ f I I / I I I I I I i I I i \ \ I I i \ \ i I I i 1 GRASS LINED CHANNEL 2 DEPTH / \ \ i / / `\
\ ' \ \ \ \ _ -- - , ( { I I I I I - - ,�- I I I I I / \ `
I 1 I I 1 1 1 j \ , \
\ \ \ \ ' I 1 : `\ \ \ , \ \ I I I I 1 I I 1 1 I 71p I I I I I 1 \ , , \ \ \ 1 1 \ l \ \ QIo = 2.16 Gf5 --- 29\' I I /
, \ \ \ , I I \ \ \ \ \ ` \ \ \ --- I I I I I I I I I I \ I \ \ 1 \ \ \ \ -- . 1 I 1
,\ \ I I I I N N \\,\ `\ \` `\r ------STREAM GRoCJ�' IN�7 I I _ / b I I I 1 I I I 1 I 1 1 I I I, I I I , \ ! I \ \ \ /-'D STONE LINE L�.L �J' PREAD� I I I I I I 1 ---`\
I I I I I I \ 1 t \ I I I 1 t
I I I I I I I & i \ \ t,\\ \ \ -- n 4-' ,Q• \ I\ I \ I t 1 G I I I \\ TEMPORARY I \ \\ I\ \ \` \ a \\ \\ Q75? 2 G$ i ,' 50 , , 1 1 I I \
, I 1 I I I 1 1 , \ \ \ \ \ , \ \\-_ -- 48 LF IS RGP ®3.04% _-21 / ' \ \ I i i i i i i I O Tp 1 t \ \ \
_ \ \ \ 1 I t I �I I I 1 \ ` HORSESHOE INLET ---%'' \ ` `�' \\ t-- �F - LOb \\ `\ ` i i ENTRANCE WIDTH= 10, / 1 I 1 i I I / �\
I I I , I I 1 \ \ \ \ ` ♦` --------'INY IN = 275.T1 _--__,273-' ` \ (l{_ \ \ \\ \ \ \ \ \ ' I I I 1 I ' t I I 1 I 1 I \ \ \ - 2e \ , , / I I I I I / \
I 1 1 I I I I I \ \ \ \ \ _ _ -' \ I \ \ \ I 1 1 - \ , END WIDTH=3 I I I I I I , ` \
I I , \ ----- - _ \ 1 1 1 1 l \ PROTECTION (TYPj , \ \ \\ I I 1 , / I I I 1 I 1 '`- \ \
1 1 I I I \ \ \ \ --INY OUT = 274.31 __----•272- ` \ ` ` , , \ \ \ i I I , 1 , 1 1 , O `� \ I \ ` ` ♦ . \ \ \ 1 1 / /
I I I I I I I I I 1 \ \ \\ \ ``\ - --__ \ \ \ \ \ , \ \ 1 1 \ \ - _•
I S \ , DEPTH 5 1 I I
I , I , I \ \ \ . _ - - , • , ` ` \ , \ , \ \ \ 1 I A I I 1 1 t 1 \ I \\ \ � � -�� \`\ \ `\ \\ ` \\ \\ I / 1 = / 1 I I I I I f \`\
1 I I I ' \ , ` ` ` ``_--- ------ _-- -271 - ` \ \ \ \ \ \ \ \ \ \ t \ I I i \ I I 1 \ , \ I \ \ \ ♦ \ \ \ \, ? \ \ \ \ , L'ENGTH=10 / I I I '�`\
i I I i I I I I \ ----- \ \ ` \ , \ \ I t 1 \ \ \ \ \ \ \ \ \ `\ \ - _ / i ' i l /
I I 1 \ 7g `. \ \ \ l ,-
' I I 1 I 1 I 1 \ -- -- _---- \ N \ . . \ \ ; \ ` \ ` ; \ \ \ \ ` \ 4i TIMBER LIPPING , I / l \
I I I 1 I I ♦ . \� w \ \ \ \ \ \ I 1 I I 11 1 .o 9 \ � `\ \ T \ ` \ \ N, - . 4. \ \ \ \ \ \ - /
1 I 1 I I 1 \ \ - ,,_ -- (I) PROPOSED 48 LF OF • , \ , \ _ , \ .% \ \ \ spy 1 / _- / �. / , / /---
i I - ` \` ----'' --' \ �\ \ \ \ \ \ \ \ \ I ' I w 's' \ 1 \ \ \ \ \ \ . CULVERT 7 \ \ \ \ \ \�, / � / / /
30 CULVERT WITH \ \ , ` ` \ , \ N - \ ` , \ ` \ ` \ \ \ \ - / , \
1 1 1 I t I i i i % `\ `\ __- _ \ \ \ \ \ \\ it ' t %\ \ \ ` `48 LF IS RGP A I.O% \ \ \ \ \ \ \ I ,: , � �,I ' / i I I I I / \
I \ \ I I I i { i ' - `----''/ / _ INVERTS INSTALLED \\ \ `\ `\ \ ! ! i �. � I S , I 1 i I I � � I d `\ \\ \ \ l \\ ♦ \ \\ \\ `\. \\ \\ \\\ `\ \\ \\ i r i ' -_ - i � � i I i
\ I I \ INV IN = 300.60 \ /
\ I / - 6 BELOW WETLAND BOTTOM ♦ 1 1 \ t \ 1 \ , , \\ \\ `\ \ \ \ \ ?'o `\ \ \ \ `\ `\ ` ; ,� \ t 1 _ ,! /� / I i 11 ; \\„ I 1 I I \ ` . -- \ \ . PERIMETER SILT FENCE I \ \ ` \ \ \ \ 1 .,9 \ ; \ \ \ \ ` a \ \ \ \ t \ \ -�� , i i , /
I t 1 1 \ \ i \ _ AND MIN. 12 GOVER (TYP) `\ ` ' I \ \ `\ ` `\ `\ \ \ \ \ I ?e `\ \ \ \ \ \ i III ' _ - '/ / / '
\ \ t � t __ w OU11.ET5 t 560 LF 1 \ \ \ �\_ \ INY OUT = 300.12 \ \ \ \ ; ` \ \ � \, \ \ \
\ \ \ \ `\ \ `t ____-- - . _ . AREA = T35� s ft I ` \ \\ `\ ` \ \ \ / /
I \ \ \ .l ,,, \ 1 \ � \ \ \ QIo=2.I6GF5 / \
\ , '\ / ♦ . 1 ` q \ I \ ` \ \ `\ `\ \ `♦ \�\ / 1 Q25 = 2.4q GFS \ \ \\ \ \ \ \ \\ \ \ \ \ \ \I \ l I I /'- / , /
1 I%� r, \ ` I ---- ` , . 1 \ \ \ i ' N 1% \ ' I \ I \ \ SILT FENCE \ \d � I \ \ \ \ \ ` \ \\ \ ` \ \ \ ` \ , i ,' `
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1 \ \ \ ♦ \ , \\ . \.
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/ I I I \ \ , , , \ 1 ` \ , \ / / I ' i 1 = _ SILT FENGE/TREE PROTECTION FENCE / / / i \ `• `♦ \ ``\\ \` \• \ \
I ; I I I I I I 1 1 1 1 1 �--.----r-\ \ / / ' / ' / ' % % % I f 1 ! SHEER STRESS ft , \`\ \ ,/, / ' - \`\ \`'I \ \ \ ` \ @ .\. . ` \ \ , `\ \` \\`\\
.I ` \ OUTLET SHALE 8 I / , I "• `\ g` \ \
I I I I 1 , I I I \ I \ \ TO BE USED AS TEMP. GLEAN I 1 / --- \ \ \ `\ \ `\ ..� 8,r` ♦ ` ♦\ \`\ \ \\\ \ \
I I 1 / f ' / / DEPTH OF FLOW .34 ` `
, / / \ \ \ \ . \ ♦ ♦ \ \ \
I I I I I I , I I I .1 t ' 1 III- 1 . . .\ \ \ WATER DIVERSION W/ REGP 1 I I , i i ' i � ` , \ ? ` \ \ `\� `\� .\ ♦ ♦ ♦ \ \ \ \ , \ \ \,
1 I I 1 /- , I / / / / / / / , / / / IHYD L= 425 HT= 15 \ -. / ` \ ? . . \ \ . \ \ \ \\ \ \ \ \ \ \
I I I I I I I I I I 1 5 I , I , ♦ \ • OUTLET SWALE 6 I / / / / / / / / / I = \-- -•297------ -------- ''i,/ / \ \ \ ♦ .. \\ `\ ` ` \ \ \ \ rP \ \\\ ` \ `\
I I 1 4 1 \\ / / / / / I Q2 - O.qb GFS wa _ i / \ \ `. `\ ` \ ` \ \ \ \ \ \ . \ N
I I 1 I I I 1 I. 4 . \ \ I I / / / / / / / / / `, \ - I \ \ . \ \. \ ` \ \ \ \ \\ \ \ `\ \ \ \ `
I 1 1 I I I I 1` F ` , , ` I \ ` \ 1 1 / / i / / / l I ,\\`: \ \\ .\ . \ \. ` \ \ \ \ \ \ \ \
i I 1 I I I I I \ \ 242 LF ®5.qq %SLOPE I t / / / 1 QIO = 128 GFS At
Ill I 1 1 I 2 FLAT BOTTOM w 3:1 SIDE SLOPES / i - % \ \. \ \ I I I \ \
/ I I I , I I . I . I . . \ 1 / / ' / 1 a�\ \ � - .- / i / \ \ \ \ ` . \ \ \ , \ \ 1 1 1 1 \ I
/ 1 1 1 , 1 I I I I \ 1 I 1 / / / / / / , �i \ ♦ \ r9 \
, / I I I \ \ I I r / / / / i a � CLEAR WATER DIY H ' \ ? \ \ \ \
l I 1 1 I I \\� \ ' 1 1 1 / ' / / 1 \\ ._ I ''i, \ `. `\ I I 1 1 I
I 1 / I / , I ' I I , �` / / 6RA55 LINED CHANNEL 2 DEPTH I I f I / / I ' 1 , \ \ • - __ l I ` ` \ \ \ \ \ \ 1 1 1 1 1 \ I
I / / , l I 1 I I f / I l / , I I , / / / / / I I `��,�� \` \ \\ '�I// `♦ \\ \ ♦ \ \ I t \ I I 1 1
1 / / , I I 1 I l' l l ; / \ QIo = 4.20 Gf5 I I I , / / / 1 t !`�,\I�% \ .._ \ II„ .�` \ \ \ \ \ I 1 1 1 I 1 I I
/ / % % I I I I 1 I �I `I / / ` / ` ` 1 = i Y 1 I I I I \ \ \ = ``----------------------- - = t % -
/ / / 1 1
/ / / / / / 1 I 1 1 I I , Qas 4.84 Gfs jk � Inuiiliuiii'iinuiiinniliniii iinni'ii�1��I,I`1��II `\ `\ 11i `` \ R 2TRE5 �82q f ,
/ �Iq�q \ \ \ 1 I I 1 1 I I I I n I I I I
/ , , / I I / , I 1 % I 1 I I " I 1 \ \ \ I 1 1 1 I 1 1 \ \. _ \ 5 \\` \\\ \ Ij 1 I 11 I 11 I I 1 1 1 1 1; 1
/ , , / I I I / l / , f / / / I , 1 1 I I 1 1 1 \ �. \ \ \ \ \ 1 I I \ = Z `\ -_-_- _ I I I m I I 1, t l I I
/ I I \ - DEPTH OF FLOW 30 CLEAR 1 1 I I I I/ 1
' / �/ i/ N �' I I j / D /T f` Ll i' LEl/�L SPRE ADER t 1 i i ' I i I i I i I, \ \ I I\ I <I i I i � I 1\ ``\ �. •-------. ---------------------- zs: __------------- ----- _ / I I 1 I N'' I I I I I I 1' I' 1\
-''- . / I / l I / 1 I I I 1 I I I I \ \ \ \ \ \ \ \ \ \ \ ` \ . _ ` HYD L= 800 HT= 23S - WATER DIY I - - , I I I I I I III I I 1 1 I I I ' I ,y
e i i / / f / /ILrTfk 10'. . I I \ \ \ \ \ \ N \ ' i \ \ ` \ \ \ -------------- --'Q2 = 4.22 GFS --- AREA --W/ REGP _ _-__-' i I l' i i i i i I'll 11 I I I i i N I i i
\__---292- / I 1 1 I I
---
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'-'' / / l I / I ' \ t \ \ t \ \ ` \ -- ----- '---- _ --- AREA = 8336q s ft - , / / l / I 1 I 1 1 1 I I I ; /
m / / \ \ \ I m \ \ -- -- --QIo = 5.60 GFS --- _ _ / l I l '
\ \ %\ \ \ \ ' I l 1 1 I 1 1 1 1
\ \ t 1\ \ I I\ \\\ \ \ \`\ \! SHEER STRESS 84 ✓' i' i' / I I i i i I I i i I i i I I I A
/ _ r , / / , \ I \ \ \ \ \ \ 1 \ \ �'i \ \ \ \ \ `� \ � \ DEPTH OF FLOW 48 _ / / / n I / I I I I 1 I , I I I I 1
- 71a' / % I / f A f / I I \ 1 1 \ \ \ \ \ \ \ \ I -� \ \\ \ \ \ \\ \ _ - , ' , ' N l I ; I `� I I I t
/ I = - - 13
/ I ,'Tlb/L1PPIi3 I \\ \ \ \ \ - - -
\\ \ \ \ \ \ \
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\ \ \ \ \ ------ HYD L 5q0' HT - ' / / `" / i I i I '
\ , \ \ \ \ I \ \ \ \ \ CULVERT q' / / / / / I is I t I ,
\ \ \ \ \ � Q2 1 q2 GF5 I ' ' / f� I I' 1 I I I t 1 1 I t' I
--7. S I \ \ ` ` ` \ ` \ ` \ I % N \ \ \ \ \ \ \ A ' 40 L 8" RG-------- --------- - _--------- l / 1 / I Iv n I I I
1 / / I. ., . ., \ \. `� \ \ , `\ ` \ , ` ` \ \ \ \ 1kr \ \ , \ \ \ \ `\ \ - _---- ------ - \ _-QIo=2.54GFS = , I' / II 1. I I I
----------- I / A i l , \ \ \ \ \ \ \ \ \\ ` \\ \ , ; , p0 I \ \ \ \ \ \ \ �: F I P 1.65%'' --INLET _ - \-----_- = /' l i i / i 1 i i i 1
/ I /I ' . ' \ \ \ INY IN = 276.00-'' � - - _ --_ - / ' I , ' I � i I ' I I
' / I I l i \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ ` \ `\ - --- _ , I I i / I i I
----------'' / /l t t \ \ \ \ \ , \ \ N \ \ \ - - -- PROTECTION _ ----_ ----- -___ ' ' / I , , 1 I I I
/ / / l/ 1 ; \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \` 'G h INY OUT 2�5.34•.� '� ---- %f1,P.) __ ?ss `��` \` \�se,�` _ I i , /III 1 1 1 I I III ' I
•------- __ / \ \ \ \ QIo - 2.16 GFS/ -- - ---- \ - o / / m I I I t I t
. \ \ \ \ \ \ \ \ \ \ , NZ = 2.4q GFS --- ss, _ ; / / N I l I / / I I "' I I I
/ / / \ \ \ \ \ \ \ \ /' \, v, / m l I I t 1
/ / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ � v / / _ 4---------- \� �`_` .\ \� �, / / / I I I I / I I I
-- 90
-----/ / / I I1. / \ \ \ \ \ \ \ \ , / , / N I
// \ f-----\\\
•----- --- _____,•`� , / / / . A ' \ \ I 1 1 I I 1 1 I , \ \ \ \ \ \ \ ` \ \ \ , \ \ \ _ o , /- IIII i . `. _ ; / ; . / , ; ; ; N / , / ' 1 I ' I
I , / , / / / . . . . . \ . 1 t I " t I I I 1 , \ \ , \ N, \ \ \ \ \ \ \ \ , 1111 . 81--- -----$- -_ -`` ` `\ `` __ - ' i / / / / / / / I / I I I
/ , r \ I I I I I 1 \ w t \ \ \ _ _ _ , , / , / / I
•__��%/'--__-_- ' I / / ' I I 1 I I I I I I 1 \ \ \ \ \ , \ \ \ ` \` \` \\ `` -- \ - ___701 i / , / / / / / ' / ' ' I
11
I% � - � % I I \ I I I \ \ \\ `\ \` ` \\ ` \ ---- / ' / -- -- --____ - \ \ \ \ /�-_ _ _'' // / , i i / / / ti ,
\ '� / '` /` - l I 1 1 I I I I ' I \ \ \ 2 ♦ `` \ ` ` \ _ �_a� ' h ' ' ` ` \\ \ \ \ -\ ' /, ', ' i �� ' / '/ / j / % I ' / /
r--/ / I `\ I I I I 1 I \ \\ \ \ \ \ P ' / \ / / , 0� , , / / ♦ / , /
\ \ ♦ \ \ \ \ / / K / / ' \ \ / /
\ / / I I l \ ♦ O \ \ \
\ , �, / / / \ \ I I I I I I I \ \ \ \\ \ \PERIMETER SILT FENCE `\ LSDD------- / I , ' ' , �� ✓ , i i : i I m I
%1 I ` \___{' / / / I '� --- \. \. CULVERT 8 \ \ ` \ ��� , / / j / ti / , / / ' ' /' //N / / / / I \ I I , , I I I 1 t \ `\ ? \ `w OUTLETS t 385 LF / / �`�__ If/ \ , , /
1 1 \ \ \ / / / \ \ \ i i / i i i ' ' ' i
\ \ \ ♦ / / ♦ n \ \ � b , / / , , / /
.` \` I / � I I / . . . I I I 1 I l \ \ \ 6 ♦ AREA = 362-1 s ft _ _ __ / -' �_ ♦ '`\ \ / / / , , , / / ' / ' / ' fL / ' /, f
\ / I \ q __.PERIMETER SILT FENG I y 40 LF IS RGP o 1.0% / �� / /
t I r , I I \\ \ \
`\ \ \ \ / / I , \ I I \ 1 \ \ \ s\ ` \ N. \ `\ \`?8. 0 w OUTLETS * 325 LF I I / _---- _ \ `\ \ \ I '-/ // / , ✓ / tit / / ✓ / / /
\ / / ` I / I 1 , 1 1 \ ? \ \ I = 5.62 In/hr \ \ t I / \ \ , / ' / `I. / / / / / / / /
♦ / / / I / \ \ , \ \ \ �? 1 1 I ♦ \ INY IN = 287.g0 ' ' / /
\ . \ \ / ` ` • \ ` • AREA = 1025 sq ft 1 ` I 1` ` _ r�i!: --- , ' ' / / /
\ . G= 52 \ ��-'---- I \ \ \ \ INY OUT = 28750 ♦ ,, / ' / ' ' � /
\ L . . . ` 4 \ \ \ \ \ I I . \ \ \ Q25 = 2.4q GFJ \j / - /
\ I \ ` \ \ \ \ I I 1 QIo = 2.16 GFS , / • , / / • / / , / /
` 11
`\ \ `\ ` ` \ / / j \ \ \ \ \ . 2 \ \ ♦ \ \ \ \ \ \ \ \ \ � / / / , / 1 ` / �\ \ \ \ ` ` \ ♦ ♦ \ /-283-'' /,/ / / / / / / ' , - - / /
\ \ , I '� . . . . \ \ \ \ ?s __-- \� \ DITCH 6 SEDIMENT TRAP / ' / ,--- \ /, / , / . / . ,, / ; ,
\ I \ \ \ a -CLEAR WATER DIVERSION SWALE L \ /
\\ \\ 1 1 / / \ \ _- \` \ \ \ \ \ \ \ \ `. s I � ,_.36'X IS' X 2' DEPTH i i i ` J1, \\ 'so \ / � , , , / / • : /- /
\ ♦ `\ `\ ` 1 1 I / / \ \ \\ \ \ ?B \ \ \ \ \ \ \ \ \ . \ `1, `\-r•- I l _ `, \ / / / / , , , / _ /
\ \ \ \ \ I I ' ' 1 y . . -- . _ , \ \ \ \ \ o DE516N VOL. = q07 OF I I I . \ 1 _ / / , / / / �, ti6
\ \ \ \ \ \ I t t / \ \ ` \ \ 2 \ \ \ \ \ \ `\ \ `. O / , / ,. `� \ HYD H6T = 10 \ I / . / , / / / _ / / / / , / _ _
I I 1 1 \ \ 1 , , \ \ \ \ \ ? \ ` -\ \ \ ` \ \\ \ `\ `\ \\ `\ \ `�' / \ , / / / / I I / / / ,, / ,
/ SURFACE AREA = 650 SF � �� � � `\ Q2 = 2.16 GFS / / i / , / , / /
I I 1 I t \ \ I I I I i I . . . . \ \\ \ \ SS \\ \ ` \ \ ` ` \ \ \ \ \ ♦ \ LL- 1 1 1 , / / . . \ •\ ?� \ •\ \ , , / , , / / - -- -- --- ' /
f I I I I t /� , \ ` \ ` \ \ , t \ \ • . . . \ , \ 9 _ BAFFLES AT q 18 2i , / , \ , \ , '`\ ` \ \ e \ \ . ,, / , ; , / / , / , / , , / / ------ '
i 1 I I I I I I I I , ` , \ . \ \ , \ . \ `, . `. `\ �- I = i ; ; ' / / / , .: _ \ \ \ . ?1 \ \ \ ` . \ _ , , , / ,
i % I I I ' I I I I / / '- -`\ `\ \ \ ?4 `\`\ \ \ \\ \ `\ `\ ♦ `♦ \ \ `\ / / / / ' / , ' -♦ \ \ \ `\ \\ \ \ \\ \ \ / , ,v / / / / / / / / - _--- - -'
/ / I 1 I I I I I / / \ \ \ \ \ ♦ ♦ \ / / / / i , \ \ \ \\ \\ `\ \ / ' / l 1 / / ' / ;1 /'' --
f I
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/ / I I , / . .1 / \ \ \ \ \ \ \ \ \ \ \ _ , / / / / f ,e--TZ\- . , \ \ . \ \ ` ` \ ` / / ' / ' I ' ' I /
/ I I , / I , I \ ♦ \ \ \ \ \ , WETLANDS , , \ ♦ . i / / I l , / /
% / / i I I / I I ' / I I I ♦ \ \ \ \ \\ ♦\ ` \\ \ \\ ` \ �� / % j ' / / \ \ , \ \ \ \ \ / % / / I I l l l / - /
/ / / l / I / , \ / I \ \ \ \ / , '\ / / \ \ \ \ IN \ N / I 1 / I I / / /
/ -/ i i i / I l 1 I / / . A . . . \ , 1 / / \ \ / / / / / ' I II I _------'I
- - / ; / I / I I I I umi % / WETLANDS \ . ♦\ \ \ \ \ \ \ \ \ \ III = / , / / / / /% ' h `\ \ \ ` `\ ` ; / , / : / , 1 I I N I 1 ; /
- ' i ' i % / / l I I f --- ` \ \ \ \ \ \ \ U _ f / / , % \ `\ \ `\ \\ \ \ `\ \` ` I I I I I N I __-
' / / / I ' 1----- I , , N / \ `\ \ \ \ \ `\ \ / / / / \ „ \ \ \ \ ,CLEAR WATER DIY K I I I I I t 1 / ,/-------
- -- \ \ \ \ N \ / / / / \ \
/ -' / : / : i ' / i / / , / ' ` 1 , \ `\ \ \, \ ? \ = i i ` / i , \ \ \\\ EXCELSIOR I I I I 1 I 1 I / -
\ 1 I I \-------------- \ \ \ \ \ \ \ \ \ - / / , , \ \ \ rI] . AREA = 4288q s ft I I 1 / f
/ / , / / .I . . \ . . I + I I • \ \ \ , \ \ e3 , ` ` = i / I ' / / ' / .� . \ \. \ \ \ `\ , \ `\ \ \ y ` q. 1 I I I I I I i `�`
� ' m i i / l `\ I I 1 `♦ `\ \ \ ` \ \ \ :'] _ ti ' I / % _ \ \ \ WWW \ I 1 I I I , ,
/ 1 N I \ \ \ O \ k 'I- - \ \ ♦ \ \ I I I I I N ,
r / / / , / , 1 I ,, �`\ \ \ \ _ / I \ \ ` \ _ SHEER STRESS .85 III ' I ,
\ I I 1 , / / N i \ \ \ \\ `\ `\ `\ 0 . - / ' / i / i �% ' \ \ \ I DEPTH OF FLOW .4 I m I 1 l
\ , 1 ' / / % I / . r r . . I 1 -_\- \ \ \ \ `\ ,-N N \\ \\ __ - ' /' / / I / `\ \ \ \ \ \ \ o I I I I i I I I ' ��-"
---
\ 1 / / / N 1 \ _--______- --r"-_ 't \ \ \ \ \ \ , \ \ \ \ J `. _ / / ' / / / / \ \. ` \ \ \ \ \ \\ \� \` v' I I I I 1 I 1 I I I � /' %
\ \ \ - / / / / \ \ \ \ \
I / i t ` ♦ , � I \ _ / / \ \ 1750 LF ®2.25% 1 I I /
\ \ \ I I /1 / \ \ / / / / , , \ \ \ \ I I N I 1 /
\\ \ \, \ \ I / / ///l�f/11 . I'�.\ . . i 2st \ t \ \ '--- - ``\ ` ` `\ \ \ I �, I t \ \ I ' / / / / f / / \ ` \- \ \ t \ \ \ .. HYD HGT = 35.8 f t I I I I I I /
- / I \ \ \ \ I 1 = 2.16 GFS / I I /
\ \ \ \ I / \ \ , \ , \ \ \ \ \ / f 1 / / \ \ \ I
``♦ \\ \ \ \ I I I I I I % . \` `SQ \ \\ \ \ \ ♦ \ ` \ I \ 1 I \ \ ` _ ' / ' 1 ' / ' / . . \ \ \ \ \ \ \ / / ' I I I I I I , , / I
\ \ , , \ : \` \` \ \ 1 I N \ I \ \ \ :1 I I 1 1 / , \ \ 1 \ \ 1 / / I I I I I , 1 /
\ \ \ 1 I \ ` \ I 1 1 a \ \ \ I I / / \\� \ \ \ \` \ ` \ / I / / 1 , I , , . 1 I / I
t I I /` \\ \\ ` I I 13 1 ` \ \ I ' 1 `\ I ` ` / �' I 1 ' 1 1 1 I / 1 I f \ \ t I , I I , \ _+ I 1 \ I I / / , �\ / I I I I
\� \ \ I I , 1 I , I , / \ `\ ` \ `__ 1 I I 1 1 1 \ \ \ K, i / I , I I I --.` \ \ 1 1 , \ \ \\ \ \\ . N / I I ( I I I I I I
\, \ I I ' I I I / / . . . . . \ - . / / ' I \ \ _-G ' I ' I . / j . . \\. \\ ,� 1 1 \ .\ 1 1 I I i , ' I I I 1 I I I \ \
1 1 \ \ \ / S\ / 1 \ \ O / / I \ \ _ / I I I I I I I
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\ I I i I I 1 1 1 1 \ `\-` -` I / i / / I I t 1\ \ \ \ \ \ .1 / / I I I I / \ \ \ `\ `\ . ` - I / / I 1 I I I I I I 1 I \ \
1 1 1 I \ \ \ / / / / N I I \ \ 1 1 I `\ 1 \ \ \ \ `. N I I I I I I 1 `\♦ \
\ \ 1 / / I 1 1 1 . . . . . ----- _ \ / ✓ 1 1 \ \ \ \ 1 /. . , \ ` .- .- \ 1 1 I 1 , l 'r ♦♦ t
/ / I I \ i I 1 1 1 \ \ `. I / / 1
\ I , / I N I 1 1 1 1 I ` `\ `, -- \ I , , / o I I I , ` \ \ \ - -_ - � I I I 1 I .1 / \ \\ 1 I \ \ ?69 �`.\ `.� `.` I / / / I I I I 1 1 1 . `\ \
I / I 1
1 1 / / 1 I \ \ 1 / / / h I \ / 1 / 1 \ \ \� \ I 1 / / I I 1 \
1 , / 1 \_ __ \ f / / I \ I 1 / \ 1 I \ \
I 1 1 \ _______ N 1 \ I . . I I I I \ \
1 1 I N r r .. r I I r a \ 1 1 \ `\ \` I 1 / / I \
1 1 / / , I I I \ ` -i.. j / I / / / / I I I \ \ \ ` \ / / ' I I I N I \ \ t 1 1 1 ? \ `. I 1 I l / I I I I I I \ \ \\\ ♦♦♦ \` \
\ I $ / I I I I / i 1 \ \ ; I 1 / 1 \
I I I I I I I I /' // % I I I 1 I I '� . `. ```----- ---`.� \ ' I U I I / / I 1 \` \\ \ \ \_ I I I ` \ \ 1 1 t I\ ♦ I I I I I \ 1
1 1 I /� \ /` I I f \ \ \ \ 1 t \ •�`\ \ ` \, i I 1 1 1 , I I I I I \ I ♦ ` s- \ \
N / I- / I , , 1 1 1 , 1 \,_- ,``` \ . \ , 1 I I I I I I I I \ \ \ , c' \ \
/ I 1 . . . 1-------_ CLEAR WATER DIV J Ir I ' \ / / I \ \ \ \ \
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/ N I I I 1 1 1 I I END WIDTH=3 1 ' ' i I I 1 1 I I \
/ / / I 1 I I I I I I I I 1 1/ I 1 1 1 1 / `\ 1 \/ 1 I r I , I I I = I 1 s-^\ , I 1 1, , \ \
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i i i I i I l l I I I I I I 11 1 1 I 1 i i I i I \\ \ , LENGTH=20' I I i o I i i I 1 a I I_ INY OUT = 24q 30 ; i �' `\ i I i i I \ \ \ `.
/ / , m I I I I I , I I I I I I 1 \ \ I I I = QIo = 1.13 GF5 / \ I I I \ \ \ \
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1, I I I I I 1 I I 1 I ,` l `\ 4 TIMBER LIPPING + I I I I Q2s = 6.23 GFS ' r \\ I I\ \ \ `\ `\
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OUTLET SHALE I 40 LF IS" RGP ® 1% i � I �- - TEMPORARY GONSTRUGTION
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335 LF ® 3.1 % SLOPE INV OUT = 332.20 1 / -'/'
FADER 2' FLAT BOTTOM W 3:1 51DE SLOPES QIo = 1.28 GF5, / / __ __ TEMPORARY I
6RA55 LINED CHANNEL 2' DEPTH \ ; 1 l "I HOR5E5HOE INLET •---
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/ , , / : , .-',_ --_�_ - -`- - v .--- --- ----- _-- - - A 1 i j i --- i ``v `v \ 1 I I I i DESIGN VOL. 1033 GF
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10� / '' ', i /i /i 'i 3�-� 298-'_-- - _ \ ,\ -- ``- ` ______-__ .- -\ \ 1 I I _ro✓y_ �-i.ar- / -
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/ / / N 1 I r--' / / \\ \\ \� _-- --'\ \ `\ `� \ 1 / / / / / / / / / / a / 2'- ------ -W OUTLETS tb00 LF SURFACE AREA = 380 SF / QIo = 1.28 GFS
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/ / / , l l I 1 , • \ •\` .� . --� ,a • , OUTLET SHALE 2 I I / I 1 I / -- q -' - / / / / I '
' i / / / / / \` \♦ �,; DS0 STONE LINE LEVEL SPREADER _ 1 , /1 � TO BE USED AS TEMP. GLEAN , / / / / / / - 328- _ -__ DIVERSION BERM / I I I (/
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/ _ � ', / / / i'- ` ` \ \ \ ` I' ` r / /� / 135 LF ® 8.4% SLOPE ! / / / / W/ FIBERGLASS ROYIN6 LINER i = /
/ -_-i- / / / / / , I, /---___ \ \ /LENGTH=20 / / / / / / / / : ' % " INV IN = 340.70.-- -- a i � - I /
2 FLAT BOTTOM W 3:1 51DE SLOPES
11 , / / / / / \ . , .1 4" TIMBER LIPPING . / ' ' ROADSIDE DITCH 2 � r� ' = -� - - I
' ` .� ' / / / / / / / / INV OUT = 340.30.----- _ / � = I /
ti99I "''�- ; _ _ v'' / /' / / / /' \ \ I 1 /` ; 7 y / i / GRASS LINED CHANNEL ! / / i i : r -
--' 9 ,.� - / / // , / \ I � \ I 1 1 / " - / / / I� / / / / / / ' / � - AREA = 15164 5 ft I - I / - - /
' _ z, , \ \ l 1 1 / •----' / / / �/ , (Rio = q.23 GFS / / / , ' QIo = 3.1a GF5 q / /
✓- / / �/ / \ \ ;. 1 ,I / / / __--- / / ^�' I / / / / / ' / / i " 025 = 3b8 GFS --- --- HYD LGTH=540 _ / - \
/ Q25 = lOb5 GFS HYD HT=10 CLEAR HATER DIVERSION A -%
/ / / / / `-- \` 1 1 rye / ,a / -- ---- ' / / / ' / ' �' / / ' / / / ' ' __337------ QIo = I.61 GFS , / /'." a. /'� , , It, I_ 1 I p ( , / / i " / - ti / / / / / , , / / / .ROADSIDE DITCH bA / / / / / , " " ROAD51DE DITCH 3 • _--- - --- 1,1 W/ REGP
AREA = Ig265 sq ft , sq --- - -- AREA = a2201 sq ft
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/ , / '/ _--` / N \ I 1 , / , / / / / / , / /HYD LGTH= 635 / / , 339---___. --� _ HYD L= 538 HT= IOS J� '/
/ / / , / �/ : / : ' - -` I / i I 1 1 1 1 / , _,_ph_-- / / / / / / / / / / /HYD HT= 33 / / / , % -H HT= 5'
! / , , / / / ✓ e• `♦ / / , I„ 1 ! ! 1 , / / .- -. / , / , / , / / // / / ' i / / , / : ' � / \ SHEER STRESS 0.32
/ I , / .� I I/ / / ) I - ' , / / / / / / / / /QIO = 1.18 GFS / / / _ _ �O i DEPTH OF FLOW = .4 '
I 1 , / I / / i' ' 1 1 ir " / / / STAGE I SEDIMENT TRAP A / , / // / / , / / / / / / ,, , / / ,, / i / �/ / / / / , QIO" I GFS \ ` --`--^ / 1�1\` ,�
/ / / I , ' / I 9 / / / / ----_ / \ / / / ' / / / / / / / / / / / / / / /� - - _---------' ----- -_ '� , / / / ` , /
/ i / ' / r / : I 11 1 / / : ' - '' (2 PLAGES) - `-_ p / / I / / / / / / / , / / / , / / , / / ' ' / , ' / ' / - - _ Q ' / /♦ ` Q2 = 1.84 GFS .� =1
/ - o l I I I / ' ' / ' / / , / / / / " / ------------------ - , QIo = 2.44 GFS
I I 1 \ i I , ' 1 / / / / / % / 24'x 12' X 2' DEPTH ' � / � / / / / / _ --3a ,
I I I 1 / / / / / / / // /--------- -- _' ' It
1 1 I I I / / / 1 / I / / / / / i' / DESIGN VOL. = 25q GF/ 'v , I / l 'i I 1 / / _ / / %- " - �,� ----- ---_ -_h --
' I 1 I ' 1 / I / / / / / , / / l I l / _ 1- - -/ -/_ 1- / ' ' ' ' / / / / I- rn----�a.�•II-04�-_L�'
1 F, I I 1 1 / I / / / / / / / _ - - \ / / / / �/
r / � I , , / � SURFACE AREA 288 SF _ / I -,5 � � _ �- _� _ '� �
� i 1 i III , / I I I / � I / / / / / BAFFLES AT b 12 IS •------_ / 100 I_ � ="------------- --- - -
::t \ \ ` SILT FENCE/TREE PROTECTION FENCEI
/ / / / , / � w _ v -
11 I I I i1 � %- / / / / / / / / ! / i I I �' 1 \ (TYP)
I I I I I I I I I \ 1 1 / I / / 14, / / / , , , / DIVERSION BERM TO TEMP cJ _3 I 1 -I
I l 1 / \ 1 1 , 1 / / / _
{ i I i I I i i /' I / / / / / / / / / / SEDITMENT TRAP (lYi')!/ ''--p` __ 1 ---- - -----
1 1 I I 1 I 1 1 / / / 1 / / / I / / , ' / / / '�" ��' / i i / / / / / \ �- I / I I / I I ! �i
/ I I I 1 1 I I /^` 1 I / / , I / , / I / / , / / / / CULVERT 3, - , , ; /: _ : / / ; : . / ; , ,� -- �P = \ `♦ l / / / / / I / / / I,"
/ i 1 I / `-` I / / / / / / , i , / / / `♦ i I i ' / i I i N I / '
/ I I I I I I / i I i i / / ' / 48 LF IS" RGP ®11.4A5' / '-- i i /i / / LIMITS OF �-B / I / / /
1 / / / , , / / / / / i
�'/�DI 1 1 , ; 1 I I I / I 1 / / / / / / INV IN = 314.3q / / -3�4 - ; , / //// /i/, // / / : / / DISTURBANCE (TYP) C(,�.TS ROADSIDE DITGH 4 I I I / I / /
N . I I I 1 1 I 1 I / / / I / o , , / / , // // / / , / / " . / r �y,� �'�F •. \ 1 1 1 / 1 , , /
I I I 1 1 r I 1 I 1 1 1 / l / I / , / , BI --- - /' : / / / / / / / // / / / . / / : / i / / ^I l� `. \ --- AREA = 13545 s f t I I I I I I I / / / /
/ 1 1 1 1 I I 1 1 1 1 1 1 / INV OUT = 308.g2 _- / , / / / / / / / / / �Q� �n,uwnr#nnunulnlnm,,,, _ - / / / 1 1 1 1 I 1 1 / l / / / , / / / . /, , / , / ROADSIDE DITGH b / / ` q. 1 1 1 1 I / i
/ I 1 I ,`_- I I 1 I I I 1 I / / / /' / _ , / i / / / \\``\ ` I I I 1 1 1 I , IJ, /
// / I 1 1 / /
�`/ I I I I I I 1 1 / / QIo = 3.1a GFS q / HYD LGTH= 500 , 1
1 I 1 1 1 / `\ `\ ' I I 1 1 1 11 1 1 1 1 /, 1 , / - / / DIVERSION /AREA = 246�11 s ft' / / / ` ', I 1 I 1 I 1 I I C /,
/ I 1 I \ \ I I I I I 1 1 1 Q25 = 3b8 GF5 , / "� / ' ' " r / : " / / 'o ` ♦ ♦__ - \ HYD HT= 5.0' \ 1 II 1 I I I 1, P i i i
-' 1 I I / \ 1 1 1 1 I I I I 1 / r' - / / / BERM l I I I l�r;4 ✓ i -. / \� �nnu `\ _ 1 1 I I 1 I I l /
- / I I I I / / \ I I I I 1 1 11 1 1 I 1 I I I , N ! 1 I f / / , , ' - / // / I HYD LGTH= 5q0 ,: ' / / �` nro�„ I 1 I 1 1'�I
1 I I I I 1, I I I I I I I 1 1 1 I 1 1 I o I ' //// / /\ i i ` I I -I- I I ,
1 I I I ' 1 I ; /'� ' ' ' / / / / i / i / / HYD HT= 34' / \ 1 QIo = 1.12 GF5 1 I I I 1 I I noon \ \ I I 1 I I //
-� , 1 11 11 , I , I I I 1 I I 1 PERIMETER SILT FENCE /, ,�, / /, �/// /� / \�o\\ CLEAR HATER DIV B I 1 j 1 \ 1 1 1 I 1 I I 1 1 1 / I /
/ I I 1 1 1 1 , I 1 1 1 1 I I 1 1 1 I I I I , I / / �' / // /. r /. / / /; QIo = 3.61 GF5 / I iiiiiii \ 1 1 \ \ I 1 I 1 I 1 1 w I 11 1 I
-- / / I I I 1 I \ 1 I I 1 , I , , I I , I 1 W OUTLETS #800 LF / / DITGH 3 SEDIMENT TRAP , / / / w/ REGP "' „ 1 \ \ \ \ 1 ' I I I I ; I I I I I / /
% / / I I i i I i ' 1 i ' i I ` AREA = 24138 sq ft \ , / i 36 X 18 X 2.5 DEPTH / / / / (� " ,nm ' \ \\ \ I i I I I I 1 I 1 A \ 1 V A / / 1 ' / ' / ' ,,avO AREA = 31161 sq ft / "bp' 0 1 ` A ` \ 1 ' I 1 1 I -�/
/ / I I I I 1 I I 1 I \ \ N \ \ ` \ / I I / / , / / , \ \ HYD L= 25O HT= 8 __/ wmumumr,,, I `♦ \ \ 1 1 1 , I ,
_ -- __ , / I 1 1 , I I 1 I I I I \ \ ca � ` \ \ ` \ 1 1 \ \ ` \ / I I / / / DESIGN VOL. = aa0 GF // / / / / \ \ o\o ' I ------- u/�n r. I , \ \ I I I 1 1 , i 1 1 I 1 1 �I
j / i / 1 I 1 , I 1 1 1 I \ ` \ \ \ \ \ \ ``\ \ ` I I 1 / / / / / / _- \ ` \o\°\ -- 'rr d �, \ \ \ 1 I I 1 1 1 I I 1 1
-- 11
--- \- ' / I / / / 1 _-, I I I I , I I , I \ \ . �'o °�' \ \ \ \ \ \ \ \ \ \ ` ` ' / 1 1 I / ' SURFACE AREA = 630 SF , / / / ' / \ \ \ \ ,\,o��\\\ SHEER STRESS .5 r, I \ \ \ \ I , \ 1 I 1 I w
'bm� K 1 1 1� i--h 1 1 I
".- `.-- i ' ' I I 1 I �` \ , d \ \ \ \ \ \\ \\ \-` `\\ `\ `\ \ 1 I / % I I ' / / / / \\ \ \ I = `\ `\ ` 1 I I I 1 1 I I I 1 1 % I 1
/ 1 / , , \ , \ \ t \ \ \ \ \ \ \ \- \ \ ` \ I \ I 1 , / /BAFFLES AT q IS /27 I I , , / \\ ; \ DEPTH OF FLOW .25 ❑ 1 _ \ \ \ \ \ 1 I , i 1 I , , 1 I
-. , / / , , 1 I , 1 , I \ u` � \ \ \ \ \\ \ . , \ ` \ I / i i 1 1 I ► 1 / // I 1 \ \ \ \ \\ ` ' I I 1 1 1 1 1 I 1 1 , I I I ' 1
, / / , I I \ \ , , , 1 \ \. t P \ \ \ ` \\ ` , , \ \ I I I I I / 1 I / I I I I I 1 I 1 1 I I l / ,-\\ \\ \ \ \ Q2 = 032 GF5 p I 342__` \ ` \ \ I 1 1 I 1 1 I
\ ---� / / '\ \ , , , N% \ I \ `\\ `\ `. `, `♦ \ \ I 1' �. , I I I I 1 , / I I I I , 1 1 1 1 1 / 1 I 1 , 1 , I I \ \ ' I � QIo = O.a6 GF5 ROADSIDE DITGH 5� , 'J I = - \ \ \ \ \ w I 1 1 1 I I , I
/ / I \ \ 1 , is tP \` ` ` \` \ ` `, `♦ ` ` I \ 1 I I I 1 , I l l , I I I 1 1 1 1 1 I 1 I I ` \ \ 1 , 1 1 I 1 I
'_♦ I / , \ \ 1 I N �� �Y \ \ \ \ \ ` ` , ` \ I_ 1 1 I I l 1 1 I 1 1 'I'll", I \\ I ; -/ - `\ \\ - 1 II I IL, T -1 I , II j I
\ , , / \ \ \ \ \ \ \ \ \ \ , - \ \ 1 I ' I I l 1 1 I 1 1 1 / I , AREA = 21695 s ft 1 M cw \ ` ` \ \ I , I I ' I
\ / / / / \ \ \ \ �`,,, , % \ ` \ \ ` \ \ ` `\ \ `, \ ` `\ ` \ \ I I 1 1 I LIMIT) G / ' I I I i I I I ' I I I I I I . I I 1 1 , \ - / - _,/- - q. , 1 In 1 \_- \\ \\ \ \ 1 I I 1 \ 1 w 1 I I I
1 1 I I
HYD LGTH=450 - I I '-\ `\ \ `\ \\ 1 � I i I i i I l l' i I I" l
♦ / / / / \ \ \ \ \ \ ` ♦ \ \ ♦ ♦ ` `. `♦ ♦ \ \I ��nnnuuunnunn undnun ml uni uuu uuu uuu uuu uun uuminuu um m 1 ' w!.' - - , 1 j I . / / / .-''"- ' ,, I \ \ \ , 1 1 1 I I 1 1 I
`♦ / / / / \ \ \ \ ` \ \ \ ` \ \ \ \ ` `. \ ` \ r=J i , ° I I d iR W'a`TER !��A G i i !wwg� 1 i I i I CLEAR WATER DIVERSION G "
�11 / / \ \ , \ \ \ \ \ ` ` - ` - \ \ \\ \ \\ P I� I Il \ i LIMI ( i i I 1 w pro I I I , I HYD HT=4S . 1 W _ \ \ \ \ i , I , 1 , 1 1 1
♦ .- _ / / \ \ ` ` \ ♦ \ ` \ \ \ , , ` ♦ ` \ 1 1 1 I u mllun uu nu wlunlu - , /
• , , \ \ \ \ \ \ \ \ , \ . \ . ., . . . \ 1 1 { 41-•EAR I _ , 1 1 I I
/ _ _ \ \ \ I I ARE/4 D..la �� % I i \ / 'W/ REGP _-- QIo = 2.23 GF5 - \ I , 1 Y 1 1 i I I 1
♦\ " , \ \ \ \ \ \ \ \ , 1 j TER `° IYd , 1 I , c - \ , ��� ,
''' mhl \ , , I \ \ 1 1 1 1 1
♦-- // \ \ \ ♦ ♦ \ \ -, \ \ ,- , ,- \ \ \ \ I I 1 I I 1 1 I 1 I 1 1 \ ' ii , , / ♦ - I W 1 - , r �"-
,`\ / / \ \ ` \ `\ \ \ \ \ ♦ ♦ \ ♦ ♦ , , \ \ \ I I \ I I I I 1 1 I I ! N' i cn 1 , , I 1 "1 1 1 �'�i 1 `, / / %-V AREA = 138316 s ft \ \ 1 1 1 I 1 1 , I , 1
' / / \ -L \_ \ \ \ ♦ ♦ \ ♦ \ , `, `\ ` \ \ ` \ I I 1 ' I I I ROADSIDE DITGH ? 2 4' 1 I 1 1 . 1 1 , \ \ ri�q - i ' �7 ' f / 1!l��� , 1 1 I j I 1 I 1 I
- ,`-` `--- --- , / / \- \ \ \ \ \ ♦ , \ \ ♦♦ \\ ,- \ \ \ 1 \ , 1 1 1 1 I 1 ``� , , I \ I I \ \ I 1 \ \ \ My of q - ,
'' HYD L= 550 HT= 36 \ I I ' I I I I I
`,------' / \ \ \ \ \ \ ♦ ` , ♦ N. \ \ i 1 1 , I 1 I 1 ' , 1 \ \ \ 1 __ 1 I I
/ \ ♦ ♦ \\ , I I I I AREA = 268a2 s ft 1 I \ \ \ \ f� u��p°`\\\\u\\u\\u� /r C�- .n __-- ` \ I 1 1 1 I I I 1 1 1 1 I 1 I
/ / `\ \\ \ ♦ ♦ ♦ \ ♦ ♦ \ ` 1 I 1 1 , 1 I I 1 - q 1 1 \ \ \ 1 \ \ �` , rp `,- C - V / , \ ` \ \ 1 I 1 1-} .c 1 1 1 1I 1
�- _-- / \ \ ♦ \ \\ ♦ ♦ \ \ \ \ I I I 1 , 1 \ \ \ \ \ \ \ , -` rii \•�`,\\\ --� ,SHEER 51T?E55 1.32 ' '___ _ \ J 1 I' �- \\ , \ \\\ \\ \ '1 1 1 1 I I I 1 1 1 1 II 1 N 1 1 1 II I I
--_ - \ \ \ ♦ \ \ ♦ 1 1 1 1 1 1 1 1 \ \\ ♦ r \ \ I I I I I I I I
-`--- ' ' /- \ \ \ \ \ ♦ \ `\ \ \ \ `\ `\ \ \ \ \ I 1 , 1 I i I I , 1 1 I I - 5.52 111/%11^ I , , 1 \ \ \ \ \ \\ \ ` \ `, \ -_ FLOW .34 _ \ I I \ \ , 1 1 I , I I I
\ ` \ \ ` \ \ \ \ \ \ \ , , , I \ \ \ \ \ \ \ \ ` \ •-- _ - DEPTH OF _------- ____-- 1 I
\ � � i i `\ \\ ` \ \ `\ \ \ \ \ `\ \ \ `, , , I I I I 1 O' RO I I 1 ' ' 1 G= .57 I \ \ ` \ \ \ ` \ ''' - __--- 1` \ 1 ' / � `` \\\ ` \ I 1 I I I 1 I 1 I I I I 1 I 17N I
\ \ \ \ \-`-- `_ s _-'I'.Ij2 = 2.85 GF5 \ 1 I a \ ` 1 I I I
/ " \ \ \ ` \ \ \ \ \ \ \ \ \. \_ \. \ 1 ! 1 1 ' ? ' 1 I 1 I I 1 (\ \ \ \ \ \ ` \ \ `\ `,-_ \ -`-_.- - ; __ `. \�`, I 1 ~/ ----- ` \\ \` \\ \ I 1 I I I I Z. I I I I I I I I f1, I
\ \ I `\ \ \ i PERIMETER SILT FENCE I i i i 1 1 I I HYD LGTH= 725 \ \ \ , \ \\\\ ♦ - Qlo = 3.18 GF5 I : ' \ \ 1 1 , I 1 , I I 1 I 1
/ \ \ . ' 1 I I I 'ROADSIDE DITGH 8 \ -, \ _. __ irN --' --------- -,- --` ,\ I I ; ♦\ \ \ `\ - \\\ \ , I , I I 1 1 I -H-1 I 1 I I 1 I
- " / \ \ \ \ \ \ 1 1 I I 1
---_ ---- 1 I ' W OUTLETS t$OO LF I HYD HT= I6 \ s; `--- - \ / - _-- I I , \ \ 1 , I I I I III I
----z7s•_-------' //_ \ ` I I I AREA = 216a5 5 ft _ -- - . nn - _ '-----'' - -- _ J / ; - \ \ \ \ \ I I 1 I I I I
" 1 I I I I I 1' w rn I i .- - Ir0 , \\\\ \ 1 1 I I 1 I I 1 1 I I I 1 1
I I I I ' ICJ 1 1 -. -- - a -3 /- ` \`\ \ \ 1 1 I I I I
/� i -\ \ \ I I % I I / / AREA = 24138. ft 1 I I I 1 I �i i , I QIo = 3.77 GFS \ , q �`- ---- - ---- - _ - _ _ __ \ -,-- ` \ J, I / / \ \ \ °` \ \ 1 I I I I 1 I I 1 1 I I I I I
/ 1 / I I I I I .1 i \ HYD LGTH= 616 __ -- _ "' - '-- /'I' ----- - ` ` ` ` ♦ ` / / / \ \ \ gv \ I \ \ 1 I I 1 I 1 I / I 1 I I I 1 1 I I
/_- \\` \ \ I 1 I / / , , / ' I I I , , 1 , •1 �\ ` `\ HYD HT= 43' `\ ' - _. 43-''' -- / \ 1 I 1 \ \ \ I 1 1 I I I I I M 1 I I
/ 1' / I 1 1 I , 3 , 1 I.1 / \ \\ 1 I 1 R'i I I I
_-' , I i l i i/'/ /, i i/ i / i i i i I I I, I i i\ ' 1--` �� ' '' '/ _ \- I/ I{ / ROADSIDE DITCH II , , I I I I I i 1 i i
/-- % I i I i/ //// / I // / i I i i i i 1 I I I \\ ---- �\ -�A -- 2-' -; - '/ '--- --- �_ __`- - \ I/ i 1 / AREA = 13761 s ft i I\ i. I I i 1 I i � T I I 1 1 1 I" I i
\ I / I I \QIo = \ GF5 `
.---- . `, \ I I 1 I I , , / / . / , / ! / 1 1 A I \ TREE \ -\ \ . \ -, ,. - Q.- ` - - _--` I N q. I I 1 I / / I
/ " ♦ \ \ 1 I I I I l / I , , I I 1 a i ' I I \ `\ \ �`\ \ \\ \\ , \ -- �/ \ -I jI341._r- / ---_ - ---_- - --\ I' 1 -0 / i I I I I I I , , / / I / / I 1 1
' / `\ 1 I I 1 1 1 // I//, ZOAD51DE DITCH q l a O I\ PROTEGTION FENCE \ `\ ` \\ `, _ --'' I I I HYD LGTH=335 , 1 I I I I I 1/ / I I l I/ 1 1 1 1
/ , ♦ , \ \ I I I I I / , I 1 r$ I I I I \ \ \ \ \ \ \ \ . ` ` \ '� / - ____ '---` -- --`. I / i 1 I I 1 I / -Y- 1 1 / I 1
/ \ / N ro , I \ \ \ \ \ , \ ` 'O 1 / --_ / - \ -- \ I 1 tJ' HYD HT=12 I , I / 1 / , , l_h / / / I I it / . ♦ , \ \ I I I I / I \ 1 \ \ \ \ \ \ \ \\ / -- \ \ I I I I I I / I �^3 / I // I / I I 1
/ / , \ \ \ \ , 1 I I I I 1 I AREA = 12g14 s ft I \ \ l I I r1�in1-/ \ \ \ , - j ' / - --`- �. 1 I 1 I I / , / / / 1 1 1 M
,�\/ /. \\ \\ \ ; , ; I I I I q' ,� I I I I \ \ \\ �\ - \ \ - \ `\ \ \ \ \ \ , d_ '- -/''' - --`-. ` \ II $ QIo = 1.31 GFS I 1 I 1 1 / / , / // 1 I
•\ \ \ \ \ 3 / \ I 1 I I / / / / 1
\ i , i I 1 \ HYD LGTH=455' , i I \ \ \ \`\ ` \ \ \ \ \ \ ♦ \ �O. _ - __ \ 1 , 1 I I / / / , , / N 1 1
1 I I I \ \ ` \ \ \ \ \ \ \ \ \ \ . ''-- ' / _ . \ I I I , 1 , 1 I / , , , , / / M , I l I
\ \ 1 \ � -''' STOCKPILE (TYP) I 1 1 1 / 1 , / / ,� / / I
, \ \ \ \ 1 , \ \ \ \ \ 1 \ HYD HT=15S I I 1 I ' 1 ' \ \ \ ` ` ` \ \ \ ` \ \ \ ` ` `\ _ _____-- --- / -----''___----- - .` I 1 I I � j i I 1 i i 1 I I // /�' / / /% / / ' / i / I
\ Z_ / \ I I I / \ I / / , / /
/ \ \ \ \ \ \ `l 1 I \ \ ` \ \ \ \ \ _ 1 _ -_- / ' - ---'' ----- -- `- , -- 1 I I I 1 / // / IIYYb, / /
\ \ \ \ N \ \ I , 1 1 I III \ ♦ \ \ \ ` \ \ \ \ \ \ \ \ \ ♦ \ , - - `.- ` \ \ \ I II I I I I 1 , I 1 I I , I 1 I / / / / / / r-f Y / / / ,
\ %\ \ \ \ \ \ \ \ \ \ QIo = 133 GFS , I1 ' \\ \ `\ \ \ \ D ,\ \ \ \ \ \ \ \ \ ' - -- _--__--_ \ 1 1 I I I / / / / / ,
\ 1 \ ` \ \ \ ` \ ` \ \ \ \ \ \ ` �; ' 1 \ \ 1 1 \ 1 \ I \ ♦ \ `\ \ \ \ `\\`\ \ \ \ \ \ ` /. - - --- -♦ ♦ \ 1 11 I I 1 1 1 1 1 /// / // / / / / " / , /
/ _ \ \ \ ❑ I I / / / / / / / /
` 1 / \ ` \ \ \ ` \ ` \ \ \ Now \ 1 ' \ \ \ \ 1 , , ` I `♦ `. `\ `\ \\ ` \ ` . \ \ . . \ , , _ _ - \ . \ 1 II 1 1j \1 1 I I 11/ / /,;,' , / ,/ i / // , / / ' /
' I \ ♦ \ ` ` \\ \ \ \ \ \ ♦ , ---- -' _--' / _- \ \ \ \ \ \ 1 I I 1 1 1 I I 1 I % % %/ • , ' '/ " / / , / /' �ti l
\ \ \ \ \ \ \ \ \ \ \ ? \ \ \ \ \ \ \ \ I I ♦ ♦ ♦ \ ♦ \. \ . , `\ \ \ \ \ ,--------_ ''' / --- - - ♦ ♦ \ \ \ \ 1 1 1 I I 1 I 1 1 ' I / / 1/ 11 /1, , // / / Y " 3fo , / /
\ \ \ - \ \ \ \ I 1 I 1 1 // 11/ / / / f " / c�
\ \ I \ \ \ \ \\ \ \ \ \ \ \ \ � CULVERT 4 \ \ I I `\ ` \. \ \ \ \ `\ / _ ---- \ i �i / „ , / / / 'y -�
\ \------, ` ` ` \ ` \ \ `\ \ I -1 \ \ I I ` ` \ \\ \\ ♦` / 3 r -__� // -' - -`, \ 1 \ , 1 1 , I, ,,// // '/// /- ' i i / / / /
\ \ - `\ ` `\ ` `\ \ \\ \ \ `, 48 LF IS" RGP 1.21:K , \ I `\ \� \ ♦ , / - ------ /-/- - \ I w I I 1 , /// //// / / / �� 4
-- CLEAR WATER DIVERSION DI \ '-,' ' � \ \ , \ ' / / / � / , / , , / / /
_ 1 if o i ! � , � /
1 \ ( %' ♦ \ \ \ \ \ \ \ ., * \ \ ` \ ` I I \� V4/ REGP \\ \ \, / / --- / ------ `,ROADSIDE DITGH 10 1 °k /// , , / j1 // / , .4 / / " / /
'\ \\ \ , \ \ \ `�?�, \\ \ \ , ` ., ♦ / 3-------- _ 'i -, \ 1 1 1 1 I II I , / / / / / ' / , . ' �/% ' ' " i \ / \` \\ \ - \ \ \ 2 \ \ \ INV IN = 2g7.761NV I \ \ `\ ♦� , - _-� \ \ \ \ \ \ 1 I \ / / // / / / / , ,
\ \ \ \ \ a \ 1 I AREA = I bOa42 sq ft _ --� - AREA 11853 5 ft \ \ \ / /�, , / , % /�
1 \ \ , / q. ' \ \ \\\ II I \ � , , , ////, ,/ // . /, ry `6'S' 1
\ \ \ i \\ \\ \ \ ?� /\ \\ \\ \ \\ \\ OUT = 2a7.18 ` \♦ `• 1 ♦� `\ \\ r - %/---------__ \ HYD LGTH=335 \ 1 \ \ \ \ I I \ 1 I _. I / / // ,/ / / /i / r, // / / '/ / /
I \ 1 \ \ : \ \ HYD L= 605 HT= 4a.25 \ / 2 _ _ - '-' `, ?s, , \\ \ \ \ \ ` 1 \ \ / /,� //,��'i //// //, /�, /i i /
I I \ . a, \ \ \ \ \ QIO = 7.03 GFS \ \♦ \ I I ` ♦\ \\ \ \ \\ r % r------- -PERIMETER SILT FENCE W OUTLETS ._, 32x HYD HT= 12 \ \ \ \ \ \ \ I ,II} `` /' '/////;�ii///� // / / /, - �'- ' / ' /
\ \ \ `\ .�� 2� ` \\ ` ` ` ` \ \ ` Q25 = 8.1 I GFS \ \ ♦, I `\ `\ \ SHEER STRESS 1.2a '-------- , \ \ \ \I \ `--- ' ' / /,/��`. / 'i ' // / ---0 - \5' "
1 \ \ r \ \ \ `\ \ `\ , `\ ., \ \ ` \ ` \ \ ` \ \ \ \ \ \ r 2 % - 650 LF a , . \ QIO = LIq GF5 \ \ \ a ti- ,- - �: �i;/, /i . ///�'�i ///�//� - /' /3
1 \ \ \ '� \ \\ \ \ ` \ \ \ �- \ \ \ , \ \ \ \ \ \ \ \ �\ \ \ \DEPTH OF FLOW .62 `, r-------- _-AREA = a353 5 ft � \ \ \ \ \ \ \ \ \\ \\ \ \ `� . . / / / / „/ ii // , / / - '' /
I \ \ /-\ \ \ \ \ I ` ` r 2 q. \ \ \ \ \ \ \ \ \ \ >e \ 'I- `, 2� i ' /// ,// / /i,/ / , �/ j / / ,, ' i i
` 1 ` ` \ ` CLEAR WATER DIVERSION D2 I O `\ r \\�\ ❑ _ _ \ /,' //,/, , / / / "` /
\ \ 1 / -_ �\ \\ \ ; ; \ ; \ `` I \\ \\ `\ Q2 3.ba GF5 r - - - - -. �♦ \ \ \ \ \ \ \ \ \ o ♦ .0 . 3 /, , /,, / /i // /, /i , / / / / /
I \ 1 / \ \ W/ REGP 'QIO = 4A0 GFS r / �. ! , -. _--- \\ `\ I ` `\ ` ` ° , ♦O 1 .h : __ - . // "61
/ / // / , ,,�' ^�-� ''-/ /
/ /"/,/ ,/i/, / / / / / /"
I 1 1 _/ \ 1 \ \ \ \ \ \ 135 LF ® 5.I8% SLOPE - I •`♦ `, \\\ \ \ \ \ \ \ ` \ 2 - ---- _ __ ` a � �-\-``-3a7-- �' //'" / � ,i / / 3
\ _ \ TEMPORARY _ % , /„, / , // -. _'''�- /' - I /
/ ' I 1 \- 1 \ \ ` \ ' --`- I ' \ ` \ ` \ `\ \ `\ `\ \ --_______ - / ' � "-__------- _`` \ \ ` ` ` `- ,� -,-ibis--�__ ___/_- ,/,, /// .,/, ,r/ / , / _-- /" � ,.
/ 1 , 1 %\ , \ \ \ 11 FLAT BOTTOM W 3:1 51DE SLOPES I `\ \ \ \` \ ` \ \ ` \ \, / --- `\ `\ ` \ HORSESHOE INLET i �I � - 'CULVERT 5 ; / ,/// / // i i' : ''-- /
/ I I I I i 1 \ \ \ _GRASS LINED CHANNEL I' DEPTH { `` \ \ \\ \\ \` \ \- \ _ ROADSIDE DITGH 8A , --'' --�`\ `\ ` \ II -' „ %i/"%/ ; / ,,z \5 - 1
_ ' I �`� - I-'�-r \-\ , \ \ ` - AREA = Ig336 5q ft - � ----`\ \ \ \ 1 I 1 PROTECTION N.,\ � _ -_ - _;40 LF IS RGP LOAS /'; ;� � /_ J /3 __ j''-' '
C - - -� I- T \ 1 , \ \ \ \ \SHEER STRESS 1.2a /j / ,- 3 __-__-� \ I I 1 \ \ \ i� INV IN = 332.10 /"� i, /'� ' / --.312;i
I I i /' - \ \` I I I \ ` DEPTH OF FLOW .62'------------�- \ ___-- HYD L6TH= 616 ''�/ -,__ ` I \\ \I I I 1 1 1 1 \ \ KF - _ _ ` _
_/� 1 I I 1 \ \ / " "
/ \ 1 1 \ \ / ___ \ , I - -_INV OUT = 331.70 % ,, / / / y='- -'� ---''; ;
I / ` 1 I \ \ 1 I - \ -HYD HT= 43 _:,.A,''/ --_ \ \ 1 1 1 I I \ \ g. 27----3- - _\ ' - " , ; : '-"'��---
' I I ` \\ 1 \ I \ 1 , QIo = 3bq cfs - / - ` --- / - -\ \ \ 1 I 1 I I 1 I \ \ `\,,y <t/'3-_---4= ____-QIo = 1.03 GFS %% ��� : / \5': -_-- /
/ i i 1 ` ` I \ I i I Q21 = 4.q0 Gf5 \ ------ - _ \ , 1 1 = -'- / _-__ I I `\ ` I i - - Ono = 2.00 GF5 Io' _---- _ `\ , I , 11 , , I 1 , 1 \ \ a2 Q25 = 8.11 GF5 - - '// -
I 1 / I \ I \ I i I , I , \ I \ \ - %\ 5'� T G \ fit\ -_ / - ' -\ i i 1 , I i \ \ `\ V / s� - / ' / ____-
I I \ 1 \ 1 1 I \ \ \ \ I `------------' _-' _ ' \ ` 1 1 1 , I 1 \ \ / 3_24•_-_---_-_- -ii i -i-' --' _ i / _
I / 1 \ \ \ 1 / -- / - -- -- �"" / ✓'-, 10 ----''
\ I \\ \ I I 1 1 I !DIVERSION BERM \ ,• \ \ ` `, _.3\3'/-' ___-___-_,` \\ \ j j 1 1 ' \ \ \ \ ,,((//�� / i ' -__-- �'SZ�•''��/- - �_-•� / / ' '�3 _--' _r--'
\ 1 1 1 1 _ \ ''i- 1 1 . N4.e / ----- ' % 5' -- �' - - ___
I 1 1 \ \ \ I I 1 1 , (TYPICAL) ` I 1 \ ♦ `-- ----- _" \ \ , I , 1 1 1 \ \ \ / ----- / �� i -' '31 /- , / _ -
_ _ - '�-'''�---= I __l3c
\ \ I, I, I \ \ \ i X I 1 I ` \ \` \ ` `-___--------- / \ I ' ' 1 1 \ \ \\ \ V ' ' / ' 319'-' ' "',_ - ' - �" ' ___ '�'' -___--
, , \ \ \ , 1 � \ ♦ _ CLEAR WATER DIY El \ /
\ \ 1 , \ \ 1 , , , SILT FENCE / TREE \ , 1 1 \ \ \ ----- . 111 / - \ __�____
- CLEAR WATER DIVERSION E2
\ I I \ \ \ I 1 \ \ I I 1 , \ \ \ _ 3 __- , \ �W/ REGP �-� : : : - ' _ _rV'7'-''_ _1----_
`\ `\ ` 1 1 \ 1 1 I I i \ \ \PROTECTION FENCE (TYf )` `\ 1 �° 1 I / �I I I I I 1 I I ! \ \ \ / / _-- I - _
` ` \ \ I __ \ \ . I I \ \ I \ \, � , III , , {III I ! ! \ \. \TEMPORARY CHECK DAM (TYP) r-''%_ �`, \\ i AREA = 56a46 sq ft �\\ ; ' ; ;, •W/ REGP - r - �---- /
•\ •\ •\ \ -\ \ i \ \ \ \ \ \ \ \ \ `! \♦ --` -, " I . V, �
\ \ \ \ ` I , -\ \\\\\ `\\\ `\ N
\ \ \\ \ \ \I I // , \ \ \ \ \\ \` \\ `��� I I I
, \ \ \ \ \ I I \ \ \. \ \ \ `, \ \ i'_-C6a- I I R N ! 1
\ \ \ \ I I Vs STONE LINE LEVEL SPREADER �; \\\ ,-` \ ♦I\' 'i I N i I 1 I 11
\ \ \` ` I ENTRANCE WIDTH= 10
1 \ \ d� I 1 \\ \ `` ---- 1 1 N R w I, 1 II I
I \ \ I i END WIDTH=3' `\F' , \! 3e N 1 1; 1 I I 1
\ 1 1 1 `\\ 't STAGE I SEDIMENT TRAP I 1' I
\ \ \\ `\ 1, \ II i LENGTH O' `\ `\ `♦ (2 PLACES) I I
\\ \\ \\ II I i 4' TIMBER LIPPING �`\ ` \ 24'x 12' X 2' DEPTH I I I I
I \ \ \ `\ \ \ DE516N VOL. = 25a GF I I I 1
\ \\�`, \\\\ ``\\ \`\ \ \\ I I \ I i `\- \ \ `\ `\ SURFACE AREA = 288 5F' I i �
`\ `\ `\ `\ \ . I I '\, \ BAFFLES AT b' 12' IS' 1 I I I
` \`,N \ OUTLET SHALE 3 I OUTLET SHALE 3 1 1 1 I I i I i I I i I
TO BE USED A5 TEMP. GLEAN / 241 LF ® 4A3% SLOPE ( I I 1 I I I I I I 1 \ I h
WATER DIVERSION W/ REGP 2' FLAT BOTTOM W 3:1 51DE SLOPES I I I I i I, I I i I
\�`\ c'`\ \ I i I I i i i 6RA55 LINED CHANNEL 2' DEPTH I I I I i i / I I I\ I
` \ \ \ ` \ 1 \ 1 , I I I 1 I 1 I \ 1 \ \ \ , (
`\ `\ ` \ \ \ \ \ , I 1 , I I I ! QIo = 8.31 cfs I 1 i , %\ I 1 \ \ \ I
� \,e \\ \ \ \ \ % I % i I I ( I ( Qas = a.65 cfs v 1 i I I I \ \ \ ` \ \` \ I
` ` \ \ \ \ 1 I , 1 I 1 1 ,\ \ \ \ i I \ , ,,\
I \ \ \ \ \ \ `\ I
\ \ `\ \ \ \ \ \ \ \ \ I I , I 1 \ \ I I 1 1 1 1 \ \\ \ \\ `\ `\ \ `\ \ 1
\ \ \ \ \ I 1 1 1 1 \ , I ,�, , \ I \ I I ` ` \ \ \ \It,,
1 % \ PERIMETER SILT FENCE `\
\ ` \ I I i i i I i I \ \ \ i \ \ III I \ \ \ � ` ` I
\ \ \ I 1 1 1 I I I 1 I \ ' I I \ \ \ \ \! \ \ \ W OUTLETS f660 LF \ \ \
\\ \I , I, II 11 1 I , , \ 1 I \ I \ \ 1 \ \ \ ` \ \\ \ ` AREA = 24138 5 ft ` `\ I
I I I I 1 1 I I I I I I I I-N, I I I I I `\ \ `\ \\�`\ \\ \ `\ `\ •\ \ `\ \ q' \ \`\ \ `\
I I I I i I ' I ' L\ N 1� - - \ \ \ \ \\ \\\ \\ `\ \\\ \`\\ \`\ , \ \ \ \\ \\ I
/ , T N I I 1 I I,, \ \ \ \ \ \ \ ` ` \ \ \ \ \ \ \ \
I I I I \ 1 a 1 1 I ' I ' 1 \ \ ` ` \ \ \ \ \ \ \ \ \
! / / / p , 1 o I j 1 I I i 1 I \ \\ \ \\\\\ \ \ \ \\ \\ \ \ `\ \\` ROADSIDE DITGH 12 \
/ �' / I 1 1 1 1 \ \ \ \ \
/ / /�%' : ; \ 1 I I I I i, , 1, \ \ \ \\ `\ \ \ \ \ \ \\ AREA = 2416a sq ft
/ \ \ \ 1 ---\ \ \ \ \ ` ` \ \ ` HYD LGTH=700 a
i / /,// �� ---.tip \ II \ \I '\ \ \ \\ \` I I I - \ \\\\\ \ \\ \` \\ \` \`\ HYD HT= I6' \ `\
N i I 1 , \ \ �` ♦ TEMPORARY DIVERSION -310 ! J ' --''- - ^-_`�`\ �\ HYD L= 500' HT= 30S \ti_/% ' ' ; ' '
rl I I 1 ' ' \ ' BERM / DITCH (TYP) ----_ �- HETLANDS -----\ \ I I I 1 SHEER 5TRE55 A5 - ; ,
I I ROADSIDE DITCH 13 \\ _--''_-- `\ \ I I DEPTH OF FLOW .25' `\ _ /'
AREA = 28161 5q, ft 30s--_"_" - - 1 , Q2 = G - / ' / ,
I 1 HYD LGTH=750' ---------------- 7--'-- _-''---�/ / -----, \i I Ili I I I la F5 �= / /
-30 ''/ - 1 I I 1 QIo = 1.58 GF5 / /
1 I /HYD HT=18 ----- /- - _ ----- , \ 1 1 1 , I ! I i 1 , , = / / , I11
QIo = 2So GFS-_________- _ . \ I , I I ROADSIDE DITCH 14 =_', / ,
/
'I i I I \ \ `\ \ ` - - 305- _--__-' __-'--- -,-, \ I I 1 I I I AREA = 7876 sq ft \ _ - / / /
1' W \ `\ \\\ `` 304'----- -- _-' _-' __ _-- -- ,-` `\\ I I 'I i I I HYD LGTH=200' E f //
I a \ \ \ \ ,-- --- __--' - - ------ \ \ , I I , I 1 1 HYD HT=2.25 \� / ! / /
'I I \ \\ \\ _ ___--3w'--- __- �__--' _ \. I 1 1 , ,I ' 1 QIo = b1 GFS \ / i / /
11 V \ \ -4 I\ \ ,- -- 302- ' ''' -'' / _ --- `\. \ 1 \ I i I , I I 1 I I \ `, ,�_,, /' / / /
I GLEAN WATER DIVER510N _ --' / I I I \ , /
, ROADSIDE DITGH 14A 1 , 1 , , \ \ \ \ ` / , , h i
, ' I W/ LINER (TYPICAL) -'/ / - _F\,
' 1 I 1 I 1 \ \ \ / / / t` /
AREA = 12126 sq ft I I I I 1 I I 1 ` \ / / / /
I I \`\ `\\ \ _,�pp� / '/-' _ `,HYD LGTH=125' i , \ I 1 I \ `\ `\ `.=_ " / / / / /
o \\ �`- ' / s I I HYD HT=2.75' % I 1 1 I 1 \\ 'r `\\ \\ /, / //
I I ` `\ _---- _- ' 1Qlo = 1.41 GFS I 1 1 , \ \ \ \ •- ,
\ 1-1
- - - - OUTLET SHALE q I, I, , 1 1 1 I I I s / // 1 i
I I`♦--------2ss•----'' TO BE USED AS TEMP. GLEAN ' i I i ' i i I I i 1 I I - D \\ � /� / /
__
I II `., -`,-_qQ, . WATER DIVERSION W/ REGP I i I\ 11 1 I I I I I I 1 --� //%
\ TREE / -, \. 1/ \ I , I . � . 1 ! I I , 1 I / __ ----- /
- I--- OUTLET SHALE q 1 i I I -------- --
I - PROTECTION FENCE / \ 11 I \ ,
p /- /" 240 LF ®8.33 A5 SLOPE ` \ I \ \ ,
\ o 4TYPIGAL) - : ' , 2' FLAT BOTTOM W 3:1 51DE SLOPES \ \ \ I \ \ \ STREET, V I
`-- : ' /GRASS LINED CHANNEL 2' DEPTH \ \\ \\ \ \ \ \. ` \
A,__ DITCH 5 SEDIMENT TRAP /; ' QIo = 1.41 cfs \ \
`\ \ 40'x 20' X 2' DEPTH Qx, = 1 b3 cfs P ,, �J�y�`^- ---I _mal:' / /
\ DE516N VOL. = 1163 GF "_ ` \ \ \ \ \ \ \ a \j \ ,
\ <p SURFAGE AREA = 800 5F - ' " ' _�, _` �` \ ` \ \ \ \ \ \ ` ` \ ` _'lL� , , , / , / I 11
\ `\ \ BAFFLES AT 10 20 30 - I - -`:4 \\ \\ \ \ \ - �, \ \ \ \\ \ \ \ \ \ '' / / / I
- - -I- - -1 I \ \ \ \ \ \ \ \ \ __ U ;
mow mma
L, �..� - \ w �:
MATGNL I NE (SEE SHEET C )
n -- -OVV Lr ® 1.478 SLUM / - _ I
......
-•2' FLAT BOTTOM W 3:1 51DE SLOPES ' -� �4_ --'' -
GRA55 LINED CHANNEL I' DEPTH � �� ;--- __ __ __---- -
--' QIo = 1.05 GFS 1 ' ; _ �3- ---- ------
Qas = 8.11 GFS '; ` --- -
i : - ---- - _-
'SILT FENCE W OUTLETS J500 LF , 11, _ - jl_----
� "; AREA = 24382 sq ft 1 '�o� _---_--__1--
--
I -, -1 _t _--297;r
/ ' / i - /
�� / 1/, // i ", ' / _- _-" -, j' /'�9,l' - L --------
/ /, /OUTLET SHALE 4 / - '
// //265 LF ® 5.14% SLOPE -'"'- �--_i___-•
GO ' ///'2' FLAT BOTTOM W 3:1 51DE SLOPES '/ --- _ -
I--J, // / / GRA55 LINED CHANNEL 2' DEPTH
zI
/ , , / OUTLET SHALE 4
/ / - / QIo = 4.36 cfs TO BE USED A5 TEMP. GLEAN ------
/ // " - 5.03
Gf5, _293-' �/ HATER DIVER510N W/ REGP ----
-s ------
I'-
'/ / / '
�S8 p / ; '
t /CULVERT 6 D� STONE LINE LEVEL SPREADER
, N
48 LF 18" RGP ® 2.25% i I ; 'ENTRANCE WIDTH= 10' ---
INV IN = 308.66 \ / END WIDTH=3'
D INV OUT = 30758 \`\ `\\ II 1 DEPTH-S' '
QIo = 4.36 GF5 \ \\ \ I LEN614=10
j Q2s = 5.03 GF5 \ L\\j%
\ \ 4" TIMBER LIPPING ---
1 i i.\ \ \ \\\ i i I ( / -
1� I \=\\ I"L \" I i, , /
LEGEND:
-LOD
LIMITS OF DISTURBANCE
-SF -SF-
SILT FENCE
-SFSF-
SILT FENCE OUTLET
SM
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH w/ LINER
l"_�
CLEAR WATER DIVERSION BERM w/ LINER
CLEAR WATER DIVERSION SWALE to OUTLET
320
EX CONTOUR LINE
�2o
PROP CONTOUR LINE
HORSESHOE INLET PROTECTION
ROCK CHECK DAM
®
MATTING
TEMPORARY SLOPE DRAIN
- TP - TP -
TREE PROTECTION FENCE
NOTE:
ALL CLEAN WATER DIVERSION SWALES SHALL BE INSTALLED WITH RECP LINING
IMMEDIATELY UPON CONSTRUCTION.
100 0 100 200 300
SCALE 1 $1 = 100'

TEMPORARY DIVERSION
BERM / DITCH (TYP) 1\ ATGHL I NE (SEE SHEET 5)
` 1 i �\ \ \ \ `\ �\ \ \ \ ` \ \ \ \ \ ♦ 1' r a � 6 , m i j� _ ,� / � i Y 1 \ 1 1 T` 1 \\�\ . T I` � � r _ P - � � . � �
1 \ \ \ \ ,\ \ \ \ \ \ \ \ \ ♦ i -- "'D C.i' T�RE \ \ \ 1 \ \ / I I \
\ -\ \ \\ ` \ \ \ \ \ I \ \ \ \ \ < t 1. i \ \ , / I T FENCE W OUTLETS t4O0 LF ' \ \ \ /
I \ \ I ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \, \ ° _--- 1©TF+ 12.-�,. \ I� N \ I ` `� =.- / i / 1 1 ' I 1 � \ `\ `\ `\ ? . \ ( /-' --- ---
I ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ "� - \ I 1 1� \ TEMPORARY DIVERSION / I I \ \ \ , _----- ---_-
\ / ♦ \ \ \ \ \ \ \ \ \ \ \ ' \ \ I I I \ 1 \ - / / / AREA = I"I85"I s ft \ \ \ \ \ \ -- ----
\ / \ \ \ \ _ " E�IB IQTW=3 / ' \ \ I N�g�( \ \ I _ / / / I , I \ ` ` \ \\ \ / /
, F
1 \ / ♦ \ \ I I I \ I \ \ \ \ \ `'Rr `\ \ \ ` •1---- 1 \ I I N ... I 1 \ \ BERM /DITGH (TYPJ \ \ `` - -' I I I I I l ' 1 i I I i i i 1 I \ \ \ \ ` `\ ` J / / e'- -'- ------
\ I / 1 \ \ \ \ \ \ ` - q ✓�" n=.5"i-'' -�,-- �\ \� , N rn I \ \ I 1 = / / / I l I % ' I \ \ \ /"111
1
\ \ 1 \ \ \ \ \ \ " °D I 1 1 I 1 1 \ I 1 I I \ \---_-____ --
\ \ i 1 N �j i 1 1 1 1 1 \ i i i' I i I `- O ROAD I I' / I / I I 1 \ ♦ ` \ I / i �\
\ I \ / \ \ I \ ` \ \ \ . \ \ ��.�� - I 1 \ I I I I \ \ - ! / / 20. ' ' 1 / I / 1 1 \ \ \ \ / / / --_ `.
�\ \ , , \ \ \ \ \ 1 \ \ I \ \ \ \ \ . 1 I I I I DITCH 5 SEDIMENT TRAP IGL.EAR HATER DIV F i I , / 1 1 1 / l I , / i / 1 I I \ \ \ \ I I I / -- , ��`\
\ \ , I \ \ \ \ \ \ \ \ \ \ \ \ `-LCI`Ji7TH=10 \ N I I I 1 I / / \ I / / / \
\ \ I \ p \ 1 \ \ \ - N� \ \ \ : 1 I 1 W/ REGP I / / / / , I 1 1 \ I \ 11 / / /-- -- \ ` `
\ \ \ - I 1 40 x 20 X 2 DEPTH _ SIi IIIII
\ \ 1 \ \ \ \ \ \ \ I ,c \ , `, `\� ` `�', \ I I I I J - r / i / , I / `•W / / , I I \ I I / . \
I i \ i i \ I \ \ \ \ \ \ \ ` ° " �-?a • \ I I I J 11, 516N VOL. = 1163 GF I AREA = 50058 s�7 ft / / / J I I , / / / / / • ; / I I I I N , , I I I / _
1I I I I I \ 1 \ \ \ \ ` ` \ \ a `\ \ ` \ ` __ \ - o "" I I I , , I / /SURFACE AREA = 800 SF I HYD L= 370 HT= 10 / I / / q0.0 LOD I / / / / , / 1 / 1 1 I I 1 I I I % , '-- \ \
I 1 I 1 \ `\ \ \ \ I \ \ N- o \ `\ \` \`- --- t\ \ ^--' / '- ♦ I J , I l l i i / BAFFLES AT 10- 20' 30' I SHEER STRESS 1.10 i i / I I I i / OUTLET SHALE 5 I / / J , I 1 1 I l / , / \� \
1 I 1 1 \ \ \ \ \ \ \�_ / I I l 1 1 / , 1 / - \
I \ \ \ I �` \ \ \ \ • ' / r I r I 1 / I / / / / / . 1 ' / % 1 I / % >` i / , ' I 1 1 / J 1
I 1 , \ 1 \ \ \ \ \ , 1 ` \ \ \ \ \ -- -- - ` ; 1 1 i 1 / I , I I , / 1 , I DEPTH OF FLOW .66 = i / , ' I , i / / / TO BE USED AS TEMP. GLEAN / / / / 1 / I I 1 I J 1 I i / - -?>?. `\ \`\
\ i I I \\ `\ \ \ `\ , I \ `, \`\ \`\ \`\ � \ -- \ ---,� ./ / I i i i I i / ROADSIDE DITCH 15 i 02 1 I / I i ' , I , ' WATER DIVERSION W/ REGP ' / i i i i 1 i / \�\
\ 1 , I 1 \ \ \ \ I I I \ \ \ \ \` --_ \ I I l / 1 1 I / / I I AREA = 20313 sq ft I I - 3.41 GFS I I I / 1 50.0 R/W I I I / / / . -,- " ' / / ' I I I 1 \ ' \ I i r `\ \,
I \ , I 1 I I I I N \ \ \ `\ `\ `\- _ \ \ �\ - o ' i i i i i iHYD L6TH=480' I I QIo = 452 GF5 - " 1 I I ' ' I i / / \ \ \ \ \ I I ' ' / OUTLET SHALE 5 �� i / , I \ \ I ♦ \ ` \ ?�•
\ \ \ , \ I I \ I \ ..., I \ I \ \ \-- ---- \ O / / \ -�% 1 I I I I , / / I I I \ , \
\ \ \ \ \ \ 1 r' \ I I \ \ �' I , \ \ `\ ---- --- - \ l I I I 1 I J 1 , l I I \ i , ' I 1 / ' / 248 LF ® 4.44 % SLOPE I ' / \ ♦ ♦ \
\ \ \ \ \ 1 ` I I . G I \ \I ` \\ `--------_---_ --- y" / I 1 I 1 1 I I 1 HYD HT=16 1 `\ \ / I 1 1 I I I I 1 I % � I �(/ i ' I / I I 1 \\, `\ `\ \ \\ \ I ✓/ \``\` _ \`\
\ \ \ m \ \ _ __ - - I 1 I ! 1 ' 1 I - I I 1 I I I I / / 2 FLAT BOTTOM W 3:1 SIDE SLOPES I / i I 1 � \ \ \ I I / - \ \
\ \ \ \ \ \ 1 I \ , , I \ \ \--------- ---- `< I 1 I 1 I QIo = 1.62 GFS I 1 ROADSIDE DITCH 14$ I 1 , 1 / I �� \ \ I \ I / \
. \ \ \ \ I \ \ \ I 1 \ \ I `\ `- J ! 1 I ' i i ' i ' 1 = I I ' I 1 1 ' GRASS LINED CHANNEL 2' DEPTH ; '' " / \ \ \ \ \ I 1 /
I I \ I I I I 1 .".� \ \ I \ \ \ \ \ \` \`` \ ---------- - - --' J \ '4oO� I I I ! I i / 1 I i 1 AREA = 28184 sq ft - i I I I I I I i I I N 1 -- ' : \ `\ \ \ \ , / ; / --\ \
I I O� I� I I 1 v `\ I \III `\ `\ _ --- -_ -- - I 11, I "--' y� I I I i I/ \
I p I I HYD L6TH=500 1 % 1 I 1 1 1 I I I QIo = 2.16 cfs O i I I ' `
I I I I I I I % N I I I I \I `\ `\-`_ _ - 1 ' ' \ \ HYD HT=� I 1 I I \ I \ \ \ \ \ \ JI - = 2.44 cfs _ ' - ---D STONE LINE LEVEL SPREADER' I I I I 1 1 I �--`\
` 0 I 1 1 I 1 \ , I I I I , `, \ \ , 1 I I 1 J ,
I I I I I i \ \ \ . (I) PROPOSED 48 LF OF - / , b \ I o I 1 I I I \ 1 \ \? ♦ \ \ \ I i 50 , I
I I \ \ \ \ \ \ �n CULVERT WITH 14A5 -2'la' Q . \I - -- ro O � I I I I I I d ` \ \ 1 , f' 1 I I ' I I ' I % ' `\ \
` ` ob . I , ENTRANCE WIDTH= 10 / I I 1 I , \
I I I 1 1 1 1 1 1 \ \ I . ` ___--- \ 1 I \ TEMPORARY I \ \ . . \ I I
\ \ \ Tp 1 \ J210 = 2.1-i GFS o COD \ 1
I 1 I 1 1 1 I , \ \ \ \ \ \ \-- INVERTS INSTALLED------•z73-' ' - ` S -` ' \ \ �= ` _ `�- \ ?ate ` \ , 1 !-END WIDTH=3' I I I I I i i i -_ - `\
1 1 I 1 1 I I / \ \ \ \ ♦ -- a "-' ♦ ` I , 1 ~� < \ HORSESHOE INLET \ I \ ♦ \ �� \ I I / / 1 / `
I 1 I I 1 I I I , \ \ ` \ ♦\ 6 BELOW WETLAND BOTTOM _ _------z72- - \ ♦ \ \ \ \ \ 00 \ sF�� ���1\ \ \ \ \ 1 1 / / I I
`` \�%' � - - Tp PROTECTION (TYP.) J --�� � I \ DEPTH=.S , i I I ,
' 1 1 , ' I I \ \` `------- _ - - \ \ `\ `\ `\ x \ / / \ ` \ ?9 - N. ? \ \ `\ \ \ `\ l i 1 j j ' I /'-`\
J I I I I 1 ♦ AND MIN. 12 GOVER TYP \ --271 \\ \ \ \ \ \ \ i \ a \ �i ♦ ` ` \ \ 1 , 1
_ __ I ` ` I LENGTH=10 ' I ' � \
I 1 1 I 1 \ `\ `\ _-_ r 27 \ `\ \ \ \ \ , \ , _ ' \I 1-h - -r' I? _ r \\ \ \ \ \ \ \ \ 4. \ \ ` \ ♦\ \\ \I 1 \` n - / � % j I % _
' ' ' ' ' ' ' \ \` - __- ------ .\ \ `\ �\ `PROPOSED\ I I Tp p \\` \ \ ; \�\ \ \ ; ` I \ 41 TIMBER LIPPING / / / / \ -\
\ \ \ -h __ . . \, \_ `_ N. • • ` __ PROPERTY LINE
1 1 1 ' ' I I I 1 I ` `` \``---------- '-- --`\ `2a9--_-- \I `\ \ \ I 1 I 1 N - - - _ _ _ _ I \ \ CULVERT '� `\ \ `♦ �e `\ \� _ -- J l
I I 1 I I 1 \ _ \ \ \ W , m 16 - -h - ` O \ `\ `\ „ `- `\ 1 // "-- 1 I % -\
I 1 \ \ \ --- \ -\ r \ \ \ a t I I 1 n - - \ \ \ \ \ \ I If / , I I I / \
\ 1 I I 1 1 I I I \ \\ \-- . \ \ ` ` \ \ ROAD , , 1 \ \ d \ - 48 LF IS RGP ® I.OAS ` \ \ 1 \ I - , /
\ I \ \ I I 1 I 1 - \`\ / _ -`' ``\ `\ \ \ \ `\ \ I 1 M Nii I 1 1 1 \ 1 \ I I \ - - \ \\ \\ \ \ , ` \ ` `` `\ \ ,I \ \ 1 ( _----- ---' i % / l % I \
\ 1 I \ \ ? - I �-- --- _ \ INY IN = 300.60 \ \ ? \` \ ` \ \ 1 / ,
I \ " i i i `\ / - � �- _ . ' \ gr- sB'ti �`\ -a . \ I i , `\ \`I I `\ `\ I ---� - - '----------- --- INV OUT = 300.12 \` \'� \ \.. \ I � a" \ I \ I ' I - __ - �, ' , / / 1 / / �- I I ., ` \ I I \ . PERIMETE-R SILT FENCE I \ I , s `\ `\ `\ `\ `\' i i
\ ♦ \ \ I / \ \
1 \ \ \ 1 1 , \ \� \ ` W OUTLETS ± 560 LF I I \ \ \ \ `\ \ - \ \ �'. I \ \ \ \ \ >. ``\ ``I \ \ I I ( ,-- ' - ��� / , , / /
♦ • • - r \ I i I \\ . ` \\ \ _ QIo = 2.16 GFS \
1 1 \ \ \ \ \ \ \ 1 \,--------- - . . \ \ . \ AREA = 'T35 1 s ft \ ` \ ` \ \ I \ \ I 025 = 2.4q GFS \ \ \ ` \ \ \ \\ \ \ I .-- / / / /
,-J '�-}%-r-I V - I __ \ \ I I 1 \ I \ I SILT FENCE ` \ \ \ d\ _ - _ 1 \ \ \ \ I \ \ \ \\ ` \ \ \ \ \ l I / /
/Typ \ \ \ ♦ \ ♦ \ a' \ \ 1 / 1 I \ \ \ \ \ \ . . . . . . \ . . . . I . 1 .\ 1 1 1 I \ \ OUTLET l 1 1 rJ \ \ \ �l�u -Tp __ � h�,� \ \ \ \ \ \ \ \ \ \ \ \ � • \\ \ / / III
1 \ \ \ \ \ I . " \. 1 , I 1 1 1 I I \ \ \\ \ \ \ \
I - I „ \ `\ I `\ \ \ \ I \ \ \ 1 `/ ,I 1 \ , 1 I 1 , , \ \ \ I \ ♦ \ ` `\ \ \♦ \\ \ \ ` -\ - \ \ ) `\ \ \\ `\ `\ `\ ; `\ `\ ?,p \\ ♦ `\ ` ?fir \ \ \ ` ` \ \ \ \ \ , ' l ' , ' / I I
1 \ \ \ \ROADSIDE DITGH I- \ `\ \ `\ \ `\ \ \\ `\ \ \ \ \♦ \ \ \ \\ \ \ \ \ \
\ ♦- 1 ? \ \ \ ♦ \ l I \ /
I , I \ \ __ \ ', / / 1 I I i I I \ \ 1 \ \ I \\ \ ♦ \ \ \ AREA = 1532-I s ft \ \-- __ \` \ / I \ \ ♦ .o\\\ \ \ \ ; I ` \ \ \
1 I I \ \ \ I I ! \ 1 1 I IV 1 \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ J
1 , \ I \ \ \ \ \ \ \\ C-- ` ` _ �------- . .,' `\ • • \ • •I / . 1 1 1 > 1 1 1 \ \ \ \ - / / \ \ \ \ \ ; \ \la \ \ \ ♦ \
1 I 1 \ \ \ \ \ \ \ \ J / / I M 1 1 1 \ \ \ \ \ \ \ 1 \ \ \ \ - / / \ \ \ \ \ \ \ \ \♦dj \ \ \ \ N. \ \ \ \ \
\ \ \ \ \ \ . . . . I. . I 1 I \ \ ` \ ` \ ` \ \ ,�\\\ \ / / ` ` \ ` \ \ ` ` ` ` ` ` \ ` 1 I
I \ , I \ ` \ \ \ ` ' I I / / l I \ \ HYD L6TH=700 \ ` I / TEMPORARY `\ ♦ `\ \ \ ` ` ` \ -` ' \ \ \2 \ I
1 ` I I \\ \I \ \I I ♦ \ \ / . .� I \ . / I . / / /� / ' I 1 I I 1 \ \ \ \ `\ ` `\ ` `\HYD HT=26' `\ \ `\ : \ ` , \ \ \ \ ` \ \ `\ - \ \\ ea .\ \ \ \
\ % \ \ \ \ \ \ , \ \ \ \
\ I \ \ \ / ` \ i / / / i / i I I i , \ \ `\ \ \ ♦ \` \I ♦\ \_____ \\ \\ / GHEGK DAM (TYPa `\\`\I \ \ \` \ `\`2 -``- \ >4.- `\ `\ `-\ \ \
1 \ \ \ \ \ \ \ \ \ \ `\ / � �.' I I / / / / / ' I . ,, I I \ I \ \ \ \ \ ♦ \ `\ \ QIO =_ I\ 2 GFS \ `\ \ \ --___ \ \ . I \ ` �,� \ \ \\\ \ \ \ \ \ ,- \-` -� \��`-- `- \� \ \ ` \
I , 1 ; ; \` ` \\ \ \ `\ \\ \\ ; . I \. . \` I I / i i i , ; I I I \ I \ \\ `\ I\ \\ `\ \\ \ •\ � \ ` ` -` \°� N-\ --- •------ \ s / I i i \\ `:'` ``\ \� \ `IIII \�`\ �\ `-� `\\ �\ `\ ? \\ \ `I
\\ \ -\ -- `-\-- \ `\ 1 \ \ \ \ \ \ \ \ ♦ \-_ \ i I ♦ \ \ \ \- \ \ \
I 1 \ \ \ \ -\ I I / ; \ \\ \ \ \\ \ I \ ;� \
\ I 1 1 / / i \ \ \ \ \ \- `\ - \ \ \ \ \ \ \ \ \ \ \ \ I \ LIMITS \ \ 1 \
1 , \ 1 \ \ \ \ \ I \ \ \ \ \ I 1 , 1 1 1 / / / / 1 I 1 \ I \ \ \ ` 1 \ 1 \ \ ` \ iiq \ \ I rn \ \\ \\? \ \ \- ` \ \ ` \ \` \ \ \ \\ \\ \
\ \ � \ DISTURBANCE (TYP.) \ � \ \
I , \ \ \ \ I \ \ \ 1 \ \ \ r r \ \ \ 1 1 \ , ' / / ; �/111
I I I I I I I , I I I \ 1 \ \ , \ 1 , O \ \ \ N.\ \ \ \ \
1 \ \ \ \ \ 1 1 1 1 \ I I I, / \ \ \ \ ? \\ \
\ 1 \ \ \ \ I \ r \ \ \ N\ \ \ 1 1 \ 1 1 1 \-- \ .� / q1 \ I ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ S \
I 1 \ \ \ ♦ \ \ 1I,
I I \ I , \ ` ` \ \ \ \ I \ \ \ \ 1 j 1 I I 1 I I 1 I ' -` `\-``------ \ \ 1 Ili I \ \ ` N. N. \` ` \\ \ \ \ \-\tea?\� \ `\-`\ N. \ \ \ \ \ \ \
I \ \ \ ` r r r \ \ \ \ \ I I /I CLEAR WATER DIV 6 O� \ \ \ \ \
I I \ \ \ I \ \ \ I 1 ` . ` ` \ \ \ \ I ' I I 11 I I ` \ \ I' , l `\ `\ Q9' . \ \ \ \ \ \� `N \\ \\ `\ `\
1 I I \ \ \ \ \ \ I o, �G`\` `\ \ `\ ` \ I ♦ ` \ \ / I I ' I I I e-- \ \ \ ii 1 1 \ \ ` \ \ \ \ ; \1 `\ ` \ . \ ` \ ` \ `` \-`\`\ `\ \ \ \ \ \ \`
I I \ \ \ \ \ I I r \ \ \ \ \ i ROADSIDE DITCH 18 I W/ REGP ` `\ __-- ----,-___- / / I I \ \`• �• `\ ` `- `\ \ \
/ / I I \I , \I 1 1 r I I rI r "-^. --+• `\ I \ OUTLET SHALE 6 N \ /1 q. / 1 I I 1 _^\ \ � ` \ \---' - ` \ _-_- /' ' \ \ \■ \ `\ \ ` ` \ ` \ `- `` \ \; \` \ \ ; \ `?
J ` \ I I \ , \ \ / ' I ' I AREA = 442-18 s ft ` \ \ s ` ` `
I I \ I \ AREA = 18280 s ft I I SILT FENGE/TREE r \ \ \ \� a ` `
' ' 1 I I ' 1 I I I , \, / / I SHEER STRESS .7 a- __-- \ '% / \ \ \ \ \
1 / 1 I 1 I I I \ I I ` TO BE USED AS TEMP. GLEAN ' HYD L6TH=450 / / / ���
I I 1 1 I / / 1 \ PROTECTION FENCE --____-- \ .. \ ♦ \ \
I I 1 I \ I I I / I . \ \ ¢ \ \ \ \
I 1 1 , / / / / \ \ \ \ \ \. \ \ \ \ \ \ \ I
' I I I 1 1 1 1 . I . . r\ 1 'HYD HT=11 / / / / / / DEPTH OF FLOW .34 � �`\ _ (TYP) \ /' / \ \ `\ , o ` 1 `\\ ?a `\ `\`\ \\ \
1 / 1 -I r I- \ _ \ WATER DIVERSION W/ REGP 1 / / ♦ - --� \\ \\ / , / `` \ ``, `\ \ O `\ O \`\`� `\`I ♦ \ \ \ \ `♦``,
I I 1 1 1 I I I I I I 1 1'n I 1 1 / --\ -\ \ ' '7IO = 1S3 GFS / I / / / / / _ 1 _ ' .---- T \ \ 2 \-I \\` `- \ \ \ \ \ \ \ `c'•`� \ \ ``% \ \
/ , / / IHYD L= 425 HT- 15
/r , / / I __----------- �''i \ \ \ \ \ \ \ \ I
' 1 I 1 ' ' OUTLET SHALE 6 1 / / / / / J Q2 = O.qb GFS IS, i / \ \ \ \ \ \ \ \ \ \ N
1 I I 1 , I I I � ,. F r 1 Ir .1 \ r I 1 I / / / / / I / / , \\� --- \ \ \ \ \ \ \\ \ \ ` \ \ \ \ \ \ \
I 1 1 I I 1 1 1 I I 242 LF ® 5Acf % SLOPE I 1 / / \ ' -- \ I, I I \ \, \ \ \ \ \ \ w
/ I II I I / \ \ 1 , / / / / / / / , QIo = 1.28 GF5 r , \ \\ \\ \ ? \ \ \ I \ \ \ I \
1 I 1 1 1 I I 1 I \ 1 1 1 / / , / / , \ \ ., \ \ \ ♦ \
1 1 1 1 1 1 1 1 / ` 2 FLAT BOTTOM W 3: I SIDE SLOPES J / I I i \ ,��� " �\ _ \ %, \-- \ •\ \ \ \ a, \ \ \ \ \ \ \ I I \ I \
I I 1 ,� r r\ \ I I I , \ \ CLEAR WATER DIV H --
I 1 1 \ - \ 1 I I I / / l \� \ ,, \ \ \ \ \ \
I I I I I 1 f / . / / / r I 1 \ �-� ♦ , I \ \ . ` ` \ \ \ \ \I I I I I ;
� J 1 I I , l 1 r / r / I r / / I ,\�\ \ I . / \ \ I 1 1 \
/ I 1 / 1 , ' / �` , , GRASS LINED CHANNEL 2 DEPTH I , / 1 \ I \ , I I I
/ I 1 1 I i , / l ` , I I I I / / ' / / I I I ` \`� ` W/ REGP - \ ` \ ,, \ \ \ ♦I \ \ I \ \ I
/ I / l , , ' ' , I , I' / , / / \ QIO = 4.20 Gfs I I I I / / ' ' IIII\I \ v- `-------------------- \ /11 Iql .-- \ \ \ \ \ I I I 1 1 ' 1 ' I
/ / / / , i i , �, . / r, / ./ r r r . I , , I I , I 1 ' !\I\'\"\' \ ` = 2O82Oq sq ft
/ / / / I 1 I I / I I I I / I \ , Q25 = 4.84 cfs ' 1 ; _ _ Inryunlu ul�iuniiiniulluuniliniii Iiii in1j11\,\,\` r \\ \ o `\\`--- -AREA ST•RE55 .82 // � � SHEER \ "'IIq I `, 1 I I I I I I I I I
/ % % % / ' , , I I I / ' ', 1 1 i j \ , \ , 1 , 1 1 1 1 \ \. _ `\ \ \ -\`\ \\ \ I I ' 1 I I I I I 1 I 11 Ill
1 1
/ , / / o I I I I / I I / /r / . . I I I I I 1 ; ' I I I 1 1 I , \ 1 \ 1 So' I I , \ `\ _ x 28;DEPTH OF FLOW .-TO - t, _ \ � I I I I J N I 1 , I I I 1 l, 1 1, 1
__ 1, I I 1 1
n / , , / , , 1 \ \ I \ \ •------ \�--------------------- \ \ \ CLEAR WATER DIY I = II 1� I 1 1 I I I I I / N
/ I N / / / ' I 1 \ w I I 1 \ \- _ - - _ I I , I I I 1 1 1
- HYD L= 800 HT- 235 I I , , 1 1 1 1 1
/ / / I , , / i Duo T L11 LEVEL SPREADER', uo i I sF \ \ / \ \ \ \ \ `\\ `\ `\__ ____--------292- \ --W/ REGP = i ' ' 1 i i { , I J 1 1 I { , N
-' i/ / / I I I / I I�`I�-- 10, \ / \ O I , \ \ ; \ \ . � __.02 = 4.22 GFS - - ----- , I l , , , I I / 1 I I I N J it,
/" ' I i N I I I 3i I 1 1 50.0 1 I \ \ \ _ `\-- --QIo = 5.60 GF5 ---- \_ �\ \ - ____ a --------- i i i i I i , i
AREA = 83364 s ft � / , ' I I 1 , l 1 / 1
%
/ / I I I / Tip I S OJ 1 \ \ \ \ \ \ ► '� - -^ _ - -- \ _ _ , \ --•SHEER 5TRESS .84 _ / / / / I I / ' 1 I I I 1 I 1 ' I 1 / ' I
- -'- I II / II I �.rJJ/ I . . -s- J., / I , 1 1 I , , ,
. 1 LVD - 1T} ^1Q--�RGF 3 n,?,fl\ 1 , ` \ , ` \ 1�Y1--291''' . ' / / / 1
-----'' / i / / / -r^ I ' N I I \ D \ L"" \ I N �\ i \ ` \ \ \ -f `1 - \ - - ---- \ \ DEPTH OF FLOW .48 = _ / / / / / I 1 I 1 1 1,6 i 1, I { 1 N
ti1°' /'' / / I , i I % i I i \ I \ \ I \ \ \ \ \ \ \ \ I I 1, c \\ I \\ \ \ \, = Z - /------- ------ ROADSIDE DITGH 1-1 \ _ \\ -- HYD L= 590 HT= 13 - -- j---'' / / / i 1 N i ' , I i N I , I I i ' i
\ � , 1, 1 1 1 1
-' i / / / "f TI L7PPI \ I 1 \ I \ \ I 1 AREA = 48352 s] ft _ _ , I I 1 I 11 1 1 ,
------- -�.� / / , / / I' // / \ ` \ \ \ \ \ \ ` \ \ \ 1 \ ` \ \ \ I \ ` -------- --------- -F _ \ \ \ _-----_-_- ----= ' I 111N I ' ' ' ' '
_-- / , / , / / \ \ \ \ \ \ \ \ \ \ �. _ CULVERT Q•- I Q2 = 1.92 GFS I I / I ,� 11
I 1
' I ' / I `\ I \ \ I \ +- _ \ \ \ •\ \� \\ II _ HYD L6TH=1000 ` _ / I / I 1 1 , I '
' ' I / i ' \' \ \ ` ` ` `\ \ I \ \ `\ - -- ------------ ` ` -,QIo = 2.54 GFS _ / I i i I i i N
----____-- [ ., . / I • ° \ \ �1 \ \ g , 40 LF IS RC ®1.65%--' _ , / 1 - I I I
-
/-1 I l 1 / \ , , \ \ 1 \ \ \ I p0 TF \ \ \ ` U.; _ - HYD HT=25' \ _ --_ i / i / I i / 1 f i ' , i
V - -QIo = 3.58 GFS - / / I I I 1
/ / , , , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - 1
---------- / / I �/ , , \ ` \ \ \ \ I I \ `. \ \ \ . - INV IN = 276.00.-'' - \\ : i ' i i i i i I I I
I \ \ \ \ \ \ \ \ N \ \
_/ / / / I . / \ . \ . \ \ \ \ \ \ \ \ I \ .r \ \ \ I ` \ INV OUT 2-f5.34i '" __ - ---- `-\ -- - / l / I , I I , 1 I
"
` \ \ \ ` I \ I \ ` ` \ \ ``' 010 = 2.16 GFS _ -\ - a8,1, - \ � o i i m I ' i
/ , ,: \ I \ \ \ _ I TEMPORARY _ es \ \ , / / I 1 / 1 I / I , I M I
- - - --%' I /I l.1 I' r � , \\ - \ • \ \- \ \ `\ \ \ \ \ \ I \ I `� \ ` V Q2rJ = 2.4q GFS / ' / - 2 . �`\ / � _ /N / I I I /l l / / / I I I 1 1- ' J I
------ I / / / \ \ \ \ \ \ \ \ \ \ \ � - -' , . I ---- -
-------_-- ------ ti6� / i / i I �� I I I I i I i i i ROADSIDE DITGH NSA I I\� - - - _ _ _ -
---'' / / 1 I ./ / . \ . 1 + \ -I , 1 \ I AREA = 128g7 s ftI ` `� - auuu_T--------------- /
�7
GHEGK DAM (IYP.) - ` '� � -' � �� \ I � � � � / / � i i N I I / , 1 I I I
'/\\ � , , // / I
?s2,---% / / I ` I . I - I I i i i i i I I HYD LGTH=400 I \ \I\ 1 , \ ----------------- -- -- _----- / \ -- _ _ -- g9� %� / j / i� // i i ,/ II / III i 1 I
l $' `
r \I r M I I lI I I / , , , \ \ \ ♦\ ♦\ 7(�T// \\ \ - ------ . / , ' , / , / / I / I II
_ i 1 ' I r \ i I /, ; I v 1\ GAS'\ \ \I\ `\I\ I\\ \ - _-n _` _ I_ --- -->- <-- - - -- ---- / \ \`\ _- -- : �L J : : / i i i ! / I
1 I Ir 1 r l / / / TREET - -
/ .� - /
I '- .I / r /. -% r 1 I I 1 ' 1 I 1 I \ \ i ♦ \ `\ \ `\ \ \ ♦ I �- _ \ ` \ - �' ' -"i i , , ,, i / i , / ' /``' I / I
\ / --- � / I I / , \\ r I I I I I I I , 1 1 I l \ \I \ O \ \\ ` \ ` ` \ I- I ��D �{P ' � / / " - \ � \ \ \ /,' � / /�/ i ,� /' / / , / / � / /I /
\ I
\ I / I/ ,1/ I. r . \ 1 1 I I I , 1 I I \ \ ,, \ \ \PERIMETER SILT FENCE ' \ I 1 , �>-7 L9DI n \. \- ` - .I J , ✓ ' / / i/ �? i
\\ I / / / I 1 I I 1 I \ \\ \ ?e \ \ .W OUTLETS t 385 LF \\ 1 I , / , / / -_ - CULVERT 8. , 1 ------ / .I / / , � / : / : / / / I i
N. /I 1 I / \ 1 1 1 I 1 \ \ '. ♦ 1 \ I - I I I / \ `-� ♦ \ , / - , /
AREA = 3627 sq ft \ __
�\ / , I 1 r .\ I I \ 1 I , \ \ \ >\ \ `\ \ \\ 1 I -"PERIMETER SILT FENCE I y \ \ , _ 2 / ,, / / /
\ / 1 \ \ \ I ' ' / - RGP ® \ , , , ; I �� / ' //
- ` \- \\ \ / ' 1 / 1 \ ' \ \ \ ?B6 \ `\ \ \ - \ INV IN = 287.gJ.� \ \ 1 ' "i i , , i , �'ly i Ii - ' "I / i / %
`� ` I / 1 1 1 \ \ \ I = 5.62 II'1/i1r \ I t I / ' --`\ \ \, 1 / / � � 0 / / i '
\ \ \ \ / / \ \ \ I I \ \ \ ♦ \ \ 1 I O W OUTLETS t 325 LF 1 I / _ \ \ \ , " / / , , �. / , // /
I I / / ' . 1 I I 1 I \ \ \\ �2 - S2 1 ° _ I 1 r 1 1 \ \ \ INV OUT = 261.50 \`// 1 --- --- / , �' i . / / III ; i j /
\ \ \ \ \ / / , I- / / �\ \ \ \ \ I ♦ \ `\- ` \ `\ \ `\ �\ ` �\ \ `\ `\ `\ I 'L AREA = 1a325 S/7 ft 1 1 1- \ ► \ \ \ tiC ' " i / / / , , / / /-' ,
• ♦ \ \ \ \ \ \ I / ' i i I \I \I QIo = 2.16 GFS \I \ - ' m / '/ / /' - _ /
\ \ \ \ \ / / \ \ \ \ ♦ `\ \- \ \ \ \ \ \ \ \ \ \ I / / I 1 - , r \ \ \ \ Gm = 2*\ GFS \\ - 1 \ 1 , 'L , / / / - , " '1N ! - '
\ \ \ \ \ \ \ 1 / r r r r r ` ` \ \ \ \ \ \ \ \ \ \ - I d / „ -` I i' " , , - / / / , , / I- - -- " /
\\\ \ \ \ \ \ / I I � \ I \ ''2e \ \ DITCH 6 SEDIMENT TRAP / -, \ - /, / ,N / , / , / /
\`\ \\ \ \ ` \ \ I 1 , / / I I ♦ \ _--_- - \ \ \ ♦ - CLEAR HATER DIVERSION SHALE L , , , / / , // - � ' /
\ \ \ , , \ / , _ - \ \ ♦\ \� \� \ - \\ \\ \I \ \ \ \ \\ \\ \\ I I`\�� __.36'x IS' X 2' DEPTH / I 1 " \� \\ e'
\ \ `I `\ \ \ 1 777 `\ \ \ \\ 2 \ \ I o _ 260 LF ®LOR'i , ' . / '" /, / / / �X / / / /
\ \ / ROADSIDE DITGH III I • / • : ' �- I /
` , I 1 I 1 y f - - \ ♦ ♦ ` ` \ \ \ \ \ I I DESIGN VOL. = a0-f GF ' . HYD H6T = 10 \ I I 1 / / / a / / / -
I 1 ` \ \ \ \ I 1 I I / / \ . \ \ \ \ \ `\ ?so - \ \ \\ AREA = 30836 5 ft'`\ \ I 1 ° ' //' / I I /- / -- \ `_ ` \ \ 1 1 , / / / / / , " " 1 - '
\ I I 1 / ♦ \ \ �i -� SURFACE AREA = 650 SF I / / " -- \ 1 / / / i /� / I / i
% I I I I I 1 \ \ 1 r , ,I \ \ \ `\ \ `? \ -\ \ I \ 1 `\- \\ 1 II ` r ' 1 1 1 / / WETLANDS \ I / , / / , % / / % % ---- /
\ \ \ , \ . . r r . I \ ♦ s \ \ \ HYD L6TH=400 \ 1 U- u _ BAFFLES AT Q IS 2-1 / / _ - = 2.`6 Gf\ \ \ 1 II ' / / / / / / 1 /� / - � -I ------ i
I I I 1 , I I / , --\ \ \ \ \ \ \ \ \ \ HYD HT=31 \ ` I �- - / - I / / / / ---- \ \ \ ?�3 \ \ \\ ` ` ' 1 - / % \N % /j I I I / / "11
/ / / I 1 I 1 1 / / , = . ` S6 \ - \ \ \ '\ \ \ I / / 4 -\ \ \\ \ \ \ \ \ \ / I / 'Y / / I I / / I I or
ti ,-� ' -
' /I 1 I 1 1 J / / I \ - ♦ ` ` I - ROADSIDE DITCH 20 / / f ; II ♦♦ N. \ / / / I / / /
/ / , N I I / "--- / I � \ \ \ QIo = 2.80 GFS \ \ IV L = \ \ \ \ / / I / l I 1 1 / / ' --' /
' / 11 1 I 1 / J /' \ I / I S) \ \ - \ I \ \ \ ` \ \ \ \\ \ I I - AREA = 32664 s ft / / / / / \ ` \ \ \ ♦ ` \ I I \ \ \ 1 / / / / / I ; / ,
/ , I / / , 1 / / . \ / . \ %` \ \ \ \ \\ \ \ \\ I I - HYD L6TH=q00 I / \ \ \ \ / / / /III I 1 1 / /
"-'" � : : ' / / , I ' / ' � , \ ' / I I `-- \ \ \\ \ ♦ \ \ \ \ 1 O •10 \ - HYD HT=31 � / , / f \ \ \ \ \ \ ♦ \ \ `� \ I I 1 1 � / / ' ' / n^' i ' i ' , i i i i i --- _/
/ 1 i i / / / / ' / I I / \ 1 / / \ \ \` \ \ \\ \I \ \ \ \ I V / I j `- - R' / , , \ \ \ \ \ \ \ I I \ 1 / / N 1 1 ---- '
-: ,' ,' : / / / , / / / / . . . . . . I \ ' J / I \ \ --\ \ \ \ \ \ \ \ \ 1 = QIo = 3.00 GFS / / , , 4 4 \ \ 1 \ \ ♦ \ \ \ \ / / / / , / / / / ' 1 I I I /
/ / / / / / / / \ 1 m % ` \ ` \ \ \ I ` I I - / / / , / , \ \ \ \ \ \ 1 / / / N I /---_-_------ i-
\ ♦ \ / / \ I \ ♦ \ \ 1 1Y 1 I m 1 1 , / I I V� TLAND- \ \ \ 1 I / / \ \ \ ` ` / CLEAR TER ' I I N I
/ / / / / / l / , r r -� --_� 1 , N J / - \ \% \ I \ \ \ \ \ \ I I 1 _ r / ' / / / I , / / `\. \ \ ` \ I \ ` `\ I / I D I I I ' I N ' 1 1 tl 1 -_-__
-
11
11
"" I - / - / , / / \ ' 1 I - \� ♦ \ \ \ \ 1 1 F- - / / / , / ' ` / ` \I \\ `\I I I \\ \ \ \ W/ EXCELSIOR I I I I I I 1 / // / J _,
- ' - / - , - / , / , / / \ \ I I 1 1 \ \♦\ \ ` I I ♦ \ I I I I I \ \ I I I i ' I // // l / /' I ' / - \ \ \ \ \ \ \ `\ \ \ '1- ~I _ AREA = 4288q s ft I ' I i I I I i I' ,
/ I I . . \ . . I > I \ \ \ \ I - I / / ./ . \ `\- \ \ \ \ \ \\� I , / q. I 1 I I I 1 1 1 , ,' "
/ I e , / / , 1 I \ ' N ' I 1 \ \ � \ \ \ \ ` \ \ \ \ o I - A / I i / / I /----i-- ---- II \ \ � \ I ` SHEER STRESS .85 Ili I I 1 i i ' , ry, , I . I W 1 I \ \ \ \ \ I I I I i / / / / \ \ \ 1 8
\ 1 / / / / I / N I \ \_ \ \ N \ I I 0 - , / / I / / / / / \ \ \ \ `\ \ `\ I 1 I ` DEPTH OF FLOW .4 o I I 1 1 ! , / /
\\ \ 1 , t / / / I / . I . .. . . �, I l \ -- ----- -r__-- I I % / I / I I f . . \ . \ \` \` \ \ \ \ < I I 1 1 I I I , ' "'
\ I / / / , N 1 1 \ \ ---- TEMPORARY ; `\ i I = , / / , , `♦ \ \ ` \ \ \ \` \ \` \� 11 1750 LF ®2.255�i I I I I I I � I I 1 , // /� / '
`\� `\\ \ \\ 1 I I I i I I I \ ``\ -�` CHECK DAM I = _ -
\\ EGK (TYP
------.e--` - \ \\ I ,1 `\ ; .% \ II I I \ I I I = , ' I,
\\\ \\ I \ \ I I / / . . . I_ \ \ / // / / , / / / . Ir-, -- . \ \ \ \` \ \ \ \ 1 I / 1 1 1 N J 1 I I I / /
` \ I l I I 251, I \ \ --- -- " / I / I / , / / \ ` \ - \ \ \ \ \ ` \ \ I \ \ ` `\ \ I 1 i HYD H6T - 35.8 /' ' ' m I i ' ' 1 / ' / / , / i
1 \- . \ 1 1 I I I I
` \ `--------'-- - r \ \ \ \ \ 1 I I I ` \ \\ \ \ I I I I I I �/ - \. - 2 `\ \ `\ `\ \ \ \ - \ \- \ \ 1 I i I \ I ` I I \I I / / I ' I I I I , 4 4` \ \ \ I \ \ \ \ I ' I 1 Q2 = 2.16 GFS / , i 1 I I I 1 I i I i i i
- ` \ \I I \ 1 I / \ \ \ \ \ 1 1 -\ I \ I I I J / / ' II 1 I 4 , I \ \ \ 1 \ \ / % / I 1 I 1 I 1 / / /
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•\ \ I I ' I 1 1 1 I I I \ \\ `\ `` '` I , 1 I V 1 1 % , I 1 `\ I . 1 a I 1 I I I i
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1 1 I I ` `\ - - / I I 1 I I I I 1 1 / ` \ I \ \ \ `\ t� I p % % I I I I I I \
\ \ I ' ' / /, I / I I 1 r r r r r ____------. - I / / I / N I I I I 1 I I, 1 - / / 1 I - I \ , 1 l
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I i i , i 1 I I / / \---------- \ \ \ I \ \ ` \ 1 \ /AREA = 480-fb s ft I \ I ` \ \ I , / I J I / \
r I ` c eo 1 \ / 11 1 1
\I I I I 1 1 1 1 1 1 / , / \ I \ I ` \\ `\ \I \ \ `\ I -\ ` `\ `\ C� 1, II _ - `\\ `\ // / q I /2 1 ; II \ \ \ \\ \ 1 1 I I I 1 \\ \\ ♦ \
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\ 1 1 1 1 1 / \ \ ---` - \ \ \ \ \- 1 \ \ \ \ \-- \ N. 1 I 1 \ 1 N I \ 1 1 I
\ I \ 1 1 I \ \ 1 I ' i / % / \ ; } r r -r . `� \ `\ \ , \ 1 I I \ -` ``-\ \L I ' 1 \ -\\\, `\ ``- /'r _ - \ \ \ \ -----_ `\ 1 1 1 I I I 1 1 IN 1 1 \ \ `\ \ I 1 I 1
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\ I I / I l l \ ` \ _: - 1 \ --- I • \ I I . \ I N I ' 1 1 \ , \ \ \ 1
\ , I \ \ 1 \ \ I I I / / / 1 1 / -- \ \ I LIMITS OF \1 1 \- ---- ` I 1 I I I \ I \ \ \ \ \ I I
\ / I I I 1 \� \ - I \\ `\ \ -� i I \ I
\ \ I \ \ \ , -\ \ HYD L- 750 HT= 25 I \ \ . . I � 1 1 1 � 1 \ \ \ \ \ I I 1
IIII II II I I \IIII I I / I I . I r 1 r I r r r r - r I I \ \ \ \ - , \ -\--\- `\\- ' 02 = 2.04 GF5 / - 1 1 \ --- 1 1 I ! ' l i I I \\ \ \ \\ `\ \ I
I I I\\ I \ 1 1\ I 1 1 I 1`\-` I I I I \ I ( J I \,- J210 = 2.�1 GFS \ --- - I \\\ I 11 1
1 DISTURBANCE TYP � I \ \ I I \
\ \ \ % \ \ I \ \ \ J I / ' 1 1 r . . . r r r \ \ I I I I \---__-- , 6 \ ° , / I \ ` \ `\ \ -_-- \ ' 1 ROADSIDE DITGH 23 \ \ \ ♦ ` \ \ I 1
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I I \ v. \ \ I \ \ \ \ \ \ \ _-- - -\ I , \ \ ` ___-- - \ ` \ ` \ / , , / I ' I- \ ` \ \ PERIMETER SILT FENCE ` I 111 HYD HT-25 \ I I `, \ ' i � i I
\ / / / " " \ 1 r \ I 1 /
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n I \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ `\ \ \ ` \ ` I I . . . / . . . . I 1 1 \ \ ` \ <-` 5 \ O ` d` ` \ \ \ �%- / I I / 1 � 4 -\ I \ \ \- _-_- \ \ I \ \ I I I I 1 I I \ \ I \ \ \ \ \ I I I ' /
\ \ , \ \ \ \ \ \ \ \ \ \ \ ` I I I / 1 \ I \ ` < \ \ AREA = Ig325 sq ft 1 \ \ III
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I \ \ I \ ? I \ \ \ \ 1 1 1 ' I \ \ \ \ \ / - ---- . ♦ _ I / ` / \ \ \ _ I \ \ \ I 1 I I I
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\ - \ \ `\ `I \I \ \ `\ `I `\ ♦\ \ \ \ 1 I 1� I I I I / % 1 \ \ I DE516N VOL. = 25a GF,---\� I \ \ _ I I I - 2 __-_- ---- - I / v 1 1
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\ \ \ \I \ \ \\ ` `\ `\ `\ `\ \ \ ` \ \ i I I 1 ' ; / I I \ I I SURFACE AREA = 288 SF `\ ` ` I I \ \ ` - -__-- , o I , , I
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I 1 I \ - \\\ 1 I I I I 1 " I I \ 1 I I I I , 1 1 / / \ -" r t, 1 \, \\ `` ?
1 1 1 ` , \ \ \ \ \ I , , I / / 50 LF ®LOAS SLOPE ^.\ I I I \ 1 J ' / / ' \ \ __-- -- J ti III \ I I m \
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I I I ' I \ I I I \ 1 1 1 I I 1 1 I `\ \ \ `\ ` \ / \` I I 1 I 1 _ / : I // / I , I \ 1 ' J I I \\ I\\\
/ 1 I 1 1 \ , 1 \ I , I 1 , \ \ \ \ \ r\ \ ?, r , r r y ':2e . . HATER DIVERSION w/ RE \ I I - HORSESHOE INLET / / / 1 ' ' 1 / i i \ I \
/ 1 , I I I 1 , , \ \ \ \ ? \ \ / QIo = q.q5 cfs - \ ,I 1 1 1 - ' I - y -I - / / ' / \ \ ` \ ' ' ---------------- I I I ,'
I J I I I I 11 1 1\ ` \ I I I 1 r I r '\ \\ . \ \I ' 1 1 , PROTECTION ' r -� . . 1 /// I l ' I , , - I 1 , I \\ I\
I , I N 1 \ \\ t \ \ 1 1 1 1 \ \ Q25 =11.48 Gfs \ I \ \ I I I I 1 1 / I \
/ / I 1 I I I I 1 \ \ ` `� •` \ \ \ `\`-- , . \ 1-OR \' I I I / / / / \ , I I \ 1 I 1 / I
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/ \ \ 1 \ \ \ \ \ \ 1 \ I I I r I ` 1 7 \ . .\ \ `I °\ \ I I I I 1 , 1 I / 1 I \ , I \ / \ \
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/ / N I I I __ I I \ \ 1 1 I / / I
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. 1 I 1 1 .1 \ \ 1 1 I I 1
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' , 1 1 I '. 1 I I I I I I I , I I I \ \ LENGTH=20 \ I 'a 1 I I = QIo = 7.I3 GF5 ' / / \ I \ 1 ` `\ ♦ . 1 1 - g3.- /
/ ' / I 1 i ' I I I I I I I I I I I I I r I r 1 , 1 I r I r r I . . . . . .\ \ ` ' 1 II I = 1 I I, \-\ ♦ \\ 1 '------------ 2 ,.1 / I
/ I 1 / I \ X. 1 1 1 1 r 1 I I
/ / / I I N I I 1 I I I I I Ir \ n I 1 1 \ \ I , I \ `
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/ / / / I ' I I ' 1 J I ' 1 I \ \ \ \ __ \ 6`\ " ; I I 1 \ O, - i I I , 1 i I I 1 \ ♦ \ \` ` I - '- ' / --- /
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MATGHL I NE (SEE SHEET -7)
LEGEND:
-LOD
LIMITS OF DISTURBANCE
-SF -SF-
SILT FENCE
-SFSF-
SILT FENCE OUTLET
SM
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH w/ LINER
CLEAR WATER DIVERSION BERM w/ LINER
CLEAR WATER DIVERSION SWALE to OUTLET
320
EX CONTOUR LINE
�2 0
PROP CONTOUR LINE
K\�
HORSESHOE INLET PROTECTION
ROCK CHECK DAM
®
MATTING
TEMPORARY SLOPE DRAIN
- TP - TP -
TREE PROTECTION FENCE
NOTE:
ALL CLEAN WATER DIVERSION SWALES SHALL BE INSTALLED WITH RECP LINING
IMMEDIATELY UPON CONSTRUCTION.
100 0 100 200 300
SCALE 1 " = 10011

MATGHLINE (SEE SHEET C )
I -\�-`\ + \ `t �`` ✓ ` `•:`� PERIMETER SILT FENG I II �� i / , / , `\` `\�
\ 1 \ I , \ \ , / \ I(r / 1 I / 1 I / / __
?? N \ \ \ I , r I / \ \ \
\ i 1�� \ ` ` Y' \ `\ \\ `�\� ` . .-:-___. .`- . / ' w OUTLETS 1 i p ' ✓ / / i / , \ �„ \ \ `\ �`��
1 Ii � , \ \ \. \ \�tJ _-2ati -' ` .` `"�----,, / /AREA = 14266 sq• ft / / I I / i 1 1 I I 1 I \ , \ \ ` \ `
, , N rl \ I \ \ \ \ I \ `\I I / / (/ \ \ I 1 \ \ 51LT FENCE\ , , I I \ I 1 I I I . I . \ `I `'I , \I \r \\ `� �1 ��`. •'l ' i / i / i / i' / I I 1 i ! i 1 1 I \ \ ``\ \ `. OUTLET (TYP)
I.
1 1 I . 1 1 , t k 1 : ` I ; , 1 . . . . . . . . ``` / / / / / / / / , , a ROADSIDE DITCH 21 , 1 , . \ \ \ `
1` i `I \ \ I I L / `� i / / / / / / / / / I I I- AREA = 12845 sq, ft' i 1 `\ `\ `\ \ PERIMETER SILT FENCE
I I I I I I 1 1 I ' / / / / ' / / I I I 1 _ ` ` `` w OUTLETS 725 LF-`__-\
I I I I 1 I. I I 1 I I 1 I \ I / / / I / ; / I Q HYD LGTH= 400' j 1 I --__- \ \ •\ ±
I 1 I I • 1 + 1 1 �1 ' • I i 1 I ; lr I . . . . . . . . . \ . 1 ' / I / / / / / i 10 I 1 i l \ `\ ``.� .� AREA = Ig325 sn ft
1 I 1 1 I I I , / I I I ' I I . I , , / , / , / / , �)I / I J HYD HT= 5 1 I / / \ \ . .` -6
1 I I I 1 / / I 1 / 1 / / / , , I I 1 I , \ \ `
11 I • , i . 1 ,i / - / / / , I 1. I ' * . . . . . --- / . . . I , I i I 1 / / / 1 / I / 010 = 1.3q GF5 I i ( � \- \\ \\\ -\\\ � \ --
I 1 1 / , / I , - _ 1 I I I 1 / / / / / I, I , 1 I 1 \ I I --\ \\ \ \`
1 I 11,
I I 1 I / I / / , 1 .11 1 : '' -. I , , I I , , / / / / / / / / / � I 1 I I l ` 1 r /�' `\ `. `. - -
i i ' I L I 1• / / / { / . / /.11 i. 1 . . . . .✓ . f • . `\. . I. I I I I I , I I , / / i d I / 1 i 11 \ I \ _-- I \ , \\ `, ROADSIDE DITCH 24
I 1 ' 1 I 1 I / / / / / / / \\ , I 1 1 1 I , / / / _ /I / a \\ I 1 I ; I 1 1 i - \ `\ \ `. _-
I 1 '' ' I ' I / , / , / / /I , , , , , l / t- I 1 1 1 \ \
1 1 1 , / / / , / 1 I / \ I I I I I I / , / ! I , \ \ t 1 \ I / -- \ \ \ AREA = 40721 5q ft
i i t 1 Ir I I I / / , . I , � . . . � . . . �` I I i I 1 i i I / /I ' Q / ' i ' ' (� �' '\ `\ \ `\ ``\
\ 1 1 1 1 / \ V. ♦ 1 ., I I I 1 I I ' ' III 1 O ' / I \ I 1 \ 1 I / \ \ HYD LGTH=1150'
'1 I II '1 1 1 I,,, 1 Ir \ . \ \` \ \` . . 1 . . . . . 1 ; i I I I { I 1 I I , , , / ' 1 I' 1 - ' / ' 1 ; i I 1 � 1' _ `_ _` \\ \\ `\\` `\\_` HYD HT=2�'
1 I I I,/ / \ \ r, I I 1 I I I / / I / 1 1 1 /
1 1 I I `I 1 Ir 1 1 1 I \ `\ `\ `♦ ' i t 1 I i I I i 1 ' 1 1 i j I I ---- / N I 1 1 1 / r `` `\ `\ \
\ \ 1 `\ \- � \ \ `\ ~ I , I , , I I ` -_-/ I ,n i " 1 r,/ \\ \` \ ` QIO = 3.15 GF5
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,
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STREET A PROFILE (STA 11+50 TO 23+00) 50 0 50 100
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STREET A PROFILE (STA 23+00 TO 32+50
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STREET B PLAN (STA 0+00 TO 8+50)
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555
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\``\ �``\ �`` ♦\`\ \`\� �30 STREET 5 5TA 16+78.65
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N: 603662AI E: 2032206.56 I
STREET B PLAN (STA 8+50 TO 21 +00
SCALE: 1" = 50'
1 335
335
330
350
PVI 5TA: 12+30.47
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AD: -1.75%
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STREET B PROFILE (STA 8+50 TO 21 +00) 50
SCALE: 1 "=50' (H) 1 "=5' M is
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STREET B PROFILE (STA 21+00 TO 33+00)
SCALE: 1 "=50' (H) 1 "=5' M
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STREET B PROFILE (STA 33+00 TO 45+00
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
50 0 50 100 150
SCALE 1 " = 50'

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N
04
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45+00
+25
+50
+15
46+00
+25
+50 +15
47+00 +25
+50
+75
48+00
+25
+50
+15
4q+00
+25
+50
+15
50+00
+25
+50 +75
51+00
+25
+50
+75
52+00
+25
+50
+75
53+00
+25
+50
+15
54+00
+25
+50
+15
55+00
+25
+50
+75
56+00
+25
+50
+75 5-1+00
50
0
50
100
STREET B PROFILE (STA
45+00 TO 57+00)
SCALE: 1 "=50' (H) 1 "=5'
DESIGN SPEED=25 MPH
(V)
SCALE
1 " =
50'
150
NORTH
wM

I
I
I
/ GL INTERSECTION
STREET C 5TA O+IO.00 i
i STREET A 5TA 22+34.44
/ V
GL PD. 5TA. 22+47.44J �0`J
® 13.00' (RT) 811x8" TEE I-,'
H (3) 8" VALVES
GL RD. 5TA. 0+60.00 @ 16.00' (RT) 8"xb"
TEE Wo" VALVE STRAPPED TO NH END;
AND FIRE HYDRANT 25.00' (RT)
Po: a. RD. 5TA.
N: 60452q.7q E: 20315132q� J/ ;
, % % X
PG. GL. RD. 5TA. 4+11.05
N: 604638.52 E: 203Ibg420
1
\ r�
\ GL RD. 5TA. 4+88.32 ® 16.00' (RT) 8"x6'
TEE W6' VALVE STRAPPED TO NH END;
AND FIRE HYDRANT 25.00' (RT) `\
STREET C PLAN (STA 0+00 TO 6+50)
SCALE: 1 " = 50'
X?\ 1L___,
GL INTERSEGTIO
STREET 5 5TA 12+30.41
STREET D STA 0+10.00 / 1
/
/
/
I
/
GL RD. 5TA. 12+17.4-I ,
® 13.00' (RT) 8"x8" TEE /
H (3) 8" VALVES ;
04
10
% STREET 17
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i i h
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I
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\
/ 10010"
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\\__GL RD. 5TA. 11+80.47 ® 16.00' (RT) 8"xb" `\ `\ 'cs
TEE Wo" VALVE STRAPPED TO NH END; �\ �\
AND FIRE HYDRANT 25.00' (RT) \ \ \
\
STREET D PLAN (STA 0+00 TO 3+00)
SCALE: 1 " = 50'
O 's
om
0 11
IN,
0.
EX. GROUND
PVI 5TA: 1+75.00
PVI ELEV: 312.01
AD: -3.00%
K: 66.67
VG: 200.00'
H16H PT 5TA: 2+08.33
H16H PT ELEV: 311.35
PR. GRADE
� 1
It I It 1 1
\
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m Mm
Mm
Mm
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w�
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w w
0+00 +25 +50 +75 1+00 +25 +50 +75 2+00 +25 +50 +75 3+00
STREET D PROFILE (STA 0+00 TO 3+00
SCALE: 1"=50' (H) 1"=5' (V)
DESIGN SPEED=25 MPH
0+00 +25 +50 +15 1+00 +25 +50 +75 2+00 +25 +50 +75 3+00 +25 +50 +75 4+00 +25 +50 +75 5+00 +25 +50 +75 6+00 +25 6+50
STREET C PROFILE (STA 0+00 TO 6+50)
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
50 0 50 100 150
SCALE 1 " = 50'

0
0
3
0
Ln
M
N�
M �
PG. U. RD. STA. 0+g0.43 (::(o1
N: 6030gb.77 E: 2032539.22
\ ��/
-2, \ �'
PF
GL RD. STA b+74.L
® 13.00' (RT) 8"x8" TEE
W (3) b" VALVES
GL RD STA. 3+68.48' i
ELEV=275 4 i� % 40 LF OF 360 RGP i
i+
472.q r�00 6+00
—I- STREETE —�
HAT.
INV. IN
\ GL RD. 5TA.22+g0.43
® 13.00' (RT) 8"x8" TEE 285
GL INTER5EGTION W (3) 8" VALVES
STREET E 5TA 0+10.00
51-REET S 5TA 23+03.43 '(
GL RD. 5TA. 22+53.43 @ 16.00- (RT) 8"xb"
TEE W b" VALVE STRAPPED TO NW END;
AND FIRE HYDRANT 25.00' (RT) 10O
a\
i
N Cl `� 290
300
ELEV=276.00'
PG. GL. PD. 5TA. 2+4b.88
N: 603063.Sq E: 2032387.g7
-----------------------
---------------- /��?
l;
TEE W/6" VA
q4 I q8 AND
I------`�
I I
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7+00 -
PG. GL. RD. 5TA. 7+Iq.81 \�'\
N: 603061.gb E: 2031g15.38
1
STREET E 5TA 6+61 A2
STREET F 5TA 0+10.00
1 1
It
81xb
6+(14.73 @ Ib.00' (RT) 1 \` \ /
PG. GL. RD. STA. 9+48.70
-VE STRAPPED TO NW END; `\� �`� / ` N: 6031g4.06 E: 2031726.5q \ \ \ `� \ �� �\ �� it �� It
FIRE HYDRANT 25.00' (RT)
—A--- 1
'6
GL INTERSEGTION /
STREET E PLAN (STA 0+00 TO 10+50
SCALE: 1" = 50'
` \45
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1 1
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300
o
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O+
11
PVI STA: 3+00.00
PVI STA: 6+61A2
u
PVI ELEV: 277.bq
PVI ELEV: 284A5
AD: 7.01%
AD: -4.51%
N
w
K: 46.43
K: 4q.g4
2C15
—
—
VG: 325.24'
VG: 225.00'
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l�
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285
285
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II
II
280
-
280
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EX. GROUND
------
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GL IV RCP
---
275
°
275
270
270
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0+00 +25 +50 +75 1+00 +25 +50 +75 2+00 +25 +50 +75 3+00 +25 +50 +75 4+00 +25 +50 +75 5+00 +25 +50 +75 6+00 +25 +50 +75 7+00 +25 +50 +75 8+00 +25 +50 +75 q+00 +25 +50 +75 10+00 +25 10+50
STREET E PROFILE (STA 0+00 TO 10+50)
SCALE: 1 "=50' (H) 1 "=5' M
DESIGN SPEED=25 MPH
!n
50 0 50 100
SCALE 1" = 50$
150

0
3
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PG. GL. RD. STA. 8+38.00 - ---- C
N: 602261.35 E: 2032041.4q _
N IN
V.
1* ''`� .♦ ♦♦ `.` \ T \ O \ ' : % O ' \ ELEV=248.70'
`\\ `\\ `.`` I `.\ \ `\♦ ; ` \ N \\ PG. GL. RD. STA. -1+84.62
N: 60231821 E: 2032025.52 gtQO
— - - GL RD. 5TA. 6+g4.-13 ® 16.00, (RT) 8"x6" \\ ♦\ I \\\I s \� \ \\ i / i i / -------
TEE W b VALVE STRAPPED TO NW END;
AND FIRE HYDRANT 25.00' (RT) F GL RD 5TA. q+21.35
PC. GL. RD. STA. 6+56.32
GL INTER5EGTION i \\ 602436.86 E: 2031q�6'70 \ / Cz' L 40 LP OF IS„ RGP /
STREET F 5TA 0+10.00 i / 1 N: \ / / / / ,jj /� NVu
STREET E 5TA 6+bI.g2 I i \ PG. GL. RD. STA. 5+23.45
/ INV.OUT N�
N: 602566.68 E: 2031g53.61 \\ I { i l i3d ELEV=24q.30' ��
/
I 2 51 45' 3 \5 O
STREET P GL RD. STA. b+gb.g3 0 I6.00' (RT) 8"xb" .- •;-
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T } GL RD. 5TA b+-14A2 i I I /' / i / i \ i / i / \ i `\ ♦♦♦ i
r ® 13.00' (RT) 8"x8" TEE N \ `♦
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I PG. GL. RD. STA. i+Iq.81 It
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_ 6
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SCALE: 1 " = 50'
O `Z
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II
285
285
EX. GROUND
PVI 5TA: 5+00.00
'
PVI ELEV: 26q.08
AD: -2.00%
'
K: 50.00
280
VG: 100.00'
280
PR. GRADE
}
275
\ '
'
'
275
61,
F'VC NAB---
PVI 5TA: q+00.00
_,
PVI ELEV: 24q.08
\ -
AD: 1.15%
-----
K: 45.16
270
---------_
VC: 550.00'
270
O
m
LOW PT 5TA: q+50.61
O
LOW PT ELEV: 252.16
N
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+
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265
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260
260
255
255
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250
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o
!n
STREET F PROFILE (STA 0+00 TO 10+00
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
50 0 50
SCALE 1 " = 50$
100 150

M
I �
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PG. GL. RD. 5TA. 11+3 1 \
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275
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13+00
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346.0+00
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PG. GL. RD. STA. 12+12.61 GL PD. 5TA. 12+70.35 ® 16.00' (RT) 6"xb" 1
TEE YVb VALVE STRAPPED TO NW END; I
N: 601g00.12 E: 2032111.05 AND FIRE HYDRANT 25.00' (RT)
I I 1 1 I I 1
1 I
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1
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STREET F PLAN (STA 10+00 TO 16+00
SCALE: 1 " = 50'
275
PVI 5TA: g+00.00
PVI ELEV: 24g.06
AD: 7.15%
K: 45.16
270
VG:350.00'
270
N
N
f
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PVI 5TA: 13+00.00
r
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PVI ELEV: 260.06
AD: -5.25%
K: 47.62
265
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265
H16H PT 5TA: 13+05.g5
(3
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H16H PT ELEV: 256.44
(3
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260
+
260
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GROUND
-------------
PR. GRADE
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10+00 +25 +50 +75 11+00 +25 +50 +75 12+00 +25 +50 +75 13+00 +25 +50 +75 14+00 +25 +50 +75 15+00 +25 +50 15+15
STREET F PROFILE (STA 10+00 TO 16+00
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
50
0 50
SCALE 1 " = 50)
100 150

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OLD US-421 SIGHT DISTANCE PROFILE
SCALE: 1 "=50' (H) 1 "=5' (V)
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MCDOUGALD ROAD SIGHT DISTANCE PROFILE
SCALE: 1 "=50' (H) 1 "=5' M
DESIGN SPEED=25 MPH
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MORRIS & RITCHIE ASSOCIATES OF NC, PC
— + _ i _ ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
k. A I —, " 5605 CHAPEL HILL RD, STE 112
M, p 1p+ w T� RALEIGH, NC 27607
[phone]
LICENSE # C-4182
WWW.MRAGTA.COM
© 2021 MORRIS & RITCHIE ASSOCIATES OF NC, PC
OLD US-421
ROAD WIDENING SECTIONS
FOR
\� o0
�- DUNCAN'S CREEK
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ENGINEER'S SEAL CITY OF LILLINGTON HARNETT COUNTY, NORTH CAROLINA
DATE REVISIONS JOB NO.: 21326
SCALE: 1 "=10'
DATE: 09/13/2021
10 0 10 20 30 DRAWN BY: PL/RJ
DESIGN BY: JK/PL/RJ
SCALE 1 " = 10' REVIEW BY: JK
SHEET: C7.2
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20 30 40 50 336 _0 20 -10
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_ 0.02
0.08
0.02
30" typ.
30" tl`C��II�IID
7$— 0"
TO BO TTOM OF
SIGN R1— 1
I
2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
RESIDENTIAL LOCAL ROAD
TYPE R1-1 STOP SIGN
W/ ASTM D4956-01 "TYPE III"
(HIGH INTENSITY) SHEETING
WHITE LETTERS AND BORDER
ON RED BACKGROUND
GALVAN MW Ir SUPPORT PAST
70 BE SEVILIRED WTH OOWARE7E
Nv fr D►AACM PAST HALE
OF Jr DEPW mil%
RN/SHED GRADE
STOP SIGN DETAIL
NTS
6' 5'
SHOULDER DITCH
0.08 DI TCH
° 3'1
CROSS SECTION DETAIL
WITH 50' R/(W
NTS
NOTE: SHOULDER WIDTH BETWEEN 4' AND 6' SHALL BE APPROVED
BY THE DISTRICT ENGINEER CONSIDERING ADJACENT LAND
CHARACTERISTICS.
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
50'
RIGHT OF WAY
I
8' 20'
SHOULDER PAVEIMENT
_ 0.02
0.08
si si si si si si si si szai_sr-
0.02
j 1
2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
NOTE.' 8" ABC, Type B
SHOULDER WIDTH BETWEEN 4' AND 6' SHALL
BE APPROVED BY THE DISTRICT ENGINEER
CONSIDERING ADJACENT LAND CHARACTERISTICS.
RESIDENTIAL COLLECTOR ROAD
CROSS SECTION DETAIL
WITH 50' RZ (W
NTS
0. 5'
6' 6'
SHOULDER DITCH
0.08 DI TCH
�0.5'
n n-
JIUV WIN / 1-`W
n n-
1.5' MIN. MILLING LIMITS
MILL AND OVERLAY
9" MIN. 1 9" MIN.
TIE NEW PAVEMENT TO
EXISTING
------------------------
EXISTING PAVEMENT------- - zz
SAWCUT EXISTING
MILLED LAP JOINT MUST BE A MINIMUM
OF 1.5' WIDE BY 1.5" IN DEPTH
a a
D
NEW PAVEMENT — FULL DEPTH
(SEE CORRESPONDING TYPICAL SECTION FOR
REQUIRED PAVEMENT STRUCTURE)
MILLED LAP JOINT DETAIL
N.T.S.
30' RIGHT-OF-WAY R/W
OLD US-421
TYPICAL ROAD WIDENING SECTION-
N.T.S.
*10" ABC CAN BE USED IF WIDENING IS GREATER THAN 6' IN WIDTH
50' Public Riaht—of—wav
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
SECTION AA
TYPICAL CUL—DE—SAC
NO CURB & GUTTER
N.T.S.
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
RIGHT OF WAY
EDGE OF TRAVEL LANE—
R
w
w
R,
w
ROADWAY CENTERLINE
EDGE OF TRAVEL LANE
RIGHT OF WAY
9' MIN.
TO CBU
PAVED TURNOUT
(PAVEMENT STRUCTURE
20' 25' 20'
TO MATCH TRAVEL LANES)
MIN. MIN. MIN.
CONCRETE PAD
FOR CBU (PER USPS)
CBU (ACCESS FROM PAD)
g
g
7,
TURNOUT
2'
LU
MIN
CBU
O
O
0
0
w
w
^02 _, 02�
CONCRETE PAD
FOR CBU
NOTE:
SEE FIGURE 1 PAGE 39, "NCDOT SUBDIVISION
ROADS MINIMUM CONSTRUCTION MAINTAIN RNJ OFFSET
AROUND CBU TURNOUT
STANDARDS JANUARY 2010" FOR LOCAL AND COLLECTOR ROAD DIMENSIONS,
FIGURE 1
CBU PLACEMENT
FOR SHOULDER SECTION
RESIDENTIAL LOCAL AND
COLLECTOR SUBDIVISION
STREETS
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.

NOTE:
1. MIN. OF 4 CU. FT. STONE (MORE IF REQ'D).
2. CONC. THRUST BLOCK TO HAVE MIN. OF 6 SQ. FT. BEARING
ON SOLID BANK (MORE IF REQ'D.).
3. DRAIN HOLES AND FLANGES SHALL BE CLEAR OF CONC.
4. FIRE HYDRANT BARREL SHALL BE PLUMB.
5. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM
MUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE
LATEST FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.
COAT HYDRANT BONNET AND NOZZLE CAPS
W/ "ALERT" REFLECTIVE FIRE HYDRANT PAINT
SILVER MODEL #1440
#67 STONE FILL
6-8"
FINISHED GRADE
I I
BURY AS
SPECIFIED
PUMPING & HOSE CONNECTIONS
EQUAL TO COUNTY STANDARD
BREAK RING TO BE SET WITHIN 2"-4"
OF FINISHED GRADE
VALVE BOX
#67 STONE FILL
(4 C.F. MIN.)
HYDRANT LEG TO DIP
PAY ITEM
FIRE HYDRANT ASSEMBLY INCLUDES
ALL ITEMS EXCEPT MAIN LINE TEE
HYDRANT TEE
WATERLINE SIZE VARIES
SEE PLANS
CONCRETE THRUST BLOCK
GATE VALVE
VALVE SHALL BE PLACED ON THE
WATER MAIN SIDE OF ROAD DITCH
3/4" TYPE 304 S.S. THREADED RODS
MIN. 2 EA. PER SEGMENT
OR
"Aqua -Grip" RINGS OR ROMAC
GRIP RINGS MAY BE USED AT
JOINTS IN LIEU OF THREADED RODS
FIRE HYDRANT ASSEMBLY
NOT TO SCALE
"FIRE HYDRANTS INSTALLED ON EXISTING 6" WATER MAINS, MUST BE INSTALLED USING A 6"x6"
TEE CUT INTO THE EXISTING WATER MAIN. FIRE HYDRANTS INSTALLED ON EXISTING WATER
MAINS LARGER THAN 6", CAN BE INSTALLED USING A TAPPING SLEEVE AND VALVE ON THE
EXISTING WATER MAIN.
REINFORCING
UNDISTURBED
SOIL
TRENCH
WALL
M
0
N
3
V)
J
a
0
N
M
I �
N
M O
4'-0" B CONCRETE THRUST
COLLAR (3,000 P.S.I.)
A I _ _ 1
ANCHOR
C
D.I.P.
RING
MAIN
SECTION
NOTE:
6" TO 16" MAINS = 12-NO.
7 BARS
20" TO 36" MAINS = 12-NO.
CONCRETE THRUST 8 BARS
COLLAR (3,000 P.S.I.) BARS PLACED AS SHOWN
ANCHOR -I.I I I I D.I.P. y
TRENCH WALL
RING MAIN
TAMPED BACKFILL
PLAN
UNDISTURBED
SOIL
SCHEDULE
PIPE DIAMETER
CONCRETE THRUST COLLAR
ANCHOR COLLAR
RINGS REQUIRED
A
B
C
6",8",12"
1'-0"
1'-0"
2
ONE
16"
V-4"
1'-0"
2"
ONE
20"
V-4"
1-0"
3"
ONE
24"
V-4"
1'-O"
3'
TWO
30"
1'-2"
4'
TWO
36"
1'-4"
1'-4"
4"
TWO
THRUST COLLAR INSTALLATION
NOT TO SCALE
CONCRETE BLOCKING
TAPPING VALVE
WITH VALVE BOX
f*3[�my1_%II:IX, rkI
TAPPING SLEEVE
NEW WATER MAIN
TAPPING SLEEVE & VALVE ASSEMBLY
NOT TO SCALE
NOTES:
1. TAPPING SLEEVE SHALL BE ROMAC BRAND
MODEL SST MANUFACTURED WITH TYPE 316 S.S.
AND PROVIDE A 360° SEAL AROUND EXISTING
PIPE WITH FULL CIRCUMFERENTIAL GASKET.
2. ALL MATERIALS USED IN THE POTABLE WATER
SYSTEM MUST BE NSF61 AND NSF372 CERTIFIED
AND MEET THE LATEST FEDERAL SAFE DRINKING
WATER ACT REQUIREMENTS.
RESTRAINED FLANGE ADAPTER
"UNIFLANGE" OR EC' A
:ESSORY KIT
"FIELD LOK" GASKET
OR EQUAL
j/ -F I nr«Hur_u l i r-r- 304
OR TYPE 316 S.S. RODS
MIN. 4 EA.
HARNESS RESTRAINT DETAIL
NOT TO SCALE
FASTEN BRIDLE RODS TO FITTING
FLANGE USING 3/4" TURNED EYE BOLTS.
3/4" S.S. BRIDLE RODS SHALL BE
WELDED TO THE ENCASEMENT PIPE.
WELD AREAS SHALL BE PAINTED WITH
2 COATS OF BITUMINOUS BASE PAINT.
STAINLESS STEEL SPACERS
ENCLOSE ENDS WITH
RICK MASONRY & GROUT
I I
PLAN
120°
SECTION
STAINLESS STEEL SPACERS
200
CARRIER PIPE
STEEL ENCASEMENT PIPE
CONFORMING TO ASTM
SPECIFICATION A252-61
GRADE 2
AND A BITUMINOUS COATING
ON THE OUTSIDE.
STANDARD BORE ENCASEMENT
NOT TO SCALE
3' MIN.
12" MIN.
III I I I (24" IN NCDOT ROW)
CLEAqANCE
,.
PROPOSED WATER MAIN
I Iell
I '
EXISTING STORM SEWER -/
NOTE:
WATER LINE SHALL BE DUCTILE IRON
PIPE AT ALL AREAS WHERE MIN 12"
CLEARANCE CANNOT BE MAINTAINED.
INSTALL AT LEAST ONE JOINT
CENTERED OVER STORM DRAIN.
STORM PIPE O.D. + 3'
PROPOSED WATER MAIN EXISTING STORM PIPE
1 EA. JOINT OF DUCTILE /
IRON PIPE CENTERED
UNDER STORM DRAIN
IF TOP OF PIPE IS
WITHIN 3 FEET OF
S, -
BOTTOM OF STORM PIPE. 2" MIN.
(24" IN NCDOT ROW)
NO. 57 WASHED STONE
I� 10' MIN D.I.P. OR I 10' MIN D.I.P. OR
HDPE FUSED PIPE T HDPE FUSED PIPE
STORM SEWER CROSSING DETAILS
NOT TO SCALE
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING
SHALL BE KEPT FAIRLY DRY, THUS
MAKING THE CONCRETE WEDGE SHAPE
MORE EASILY FORMED WITH THE
WIDEST PART (BLOCKING AREA)
AGAINST UNDISTURBED SOIL.
3. NO CONCRETE SHALL COVER ANY
BOLTS OR GLANDS.
4. ALL FITTING AND ACCESSORIES TO
BE WRAPPED WITH 10 MIL
POLYETHYLENE PRIOR TO POURING
BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL
BE AS SHOWN ON THE THRUST
BLOCKING SCHEDULE.
UNDISTURBED
SOIL (TYP.)
PLAN BENDS
PLAN TEES
18" MIN. - 10" 0 & LESS
24" MIN. - 12" 0 & GREATER 181,
45� MIN.
Cu)
cy
SECTION X—X
BENDS & TEES
PLAN & ELEV.
PLUGS
PIPE
90'
BEND
45'
BEND
221 2' BEND
11 1 4BEND
lEE
PLUG
SIZE
A
B
A
B
A
B
A
B
A
B
C
D
4"
8"
12"
8"
8"
6"
6"
6"
6"
8"
9"
10"
16"
6"
10"
12"
8"
10"
8'
8'
8"
8"
10"
10"
12"
18"
8"
15"
13'
10"
10"
8"
8"
8"
8"
10"
12"
12'
24"
10"
16"
14'
10"
12'
6"
10"
6'
10"
11"
14"
14"
25"
12"
20"
16"
12"
14"
8"
12"
8"
12"
14"
16"
16"
30"
14"
22"
18"
14"
16"
10"
14"
10"
14"
16"
18"
18"
34"
16"
26'
20"
16"
18'
12'
16"
12"
16"
18"
20"
THRUST BLOCK DETAIL
N
00
rM

M
I �
N
M O
FINISHED GRADE
20" MIN.
FOR USE IN PAVED AREAS
FINISHED GRADE
IN PAVED AREA
BASE COURSE J6" MIN.
TAMPED BACKFILL
WATER MAIN
TAMPED BACKFILL 1
1 Y2"
FOR USE IN UNPAVED AREAS
r VALVE BOX COVER
7Y2" MIN.
FINISHED GRADE
r 1 IN UNPAVED AREA
SECTION
CONCRETE
PROTECTOR
RING
- VALVE BOX
TAMPED
BACKFILL
VALVE
BLOCKING
NOTES:
1. D.I.P. MAY BE USED FOR VALVE BOX
EXTENSIONS.
2. VALVE BOX SHOULD NOT CONTACT WATER
MAIN OR VALVE.
3. CONCRETE PROTECTOR RING SHALL BE
USED IN ALL UNPAVED AREAS.
4. ALL MATERIALS USED IN THE POTABLE
WATER SYSTEM MUST BE NSF61 AND
NSF372 CERTIFIED AND MEET THE LATEST
FEDERAL SAFE DRINKING WATER ACT
REQUIREMENTS.
VALVE AND VALVE BOX INSTALLATION
CL
METER (US GAL.)
x 3�4„
8"-10"
MIN.
LOCK TYPE
METER
STOP
7-
SERVICE LINE TO HOME J
METER YOKE SHALL BE
MUELLER NO. H-1404-2,
FORD NO. VH-72-7W
OR APPROVED EQUAL FOR
Y4" SERVICE
, to] ato] 111000p2
LID SHALL BE LABELED "WATER METER" AND
SHALL BE "AMR" TYPE WITH METAL FLIP —UP LID
AND 2" HOLE
MIN. 4" WASHED STONE
ANGLE DUAL
CHECK VALVE BLOCK SUPPORT OR
2'-4" TYP. STONE AS NEEDED
OTH SIDES (CAN NOT EXTEND
MORE THAN 1" INTO
BOX)
/_%- OR 1" CLASS 200
POLYETHYLENE WATER
SERVICE LINE
WIDE BODY OR
DOUBLE STRAP SADDLE
COPPERSETTER
METER YOKE COMPLETE WITH 300 PSI
DUAL PURPOSE FITTINGS CORP. STOP
WATER MAIN J
NOTES:
1. CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA ONLY, OUTSIDE
FENCED AREAS, AND 4 FEET AWAY FROM BUSHES AND TREES THAT COULD COVER
THE BOX.
2. PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200, OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H-1404-2A, FORD No. VHH-72-7W-11 OR APPROVED
EQUAL.
5. METER TO MEET AWWA C-000 STDS. AND SPECS.
6. METER TO BE PROVIDED AND SET BY JOHNSTON COUNTY. METER WILL NOT BE
INSTALLED IF, THE THE SETTER IS NOT CENTERED IN THE BOX, THE SETTER HAS
BEEN PULLED UP ON ONE END, THE SETTER IS LAYING ON IT'S SIDE, THE SETTER IS
TO CLOSE TO THE BOX LID, THE BOX IS BELOW GRADE OR BROKEN, THE CUSTOMERS
SERVICE LINE IS NOT HOOKED TO THE UNION NUT, THE 3/4 GATE VALVE HAS NOT
BEEN INSTALLED WITHIN 12 INCHES OF THE METER BOX.
7. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST BE NSF61 AND
NSF372 CERTIFIED AND MEET THE LATEST FEDERAL SAFE DRINKING WATER ACT
REQUIREMENTS.
8. SERVICE LINE TO HOME MUST PASS PLUMBING INSPECTION PRIOR TO SETTING METER.
3/4 " & I" WATER METER SERVICE DETAIL
NOT TO SCALE
NOTES:
1. VALVE MARKERS SHALL
BE PLACED AT R/W.
2. LETTERS "MV" SHALL
FACE TOWARDS VALVE.
3. MARKER SHALL HAVE
BRASS OR BRONZE
EMBED ON TOP OR SIDE.
4. CONTRACTOR SHALL
STAMP DISTANCE TO
CENTER OF VALVE INTO
EMBED.
5. BLOW —OFF ASSEMBLY
SHALL INCLUDE 1 EA.
MARKER W/ "BO" OR
"MV" CAST.
1 8' ALL OTHER ARES (MAX)
6 RESIDENTIAL AREAS (MAX)
3'—
CAST IN CONC. &
PAINTED BLACK
) GRADE
4 EA. — #3 REBAR
(1 EA. CORNER)
SQUARE MARKER
WITH BEVELED CORNERS
VALVE MARKER DETAIL.
NOT TO SCALE
�I
wiZ
R/W
a
NOTES:
1. INSTALL METER AT R/W.
2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED INSIDE A 2"
SLEEVE."
3. "TWO (2)-1" SERVICE LINES MUST BE INSTALLED INSIDE A 3"
SLEEVE."
4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
5. SEE DETAIL FOR SERVICE MATERIAL AND METER SETTING.
6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE OF DITCHES.
7. CONDUIT MUST EXTEND PAST PROPOSED PAVING.
K/ W
rl
i
Lw
w
wz
O J
ck::i
CLi
TYPICAL DOMESTIC WATER SERVICE
INSTALLATION DETAIL
NOT TO SCALE
NOTE: PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS
ARE ENCOUNTERED.
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
UNDISTURBED EARTH
ELECTRONIC MARKER BALLS AT 100' ON
IPE CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE D• BE INSTALLED AT 1 1/2 TO 2' DEEP.
NOTE: MARKER BALLS SHALL BE
SHAPED SUBGRADE INSTALLED CONCURRENTLY WITH PIPE.
SHALL PROVIDE BEARING MARKER BALLS SHALL NOT BE
ALONG ENTIRE LENGTH INSTALLED AFTER TRENCH HAS BEEN
OF PIPE BARREL COMPLETELY BACKFILLED.
1 /2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
NOTE:
WATER MAINS 8" 0 AND SMALLER
SHALL HAVE MINIMUM OF 3' COVER.
WATER MAINS LARGER THAN 8" 0
SHALL HAVE A MINIMUM OF 3'-6"
COVER.
PIPE LAYING CONDITION -
NOT TO SCALE
2" I-2 CUT TO NEAT
EDGE
12" 7. W - - - 12" 6" HB BINDER
BURIED �
PIPE LINE -1 ` - - - - 1=
— — - - € SELECTED BACKFILL
— I [ TAMPED IN LAYERS
l-I I,- -I I 1EI
PAVEMENT REPAIRS FOR
NCDOT ROAD OPEN CUTS
NOT TO SCALE
NOTE:
1. ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING
SADDLE. ALL TAPS LARGER THAN 2" SHALL BE MADE WITH
TAPPING SLEEVE AND VALVE. NO DIRECT TAPS SHALL BE
MADE.
2. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM
MUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE
LATEST FEDERAL SAFE DRINKING WATER ACT
REQUIREMENTS.
LE SHALL BE BRASS OR BRONZE FOR "CC"
DOUBLE STRAPS, FORD S-90, MUELLER
ROVED EQUAL.
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR "CC" THREADS, FORD S-70,
MUELLER H-134, JCM 403 OR APPROVED
EQUAL FOR SDR-21 PVC.
CLASS 20�
POLYETHYLENE
CORPORATION STOP SHALL
BE BRONZE WITH "CC"
THREADS AND RATED 300
PSI, MUELLER B-25008,
FORD FB-1000—NL, OR
APPROVED EQUAL
DUCTILE IRON PIPE P.V.C. PIPE
(CLASS 50 CEMENT LINED) (CLASS 200)
NOTE: ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN.
STANDARD WATER TAP DETAIL
NOT TO SCALE

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DIVERSION DITCH FTEMPORARY SEDIMENT TRAP TEMPORARY SEDIMENT TRAP OUTLET DATE REVISIONS JOB NO.: 21326
09/10/21 REVISIONS BASED ON DRB COMMENTS RECEIVED 05/05/21 SCALE: N.T.S.
DATE: 09/13/2021
DRAWN BY: PL/RJ
DESIGN BY: JK/PL/RJ
REVIEW BY: JK
SHEET: D3.0

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g P g
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a mannerto renderthe
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
I Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19
DNSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounl
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures Inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event? 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the Inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event? 1.0 inch In
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event 21.0 inch In
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has Increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event? 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item 2 a) of this permit
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-N01 and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers undercover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7mtendardays, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24hours, an oral or electronic notification.
bypasses [40 CFR
• Within7colendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect ofthe bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
air t
NORTH CAROLINA
Environmental Quality
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19
NPDES Stormwater Discharge Permit for Construction Activities (NCGC 1)
EXCELSIOR
NCDENRIDivision of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not than2:114 days d.
steeper are allowe
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
Table 6.101)
Temporary Seeding
Recormendations for
Summer
Table 6.10b
Temporary Seeding
Recommendalions for
Summer
Seeding mixture
Species Rate (lWacre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 Iblacre.
Seeding dates
Mountains -May 15 -Aug. 15
Piedmont -May 1 - Aug- 15
Coastal Plaint -Apr_ 15- Aug- 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,0001blacre straw- Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize ifgrDMh is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Seeding mixture
Species Rate (Iblacre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 Iblacre.
Seeding dates
Mountains -May 15 -Aug. 15
Piedmont -May 1-Aug. 15
Coastal Plain -Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750lblacre 10-10-10 fertilizer.
Mulch
Apply4,000Iblacre straw. Anchor straw by tacking with asphalt, netting,
or mulch anchoring tool. Adisk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
2' ( MAX . )
2 IN.
WATTLE DETAIL
SLOPE
ISOMETRIC VIEW
2' UPSLOPE
eTAVC
CROSS SECTION
VEE DITCH
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
EDGE OF PAVEMENT INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
J 1 mr\C
2' UPSLOPE
CTAVC
CROSS SECTION
TRAPEZOIDAL DITCH
NATURAL GROUND
NATURAL GROUND
2' DOWNSLOPE
STAKE
Maintenance Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
properly stabilized.
Table 6.10a
Temporary Seeding
Recommendations for Late
Winter and Early Spring
Table 6.10c
Temporary Seeding
Recommendations for Fall
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Annual lespedeza(Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond .June.
Seeding dates
Mountains -Above 2500 feet: Feb_ 15 - May 15
Below 2500 feet Feb. 1- May 1
Piedmont -Jan. 1 - May 1
Coastal Plain --Dec. 1 -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 Warne 10-10-10 fertilizer.
Mulch
APPIy4,1300lblacre straw. Anchorstraw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk will blades set nearly straight can be
used as a mulch anchoring tool_
Maintenance
Refertilize if growth is not fully adequate. Reseed, referblize and mulch
immediately following erosion or other damage.
Seeding mixture
Species Rate (Iblacre]
Rye (grain) 120
Seeding dates
Mountains -Aug. 15 - Dec. 15
Coastal Plain and Piedmont -Aug. 15 - Dec- 30
Soil arriendments
Follow soil tests or apply 2,000 Iblacre ground agricultural limestone
and 1,000 Iblacre 10-10-10 fertilizer.
Mulch
Apply4,000Iblauestraw. Anchorstraw by tacking with asphatl, netting,
or a mulch anchoring tool. Adisk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
Iblacre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 Iblacre Kobe (Piedmont and
Coastal Plain) or Korean {Mountains) lespedeza in late February of
early March.
FLOW
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
INSET A INSET B
TOP VIEW
Seedbed Preparation:
1. Chisel compacted areas and spread topsoil three inches deep over
adverse soil conditions, if available.
2. Rip the entire area to six inches deep.
3. Remove all loose rock, roots and other obstructions, leaving surface
reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix
with soil (see mixture below).
5. Continue tillage until a well -pulverized, firm, reasonably uniform seedbed
is prepared four to six inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseedings within
the planting season, if possible. If stand should be more than 60%
damaged, re-establish following the original lime fertilizer and seeding
9 g, 9
rates.
9. Consult S&EC Environmental Engineers on maintenance treatment and
fertilization after permanent cover is established.
Permanent Seeding:
1. Contractor shall permanently seed with a high quality grass mixture
suitable for the North Carolina Piedmont Region.
2. Contractor shall follow the grass seed manufacturer's recommendation for
soil pH adjustment and fertilization requirements for a new lawn.
3. Contractor shall apply mulch consisting of 4,000-5,000 lb/acre of grain
straw or equivalent cover of another suitable mulch. Anchor straw by
tacking with asphalt, netting, roving, or by crimping with a mulch anchoring
tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
4. Alternatively contractor can install sod in accordance to the supplier's
instructions for bedding preparation and fertilization requirements.
5. New lawns shall be routinely watered in accordance to the manufacturer's
or supplier's recommendations until grass is well established.
6. Mowing height will vary according to the type of grass selected.