NCG551111_Rescission_20200709

ROY COOPER
MICHAEL S. REGAN
S. DANIEL SMITH
NORTH CAROLINA
EnW"meera/Quafity
July 9, 2020
Bishop Johnny Godair
First Pentecostal Church
2008 W Carver St
Durham, NC 27705
Subject:Rescission of Certificate of Coverage
NCG551111
First Pentecostal Church
Durham County
Dear Mr. Godair:
Division staff has confirmed that the subject Certificate of Coverage (CoC)
is no longer required. Therefore, in accordance with your request, NPDES
CoC NCG551111 is rescinded, effective immediately.
If in the future your church wishes to discharge wastewater to the
State's surface waters from the subject site, you must first apply for
and receive a new NPDES permit.
If you have any questions concerning this matter, please contact Charles H.
Weaver at [phone] or via e-mail [[e-mail]].
cc: NPDES files
Sincer lyt
for &DanieZ1Sm/j-/th,,
rt'or'
Division of Water Resources
North Carolina Department of Environmental Quality I Division of Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-707-3712

Weaver, Charles
From: Bernard, Jane
Sent: Thursday, July 9, 2020 10:52 AM
To: Weaver, Charles
Subject: RE: [External] First Pentecostal Church of Durham For file
We are fine with it. Send me a copy of the letter for the file please.
From: Weaver, Charles
Sent: Thursday, July 9, 2020 9:47 AM
To: Bernard, Jane <[e-mail]>
Subject: RE: [External] First Pentecostal Church of Durham For file
If the RRO is OK with rescission, I'll rescind the CoC. Let me know.
CHW
From: Bernard, Jane <[e-mail]>
Sent: Wednesday, July 8, 2020 12:24 PM
To: Weaver, Charles <[e-mail]>
Cc: Dunn, Barbara M <[e-mail]>
Subject: FW: [External] First Pentecostal Church of Durham For file
From: Gary MacConnell, P.E. [mailto:[e-mail]]
Sent: Wednesday, July 8, 2020 11:01 AM
To: Bernard, Jane <][e-mail]>
Cc: Cory Brantley <[e-mail]>; Shane Brantley <[e-mail]>; [e-mail]; Sessoms,
Brian <[e-mail]>
Subject: [External] First Pentecostal Church of Durham
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Certification and Record Drawings attached.
Gary S. MacConnell, PE
President
O: [phone]
C: [phone]
Please note new physical and email addresses:
i

MacCONNELL
Associates, P.C.
501 Czveade PoLnle lane, Suit-e103
Cary, 1{', 275 H
P.D. BOX 129
Nlarrlxvllle, NC 27-UO
'lil� [919}-t63-i2'.N} F9x� {919} 314�S1U
From: Gary MacConnell, P.E.
Sent: Wednesday, July 8, 2020 10:59 AM
To: Bernard, Jane <[e-mail]>
Cc: Cory Brantley <[e-mail]>; Shane Brantley <[e-mail]>; [e-mail]; Sessoms,
Brian <[e-mail]>
Subject: FW: First Pentecostal Church of Durham
Jane,
The service connection construction of the First Pentecostal Church of Durham to the City Sewer is complete. I have
attached one photo of the recirculating sand filter before decommissioning and three after. Under separate cover I will
send you the Engineer's certification and Record Drawings. Please rescind the Church's discharge permit which is no
longer used. Thank you for you help as always and let me know if you need anything else. Have a great day.
Gary S. MacConnell, PE
President
O: [phone]
C: [phone]
Please note new physical and email addresses:
McCNLL
Associates, P.C.
341 Cssead,e Polole Lane, Suite 103
Cary, NC, 27513
PD. Bof 129
Nlorri%vllk, NC 27-%0
fok (919)467-12J9 Fax! (919) aIMOM

j - I
First
Pentecostal
Truth
Church // Where F� Truth TMeMeeett
2008 W. Carver St. • Durham, NC 27705
919.477.6555
Nathaniel Urshan, Pastor
Johnny Godair, Bishop
Certification Letter
July 8, 2020
Mr. Charles Weaver
NCDEQ — Water Resources
512 N. Salisbury St.
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: First Pentecostal Church of Durham
Rescind Coverage under General Permit
MacConnell & Associates, P.C. Project No.: A63202.00
Dear Mr. Weaver:
The project to connect the Church's wastewater collection system to the City of Durham's
collection system is complete. We are now discharging to the City. The previous
recirculating sand filter discharge system has been demolished. I am enclosing record
drawings and engineer's, certification. I am requesting that you rescind our coverage under
the general permit. Please contact our engineer Gary MacConnell, P.E. (919) at 467-1239
if you have any questions. Thank you for your assistance.
Sincerely,
g647 A74"
ohnny Godair
Bishop
cc: Gary S. MacConnell, PE, Engineer
Shane Brantley, Contractor

P.O. Box 129
Morrisvi[le, NC 27560
[phone]
July 8, 2020
MacCONNELL & Associates, P.C.
"Engineering Today For Tomorrow's Future"
Certification Letter
Mr. Brian Sessoms, Principal Engineer
City of Durham, Public Works — Engineering Development Review
101 City Hall Plaza
Durham, North Carolina 27701
Re: First Pentecostal Church of Durham
Final Inspection — Certification
MacConnell & Associates, P.C. Project No.: A63202.00
Dear Mr. Sessoms:
501 Cascade Pointe Lane
Suite 103
Cary, NC 27513
www.macconnellandassoc.com
I certify that the above referenced project was installed with due care and to acceptable
construction standards. The system was installed as shown on the record drawings dated July 8,
2020. Please see attached record drawings. I trust that this letter meets your requirements for
approving this system.
Thank you for your continued assistance, and if you have any questions, please do not hesitate to
call me at [phone].
Gary S. MacCon
Project Manager
17069
MACGO
111'11111110%
cc: Jane Bernard, NCDEQ — Raleigh Regional Office
Gail Ingle, First Pentecostal Church of Durham
Shane Brantley, Contractor

Z:\T-Drive (Projects)\Library\2018\A63202.00 - First Pentecostal Church of Durham - Sewer Connection\Drawings\A63202.00 - Cover.dwg Jul 08, 2020 10:33am
FIRST PENTECOSTAL CHURCH
OF DURHAM
SEWER CONNECTION
DURHAM COUNTY, NC - PROJECT No. A63202.00
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PROJECT MANAGEMENT
COPYRIGHT © 2019
P.I.N.:
0842-02-57-0377
2125 E. GEER ST.
DURHAM, NC 27704
SCHEDULE OF DRAWINGS:
C-101
C-102
C-103
D-101
D-102
D-103
LICENSE No.
C-1039
ai
COVER SHEET
EXISTING CONDITIONS
PROPOSED SEWER CONNECTION
HYDRAULIC PROFILE OF PROPOSED FORCE MAIN
DETAILS 1
DETAILS 2
DETAILS 3
MacCONNELL
& Associates, P. C.
2125E Geer St,
Durham, NC 27704
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501 CASCADE POINTE LANE, SUITE 103
CARY, NORTH CAROLINA 27513
P. O. BOX 129
MORRISVILLE, NORTH CAROLINA 27513
TEL: [phone] FAX: [phone]
LOCATION MAP
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
J U LY 8, 2020
OCTOBER 7, 2019
NO.
1
2
DATE
10/16/19
12/06/19
REVISIONS
DESCRIPTION
PER CITY OF DURHAM
C-103
SHEET
PER CITY OF DURHAM
C-101,2,3
A63202.00 — FIRST PENTECOSTAL CHURCH OF DURHAM — SEWER CONNECTION
A63202.00
FIRST PENTECOSTAL CHURCH OF DURHAM
SEWER CONNECTION

Z:\T-Drive (Projects)\Library\2018\A63202.00 - First Pentecostal Church of Durham - Sewer Connection\Drawings\A63202.00 - Base.dwg Jul 08, 2020 10:33am
i
/
/
1
/
/
/
/
/
SS
/
/
EX. 8" S.S•
SS
65
FI SST PENTECOSTAL CH U RCH
OF DURHAM
DB 5902 PG 802
P3 106 PG 31
LOT 2
PIN 0842-02-57-0377
100' STREAM BUFFER
50' STREAM BUFFER
0
0.
UNNAMED TRIBUTARY
TO ELERBEE CREEK
50' STREAM BUFFER
100' STREAM BUFFER
15.56
EXISTING CONDITIONS
N82°37'02' E 77.64'
APPROXIMATE
LOCATION OF
EX. SANITARY
SEWER LINE
EX. SEWER MANHOLE
RIM: 340.23
EX. INV IN: 329.90
EX. INV IN: 329.85
EX. INV OUT: 329.83
SAND FILTER
(TO BE REMOVED)
33
1 �
-7-
-o
0
rn
CLEAN
OUT
0o.
EXISTING
ATHLETIC
FIELD
SEPTIC TANK
6" PVC INV IN=335.36'
(TO BE REMOVED)
RECIRCULATION TANK
INV OUT=333.50'
(TO BE REMOVED)
CHLORINATION/
DECHLORINATION
N (TO BE REMOVED)
24" CONCRETE PIPE
INV OUT: 332.64
v /
3p SSA
\ UNNAMED TRIBUTARY
TO ELERBEE CREEK
Yro
6'1
DROP INLET
RIM: 351.72
INV BOTTOM:
EXISTING
BUILDING
SSS SEA
p� FR
M
ENT
341.29
EXISTING
BUILDING
SS
x
(
EXISTING \
PARKING LOT \
2'
(5)� ' 47.78"W
11.6
50' STREAM
BUFFER
100' STREAM
BUFFER
SEWER MANHOLE
RIM: 340.38
INV IN: 331 18
INV OUT: 331.12
EXISTING
PARKING LOT
CD
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
JULY 8, 2020
/
GRAPHIC SCALE:
60
30'
90
NOTES
1. EXISTING BASE MAP INFORMATION TAKEN
FROM SURVEY BY S.D. PUCKETT 8c
ASSOCIATES (11/15/2018) DURHAM COUNTY
G.I.S., AERIAL PHOTOGRAPHY AND FIELD
MEASUREMENTS.
1. CONTRACTOR IS RESPONSIBLE FOR
COORDINATION OF ALL TRADES AND
SUBCONTRACTORS. CONTRACTOR IS ALSO
RESPONSIBLE FOR FIELD VERIFYING
DIMENSIONS, ELEVATIONS, AND LOCATIONS OF
ALL EXISTING CONDITIONS AND UTILITIES.
2. CONTRACTOR SHALL COMPLY WITH ALL
APPLICABLE SOIL EROSION AND
SEDIMENTATION CONTROL REQUIREMENTS.
3. CONTRACTOR SHALL COMPLY WITH ALL
APPLICABLE OSHA, NCDOT AND SAFETY
REQUIREMENTS.
4. CONTRACTOR IS RESPONSIBLE FOR
REPAIRING ALL CONSTRUCTION DAMAGE
EXPEDITIOUSLY AND AT NO ADDITIONAL COST
TO THE OWNER.
5. DESIGN IS FOR A CHURCH WITH A DESIGN
FLOW OF <1000 GPD.
6. PROPERLY REMOVE AND DISPOSE OF TANKS,
SAND FILTER, MEDIA AND PIPING OR WITH
ENGINEER'S APPROVAL, TANKS MY BE
PUMPED CLEANED, BROADCAST WITH LIME
AND CRUSHED IN PLACE.
LEGEND
SD
SS
SS
FM
ADJACENT BOUNDARY
PROPERTY LINE
DITCH/CREEK
FENCE
RIGHT OF WAY
EX. CONTOURS - INDEX
EX. CONTOURS - INTERMEDIATE
PROP. CONTOUR - INDEX
PROP. CONTOUR - INTERMEDIATE
EXISTING OVERHEAD POWER
EXISTING STORM DRAIN
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
PROPOSED FOCEMAIN
PROPOSED MANHOLE
REVISIONS
NO.
DATE
DESCRIPTION
2
12/06/19
PER CITY OF DURHAM
3
04/29/20
PER ENGINEER
PROJECT MANAGER:
GSM
PROJECT ENGINEER:
GSM
DRAWN BY:
JDH
CHECKED BY:
GSM
DATE:
OCTOBER 7, 2019
0069
LICENSE
No. C-1039
MacCONNELL
& Associates, P. C.
501 CASCADE POINTE LANE, SUITE 103
CARY, NORTH CAROLINA 27513
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
FIRST PENTECOSTAL
CHURCH OF DURHAM
SEWER CONNECTION
DURHAM COUNTY, NC
EXISTING
CONDITIONS
PROJECT NUMBER DRAWING NUMBER
A63202.00 C-101
COPYRIGHT © 2019
A63201.00 — FIRST PENTECOSTAL CHURCH OF DURHAM — SEWER CONNECTION
A63201.00 - FIRST PENTECOSTAL CHURCH OF DURHAM - SEWER CONNECTION

Proposed sewer connection
Z:\T-Drive (Projects)\Library\2018\A63202.00 - First Pentecostal Church of Durham - Sewer Connection\Drawings\A63202.00 - Base.dwg Jul 08, 2020 10:33am
50' STREAM BUFFER
100' STREAM BUFFER
7
.—
EX. SS S.S•
15.56
SS
SS
02 \ 77 64,
N82 3
APPROXIMATE
LOCATION OF EX.
SANITARY SFWFR
UNNAMED TRIBUTARY TO
ELERBEE CREEK
REMOVE EXISTING F.E.S AND ADD
CONCRETE CAP OVER NEW PIPE TO
PREVENT EROSION. REINSTALL F.E.S.
EWER MANHOLE
R'h ' 340.23
EX. INV IN: 329.90
EX. INV IN: 329.85
EX. INV OUT: 329.83
PROPOSED FORCEMAIN AND GRAVITY SEWER PLAN
1 "=20'
ELEVATION
345.0
i
4
CONNECT NEW 6 .PVC
TO EXISTING 6" PVC N
FROM BUILDING
NEW PUMP\ STATION
NEW 2" SCH. 40
PVC FORCE MAIN
22.5° BEND
N
4'x10' BORE PIT FOR N
DIRECTIONAL DRILL N
0
0
PROVIDE MECHANICAL COUPLING
AND RESTRAINED BENDS FOR
PVC/HDPE CONNECTION (45° BEND) N'
\'
•
4'x10' BORE PIT
FOR DIRECTIONAL
DRILL
350.0
/
>.i(
G�sEMEN-
SE
s�p ,02
�
_ 8 SS
. 24" CONCRETE PIPE
I INV OUT: 332.64
CONNECT TO EXISTING MH BY
BORING AND BOOTING
NEW INV. IN: 330.50
r
2+00
Z
N
N
i
N
/
/
i' /
I
EXISTING
PARKING LOT
L
18" CONCRETE PIPE
N (ORIGIN UNKNOWN)
INV OUT: 335.68
N \
N
DIRECTIONAL DRILL 4" HDPE HDD
--- UNDER CREEK. SLEEVE 2" HDPE SDR N
11 FORCE MAIN THROUGH THE 4" .
PROVIDE MIN. 3' SEPARATION BELOW
CREEK BED.
45° BEND
TRANSITION FROM 2" HDPE TO 6" PVC
FOR +10' PRIOR TO MANHOLE.
PROVIDE 2"X6" REDUCER iNND
MECHANICAL COUPLING FOR CONNECTION. \
NN
AT PROPERTY LINE
INV. IN: 331.50'
INV. OUT: 330.50
UNNAMED TRIBUTARY
TO ELERBEE CREEK
8" D.I.P. SANITARY
SEWER GRAVITY LINE
EXISTING
BUILDING
50' STREAM BUFFER
345.0
340.0
STATION
RIM: 340.23'
340.0
NEW INV IN: 330.50'
INV. IN: 329.90'
INV. IN: 329.85'
INV. OUT: 329.83'
EXISTING GROUND
NEW MANHOLE AT
F.E.S. OF 24" RCP
STORM DRAIN
PROPERTY LINE
COMPACTED
INV. IN: 331.50
INV. OUT: 331.00
BACKFILL
PVC PRIOR TO
I
\
ENTERING MANHOLE
I
gir
.
all
Ad
riwitirisiiiii..wa,.,,
,„.___
_
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PROVIDE A CONCRETE CAP OVER
• >
NEW PIPE TO PREVENT EROSION
c.)
FROM EXISTING
STORM DRAIN
PROPOSED 2" SCH.
320.0
320.0
PROVIDE MECHANICAL COUPLING
\
AND TRANSITION FROM PVC TO
HDPE FOR DIRECTIONAL DRILL
\
UNDER CREEK.
317.0
CREEK
STATION
2 PROPOSED FORCEMAIN AND GRAVITY SEWER PROFILE
C-103
100' STREAM BUFFER
10 20
40
60
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
JULY 8, 2020
NOTES
1. SEE SHEET C-1 01 FOR GENERAL NOTES.
2. D.I.P. STAINLESS STEEL TO BE FACTORY
LINED WITH PROTECTO 401 OR APPROVED
EQUAL.
3. THE RECEIVING MANHOLE AND THE NEXT 2
DOWNSTREAM MANHOLES SHALL HAVE A
SULFIDE —RESISTANT, EPDXY COATING PER
SECTION 4.7 OF THE CITY OF DURHAM
DEPARTMENT OF WATER MANAGEMENT
STANDARDS.
LEGEND
SD
SS
SS
FM
OHL
ADJACENT BOUNDARY
PROPERTY LINE
DITCH/CREEK
FENCE
RIGHT OF WAY
EX. CONTOURS - INDEX
EX. CONTOURS - INTERMEDIATE
PROP. CONTOUR - INDEX
PROP. CONTOUR - INTERMEDIATE
EXISTING OVERHEAD POWER
EXISTING STORM DRAIN
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
PROPOSED FOCEMAIN
PROPOSED MANHOLE
NO.
2
3
DATE
10/16/19
12/06/19
04/29/20
REVISIONS
DESCRIPTION
PER CITY OF DURHAM
PER CITY OF DURHAM
PER ENGINEER
PROJECT MANAGER:
GSM
PROJECT ENGINEER:
GSM
DRAWN BY:
JDH
CHECKED BY:
GSM
DATE:
sElm-
17069
MacCONNELL
& Associates, P. C.
501 CASCADE POINTE LANE, SUITE 103
CARY, NORTH CAROLINA 27513
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
FIRST PENTECOSTAL
CHURCH OF DURHAM
SEWER CONNECTION
DURHAM COUNTY, NC
HYDRAULIC PROFILE OF
PROPOSED FORCEMAIN
PROJECT NUMBER
A63202.00
DRAWING NUMBER
C-103
COPYRIGHT © 2019
A63201.00 — FIRST PENTECOSTAL CHURCH OF DURHAM — SEWER CONNECTION
A63201.00 — FIRST PENTECOSTAL CHURCH OF DURHAM — SEWER CONNECTION

Z:\T-Drive (Projects)\Library\2018\A63202.00 - First Pentecostal Church of Durham - Sewer Connection\Drawings\A63202.00 - Detail.dwg Jul 08, 2020 10:33am
Details Provided by APPIAN Consulting Engineers - www.appionengineers.com
EASEMENT
( NON TRAFFIC AREAS }---( TRAFFIC AREAS
SEE 31 23 17 TABLE FOR
MINIMUM COMPACTION LIMITS
v*v'
4'4,4, 4,
W W
i 4, W ,V 4.
W W
W W Y N
4,.Y W 4,
4' 4' W W 4,
W W ▪ W W V W W W
- Tfl"ITT=TII=�fTI- - -f ST=it(-
111.11111,111 ;IIIIIIII
COMMON EARTH
BACKFILL IN 12" LIFTSII-
OUTSIDE OF STREET '-1I
• R/W (TABLE 4 OF 11=
0 31 23 17) "1
12" OF (SELECT)
INITIAL EARTH -
a BACKFILL
- (6" LIFTS MAX)
w
LU
fn
n
TOP OF PIPE
2"-3"
STONE BACKFILL
2"-3" ABOVE TOP OF
PIPE (TRAFFIC &
NON -TRAFFIC AREAS)
HAUNCHING TO
SPRINGLINE
3"-6" TYPICAL
OR 6" IF ROCK
IS ENCOUNTERED
(NOTES 2 & 3)
UNDISTURBED SOIL
NOTES:
1. Foundation stone shall be required when soil conditions are unsuitable.
2. An additional 1 inch depth of bedding material will be required for
each additional 2 feet of trench depth in excess of 16 feet up to a
maximum of 12 inches.
3. See specifications 31 23 17 section 3.12 bedding requirements as
bedding depth relates to pipe material.
4. See Detail C01.01 where trench rock is encountered for required
clearances. Increase depth at bottom relates to bury. (Note 2 above)
y y
W W W W
W
4, W W 4, 4,
J y W
4,
+.r
-111-111
-III-III-III=1_.
I=1 I I=111=I 11-111-I I
d I mit7 i 11 11 I-111Enitm I- it"-
Illlillll11111111111111111- 1"-
R/W (TABLE 4 OF 31 23
17) OR EXCAVATABLE
FLOWABLE FILL (SEE 31
23 17, SECTION 2,1)
12" OF (SELECT) INITIAL
EARTH BACKFILL
(6" LIFTS MAX)
TOP OF PIPE
N
I-
SEE 31 23 17 W
TABLE FOR MINIMUM
N COMPACTION LIMITS
N
NN
°
�° ° N
\ < _ -
L 4
N
w
COMMON EARTH BACKFILL c�
IN 6" LIFTS IN STREET 1
1-o
N
c0
M
N
•-CLEAN COARSE
AGGREGATE No. 57
FOR BEDDING,
HAUNCHING, &
BACKFILL (TRAFFIC
AND NON -TRAFFIC
AREAS)
• DEPTH VARIES
SEE NOTE 1
FOUNDATION STONE IF
REQUIRED (SEE ALSO
DETAIL C01.02)
DURHAM
1 8 6 9
CITY OF MEDICINE
* ***
Dept. of Water Management
1600 Mist Lake Dr.
Durham, N.C. 27704
City of Durham, NC
USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov
Voice [phone]
SANITARY SEWER LINE TRENCH NotToScale 27311I.01
(TRAFFIC AND NON -TRAFFIC AREAS)
REVISION DATE:
Feb., 2017
SHEET #:
1 of 1
Details Provided by APPIAN Consulting Engineers - www.appianengineers.com
0
N
FIELD and WOODS APPLICATION
MANHOLES LOCATED IN THE FLOODPLAIN
SHALL HAVE WATERTIGHT IRON CASTINGS.
OTHERWISE MANHOLE HDPE INSERTS MAY
BE USED PER CITY APPROVAL (SEE
PRE -APPROVED PRODUCT LIST)
SEE DETAIL C06.01 FOR
MANHOLE RING AND COVER
GRADE ADJUSTMENT.
tsAki
FLEX -SEAL SEALANT ON INTERIOR
ADJUSTMENT RING AREA
USE AN APPROVED has
BUTYL RUBBER (MASTIC)
SEALANT APPLIED TO TOP
OF CONE SECTION
'.771-111II-III
USE ECCENTRIC CONE
PRECAST MANHOLE (MEET
REQUIREMENTS OF ASTM.
C478, AASHTO M-199)
SLOPE OF CHANNEL
THRU MANHOLE = 0.10'
FALL UNLESS SHOWN
OTHERWISE ON PLANS.
SEE DETAIL 732.01 FOR
INVERT & BOOT DETAIL
USE 5' DIA. MANHOLE
W/6" MINIMUM EXTENDED
BASE WHEN MANHOLE
DEPTH EXCEEDS 18'.
CONCRETE INVERT AND PIPE
ENTRY PER DETAIL 732.01
MANHOLE COVER & RING
CASTING. SEE DETAIL C05.02
AND APPROVED MATERIAL
LIST FOR MANUFACTURER
AND PART #'S
CONCRETE COLLAR AROUND
MANHOLE CASTING TO SECURE
TO MANHOLE TOP (SIZE VARIES)
3' 0" MIN. FROM TOP OF
COVER TO GRADE
(NOTES 10 & 11) OF
DETAIL 732.20
1-III=
AI PCr� >h
1°5°01
ior.rovi
•
a
SEE SPECS SECTION 31 23 17,
PARAGRAPH 3.12.B FOR
FOUNDATION IMPROVEMENT
WHEN NEEDED
ill
, I III
elittkeri
+17
SEAL INSIDE Sc OUTSIDE OF
ALL JOINTS WITH HYDRAULIC
CEMENT
ALL JOINTS TO BE T&G A
AND WILL HAVE MASTIC
SEALER.
REINFORCING PER
PRECAST MANUFACTURER
TO MEET ASTM C-478
EXTERNAL JOINT WRAP
ON ALL BURIED JOINTS
PER DETAIL 732.11
PRECAST OPENING OR CORE &
BOOT REQUIRED FOR ALL PIPES.
SEE PLANS FOR PIPE SIZES. SEE
DETAIL 732.01
SET MANHOLE ON 12"
NO. 57 STONE
SEE DETAIL 732.20 FOR PRECAST
CONCRETE SEWER MANHOLE NOTES
DURHAM
1 8 6 9
CITY OF MEDICINE
****
Dept. of Water Management
1600 Mist Lake Dr.
Durham, N.C. 27704
City of Durham, NC
USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov
Voice [phone]
STANDARD ECCENTRIC CONE
PRECAST MANHOLE DETAIL
SCALE:
Not To Scale
DETAIL #
2 732.02
REVISION DATE:
Feb., 2017
SHEET #:
2 of 2
Details Provided by APPIAN Consulting Engineers - www.appionengineers.com
PLAN A
FIELD
FORMED
INVERT
PART
MANUFACTURER MODEL
SLEEVE BOOTS
KOR-N-SEAL or PSX
FLEXIBLE RUBBER BOOT ASTM
C923 W/STAINLESS STEEL
COMPRESSION BAND AND CLAMPS.
SEE DETAIL 732,01
PLACE COMPACTED No. 57
STONE AROUND ALL BOOTS
USE 5' DIA. MANHOLE W/6"
MINIMUM EXTENDED BASE WHEN
MANHOLE DEPTH EXCEEDS 18'.
9
4
#57 STONE
AROUND BOOT
DENOTES FLOW 1
SECTION A -A
A
PLAN B
SEE NOTE 6
PIPE
PLAN D
PLACE GROUT AROUND
ALL OPENINGS
BENCH.
MIN. 4% SLOPE
DURHAM
1 8 6 9
CITY OF MEDICINE
****
Dept. of Water Management
1600 Mist Lake Dr.
Durham, N.C. 27704
City of Durham, NC
USE WITH THE STANDARD SPECIFICATIONS ONLY
Voice [phone]
www.durhamnc.gov
TYPICAL SEWER INVERT
SCHEMATIC FOR MANHOLES
SCALE:
Not To Scale
DETAIL #
2732.01
REVISION DATE:
Feb., 2017
SHEET #:
1 of 2
Details Provided by APPIAN Consulting Engineers - www.oppianengineers.com
VARIES, SEE NOTE
PRIOR TO SETTING THE IRON CASTING,
AND AFTER LAYING TRACER WIRE
ACROSS TOP OF THE PRECAST CONE
SECTION, PLACE A BUTYL SEALANT
SUCH AS RAM-NEK ALONG THE TOP
OF THE CONE AND WIRE.
,N-
NO. 12 GA. SOLID GREEN
INSULATED COPPER
TRACER WIRE, TYP.
STD. INDUSTRIAL CRIMP
(SIMILAR METAL), TYP
FLOW
SEWER MAIN
WRAP TRACER WIRE AROUND
CIRCUMFERENCE OF MANHOLE AND SPLICE
TO TRACER WIRE FOR DOWNSTREAM SEWER MAIN
NOTES:
FIBERGLASS GREEN MANHOLE
MARKER - LABELED "SEWER
MANHOLE", SEE NOTE 2 &
DETAIL 739.01
I I II I III I I-1:'
II1Ff IF. -I
1 1
SEE NOTE 2
SEWER
SADDLE TAP
SEWER MAIN
\\P
SEE OTHER DETAILS FOR
MANHOLE INSTALLATION
REQUIREMENTS
SEWER
LATERAL
The tracer wire shall be continuous to the greatest extent possible. For gravity
main installations less than 8 feet in depth, the tracer wire shall be laid flat
and securely affixed to the top of the pipe with zip ties at 10-foot intervals .
For pipe installations deeper than 8 feet, the tracer shall be installed at a depth
of 7 to 8 feet. The tracer wire shall be protected from damage during the
execution of the work. No breaks or cuts in the tracer wire shall be permitted.
See detail 732.13.
2. Manhole markers shall be placed adjacent to manholes at the discretion of the Town
Representative.
3. In non -neutral pH soils, the City Engineer may require the addition of passive
cathodic protection (sacrificial magnesium or zinc anodes) or cathodic shielding
(coatings). The need of cathodic protection shall be determined by the Town Engineer.
4. Where the tracer wire needs be spliced, use connectors designed for use with
tracer lines and direct bury such as Copperhead Industries "SnakeBite" connector.
This type of connector eliminates the need to cut the main tracer line.
DURHAM
1 8 6 9
CITY OF MEDICINE
****
*
Dept. of Water Management
1600 Mist Lake Dr.
Durham, N.C. 27704
City of Durham, NC
USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov
Voice [phone]
TRACER WIRE and MARKER POST
PLACEMENT at MANHOLES
SCALE:
Not To Scale
DETAIL #
2732.12
REVISION DATE:
Feb., 2017
SHEET #:
1 of 1
Details Provided by APPIAN Consulting Engineers - www.appianengineers.com
SEE DETAIL 732.20 FOR PRECAST
CONCRETE SEWER MANHOLE NOTES
NOTES:
1. Concrete shelf should be no lower than the pipe spring line elevation at manhole wall.
2. Radius of invert must have enough room to be able to insert air plugs and TV
equipment.
3. Concrete strength to be 4,000 PSI minimum.
4. Concrete formed invert shall be precast wherever possible. Moorbases are permitted.
5. All new laterals into manholes must be core drilled and installed with a flexible
rubber boot.
6. Flexible sleeve boots cast in place or installed with stainless steel expander rings as
manufactured by Kor-N-Seal or PSX shall be used for pipe connections. Boots shall
be secured to pipe using (2) stainless steel bands.
7. Flow shall not be allowed to restrict other lines. Influent lines shall not enter manholes
at less than 90' from effluent line unless otherwise approved by City Engineer. Pipe
connections to Manhole shall be in accordance with NPCA recommendations.
DURHAM
1 8 6 9
CITY OF MEDICINE
****
*
Dept. of Water Management
1600 Mist Lake Dr.
Durham, N.C. 27704
City of Durham, NC
USE WITH THE STANDARD SPECIFICATIONS ONLY
Voice [phone]
www.durhamnc.gov
STANDARD ECCENTRIC CONE
PRECAST MANHOLE DETAIL
SCALE:
Not To Scale
REVISION DATE:
Feb., 2017
DETAIL #
2732.01
SHEET #:
2 of 2
Details Provided by APPIAN Consulting Engineers - www.appianengineers.com
NOTES:
1. All precast concrete manholes shall conform to the latest revision of ASTM C478.
2. Concrete shall be 4000 psi at 28 days minimum.
3. Steel reinforcement shall be grade 60 billet steel conforming to the latest revision
of ASTM A185 for wall reinforcement, and the latest revision of ASTM A615 for
the base reinforcement.
4. Standard joints shall be sealed with putty type plastic cement per Fed. Spec. SS
C153 or an 0-ring type joint conforming to the latest revision of ASTM C443.
5. Manhole inlets and outlets shall be cast in place flexible rubber sleeve and boots
with stainless steel expanding rings per the latest revision of ASTM C923.
6. Inverts to be constructed of precast concrete or brick with a concrete bench
(Detail 732.02).
7. The maximum separation between invert in and invert out within a manhole is
0.50 feet. When the separation is greater than 0.50 feet a drop manhole must
be used. The minimum allowable distance between the outside drop and the
invert in is 2.5 feet.
8. Manholes greater than 18 feet in depth shall have an inside diameter of 5'-0".
For sanitary sewer mains greater than eighteen inches (1 8") in diameter,
manholes shall be a minimum of 5'-0" in diameter. Dual DIP's are required
when the depth exceeds 18 feet. Encasement of these pipes may be required.
9. Rim elevations shall be at grade in streets & parking lots.
10. Rim elevations along outfalls shall be a minimum of 3' above existing ground
elevation. If the outfall is located within the flood plain, rim elevations shall be
2' above the 100-year flood elevation (While still maintaining the 3' above the
existing ground elevation minimum requirement). The 100-year flood elevation
shall be noted on the construction drawings.
11. Flat top manholes shall be used when the height from the ground to the top of
the manhole exceeds 4 feet.
12. All services shall tie into the manhole at the bench.
13. Manholes located in the floodplain shall have watertight iron castings.
14. Pipes entering MH will be grouted inside and out.
15. See detail 732.01 for typical invert shaping.
16. Service laterals into existing manholes to be core drilled and booted.
17. For watertight applications, place butyl rubber between frame and cone.
18. All banded connections shall be double banded. For pipe connections 12" and
larger, 2 sets of bands shall be required.
19. Lubricate the following: Pipe exterior, boot interior, boot exterior, S.S. bands (Top
& bottom)
20. Place manhole opening over the effluent line.
21. When vents are permitted, vent every 3rd manhole, not exceeding 1,000 LF
between vents. Vents shall be placed a minimum of 24" above the 100 Yr. BFE.
See detail 732.10.
22. Outfall manholes regardless of manhole top elevation, shall be vented only when
sealed manholes are required.
23. Buoyancy calculations required for manholes & pipes located in floodplain areas.
DURHAM
1 8 6 9
CITY OF MEDICINE
****
Dept. of Water Management
1600 Mist Lake Dr.
Durham, N.C. 27704
City of Durham, NC
USE WITH THE STANDARD SPECIFICATIONS ONLY
PRECAST CONCRETE
SANITARY SEWER MANHOLE NOTES
Voice [phone]
www.durhamnc.gov
SCALE:
Not To Scale
REVISION DATE
Feb., 2017
DETAIL #
2 732.20
SHEET #:
1 of 1
NOTES
1. SEE C-101 FOR GENERAL NOTES.
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
J U LY 8, 2020
REVISIONS
NO.
DATE
DESCRIPTION
PROJECT MANAGER:
GSM
PROJECT ENGINEER:
JPH
DRAWN BY:
JDH
CHECKED BY:
GSM
DATE:
OCTOBER 7, 2019
,,,,111111
17069 i
• .E►yG INS:• tr
-. 1y .....• 00 .t
LICENSE
No. C-1039
MacCONNELL
& Associates, P. C.
501 CASCADE POINTE LANE, SUITE 103
CARY, NORTH CAROLINA 27513
P. O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
FIRST PENTECOSTAL
CHURCH OF DURHAM
SEWER CONNECTION
DURHAM COUNTY, NC
DETAILS - 1 OF 3
PROJECT NUMBER
A63202.00
DRAWING NUMBER
D-101
COPYRIGHT © 2019
A63202.00 — FIRST PENTECOSTAL CHURCH OF DURHAM — SEWER CONNECTION
A63202.00 - FIRST PENTECOSTAL CHURCH OF DURHAM - SEWER CONNECTION

Z:\T-Drive (Projects)\Library\2018\A63202.00 - First Pentecostal Church of Durham - Sewer Connection\Drawings\A63202.00 - Detail.dwg Jul 08, 2020 10:34am
Details Provided by APPIAN Consulting Engineers - www.oppianengineers.com
REMOVE EX. CAP CUT EX.
PVC AS REQUIRED TO
INSTALL COUPLING
BRASS PLUG
CONCRETE COLLAR
(18"x18"x4")
CAST IRON SOIL PIPE
(LENGTH VARIES)
CUT EX. PVC RISER & INSTALL
PVC TO DIP COUPLING
EX. SCH 40 PVC RISER PIPE
SEE DETAIL 733.01 OR 733.03
FOR CONTINUATION TO SAN. l \
SEWER MAIN / MANHOLE
REMOVE EX PVC CAP,
INSTALL COUPLING, AND
CONTINUE WITH SAN. SEWER
SERVICE AS REQUIRED
EX. SCH 40 PVC PIPE
SEE DETAIL 733.01 OR 733.03
FOR CONTINUATION TOWARDS
SAN. SEWER MAIN / MANHOLE
CLEAN OUT DETAIL
INSTALLED BY PLUMBER
/ �; N I ICI �IIII`
r I 1
Z
0
�1 \
\
\\ ,
,`Ire
tf/
.BPSetitf
NOTES:
1. The full length of the service trench shall be compacted in 6" layers with mechanical
tamp.
2. Solvent cement for pvc pipe and fittings to be ASTM D-2564.
3. PVC wye, bend, lateral, & clean -out assembly must be bedded in #57 stone. Bedding and
handling of service pipe must comply with Class B bedding (See bedding detail for gravity
mains.)
4. All fittings to be the same size as the existing wye.
DURHAM
1 8 6 9
CITY OF MEDICINE
****
Dept. of Water Management
1600 Mist Lake Dr.
Durham, N.C. 27704
City of Durham, NC
USE WITH THE STANDARD SPECIFICATIONS ONLY WWW.durhamnc.gov
Voice [phone]
CLEAN OUT DETAIL
(INSTALLED BY PLUMBER)
SCALE:
Not To Scale
DETAIL #
2733.02
REVISION DATE:
Feb., 2017
SHEET #:
1 of 2
Details Provided by APPIAN Consulting Engineers - www.oppionengineers.com
I
MANHOLE WALL --I
GROUT
FORMED
INVERT
TOP OF BENCH,
SEE NOTE 3
#57 STONE
AROUND BOOT
PRO. RUBBER BOOT,
SEE NOTE 7
LATERAL CONNECTION
•/ fi
•
F. Y �`� ` TOP OF BENCH, 1 .1 11
1 •
SEE NOTE 3 .
PRO.
LATERAL,
SEE NOTES
6, 7, & 8. 1\
SEE STD. \
DETAILS 1'
733.01 & I '
733.02 FOR I ,
STUB OUT.
\ t--
r.
/
•
LATERAL PIPE �qT
F,p
q<'
FLOW
6" MIN.
SEE NOTE 1
8
•
\. \
LATERAL ' \ \ SEWER MAIN
ANGLE GREATER
THAN OR EQUAL
TO 90'
SF R A,
PRO. RUBBER BOOT,
SEE NOTE 7
PROPOSED FORMED
INLET SEE NOTE 5
EXISTING FORMED INLET
MANHOLE (SHOWN
FLOW
ISOMETRIC VIEW
CUT -AWAY FOR CLARITY)
0
z
cc
PLAN VIEW
NOTES:
1. The minimum spacing from the edge of a core for a lateral to the edge
next core shall be 6 inches.
2. Sewer lateral shall not enter a manhole at an angle less than 90' to the
pipe.
3. All laterals to be installed at the top of the bench.
4. Provide brick or concrete for invert.
5. Inverts to be built from lateral to effluent pipe.
6. The maximum number of laterals for any one manhole is five
7. All new laterals into manholes must be core drilled and installed
rubber boot.
(5).
with
FLOW
of the
effluent
a flexible
DURHAM
1-
1869
CITY OF MEOICINE
****
Dept. of Water Management
1600 Mist Lake Dr.
Durham, N.C. 27704
City of Durham, NC
USE WITH THE STANDARD SPECIFICATIONS ONLY
Voice [phone]
www.durhamnc.gov
SANITARY SEWER LATERAL
AT MANHOLES
SCALE:
Not To Scale
DETAIL #
2 733.03
REVISION DATE:
Feb., 2017
SHEET #:
1 of 1
-LcR1
TOP EL.
±341.50'
INV. IN EL.: 338.0' 86' PVC
LAG/ALARM: 337.83
N
N
PUMP ON: 335.21
PUMP OFF: 335.00
BOTTOM ELEV:
333.5'
PROVIDE A MIN. 6"x6"
COLLAR (3CF) OF MIN.
2,500 PSI CONCRETE
BALLAST
2" PVC VENT WITH
CARBON FILTER BY
ODORHOG AND SS
SCREEN OR EQUAL
PVC BALL VALVE
(TYP)
2" SCH. 80 PVC
DISCHARGE
2"X3" REDUCER
BALL CHECK VALVE
1 1/4"
STAINLESS STEEL
RAILS
2" SCH80
PVC PIPE
AND PIPE
FITTINGS
2 SEWAGE PUMP STATION DETAIL
1b Lilt§
Pumps
�3E3E3E3E3E3E3E3E3E3
KKK
FIBERGLASS COVER SHOWN
1 1/4"
STAINLESS STEEL
RAILS
11
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
J U LY 8, 2020
UPPER PIPE
GUIDE BRACKET
LSG202M SERIES
GRINDER PUMPS
3.90
NOTES:
1. DUPLEX PUMPS SHALL BE PRG SERIES MODEL 102A GRINDER PUMP BY LIBERTY PUMPS.
2. CONTROL PANEL SHALL BE MODEL AE24L=3 NEMA 4X BY LIBERTY PUMPS.
3. PROVIDE MANUAL TRANSFER SWITCH AND PLUG FOR PORTABLE GENERATOR TO BE ON SITE.
4. NO JUNCTION BOX SHALL BE INSTALLED IN WETWELL; HARD -WIRE TO PANEL.
5. TOP OF PIPE SHALL BE ±12" FROM TOP OF WETWELL IN ORDER TO ACCESS VALVE.
6.. ALL PIPE INTERIOR TO WET WELL SHALL BE SCH. 80 PVC. BURIED PIPE SHALL BE SCH. 40 PVC.
7. WET WELL TO BE PROVIDED BY LIBERTY PUMP OR TOPP INDUSTRIES, INC.
D-102 NTS
NOTES
1. SEE SHEETS C-101 AND D-101 FOR NOTES.
REVISIONS
NO.
DATE
DESCRIPTION
PROJECT MANAGER:
GSM
PROJECT ENGINEER:
JPH
DRAWN BY:
LHB
CHECKED BY:
GSM
DATE:
OCTOBER 7, 2019
'11,,lilI
•Y
SUM' •
17069 ��•'1r y
•
H� /h/ /o
LICENSE
No. C-1039
MacCON ELL
& Associates, P. C.
501 CASCADE POINTE LANE, SUITE 103
CARY, NORTH CAROLINA 27513
P. O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
FIRST PENTECOSTAL
CHURCH OF DURHAM
SEWER CONNECTION
DURHAM COUNTY, NC
DETAILS - 2 OF 3
PROJECT NUMBER
A63202.00
DRAWING NUMBER
D-102
COPYRIGHT © 2019
A63202.00 — FIRST PENTECOSTAL CHURCH OF DURHAM — SEWER CONNECTION
A63202.00 - FIRST PENTECOSTAL CHURCH OF DURHAM - SEWER CONNECTION

Z:\T-Drive (Projects)\Library\2018\A63202.00 - First Pentecostal Church of Durham - Sewer Connection\Drawings\A63202.00 - Detail.dwg Jul 08, 2020 10:34am
1-00
1-01
1-02
1-03
1-04
1-05
1-06
1-07
1-08
1-09
1-10
1-11
1-12
1-13
1-14
1-15
1-16
1-17
1-18
1-19
1-20
1-21
1-22
1-23
1-24
1-25
1-26
1-27
1-28
1-29
1-30
1-31
1-32
1-33
1-34
1-35
1-36
1-37
1-38
1-39
rNFEED POWER C
L/AIAAII Li II
❑ 4
TB1 TB1
1
CB106
l 10A
0
■
■I i. I
:+r�
INFEED POWER P,
GND L2/N L 1 128I2ee/2411 VAC EMI II
I I
I I
I I
TB1 TB1 TB1
aAQAT DAMN
1 03
2 20A 4
CB104
cncurr BREAKER
1 °3
2 20A 4
CB108
El ix ❑N
COMM
POMP
PC113
FLOAT CONNECTIONS
L
CR116
PB122
30 04
AN AMA
8
12
TB1
LFLT139J
Wo-B
STOP
13
TB1
14
TM
F LT139AJ
-0o-B
LEAD
15
TB1
16
TM
F LT139BJ
Wo-B
All
17
TM
LFLT139CJ
Woo-B
(OPTIIOONAL)
19
TM
A11131
1E2
O Gli
TB1 TBS
AUX ALARM
(OUT)
2 DEMAND DUPLEX CONTROL PANEL
CAUTION:
HANDLE WITH CARE
Do NOT drop
Do NOT impact
Do NOT roll
Do NOT wrap cable or
chain around basin
Compacted sub -base
minimum 12" or 6" when used
with concrete hold-down pad
30° maximum
I
t
" Z 4 4 4 A.A.4 4 4 4 4 S
4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4`
. . . . . . . . . . . . .
Lr Lr L. L. L. L. L. Lr Lr L. L. L. L. L. Li
Adjacent structure, foundation,
footing, or property line
111t11lI_ lIl_IlIl-
\
45° ,
minimum \
In the absence of building codes or regulations, \
maintain a minimum distance of 5 feet plus a
slope of 45° from the bottom of the compacted
sub -base to the bottom of the adjacent structure's
foundation, footing, or property line.
Pea Gravel Crushed Rock
BACKFILL MATERIAL REQUIREMENTS
1
Lifting cable or chain
Spreader bar
Finish grade
•
Optional lifting lugs
Slope and size of excavation as per OSHA
and engineer's specification. In the absence
of these, consider condition of soil, depth of
excavation, and safety considerations.
Basin anti -flotation flange
Compacted sub -base and/or concrete
slab as per engineer's specification.
— 12" minimum backfill compacted to a minimum soil
modulus of 700 lbs per sq ft
Finish grade
f r F P P F F F F F ° F
4,4,4,4,4,4,4,4,4,4,4,4,4,4,
r r r r r r r r r r r r F
4 4 4 4 4 4 4 4 4 4 4 4 4
Fiberglass basin as required
per engineer's specification
Backfill material
Concrete grout as required
per engineer's specification
NOTE: The intent of these installation instructions and illustrations is to
ensure that damage or premature failure to the basin will not occur. These
installation instructions and illustrations are NOT intended to preclude normal
safety procedures which should be followed to prevent injury to personnel.
SAFE INSTALLATION PROCEDURES SHALL BE ENTIRELY THE RESPONSIBILITY
OF THE INSTALLER.
FIBER GLASS WET WELL DETAIL
D-103 NTS
CR116 116
2
6118
CR116
CR118
1 118
6118
CR118
POWER RELAY
M2 1-03,1-04
NC
POKER RELAY
1-87,1-BB
AUDIBLE ALARM
PUMP 1
— 1
I
-J
PUMP 2
— 1
I
-J
1-40
1-41
1 -42
1-43
1 -44
1-45
1 -46
1 -47
1 -48
1 -49
1-50
1-51
1 - 52
1-53
1 - 54
1-55
1 - 56
1 - 57
1-58
1 - 59
1-60
1-61
1-62
1-63
1-64
1-65
1-66
1-67
1-68
1-69
1-70
1-71
1-72
1-73
1-74
1-75
1-76
1-77
1-78
1-79
TORIVE 1-3 TO:
13.3-15.9 IN -LB
TOME 4-21 TO:
5.3-7.1 IN -LB
TB1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
NOTE:
INFEED POWER P
120/208/240VAC
PUMP
n
PUMP 1
I
J
PUMP 2
STOP
FLT139
J
F LT139A
W - B I
FLT139B
J
F LT139C
W - o—° I
J
LEAD
HIGH
ALARM
LAG
(OPTIONAL)
AUXILIARY
ALARM (OUT)
INFEED POWER C
120dAC
CONTROL/ALARM
CAUTION: THE USE OF A PRESSURE
SITCH OR WIDE ANGLE FLOAT IN LIEU OF
START AND STOP SWITCH NOT ALLOWED.
NOTES:
1. FIELD WIRING IS SHOWN
2. TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140° F. (60° C.).
3. FIELD WIRING WILL ACCEPT COPPER CONDUCTORS ONLY.
4. CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND.
5. THE USE OF SEPARATE POWER SOURCES FOR PUMP AND ALARM ARE RECOMMENDED.
6. OVERLOAD PROTECTION, MAIN DISCONNECT AND OVER CURRENT PROTECTION OF INCOMING FEEDER CIRCUIT
PROVIDED BY OTHERS AND MUST BE SIZED ACCORDING TO THE PUMP/MOTOR MANUFACTURER SPECIFICATIONS.
1. NEW PANEL IS REQUIRED, USE PANEL BY LIBERTY MODEL AE24L=3 OR ENGINEER
APPROVED EQUAL.
ELECTRICAL SPECIFICATIONS
1. CONTROL PANEL(S) WILL BE APPROXIMATELY 10" X 10" X 6" HIGH AND A NEMA 4X, UL RATED ENCLOSURE. PANEL(S) SHALL
BE SUPPLIED BY THE CONTRACTOR.
2. PANEL(S) SHALL BE MOUNTED, BY THE ELECTRICIAN WITHIN 10' OF THE TANK UNITS AND 48" — 60" OFF THE FINISHED
GRADE TO THE BOTTOM OF THE ENCLOSURE.
3. THE ELECTRICIAN SHALL MAKE THE INTERNAL PANEL CONNECTIONS OF THE PUMP AND CONTROL CORDS. CONTROL PANELS
WILL CONTAIN A WIRING SCHEMATIC IDENTIFYING ALL TERMINAL CONNECTIONS. THE SYSTEM INSTALLER WILL BUNDLE AND
MARK EACH CORD WITH THE APPROPRIATE IDENTIFICATION AND SECURE IN THE ACCESS RISER AT THE PUMP POINT.
4. THE DUPLEX DEMAND DOSE CONTROL PANEL REQUIRES DEDICATED CIRCUITS OF 20 AMPS, 115 VOLTS, SINGLE PHASE
SUPPLIED FOR THE PUMP.
5. THE CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS SUPPLIED FOR THE ALARM/CONTROL SIDE OF
THE PANEL.
6. A MINIMUM CONDUIT SIZE OF 11 " SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICIAN AS A CONNECTION BETWEEN
THE CONTROL PANEL AND THEIR RESPECTIVE TERMINATION POINTS ON THE BUILDING.
7. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED TO PREVENT GASES AND MOISTURE
FROM ENTERING THE CONTROL PANEL. DO NOT USE PERMANENT SILICONE OR EXPANDABLE FOAM PRODUCTS.
8. ALL PUMP AND FLOAT CONTROL CORDS WILL BE SUPPLIED WITH EITHER 30' OR 50' LEADS. THIS WILL HELP KEEP SPLICES
TO A MINIMUM AND SHOULD BE AVOIDED IF AT ALL POSSIBLE. IF A SPLICE MUST BE USED, IT MUST BE MADE ABOVE
GRADE IN A PLASTIC NEMA 4X JUNCTION BOX.
9. ALARMS SHALL BE AUDIBLE AND VISUAL. PROVIDE OMNI BEACON WITH DIALER.
10. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE.
11. PROVIDE DISCONNECT PER N.C.B.C.
12. ALL ELECTRICAL INSTALLATION SHALL BE PER N.C.B.C.
13. PROVIDE MANUAL TRANSFER SWITCH AND PLUG FOR PORTABLE EMERGENCY GENERATOR. PROVIDE DISCONNECT PER NCBC
AND NEC.
14. PANEL SHALL BE TIMED DOSE CONTROL PANEL BY SJE RHOMBUS OR ENGINEER APPROVED EQUAL.
15. PROVIDE METER BASE AND SERVICE TO PANEL PER N.E.C. MEET ALL FEDERAL, STATE AND LOCAL BUILDING CODES.
D-103 NTS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
J U LY 8, 2020
NOTES
1. SEE SHEETS C-101 AND D-101 FOR NOTES.
REVISIONS
NO.
DATE
DESCRIPTION
PROJECT MANAGER:
GSM
PROJECT ENGINEER:
JPH
DRAWN BY:
LHB
CHECKED BY:
GSM
DATE:
OCTOBER 7, 2019
%%%%%till•
SEAL- •
17069 E
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LICENSE
No. C-1039
MacCONN ELL
& Associates, P. C.
501 CASCADE POINTE LANE, SUITE 103
CARY, NORTH CAROLINA 27513
P. O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
FIRST PENTECOSTAL
CHURCH OF DURHAM
SEWER CONNECTION
DURHAM COUNTY, NC
DETAILS - 3 OF 3
PROJECT NUMBER
A63202.00
DRAWING NUMBER
D-103
COPYRIGHT © 2019
A63202.00 — FIRST PENTECOSTAL CHURCH OF DURHAM — SEWER CONNECTION
A63202.00 — FIRST PENTECOSTAL CHURCH OF DURHAM — SEWER CONNECTION