WQ0035809_Site Plans/Maps_20120625

STATESIDE WASTEWATER
TREATMENT FACILITIES
JACKSONVILLE
ONSLOW COUNTY, NORTH CAROLINA
OWNER
WEYERHAEUSER REAL ESTATE DEVELOPMENT
P.O. BOX 12768
NEW BERN, NC 28561
PHONE - [phone]
FAX - [phone]
ENGINEER
JW HOLLAND ENGINEERING, PLLC
P.O. BOX 2928
SURF CITY, NC 28445
PHONE - [phone]
FAX - [phone]
S.
HYDROGEOLOGIST & SOIL SCIENTIST
THE CLARK GROUP
P.O. BOX 10136
WILMINGTON, NC 28404
P: [phone]
F: [phone]
SHEET INDEX
CIVIL DRAWINGS
C1.0 COVER SHEET
C1.1 EXISTING CONDITIONS
C1.2 OVERALL SITE SOILS MAP
C1.3 OVERALL SITE PLAN & WWTF SETBACKS
C1.4 WWTF SITE PLAN 1
C1.5 WWTF SITE PLAN 2
C1.6 INFILTRATION BASIN 1/2 PLAN
C1.7 INFILTRATION BASIN 3/4/5 PLAN
C2.1 HYDRAULIC GRADE PROFILE
C3.1 WWTP PLAN & SECTION VIEW
C3.2 TERTIARY FILTERS PLAN & SECTIONS/DISINFECTION DETAILS
C3.3 WWTP COMPONENT SECTION VIEWS
C3.4 WWTP INFLUENT BARSCREEN & FLOW CONTROL
C3.5 WWTP AIR PIPING PLAN
C4.1 INFILTRATION BASIN DETAILS
C5.1 EFFLUENT PUMP STATION DETAILS
C5.2 DISTRIBUTION FORCEMAIN (STA. 0+00 TO STA. 13+00)
C5.3 DISTRIBUTION FORCEMAIN (STA. 13+00 TO END)
C5.4 INFILTRATION BASIN 1/2 UNDERDRAIN LAYOUT
C5.5 INFILTRATION BASIN 3/ 4/ 5 UNDERDRAIN LAYOUT
C5.6 INFILTRATION BASIN UNDERDRAIN HYDRAULIC PROFILES
C6.1 WWTP DETAILS
C6.2 WWTF DETAILS
RECEIVEDIDENROW0
JUN 2 5 2012
Aquifer Protection Section
SIT
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ONSLOW COUNTY
NNORTH CAROLINA
VICINITY MAP
NOT TO SCALE
LINETYPE
easnBc PROPOgD F fmc,
SYMBOLS
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BASIS 6 BEARING
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MINOR CONTOURS
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PROJECT LEGEND
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
i B'MNEERwq wG
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Know wi13f$ below.
Call before you dig.
8qTE: JUNE 25, 2012 REVISED PERPR
ATE: MAY 9, 2012 REVISED P R
DATE: MAY 9, 2012
PROD. NO.: 2010-01
SHEET C1.0

HUMPHREY MINERALS I I c
MRS. EFFIF HARRELL PIN: 445100563.088
a IN: 445100352358 DB: 1545, PG: 369
OB: 72, PC: 257
--R f! �(%IST)NG F LSiRY ROAD
TYP.
A SYDE3 CONSTRUCTION INC.
PIN: 445103308576
OB: 2995. PG 76
MARGARET M THOMPSON
PIN: 445103225535
PG46
De: 46s.PG. Gas
ROBERT A THOMPSON
PIN: 445103218119
❑6: 123, PG: 329
,713
"D �G
-F _.
KAM E MORTON JR.
PIN: 445001390318
U0: 957, PG: 145 A
l
~ RUFUS & THERESA MCALLISTER
PIN 445001388526
OB: 3220, PG: 914
HAROLD C MORTON & OTHERS
PIN: 445001355073
DB: 3,52, PG: 12
-N
MARTN R & EULA C HOWARD
PIN: 445003223870
08: 1182, PG 74
PROPERTY OWNER INFO LEGEND
LABEL
OWNER
P.I.N.
DEED BOOK/PAGE
A
ST LOUIS;CHUR�CHTRUSTEES
445103234072786/PG:
12
ROBESON
4451032181191
DB:
123/PG:
329
C
EMMA YSON
.5103105344
08:
421/PG:
166
D
JESSE LEE HEIRS JAMES
!445103104277
OB:
643/PG:
32
E
BARBARA R JAMES
144510,31105037
DB:
909/PG:
52
F
MARTIN & THERESA MEZA
445001195974
DB:
2176/PG: 125
G
KAM E MORTON
455001199641
DB:
374/PG:
352
H
THERESA MCALUSTER
1445001395075
08:
3220/PG:
914
iROBERT & JACLYN MONTCRIEFF
445001486339
DB:
1916/PG:
633
J
ROBERT & JACLYN MONTCRIEFF
445001488124
08:
1916/PG:
633
K
RONNIE WAYNE KENNEDY
445001474885
08:
1646/PG`.
861
L
ROBERT H ALBERY
445007378403
DE:
159§/PG:
54
M
KEMN ROYSTER
445G013741
DB:
1846/PG:
68
N
CITY OF JACKSONVILLE
a4500137709372I
DB:
517/PG:
219
0
INILMA JEAN JENSEN
445001365907
Ca:
---/PG:
---
P
JASON & AMANDA JACOBS
445001366716
DB:
3178/PG:
428
0
JONES-ONSLOW ELECTRIC
445004543632
DB:
342/PG:
110
R
GEORGE & CAROLYN DAMS-1,445004547321
DB:
439/PG:
552
N=SU 8pAR0 OF TRUSTCLS
Prt+. �48i00404531
:B 516. PI_., ap8
WEYERHAEUSER REAL ESTATE DEVELOPE,MENT
PIN: 446000180242
08: 2710. PC 916
CARL BYRON MARSHBURN
CHARLES C HOWARD PIN: 445004747296
PIN: 4450046481,30 OB: 764. PG: 70
DB: 1632, PG: 265
PA7RICIA SIMPSON
PIN: 445004833889
DB: 1632. PG: 269
EJISTING F-]RESTRY ROAD
(^-P. )
f
SCALE: 1' =fi00'
P I 600' 0 600'
I- 6r-16�
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
-11
If
1I
!I
15AN BRUCE NEIRS WFS!0N
PIN 446003142165
LyB 501 • PG 14
VICINITY MAP
NOT TO SCALE
GENFRAI NOTES
1. BOUNDARY, TOPOGRAPHIC AND WETLAND SURVEY INFORMATION
PROVIDED BY DAVID L. JONES. Jr., L-3672 ON JUNE 29, 2007.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY.
NOT FOR RECORDATION. ADDITIONAL TOPOGRAPHIC DATA PRO111DED BY
NCDOT LIDAR G1S DATABASE.
2. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE APPLICABLE
SAFETY. STANDARDS AND REQUIREMENTS,
J. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION INSPECTIONS WITH
THE ENGINEER.
4. THE CONTRACTOR SHALL COORDINATE RELOCATION/REMOVAL OF
EXISTING UTILITIES WITH THE UTILITY OWNER.
5. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONOIT70NS DAMAGED
BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER.
& THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMATION
REQUIRED FOR RECORD DRAWINGS
7. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE TECHNICAL SPECIFICATIONS FOR THE PROJECT, NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES (NCDENR) AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
REQUIREMENTS, WHERE APPLICABLE.
8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED
MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER.
9. LATERAL SEPARA77ON OF SEWERS OR WATER MAINS. WATER MAINS
SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
A TEN (70) FOOT LATERAL SEPARATION -- IN WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE
ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST
EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM
OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE
TOP OF SEWER.
10, CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR
A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE
LAID AT SUCH AN ELEVATI0N THAT THE BOTTOM OF THE WATER.MAIN
1S AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER,
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (188)
INCH SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS THAT ARE EQUIVALENT TD WATER MAIN STANDARDS FOR A
DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
11. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BF_ CONSTRUCTED OF FERROUS
,MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS
FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S)
OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
AT THE POINT OF CROSSING.
12. SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24"
SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWER
PIPE.
13. ALL EXISTING STRUCTURES LOCATED ON ADJACENT PROPERTIES ARE
APPROXIMATE LOCATIONS AND SIZES.
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FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
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SHEET NUMBER.'
C1.1

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II SOILS LEGEND 11
2
GOA - GOLDSBORO FINE SANDY LOAM
Ly - LYNCHBURG FINE SANDY LOAM
R. - RAINS FINE SANDY LOAM
On - ONSLOW LOAMY FINE SAND
St - STALLING LOAMY FINE SAND
Ln - LEON FINE SAND
FORESTRY ROAD
SCALE: I'
600' 0 600'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
GENERAL NoTfs
1. BOUNDARY, TOPO
PROVIDED BY DAI
INFORMATION PRC
NOT FOR RECORD
NCDOT L1DAR GIS
2. ALL CONSTRUCTIC
SAFETY STANDARI
3, THE CONTRACTOR
THE ENGINEER.
4. THE CONTRACTOR
EXISTING UTILIAE`
5. THE CONTRACTOR
BY CONSTRUCTIOt
6. THE CONTRACTOR
REQUIRED FOR RE
7. ALL WORKMANSHII
THE TECHNICAL Si
DEPARTMENT OF I
NORTH CAROLINA
REQUIREMENTS, W
8. CONTRACTOR SHA
MATERIALS UNLES
9. LATERAL SEPARA.
SHALL BE LAID A
PROPOSED SEWER
A TEN (10) FOOT
(A) THE WATER P
ELEVATION C
EIGHTEEN (II
(B) THE WATER P
WITH THE WA
UNDISTURBEL
OF THE WATI
TOP OF SEM
10. CROSSING A WATE
A WATER MAIN TC
LAID AT SUCH AN
IS AT LEAST EIGH
UNLESS LOCAL CC
INCH SEPARATION
SEWER SHALL. BE
JOINTS THAT ARE
DISTANCE OF TEN
11. CROSSING .A WATE
NECESSARY FOR i
WATER MAIN AND
MATERIALS AND N
FOR A DISTANCE
OF CROSSING. A
AT THE POINT OF
12. SEWER AND STORI
SEPARATION FROM,
PIPE.
13. ALL EXISTING STRi
APPROXIMATE LOC
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FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
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SHEEP NUMBER.,
C1.2

GENERAL NOTES 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18)
MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER. INCH SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND °,.,.n�w�,,J Fs H CA...
1. BOUNDARY, TOPOGRAPHIC AND WETLAND SURVEY INFORMATION PROVIDED SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITHr(H
BY DAVID L. JONES. Jr., L-3672 ON DUNE 29, 2007. INFORMATION 9. LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FORA ik' '•s
PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY. NOT FOR SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING. ' • _ '" ;_
RECORDATION. ADDITIONAL TOPOGRAPHIC DATA PROVIDED BY NCDOT •olo ws3_-= SITE �,,� 77,'
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A i 's
LIDAR GIS DATABASE. TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE: 11. CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT IS>?+jY`�NOIlFe2�-
2. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE APPLICABLE NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH�iYe°Sw."�.�«i1f2,
SAFETY STANDARDS AND REQUIREMENTS. q THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF \ owµ A•' 4F `.
3. THE CONTRACTOR SHALL COORDINATE CONSTRUCITON INSPECTIONS WITH O ^
THE ENGINEER. ELEVATION ONTHEBOTTOM OF THE WATER MAIN AT LEAST FERROUS MATERIALS AND WITH JOINTS EQUIVALENT 70 WATER MAIN �,gy
4. THE CONTRACTOR SHALL COORDINATE RELOCATION/REMOVAL OF EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF 6L'3' FINAL DESIGN
EXISTING UTILITIES WITH THE UTILITY OWNER. (B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE POINT(S) OF CROSSING. A SECTION OF WATER MAINPIPE- NOT RELEASED
5. THE CONTRACTOR SHALL REPAIR ALL EXIS77NG CONDITIONS DAMAGED BY THE WATER MAIN LOCATED AT ONE SIDE ON.A BENCH OF SHALL BE CENTERED AT THE POINT OF CROSSING. _ FOR CONSTRUCTION
CONSTRUC71ON TO ORIGINAL CONDITION OR BETTER. UNDISTURBED EARTH, AND W/7H THE ELEVAT70N'OF THE BOTTOM OF 12. SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24"
if
6. THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMATION THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF
REQUIRED FOR RECORD DRAWINGS. OF SEWER. SEWER PIPE. r'�.""�°�'°°"""""`"•
7. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE-°'�wEE
13. ALL EXISTING STRUCTURES LOCATED ON ADJACENT PROPERTIES ARE f ° � .A, g ^w��-ro•^tea^
TECHNICAL SPECIFICATIONS FOR THE PROJECT, NORTH CAROLINA 10. CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A APPROXIMATE LOCATIONS AND SIZES.
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES (NCDENR) AND WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCOOT) AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT Knowwhet•S��OVII•
REQUIREMENTS, WHERE APPLICABLE. LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, — Callbeforeyoudig. -
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42
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AREA \ \ \ \
L + �• \ \ \� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \/'•400' BASIN OFF -SITE \
\ \ \ `\\� \ `\\\ \ \ \ \ \ \\ \ \ \ ` \\ \ \ \ \ \ \ \ \ ,.�`\ ` \ \ ` `,,2! `•\.`RESIDENCE SETBACK
\\ \ \\\\\ \`\\\\ \\\\\` ` \ \ \ Y t \ `� WETLANDS
\ � \ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ WETLANDS \ \ \ \ \ \ \ ,( \
- 3a'42'_ p \< \ \ \ \ \ \ \` AREA \ \ ` ` \ \-r�-ra ` \ \ U
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200' BASIN SETBACK ty a •�
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- COMPLIANCE BOUBOUNDARY v__\\\ \ \ \ \\\\ \` `\`\ •,�L �11`,/ / �(// • Ipll rl I /
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BOUNDARY \ I X� \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` -Cn C, \ \ \ \ \ \ \ \ `�` \ V Y \ `, -16'
42
' I
V �_ \ \ \ c \ REVIEW\
\ \ } \ \ \
1 } \ \ \ \ \ \ \ \ \ �* \ ` BOUNDARY \
46''_ \ \ \ \
PROPOSED WWIP TANKAGE & 1 y \ \ \ \ \ \ \ \ \ \ 42,
GRAVEL ACCESS ROAD
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r �i RESIDENCE SETBACK I �\ \ �� _ , / /!y/�rl�
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`\�_ 4RENSIONS:
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PROJECT NO.: 2010 01
SCALE: 1^i
0 100' `.\
DRAWN BY DEM' _
I
100'
l
\ `
REVIEWED BY. JWH
SHEET NUMBER:
SCALE OF MAP MAY VARY sp `\ ------�- -50.\
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DUE TO METHODS OF REPRODUCTION. \
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-
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SITE
46 \\\\ \ \\ \\ \ \\ \WETLAN\ AREA
\ WETLANDS
\ \\ \\ \ \ \\\ \\ \\ \\ `\ \ \ \ `\ `\ `\ \ \\ \\ \\ .AREA
2 FINAL DESIGN
\ \ \ \ \ FOR CONSTRUCTION
NOT RELEASED
ir
25' GRAVEL— M.W.At
ACCESS ROAD (TYP.)
WETLANDS \
VICINITY MAP INSTALL APPROX. 811 49\' \\ \ / \ \ _ AREA
NOT TO SCALE L.F. 6' SECURITY FENCE \ \ i `\ \\ \ a6 i ( ''��,t•`ee,,.N.w'"""�•,,," "•e•'?"s `'- a. III II II 11 (I \ _ _ - �' ___ ,/ \ \ `\ \ `\ \
II
/2.\ CONCRETE MANHOLE \\\
31
I
WTH FLOW METER \\\ `` 1N%RAIN DISCHARGE
&612'RIPRAP APRON LL 'VC (SDR2INV. OUT=42.00' YALFORCEMAINFROM
I BACK OFV€ VAUL
I EFFWENT PUMP STATION INSTALL APPROX. 1,491
SEE AEIAILLF. 6' SECURITY FENCE _ _ ` \
_3�'s PRO OSED WWTP E
Know what'sbelow. °;" \ I %'s%' i/l� li ll i/;;\ _ �L v v ""o
Call before you di I , ;, , i ,/ ll Il l � _� ,,, . VA � v
Y 9• \ 6' LINE TO EFFLUENT ( I S S ���5%! j ll// \ 00 ^7 O O
STAND-BY GENERATOR-1PUMP STATION I SOIL BORE IP-1 //// / !//!!!.-����`��l\\\
(SEE ELECTRICAL PLANS) I I I I •SS �i� ��'�� /%/�///%/, ll,/Ill ll��^�o�\\\\\\\\ \ \ \\ \ \\ \\ ap 'o,O
GENE NOTES \ 24' DOUBLE SWING GATE & 71 - N l / / !i / 1�1� \\\� \\\\\\\\ o
INFILTRATION BASIN 1 / / / / / \ \ `\ \ \ \stp0
6' SECURITY FENCE (TYP.) \ \ \ (0.68 ACRES) //////! ,!/ //// /\\\ E\\\\\\\\\ \ 46' \ \ \ \\ \ \ \ w O
1. BOUNDARY, TOPOGRAPHIC AND WETLAND SURVEY INFORMATION SEE DETAIL g //!.,!/, 1 // \ \ \ \ \ � v
/\ e \ NSTALL 12" THICK CLASS A RIP RAP !!////! / //// \\\Q\\\\\\\\\ \ \ \ \ ` \ \\ "�` Z �+'14
PROVIDED BY DAVID L. JONES. Jr., L-3672 ON JUNE 29, 2007. 6. 4' APRON to' WIDE FROM THE TOP OF BERM !// / !!4!/ \
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY. \ S
NOT FOR RECORDATION. ADDITIONAL TOPOGRAPHIC DATA PROVIDED BY $O \ \\ TO 6' PAST THE BOTTOM POND
/ \ \\ \'��� \ (TYP.) SEE DETAIL\WETLANDS
NCD07 LIDAR GIS DATABASE. / I�\ AREA
2. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE APPLICABLE \ c4.1 !/ N//lll� l \\NN\\\\\\\\ "4 o
SAFETY STANDARDS AND REQUIREMENTS. / l I �� \A 1/l/ //// ! !!lll!!ll!l \
3. HE CONTRACTOR SHALL COORDINATE CONSTRUCTION INSPECTIONS WITHTHE ENGINEER.
�� ll//l!l!/l Illlh l OIL �`' )t T 3
~~ \���� lll�l
4. THE CONTRACTOR SHALL COORDINATE RELOCATION/REMOVAL OF / —�^
EXISTING UTILITIES WITH THE UTILITY OWNER. — — — —� — — — — — — ^ — — — ^ \`\ ��\\ �\ \��l/Illl 111111114111!INFILTRATION BASIN #2
5. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED �\
BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. I \ / \ \ qT•\ \\\\ j llll�(0.62ACRES)
6. THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMATION�\�
REQUIRED FOR RECORD DRAWINGS. 46, (\\ \\ \\
ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH \ \` \ IIIIAIIIIIIiI \\ \ \ LU LU �
7HE TECHNICAL SPECIFICATIONS FOR THE PROJECT, NORTH CAROLINA \ \\\ III�IIUIIII / y \ W o
\ � � � \� � IIIIAIIIIIIII I
DEPARTMENT OF ENVIRONMENT &NATURAL RESOURCES (NCDENR) AND \ :y 111011111117 -
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) l so \ ��\ \\\�\ 11101IIIttll 1 \\ WETLANDS \ `�\\ J z Z
REQUIREMENTS, WHERE APPLICABLE. \ \ \ \•a6; - -01DIIi11411 I AREA `\ \ \ \ LLl V oo Q
8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED \ \\�� \\�
MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER. \ 11j71111 3 CL.
9. LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS \ \ \ 4j \sy�� .��lbllll I \ \ \ \ Q �L o
SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT — / \ \\\ \\�\ / Z j
A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE: l \ \ J^
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE �0 !
ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST
EIGHTEEN (18) INCHES ABOVE HE TOP OF SEWER; OR \ / PROPOSED \VWIF� \ \ \\ i,. \ \\ i ►�— Lail a
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER -/ PROPERTY LINE \ \\
WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF WITH 1' =50'
50' 50' 3'xa'xa' CONCRETE vnuLr FOR MAc
UNDISTURBED EARTH, AND KITH THE ELEVATION OF THE BOTTOM m 0 \ _ _
METER & MANUAL SHUT-OFF VALVE
OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE W FOR EACH INFILTRATION BASIN (TYP.) \ M.W. \ \ 46;
TOP OF SEWER. SCALE OF MAP MAY VARY 10. CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR DUE TO METHODS OF REPRODUCTION. \ \ _ _ - ��J � 47///
A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE /
LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN x \ ` \� // RENSIONS ...L14iE:_„_
IS AT LEAST EIGHTEEN (18) INCHES ABOVE HE TOP OF HE SEWER, /
U
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) z / sow
INCH SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A \ /
_ _ _ i \ \ � � \ � i � ISSUED FOR• .: MTE:
DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
11. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS -
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS \ _ 50• \ \
\ \ PROJECT NO, 2010 01
FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF HE POINT(S) WATERS of THE U.S. DITCH \ \ _.-.
TO EXISTING WETLANDS i DRAWN BY.• DEM
OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED ..,.-......_................................
AT THE POINT OF CROSSING.
� \ �49 _.___---�' REV1EWm BY.•JWH
12 SEPARATION FRSEWER AND OM BOTTOM IOFSSTORMWATER PIPE AND TOP OF SEWER \ / \ TO HAVE A MINIMUM OF 24"\ \ �� SHEET NUMBER:
PIPE.
13. ALL EXISTING STRUCTURES LOCATED ON ADJACENT PROPERTIES ARE /50 \ �- - C1.4
APPROXIMATE LOCATIONS AND SIZES.
\

« x.
�\
SCALE 1 = 50' -
\ \ \ \ \ \ \ 3 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \ \ SCALE OF MAP MAY VARY s rg (..
3ti SITE \ \\ ` \\ / ^
\ - - � \ \ \ \ DUE TO METHODS OF REPRODUCTION. m i,N4w'„ wp No�„„d°�¢�: ,51
WETLANDS
\ \ \ \ \ \WETLANDS \ \ \ \ \ \ \ \ \ \ \ AREA \ \ \ \ \ \ \ \ \l \ \ \ \ \ \ \ FINAL DESIGN
\ \ 'tom , \ \ \ \ \ \ NOT RELEASED
AREA �\ \ \ \ \ , \ \\ \ \ \ `, \ \ \ \, `\ \\ '\ \ \ \ \ `, \\ \t._\� \\ \\ \\ \, / / \ v_ \\ FOR CONSTRUCTION
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ p\ a
Fes• ! \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \`\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \� `\ \\ \\ \\ \\ \ r/ 46' \\\ �
\�INST APPROX. 1,956 4 Fig\ \ \ '!
LF .6' SECURITY FENCE / /ri/�\��\\ I
\ \ \ \ \ \ \ \ \ \ \ \ \ \ III I \
\\ \\ \\ \\ / \\ �2 / /r riiiiiiir jjl IIII r
VICINITY MAP / / ,liill1
NOT TO SCALE t \\ \\ \\ / / r/ riiiiiir plll�ll
It
\\ \\\ \\.3$•\ \\ `\ \\ \\\ \\\ \\\ \\ `\ \\ \\\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\ \ \ \ \ WETLANDS \ \\\\\\\ rrir SI1OIII„Ll1iiBl
OII
R IP-5/
AREA /+
/I 4� i
SN-lip\ \ \, \ \ \\ `� \, \ ` \ \ \ `, \ \ \ `, \\ \\ \ \ \ \\ \\ `\ \ \\ `\ \, \\ \\ \\ \ \ \ \ `\ \\/ \\ \ \ \\ \ /iiriirri IIII IIII / /
II \ \ / r/iiiiiii I I I I I I I
//iiiUi IIII I
U R DRAIN DISCHARGE
Xk �INV.,OUi al2Do' PRAP APRON "It'll
INFILTRATION ®.
N
g (0.40 ACRES) II I
Know WN1a1:'sbelow. --42'— \\ \\ \\ \ \ \\ \ x\ ` \\ \\/ / t���\���\ jjllll�j 1 \ 01 v v c
CBII before you dig. \ \ \l _k -\- ` \ \ \ \ \ \ \ \ \ ` \ \ ` ` \ \ \ / o �\���\���\ 1111I11I I j \ by N o o,
CONCRETE MANHOLE r W1TH FLOW METER \\ ���\ IIIIIIII \ N q p p i;
/r \ - \ \\\\�\\ 11jj1 II 01 � ry NU ^ °i
�
GENERAL NOTES
1. BOUNDARY,C AND
L. WE LA 3672ND URVEY ON JUNE INFORMATION
9,A2007. // \\ \ \ \ \ `\ \\ \ \ \ \ \ DRAIN \\ i / /i/\O\\ \
ItR
NFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY. \\ \ \ &D6XiRPRAPCA ON \ r /!i err \\\\\\\\\\\�\\ \\ \\�`7l Uo
NOT FOR RECORDATION. ADDITIONAL TOPOGRAPHIC DATA PROVIDED BY j \ r sri \\\\\\\\\\\\ \ 1 O 00
NCDOT LIDAR GIS DATABASE. \ \ \ \ \ \ INV. OUT=42.00' \ rr ///,ri/i/ \\ \\ \\ \\ \ \ d
2. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE APPLICABLE \ \ \ \ \ \ q-6 \ , r•�r/ Q-\�\\\O\ \ �'^� o
SAFETY STANDARDS AND REQUIREMENTS. \ ` \ \ \ \ I \\ r /iiii/r.�r'�rr INFILTRATION BASIN #4
\\ \\ \\ \ \\ \ / 20' GRAVEL O r /�������� \ (0.59 ACRES) \\�\�\\\\O\\ �� I
3. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION INSPECTIONS WITH \ \ � � � \ \ \ �\ � 3'x4'xa' CONCRETE VAULT FOR Mac
THE ENGINEER. UNDER DRAIN DISCHARGE\ \ \ \ \ \\ \ ACCESS ROAD (TYP.) \\�+\\ \� \\\ \
4. THE CONTRACTOR SHALL COORDINATE RELOCATION/REMOVAL OF h 6'X72' RIPRAP APRON •\ \ \ \ \\\ .�� \ Q METER C MANUAL SHUT-OFF VALVE
EXISTING UTILITIES WITH THE UTILITY OWNER. INV. OUT=IPRA \ \�`i _ CONCRETE MANHOLE Y\ \\�'w\\ \�M\\\\\\\\�\ \\`' \FOR EACH INFILTRATION BASIN (TYP.)
L. WITH FLOW METER
5. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED t� / \ �� \
BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. saL BORE IP-a\�M\III\�I I 4G
6. THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMATION \ �• /vim ��\ \\ \\���\ Ilf;llllll V
REQUIRED FOR RECORD DRAWINGS. \
a I\�\\\\\�\ \� �\ \ I jjll�ll I (n
7. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH �\\\t �\ \ / \ \ \ I
THE TECHNICAL SPECIFICATIONS FOR THE PROJECT, NORTH CAROLINA \\\\\\\\ \ \ \ \ \ �%����� \\�\\\ II1111111 W W
\ \ \ \ \\\\\\ \ \\�\ �\ \ I IN I 11
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES (NCDENR) AND //
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NCDOT \� \ \
( ) \\\�\\\\\\\\ \ \ \ `\ \ \\ \\ �'\ \����\�\ \���\ ���\ \�� \\ \ \ I (IIII I '\'LLJ
REQUIREMENTS, WHERE APPLICABLE. U o
8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED \\\\\\ ` \ \ ` \ \ ` \- \ \\\���\\ SOIL BORE IP-3 ��\� �\ \ \`\\� \ \ l 111 II
MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER. \�\1a\\\ \\ \\\ \ \\ \ \ \ \\ \\ \
\ \\\\1\ \ \ \ \ \ \\\\ \ \ � � � \\\\ \ �llll 111 I 24` DOUBLE SWING GATE & Q
9. LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS \\\\\d\t\\\\\ \ \ \ \ \\ \\ \\ \\ \ I @•\\ \\\\\\`\\ \\\\ \\\ \\\� j II I (TYP.) Q �L o
\ \ \ �\ \ \\\ \ \ \ \ \\ �� I I I l 6' SECURITY FENCE TYP.
SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR \\\M\\\\\\\\ \ \ \ \ I \ \\\\\�\\ \� \ �\ IIII SEE DETAILe
\\\Q\\\\\\\\\ \ � \\ WETLANDS\ \ � I \\ \ �J�
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT \\\\\\\\\\\\\\ AREA \ \ \ \ Z
A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE: ® \\\�\\\\\\\\\ `\ \\ \ \ \ \ \\ \\ \ INFILTRATION BASIN #3\w �1 w �lJ
\\ \
(0.97 ACRES)
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE
\\
ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST \dM\\\\t\\\ 6. \\\�\ \ \� �� \ �\� \ 1 STALL 12' THICK CLASS 'A" RIP RAP Q Y
EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR APRON 10' WIDE FROM THE TOP OF BERM
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER \\\d\\\\\U\\ \ \ \ ,
\ \ \\\ \ \\ \ \\ `\\ \ \� \\ \� TO 6' PAST THE BOTTOM POND ELEVATION
WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF U\\U\\\\\\\\ \ \ \ \ \ \ ai•1' (7yP") SEE DETAIL qe I�
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM 1U\N\\\\\\\C 1
\\\N\1\\\\\\\
OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE \\\\\\\\\\\\\t \
TOP OF SEWER.
10. CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR IIIIIIIIIIIIII I \ * \ \\ \ _
A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE
R
LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IIIIAIIIIIIII
\ ENSIONS:
IIII WETLANDS \\ \ III
m
IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER. \ \ IIIINIII AREA
����� Mill IIIIIIII `\ \ \ \ \\ \ \ \ \ I
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) -- " `-
\ �\ \ \ , \ \ \ \ I -
INCH SEPARA7ION -- IN WHICH CASE, BOTH THE WATER MAIN AND \ \ \ \ cZ IIII1111111 I \ \ X I M W ® r-------
�- \\ � �\ �\p ?111111111L. REVISED P ,
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH \ \ \
JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR \\��\IIIIIII I \ \ \ \ 1.. ]\`v _.............- ___
\III g \ \ \\ \ mil,-/ / i ----- E'--.
`\ LSSiIm FOR., DATE
DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
it. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS \^ /
NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE _ .... ..._-
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS ti \\ \\ j / -------
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS -\/ \ /-a7 INSTALL APPROX. 2,641 LF. e'
\ I / ��--------- PVC (SDR PP OX. 2,641 FROM
PROJECT NO 2010 01 �-
FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) \ I{\ �\ \\ `; I // BACK OF VALVE VAULT - -""
OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED - DRAWN BY DEM
AT THE POINT OF CROSSING. REVIEWED BY..JWH
12. SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" / /, \ \ \' r / - _ - - _ - SHEET NUMBER:
SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWER \ --
PIPE
13. ALL EXISTING STRUCTURES LOCATED ON ADJACENT PROPERTIES ARE 4T
4a \ a' / iB, \49'\ PROPOSED WWTF C1.5
/ \
\ \ l \ \ \ ' / \ PROPERTY LINE
APPROXIMATE LOCATIONS AND SIZES. \\ WATERS OF THE U.S. DITCHrr // \
49. TO EXITING WETI<ANDS

y \ \ \\\ \ \ \\ \ \ \ \ !
`Ilk
WETLANDS
SEN
�~ \ `� `•~� \\ \ \\ \. / /SCALE: i" =3p' \ rRIPR
2' THICK CLASS"A \ \ AREA\\11AP APRON (TWJ \ �\ \ \ I 'CNWETLANDS 30' 0 30' 42' 17 -` �fS •
\a `\• �` \\ AREA \
�4P.` L DESIGN
\ \\\ \\/./ FINA DUE TO METHODS OF REPRODUCTION. Ga I
yJ UNDERDRAIN DISCHARGE NOT RELEASED
FOR CONSTRUCTION
42'\
UNDER DRAIN
\\\� \\ \ \ CLEAN OUT (TYP.)
\\\ M.W.#1 I CONCRETE MANHOLE
\ \ \ - __\ \ \ NTH FLOW METER \ \ \ \ \
WETLANDS . \
I\ • -- _� \\ \ \`\ \\ AREA \\ \\
V
\\ ��'... u
- 1 1 1 I 1 1 1 111 l \\ \\\\ \\
// / ; - � I 1 I 1 1 1 1 I 1 111 111 11 1 11 1 \\ \\\� \\\ \\\ \\\ \\ \ \ I v v ct
�'i,---1111111111111 1 11111111111111 \\\\\\\\\ \\\\\\\\\} \\\ \\\ \T, ro n•
/ / / 1 1 1 1 \ II
/ / / I 1 11 I 1 It I 1 1 l 1 11 11' IIII 1
//O// 11 IIII IIII III11111 1 1 I 1 11 Il 1 \ \� \ \� \ \\\ \ \ `\ \ m
/ /// / / / 1 I , I 1 I 1 I I 1110 `1 1111 111 I I II \` :r• \\\ \ \ \ \ e
ti
fir' \ h6r / / // /// // /, / 11 1\ Il I l 1 1 11 11 ll 1 \\ \\\\\ \\\\�9 \ \ \ \ \\ w �w 'o
11 111 1 1'' 11 1 11 1 1' 111 III 1 11 \ \\\ �y�`\\. \\ \\\ \ \ \ \ p�j N o
III IIII IIII IIII 111 I IIII IIII I501LI BORE IP-2 \\\\\,�\\,
\ \ • / / //j''i, /// ''i /' 1 \ 1 \ 11 \ I I 1 11 I I 1 I 1 I 1 I 1 I I111' 1
11 It 1 I 1 I I 1 1 1 I 1 1 111 IIII 1' 1 \ \\ \\\�\\� \ \\ \\\ \\\ \ \ ' \ \ \ \ w
1 1 1 1 1 1 1 I 1 1 111 1 i 11' 1 \ \ \ �\ \ \ \ v e
INFILTRATION BASIN /1-Ill 11111 II 111 I, 11/1/111 I \\\\\ \\ .\\\\\ \\ \ iv \ 'ZS 0., 50
,/,'/ BOTTOM OF POND=43.00' l II1111111I11 1 I tIl�%110%\%111 \\\ \\\ -+o
\\ 1 INSTALL APPROX. 1,491- // /////%////// MAX. WATER LEVEL=47.20' 1, I11111111I \III 1 II 1'1�I I, I I111 \1
\\ \ / /,� / P,_//5/, / // / TOP OF BERM=51.00' 1 \ 11 11 11 1 1 1- 1 1 j11111 INFILTRATION BASIN #2
\49 \` \ LF. 6' SECURITY FENCE / /// �1111111111111111 1 Ij�l`1%II I BOTTOM OF POND=43.00' \\\\\\\\\\\\\\\\\\\\\ \ \\ \ x y O
11e11111111 \11111I 1 J -III III I''I II111 MAX. OP OF ERM=51.00' \\\\\\\O\\\\\\\\\\\\\ I \\ Q
\\ )\ \ ' .•i//i///i//'raj//'/ I1nl I111111111 I 11 YtIII111101111 \ •'�
1 < I It I 1 1 11 1 1 111 111 I 1 1 1 \ \\ \\\ \\\ \\\ \\ \
II 1 1 1" 1 1 11 11 11 I \ \ \ \ \ \
\ 1,// �./ / SOIL BORE IP-1 11 14i11 11 iT I 1 1
\\ �\ l // ''ij/t�/'// III111711111�T1 I 11111111111111111�1 INFILTRATION BASIN #2 \\\�\O\\\\\\\\\\\\ \ \\
E7'F{IlE7J PSYATION /// //i/�///�/ls/// 1111111 ;IIg111Io;11; 11 IIII III1III 1k1I11111_ (0.62 ACRES) \\\\\\\\`\\\\\\\\\ \\ \\ \
Sm DETAIL1 / / ' // / // / It ' 1 11 ��I 11 I 1' 11' I II II1111 \\ \\\\ \\\ \\\ \\ \ Y \\
/'///i/'i I I I II I I -I I I I 1 1 1 111 1 \I \\0 1\\ \\\ \\ \ Z
WING GATE
/,'/// //''' INFILTRATION BASIN #1 IIIII11111111I111 I 111111111I1111j111111
��/'/ (0.68 ACRES) -INSTALL 12' THICK CLASS 'A" RIFE RAP '1 1 II II \I III 1'1✓ DOUBLE-64 SECURITY SFENCE (TYPJ \\\\\\\\\\\\\\\\\\\ \\ \ gfi W L.L1
I 1 11 1 1 1 _CL
APRON 10' WADE FROM THE TOP OF BERM 11 1 1 I1111 I I111.+, 1 SEE DETAIL g \\\\\\\\\\\\\\\\\\ \ \. ~ Z
TO 6' PAST THE BOTTOM POND ELEVATION\ 1 1 1 11 11 I 1 \\ \\\\ \\\ \\I, \\ \ Q N
(TYP.) SEE DETAIL q 11 I IIII' 1 IIII i \ C6. \�\\\\\\\\\\\\\\\\ \\
\ J
�11 �i �1111111111 1 IIII. I It IIIIII\ ----- --__- _�\\\\\\\\\\\\ \ Z. I LLJ U o
_ / -_-_-___ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--'�11111 II 111 I 1 1111111111�` ____ --_--_ __===_\i\\\ \\\ \\\ \ \\� f- o
e-----------------------------------_ -_-� 1111111/11 1 11111111111 = __
---_ LL_
/---------------------- -- ------ 1 1 I 1 11 11-_------- -----_------\ \ Q
�\ / \ Z Q
-/ '_____________---___--_-•--__----------------____-�1111\11 1 1111111�====_ _ \\\ / \ T� o m
` r//--------------------------- --_-- 3'X4"X4' CONCRETE VAULT FOR MAG—_-_-_- 1 1 11--------_-_-_-_--_
s \ {$' /._. -- - ---------- -- ------ --- - _-_ . METER & MANUAL SHUT-OFF VALVE __-_-_-_ -� 11 1 111� - --__-- - __-___-- �_-__---_-- 1 \
_ _ _ _
C - - ---------------.. -- ----- -- - - FOR EACH INFILTRATION BASIN (TYP.)--------,-------�-----b-=--o-- --___- , .�\ \\ Q LL) O
r g
\ ` ` ----------dam \ Y o
I'm
LLJ
1-------------------------- � Q
\V n a fti Fr w - N FM - / j 4¢
\
\
— — — — —
---------------------------
--------------- -----
\
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- -- - -- -
lINSTALL APPROX. 2,641 LF. B"
REVISIONS _ W47E..
_
\ - -
20' GRAVEL PVC SDR21 FORCEMAIN FROM
ACCESS ROAD
\��
\\�'47�-----
eRcmro am JY}IR 6 25-i
-
- - - -
BACK OF VALVE VAULT-48'--------`
----
--` ---
FTM: LNTE_,_
-4s------------------- ----- -------- ----------
--
_
PROJECT NO 2010 0'I..
7
. ~.•,~ �-
REVIEWED BY: JWH
SPA
PROPOSED WW1F _
/
/
F
PROPERTY LINE �. _ _ _ 't�.
_ `erasvw,c�=
1.
SHEET NUMBER:
1
OFAV`�;,.�'F
Know whaKs:IOW.
/
/
"�. •
Call before you dig.
1

WETLANDS dg'
AREA ?„:
\ \ STALL APPROX. 2,641 L.F. 8" 3 1,Q}.
\ �'� PVC (SDR21) FORCEMAIN FROM
\ A BACK OF VALVE VAULT
ow
\\. WETLANDS ---_4Y _ --a6' \ KnCalIb:somyou 9
\ � � � � CBI I bl#ore you dl
47 AREA // \ ` 46 \ UNDER DRAIN FINAL DESIGN
-4T \ CLEAN OUT (TYP.) �'/
\ NOT RELEASED
WETLANDS FOR CONSTRUCTION
AREA
UNDER DRAIN DISCHARGE
\ / / / 'i - IN / /� /\ \ \ k ER D RIPRAP APRON ,
-------_ INV. OUT=42.00' \ / 12 THICK CLASS
/\\\\. \ , RIPRAP APRON STYP.) N.C. GRID (NAD 1983)
SCALE 1• _30,
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION. '
/ 2 THICK cLAss n' 'WETLANDS''
\\ \ RIPRAP APRON (TYP.) AREA
, //,,/, / SOIL BORE IP-2 ///////// / \///INSTALL APPROX. 1,956
//L.F. 6' SECURITY FENCE \ \ V
UNDER DRAIN DISCHARGE > \ \ � � ,,, a0 C
/ / \\\ \ & 6'X12' RIPRAP APRONN / / '\ / / N p O
/ '\\\\.. \ INV. OUT=42.00\ / '�' N N o. •„ m
81
IQ
ITTOM ATIP BASIN 1ti
BOTTOM OF POND=43.00'
MAX. WATER LEVEL=44.90'
!// / / TOP OF BERM=49.00' /// C' CRETE MANHOLE WITH
/P/// / ////�// \\\a\\\\\\`�. FLOW METER (TIP.)
1 //l/ M.W.
// q//
INFILTRATION BASIN 3 / /"//Pi /////////
(0.97 ACRES)
INFILTRATION BASIN AM_
BOTTOM OF POND=43.00' \ ��' J
MAX. WATER LEVEL=44.60' %//////,/ /S_ \\
TOP OF BERM=49.00' /%// // /-- \ \-38'�_�
W W
8z
/asl
saL BORE IP- ,/ir / rii r / / �/, �i ,/ \ ` \ ` \ m
! //// / / / %///// / /// /////// ,� / /• , / / / / // / l° LLJ
INFILTRATION BASIN #5
BOTTOM OF POND=43.00'
7 / //// / / / ,/%''%/ � '%'/ % � / MAX. WATER LEVEL=44.10' \� \`'>�•`a�\ ` z O
I 4/ // ////// / /// /////// , /� �rir / ° / / / / / / r
//// l //// P , , / // / /, TOP OF BERM=49.00' � Q ¢
INFILTRATION BASIN /J4/�/r,/ r,//r / INSTALL 12' THICK CLASS A� RIP RAC
(0.59 ACRES) ,%�'/'// /' //////r / rAPRON 10' WIDE FROM THE TOP OF BERM
TO 6' PAST THE BOTTOM POND ELEVAROM
(TYP. )SEE DETAIL qe
I I �O
l / /' / i ' ' INFILTRATION BASIN #5
/ / ////// /// //// / //
I I I 1 I I I I / ////// ,/ /// ///. // ,. /,,/ /,/ / ;;,;;,r . (0.48 ACRES)
I I , /// /// //// // /,/ / , , / \ \ \ Y
�_/__ _ __ ii SOIL BORE IP-5 -REViS10NS. MTE
� ----- - ---- _-_--- �;----------------------=-ri'42l .. Z...
_ -
-------
1_///,//----_- -- - _ - - - - - --/,// -i / / REVISED PER OEM7 _.625-1
I I - - I IIILI-_ _ --_- M.W. `- -- ------- - ------�/,' / ,/�'� __ _ _-_-_-- ___
1 I---- - - ----// / ' `-- - _----/ r' / - - - - - - - - - - - - - - - - - - - - - - - - - -
.. ....
K.wSilED Fit DATE
\ - ----- ---- -- --- ----- --- - ---- ---- --- --------------
it / - iti r3'X4'X4 CONCRETE VAULT FOR MAG / WETLANDS .
�� " •. - - - _ AL TION BAST VALVE 0 01
K. -• METER & MANUAL
- FOR EACH INFILTRA N TYP.) 33.25' AREA ROJECT NO _2.07
P
_ _ _ DRAWN BY DE
RENEWED BY: JWH
24' DOUBLE SWING GATE & 46- ,/ SHEET NUMBER:
20' GRAVEL 6' SECURITY FENCE (TYP.) 46
ACCESS ROAD (TYP.) PROPOSED WWTF SEE DETAILe / --42' C1.7
� .�
PROPERTY LINE C6. / / \ /

80-......
75 -
70 _
65
60
55
50
45
40
35
30
�INFLUENT
BARSCREEN
pyy p SLUDGE
J,
JAM_j HOLDING
.O.S. = 50.0 0 -CHAMBEF
7-�=�roxlc
CHAMBER
LT25'
14.25' 12.75'
AERATION POST ANOXIC CLA FIER
CHAMBER — CHAMBER CH. ER
CONCRETE SLAB & DESIGN
"(BY OTHERS)
—55.75' 13.75' 24.00'--
75
70 .....-.....
.... -
EFFLUENT PUMP ---
65 - . TATION.
5%7'X5' (I.D.) PRECAST
60
- :- VALVE VAULT — _._.................
55 I
3'X4'X'V (I.D.) PRECAST METER
TOP=49.50' -
& VALVE VAULT (TYP.)
50 — .
---------
45
40
I
I T.O.S.=34.50'
35
I
30 I - ---- - -
I
25 T
CELLS
CLEARWELL
- - --CHAMBER
2.00'--j 8.75' L►-14.75'
INFILTRATION BASIN #5 TOB-a9. 00
---- (0.48ACRES) _�'=----
W L=aa. to'
ORCEMAIN DISCHARGE ELEVATION, TOP
BERM INFlL1RAl10
ELEVATION, AND WATER LE —
VARIES BY N BASIN
SCALE: 1' = 10'
10' O 10'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
BASIN
IN V =43.00'
✓Nia=
;? W NOTE` ���P1,gr312.
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
—....... 80
..�, �, gym,.......
_..— 75 .s.�
70
EFFLUENT PUMP 65
"TAT10N — -- '
i.75' 60 /
---- 55
70P=49.50'
------- - "--, -- 50
_ 45
I 4.iyy
I 40 il1\
O.S=34.50'
- 35 U E
30
vv.tl
i M
C' �
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1
75
!
70
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~ o
CL
60
I
4' DIA. MANHOLE FOR
— FLOW METERING 55
Q
Q `c 3t
W
�
UNDERDRAIN. DISCHARGE '
ELEVATION = 43.00' 50
- -
-----------
------- _
LLl W �
Q
U
_—_ 45
W Q 2
Q
40
12' THICK 6'X12' CLASS-
— --- W
RIPRAP APRON (TYP.)
25
-------- -------------- — —
ISSUED FOR: DATE
t�.. �s
' . =
FYiOJECT M0: 2010-01
o •off; we �=
I
DRAWN BY DEM
1.11 RENEWED BY: JWH
b�''OF.A t' Knowwhas below.
•,
Cal I before you aly.
SHEET NUMBER:
C2.1

E'; 3
B' INFLUENT LWEN
Ii DD'
EO F
NT SPUTTER BOX W/1.25° EQUIPMENT
EQ
PIPING ON SLIDE RAILS �ALIDAY
DISEQ
/ED CONTROL
PANEL ALUM FEED
'SYSTEM
PLAN VIEW
N.TS
ACETIC ACID
RAIL (TYP.) FEED SYSTEM
^ '�^� ._—.__ ^•�~ ^ AIr � � AEROBIC MIXER AEROBIC MIXER
ANAEROBIC' PRE AN �LIVXIC1 ROS MIXER R MLSS RECYCLE
MIXER MIXER I PUMP
7.25'
ARE -ANOXIC
CHAMBER
1425' 12.75 (DUALIZED) 55.75'
FLOW Ea AEROBIC DIGESTER L- AERATION CHAMBER
CHAMBER (DUALIZED) q 75' (DUALIZED)
ANAEROBIC
CHAMBER
(DUALIZED)
SECTION VIEW A -A
NJ..&
NOTE: ALL BLOWER UNITS, AND CONTROL PANELS
SHALL BE INSTALLED A MINIMUM OF 18" ABOVE
THE TOP OF THE WWTP STRUCTURE
WWTP CONTROL
PANEL BLOWER UNITS
SLUDGE AIR
SKIMMER PIPING LIFT
'POST ANOXIC
MIXER
13.75'
POST ANOXIC -
CHAMBER
24.00'
CLARIFIER
crnA.
FILTER$
G
_1ER OUTLET
t
I
I
TERTIARY
FILTERS
1
C3.2
q SSW �O l4
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION.
1
U �+
a �g
o a .tl
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N
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4
REVISIONS ! DATE .
ISSUID FOR: 4 DATE:
® PROJECT NO.: 2010-01
I DRAWN BY: OEM —
REVIEWED BY- JWN
Knowwharsb@IOW. SHEET NUMBER:
Gal I before you dig.
C3.1

TREATMENT
CHAMBERS
1
C3.1
TREATMENT
CHAMBERS
1
C3.1
TERTIARY FILTER
CONTROL PANEL
AIR SCOUR\ /1AUDAY EQUIPMENT
BLOWER HOIST (TYP.)
11.00'
.00'
i+ FLOAT TREE \BACKWASH
PUMPS
MUUWE RETURN
PUMPS
12 00' CHLORINE
3.58' MUDWELL 8.75" 14.75" CT 4 t8,
CHAMBER FILTER CELLS CLEARWELL CHAMBER CHAMBER
DETAIL A
C3.1
IC FLOW
WEIR BOX
B. PUMP
ION
To I.B. PUMP
STATION
-
CON PANEL
rSERNCE HANDFAILS
NTWT
N WALL
2.00
—
TROUGH
..1'U
LWT
/J///y
CU1PUT
N LL
I
TOWpT
IN LL
LEVEL N WILL
ENSOR
DUMP VgIVE
�Xi.XTEN.
IIA plC
I.
I
DUMP VgLVE
YAM LEXTFN.
9LE
,Av.DON
I
PORT
INSPECPON
... PORT
DETAIL e
C3.1
NOTES:
1.)
ALL STEEL TO BE A MINIMUM THICKNESS OF
1/4" UNLESS NOTED.
2.)
DESIGN OF FILTER MAY VARY DEPENDING ON
SIZE OF FILTER AND ACCESSORY COMPONENTS
REQUIRED..
3.)
DUE TO WEIGHT, FILTER MEDIA TO BE SHIPPED
SEPERATE AND MUST BE INSTALLED AFTER
FILTER IS INSTALLED
4.)
ALL INTERNAL WRING AND CONDUIT TO BE
INSTALLED AT THE FACTORY.
5.)
MAIN ELECTRICAL POWER FEED TO CONTROL
PANEL BY OTHERS.
2
Im
Know wnBesbelow.
Call before you dig.
1'-2112"
0'-3 112"
W-1
NOMINAL DIMENSIONS ARE SHOWN AND
MAY VARY ±3fW FOR ROTOMOtDED
COMPONENTS.
0
I
I
I-1
t
W.
CHLORINE TABLET DISPENSERS
a C3.2
NOTE: ALL BLOWER UNITS, AND CONTROL PANELS
SHALL BE INSTALLED A MINIMUM OF 18. ABOVE
THE TOP OF THE WWTP STRUCTURE
1 L.VU
TE VEL RY CONTRIX
A. SC. —
BLOWER
SERNCE H-C—,'
h
—STABLE
TE/R MLEi MOUGHS 1
_
D0' `.
��1 � ill II
III
3._D.
f IEVFy
M.NSTAF.H.EM
(SENSOR
- BACXwAS OUGHS
`
FILTER CELL
—DER WAL! ,/Z. FX,1EN PLATE � E OS R
F31LILN PLI IERt
1
SA D
1E DOWN
T»ICAI
_.
E
—T
AIR SCOUR
LINE
NR SCOUR LINE
'6
DETAIL c
C3.1
DETAIL �1
�� PS W HOL+/t�317{
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
eon w
pry
j
1 J
S
u1�
V �
h �ti
C! i
N �\
44 O oy
O
A a o
3
-ti
L-U L�L1 Q
LL I
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U o CL z
Q
(j) 3 (0 1-
Q LL o cl i
z LL
W LLL.i Vi
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DRAWN BY..DEM
REVIEWED BY.• JWH
SHEET NUMBER:
C3.2

28,00'
INFLUENT BA SCREEN & HAND RAILS
FLOW
CO'TRO' BOX /BLOWER UNIT
pi
6" INLUENT UN /MUDWEL-
RETURN UNE
0
6" EMERGENCYI /07 1
OVERFLOW (
6- SPLI+TER BOX LINES
TO ANAEROBIC CHAMBER
`FLOAT TREE,
IC MIXER
AIR DIFFUSER
(TYP
AFLOW ED PUMP,-
L00,
1.00' j 1 30.00,
FLOW EQUALIZA77ON SECTION DETAIL
N. T.
28.00'
6. SPLI I IER BC X LINES /HAND FAILS
TO ANAEROBIC C HAMBER
(TYP.)
6^ EMERGENCY
4" WAS LINE FROM
OVERFLO(TYP.) CLARIFIER (TYP.)
.. .......... ..... . .
"'I"IMUCINJ
RETURN [INE
o
ANAEROBIC MIXER
14 (TYP.)
L. . ........ . .
(TYP 30.00,
ANAEROBIC SECTION DETAIL
N.TScaa
-
WWTP CONTROL
PANEL, 28.00'
BLOWER UNIT (HAND RAILS
ME,
RAS LINE FROM
LARIFIER (TYP.)
2
0vr 0 �5Y Typ )r
MUD WE
RETURN I
LJ L
SKIMMER LINE FROM C TOU
CLARIFIER (TYP.) I XI 2' U
o IN WALL (TYP.)
4" WAS LINE FROM
CLARIFIER(TYP.)
\POST -ANOXIC MIXER
(TYP.)
7,
.... . ..............
(TYP-) j 30.00
POST -ANOXIC SECTION DETAIL( s.
N.Ts 'lay
EQ TANK LEVEL SENSORS
(ELEVATION FROM TOP OF SLAB)
PUMPS OFF - "A"
LEAD ON/LAG OFF S-C).
BLOWER CONTROL "C' 5'- 0'
LAG ON 0'
HIGH LEVEL ALARM -E" 11'-0"
JNOTE: ALL PIPES OTHER THAN AIR UPT
PIPES THAT DISCHARGE INTERNALLY IN THE
PLANT SHALL BE TURNED DOWN SO THAT
THE DISCHARGE PIPE IS FULLY SUBMERGED
INOTE: ALL BLOWER UNITS, AND CONTROL PANELS1
SHALL BE INSTALLED A MINIMUM OF 18" ABOVE
THE TOP OF THE WWrP STRUCTURE I
4" WAS LINE FROM
CLARIFIER (T-,?.)
.50'
12"XI2" CUTO
IN WALL (TY?.) AIR DIFFU
— mp-cc-
NArpD RAILS
ALUIII FEED
RE"N Y NE
c�
PRE-AKOMC MIXER
PRE -ANOXIC SE�T(DN r%ErAl(­4"�
N.T.S.
HAND RAILS
RAS & WAS SLUDGE
"1AIR LIFT (TYP.)
2.50'
(TYP-)
MUDWELL
RETURN LINE:
SKIMMER LINES TO
12"XI2" CUTOUT I/ AERAMN BASIN (TYP,)
IN WALL (TYP.) o
TT
1,02'
TYP.) 26,00'
CLARIFIER SECTION DETAILe
N. T. S.
AI,
28.00, —
HAND RAILS
MUOWELL
RETURN LINE
- ........... ...... . .... .
6" EJRGENCY�
0 0
OVERFLOW (TYP.)
6" SPUTTER BOX LINES
LINE FROM
CLARIFIER (TYP)
TO ANAEROBIC CHAMBER
(TYP.)
I
AIR DIFFUSER
AEROBIC DIGESTER'z�
DECANT ASSEMBLY
IV
-30.00'
TYP.)
AEROBIC DIGESTER SECTION DETAIL
N.T.S.
HAND RAILS,,".r TIC ACID
SYSTEM
1 4 . RAS LINE
4' WAS LINE FROM CLARIFIER (TYP.)
CLARIFIER Tv?.
2,50
FROM
(TYP-)
MUDWE
i2-XIZ' CUTOUT
F— II LJ
'
RETURN
AIR DFFU RATION MIXER
b
TYE)
MLSS PUMP
(TYP)
1.00'
3.00,
(TYP.) 30,00'
AERATION SECTION DETAIL
N. T. S.
1 1 4.25'
V
NEE b
BRACES
GALVANIZED STRINGER
& STEPS (TYP.)
. . .........
STAIR DETAIL N.T.S.
Know whafs bL110W.
Call before you dig.
.. ...... . .
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
INfj 40
U
IJ
12 ti
S
(n
LLJ
LLJ
z
LLI
L.Li

L
s so
0.75' - 4.00' 0.75'
DIEFUSER DROP VALVE
1.00 2.00' 1.00' ACCESS HOLES
MOUNTING HOLE HANDRAIL MOUNTING HOLE
If riP (2) PLACES TYP (2) PLACES
�1 LIFTING L IFHNG p
O J LUG .: _ .� LUG - E0 PUMP
... ._ e .. :., CHJN CAr'CH
A �J -
..._.,.-W..,
o .- BAFFLE V H
0
v
N
d' RFMOVARI E DRY] RAC
/ I PIPE
7 1/a"0 COUPLING WITH
CLOSE NIPPLE AND 90 ELBOW
REMOVABLE
BAR MLSBELOW \ D17,�
3 % 3 x-I/a .''III .. I - � �V—afi ELBOW
MOUNTING CLIP J`flll` `JI IjLI
LIFTING -
LUG
0 f
PLAN VIEW
LMA
UPPER EO PUMP
GUIDE RAIL BRACKET
WITH (2) 1/2.0 SS x 1 I/2' LG
BOLT WITH NUT AND F.W.
TYPICAL 2 PLACES
SECTION "A"
INFLUEP
PIF
� BL1An we vw� �
l; i NL01*E11. ak
r - �
i di 8'a 51 SOLI
i _ Jnril 4d1 AND
Ir PIPE QIrPROW �
ti !
� r
SECTION "B"
INFLUENT
PIPING
1
I
I
I
2.14'
I
I
SECTION "C"
3.00'
1
9' EMFR. OVERFLOW
10'
EMER. OVERFLOW
8EMER. OVERFLOW
00 t
T o �--�pOD
i M II
5/3.0 SS WELD STUD
1 3/4' TYPICAL 16 PLACES
3/8"
BURN(
— 1.92'
INFLUENT
PIPE
BOTTOM
VIEW
4.10'
REA70YABLF BAR SCR
HOT DIP GALVANIZED
45
3.95'
DRIAN
- JR NW.M4
Know what's WOW.
Call before you dig.
A'+F�'C13(c�k�F �8?�
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
d'r r
i
a
a h •
� �aC
e
xo�
3
z
L
o
z�
z
U
�
WQ�
ZLU

p 5.56 T
CCNCRf:F FOUNDATION
PAD (BY OTHERS)
131.52' -.__-.
PRE ANOXIC TREATMENT PL
MIXER CONTROL PA
ANAEROBIC 4" RAS LINE
2" MUDR!:"LL MIXER 2" SHIMMER MLSS RECYC,LC POST ANOXIC
RE?URN LINE ` , ASS'Y. (TW)` F`UMPS (T)'P.), MIXER
\ I` /ALUM FEED
BASE aCF.?IC ACID
FEI: D RASE,,
..
tFOA DICES FFR .. __......
Smrrl F �i DECANT
E0 BASIN SLOWER
EQBOW R \ y
EO CONTROL PANEL —
MAIN BLOWERS/EO BASIN
AUX. CONNECTION
Q
7. 25'
CHA C
1425' 'i 2.75' (DUALIZ::C)
FLOW EO —.-_.- AERO'I; OIC.FSTi
CHAM:3! R (DUALIZED) 3 75'
Al AEROIi 1C
C`I?Aha
(DU ALIZIC 0)'
CLAR:`-;£:R
INLET BAFEI_E 4,'" WAS LINE
SCUM
W W p (1 50,000 JPD)7.
f `
r
55.75'
AERATION CHAMBER -
(DUA!ZED)
TREATMENT PLANT AIR PLAN
N.T.S
FILTER _CELL AIR PLAN
N.7S
-Lmc9�or,A� J
"`cRTIARY
FILTERS
I
C3.2
15.
Know what's belOW.
Call before you dig.
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
1 4
I
�11L 4
h � V
R v Gf
CO N o n
tl i
tl
V
� V Q
z : l O N
O a
JE
�o
W LL! U
QZ
OL
Z
W Q Y
Q
cr)
v 1
RENSWCNS. W7E:
ISSUED FOR: O4iE
PROJECT NO.: 2010-01
............................................... ..
DRAWN By: DEN
REVIEWED BY: JW;-1 —
S,H= NUMBER
C3.5