WQ0018992_Engineering Plans (Confidential)_20230512

Up
VURUK!
WICK REGION
WATER
OWNER
BRUNSWICK REGIONAL WATER & SEWER H2GO
P.O. BOX 2230
LELAND, NC 28451
910-371-9949
SURVEYOR
Firm License
P-2248
ENGINEER
COASTALGEOMATICS
LAND SURVEYING • MAPPING • PLANNING
Physical Address: 5041-3 Main Street, Shallotte, NC 28470
Mailing Address: Post Office Box 1560, Shallotte, NC 28459
Telephone: [phone] — www.coostalgeomctics.com
East Coast ngineering, P.C.
ENGINEERS • PLANNERS *CONSULTANTS
4918 Main Street
Post Office Box 2469
Shallotte, North Carolina 28459
Phone: [phone]
Fax: [phone]
Firm License Number C-4785
AL
& SEWER (112G(D)
PRESSURE SEWER EXPANSION
FOR
CROFT POINTE
LELAND, NORTH CAROLINA
APRIL 2023
VICINITY MAP
NOT TO SCALE
PROJECT SCOPE:
1. INSTALLING PRESSURE SEWER SYSTEM IN CROFT POINT SUBDIVISION
INDEX OF SHEETS
C0.0 COVER SHEET
C1.0 PRESSURE SEWER GENERAL NOTES
C2.0 OVERALL PRESSURE SEWER PLAN
C3.0 PRESSURE SEWER PLAN AND PROFILE (STA: 0+00 TO 5+00)
C4.0 PRESSURE SEWER PLAN AND PROFILE (STA: 5+00 TO 9+17)
C5.0 PRESSURE SEWER DETAILS
Digitally signed \.\`�I H WAL,
R
11
by JohnChristian Russell = 35 54
Date:2023.04.14 Ot.:.�� ;
'08:52:40 -05'00
- SEAL
35054
4-14-2023
(c 2023 This drawing shall not be reproduced in whole or is part without writ(en permission of East Coast Engineering, P.C. ECE PROJECT NO, 4700.13

LEGEND
Revisions
GENERAL PRESSURE SEWER NOTES
1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH THE WORK RELATED TO THIS PROJECT AND FOR
COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES
INCLUDING BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSH).
2. PIPE SHALL BE LAID IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND THE PROJECT DRAWINGS AND TECHNICAL
SPECIFICATIONS. SHOULD A DISCREPANCY EXIST BETWEEN THE MANUFACTURERS RECOMMENDATIONS AND THE PROJECT DRAWINGS
AND TECHNICAL SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL CONTROL.
3. ALL MATERIALS SHALL BE IN COMPLIANCE WITH THE PROJECT TECHNICAL SPECIFICATIONS.
4. TRENCH SHALL BE DUG WHEN LAYING PIPE AND ENDS PLUGGED WHEN LAYING IS DISCONTINUED. ANY WATER FROM THE EXCAVATION
SHALL BE DISPOSED OF IN SUCH A MANNER THAT THE NATURAL DRAINAGE OF THE AREA SHALL NOT BE DISTURBED.
5. TRENCH BACKFILL IS TO BE FREE OF STONES AND ANY FOREIGN MATERIAL, AND SHALL BE PLACED IN SIX (6) INCH LAYERS COMPACTED
IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
6. DETECTABLE TERRA TAPE D IS TO BE INSTALLED APPROXIMATELY 18" BELOW FINISHED GRADE AND DIRECTLY OVER ALL PIPE. 12
GAUGE STRANDED OR BRAIDED COPPER WIRE SHALL BE AFFIXED TO ALL PVC AND PE PIPE AND TIED OFF ON VALVE AND HYDRANT
LEGS.
7. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES (HORIZONTAL & VERTICAL) PRIOR TO DIGGING,
WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. UNDERGROUND UTILITY LOCATIONS, IF SHOWN ON THE PLANS, ARE BASED UPON
THE BEST AVAILABLE INFORMATION AND SHOULD BE CONSIDERED ONLY AS APPROXIMATE.
8. WATER LINES AND SEWER LINES SHALL BE INSTALLED AT LOCATIONS AS SHOWN ON THE PROJECT DRAWINGS UNLESS OTHERWISE
APPROVED BY THE TOWN AND THE ENGINEER IN ADVANCE OF INSTALLATION.
9. THE MINIMUM DEPTH OF BURY SHALL BE THREE (3) FEET FROM THE TOP OF PIPE UNLESS OTHERWISE NOTED ON THE PLANS.
10. ALL FITTINGS INCLUDING REDUCERS SHALL BE BLOCKED AS SPECIFIED AND AS SHOWN ON THE DETAILS AND WITHIN THE PROJECT
TECHNICAL SPECIFICATIONS.
11. ABSOLUTELY NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY BEYOND ANY AREA WHICH EASEMENTS ARE TO BE PROVIDED
BY THE OWNER AND DEDICATED TO BRUNSWICK REGIONAL WATER & SEWER H2GO.
12. CONCRETE THRUST BLOCKING SHALL NOT OBSTRUCT WEEP HOLES ON ANY FIRE HYDRANT ASSEMBLY, STEEL CASING PIPE, OR BOLTS
ON ANY FITTINGS.
13. WATER IN EXCESS OF THAT REQUIRED TO PRESSURE TEST, FLUSH, CHLORINATE AND REFLUSH MORE THAN ALLOWED BY THE
TECHNICAL SPECIFICATIONS SHALL BE PAID FOR BY THE CONTRACTOR. EXCESS QUANTITIES SHALL BE ESTIMATED BY THE ENGINEER.
14. THE WORK SHALL BE ARRANGED IN A MANNER THAT WILL CAUSE MINIMUM DISTURBANCE TO VEHICULAR AND PEDESTRIAN TRAFFIC.
ADEQUATE INGRESS AND EGRESS TO BOTH PRIVATE AND PUBLIC PROPERTY SHALL BE PROVIDED BY THE CONTRACTOR DURING ALL
STAGES OF CONSTRUCTION. WITHOUT WRITTEN APPROVAL FROM BRUNSWICK REGIONAL WATER & SEWER H2GO, OR UTILITY
COMPANY, EXISTING SERVICES SHALL NOT BE INTERRUPTED BY THE CONSTRUCTION WORK. ANY PAVED AREAS UTILIZING OPEN -CUT
AND PATCH SHALL BE REPAIRED THE SAME DAY AS CONSTRUCTION OCCURS. ABSOLUTELY NO OPEN TRENCHES SHALL BE LEFT
OVERNIGHT.
15. THE CONTRACTOR SHALL CONTACT BRUNSWICK REGIONAL WATER & SEWER H2GO UTILITIES DEPARTMENT AND THE ENGINEER A
MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
16. THE CONTRACTOR SHALL KEEP THE ENGINEER INFORMED RELATIVE TO THE PROGRESS OF THE CONSTRUCTION. THE ENGINEER SHALL
OBSERVE CONSTRUCTION ACTIVITIES AS REQUIRED BY NORTH CAROLINA GENERAL STATUTES 130A - 317. FAILURE OF THE
CONTRACTOR TO KEEP THE ENGINEER INFORMED MAY REQUIRE UNCOVERING OF WORK TO VERIFY COMPLIANCE WITH PLANS AND
SPECIFICATIONS. ANY COST ASSOCIATED WITH UNCOVERING WORK AND/OR VERIFYING COMPLIANCE SHALL BE BORNE BY THE
CONTRACTOR.
17. UTILITY TRENCHES WITHIN THE ROADWAY SHALL BE BACKFILLED WITH A MINIMUM CBR 15 MATERIAL.
18. CONTRACTOR MUST MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER LINES AND PRESSURE SEWER LINES UNLESS THE 18"
VERTICAL SEPARATION BETWEEN WATER LINE OVER PRESSURE SEWER LINE HAS BEEN MET. THE CONTRACTOR SHALL MAINTAIN A
MINIMUM OF 24" VERTICAL SEPARATION BETWEEN SEWER LINES AND STORM DRAINAGE PIPES.
19. ALL GRINDER PUMP STATIONS AND PRESSURE SEWER LINES/SEWER FORCE MAINS SHALL BE A MINIMUM OF 50' FROM ALL WETLAND
AREAS, AND MIN. 10' FROM ANY PONDS. IF THE MINIMUM OF 50' SEPARATION BETWEEN WETLAND AREAS AND PRESSURE
SEWERLINE/SEWER FORCE MAIN CANNOT BE MET THEN ALL PRESSURE SEWER LINES/SEWER FORCE MAINS WITHIN THE MINIMUM 50'
SEPARATION SHALL BE INSTALLED AND TESTED TO MEET WATERMAIN STANDARDS. SEE TECHNICAL SPECIFICATIONS FOR WATER
MAIN TESTING STANDARDS.
20. SIMPLEX GRINDER PUMP STATIONS SHALL HAVE A WATER TIGHT SEAL TOP UNLESS THE TOP OF EACH STATION IS AT OR ABOVE A
MINIMUM ELEVATION OF T ABOVE THE 100-YEAR BASE FLOOD ELEVATION. THE VENT PIPE FOR EACH OF THESE STATIONS SHALL BE
EXTENDED TO AND THE BASE OF EACH CORRESPONDING CONTROL PANEL SHALL BE SET AT A MINIMUM ELEVATION OF T ABOVE THE
100-YEAR BASE FLOOD ELEVATION.
21. ALL WATER MAINS SHALL BE CONSTRUCTED OF PVC PIPING EXCEPT WHEN DIP, HDPE, OR FUSIBLE PVC MAINS ARE REQUIRED AND
SHALL BE DR-18 MINIMUM.
22. FOUR (4) INCH THROUGH TWELVE (12) INCH PVC MAINS SHALL BE AWWA C900 CLASS 150 (DR-18) AND SHALL BEAR THE SEAL OF THE NSF.
JOINTS SHALL CONFORM TO ASTM D3139 OR ASTM D3212.
23. 36" MIN. COVER SHALL BE PROVIDED OVER ALL PROPOSED WATER MAINS.
24. 36" MIN. COVER SHALL BE PROVIDED OVER PROPOSED WATER SERVICE LINES LOCATED UNDER TRAFFIC AREAS. 24" TYP. COVER SHALL
BE PROVIDED OVER PROPOSED WATER SERVICE LINES LOCATED OUTSIDE OF TRAFFIC AREAS.
SEEDING SCHEDULES
PERMANENT SEEDING SCHEDULE
ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER WITHIN 21 CALENDAR DAYS. THE CONTRACTOR
MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT THE CONTRACTOR CONSULT A SPECIALIST
WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS.
1. CULTIVATE AREA TO A DEPTH OF 5".
2. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
3. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
4. SOW GRASS SEEDS AT THE FOLLOWING RATES:
TYPE RATE PER ACRE
4.1. COMMON BERMUDA GRASS (UNHULLED) 20 LBS.
4.2. COMMON BERMUDA GRASS (HULLED) 12 LBS.
4.3. PENSACOLA BAHIA GRASS 50 LBS.
4.4. KOREAN LESPEDEZA 25 LBS
4.5. TALL FESCUE 30 LBS.
5. E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
AS THE PROJECT AREA IS BEING OPENED UP AND THE EROSION CONTROL MEASURES INSTALLED, THE CONTRACTOR SHALL START A
REGULAR MAINTENANCE SCHEDULE AS OUTLINED IN THE MAINTENANCE PLAN.
TEMPORARY SEEDING SCHEDULE
THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT THE CONTRACTOR
CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS.
WINTER AND EARLY SPRING
TYPE RATE (lb/acre)
RYE (GRAIN) 120
ANNUAL LESPEDEZA 50
KOBE IN PIEDMONT AND COASTAL PLAIN FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00 LB/ACRE GROUND AGRICULTURE
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
SUMMER
TYPE RATE (lb/acre)
GERMAN MILLET 40
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00 LB/ACRE GROUND AGRICULTURE LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER
FALL
TYPE RATE (lb/acre)
GERMAN MILLET 120
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00 LB/ACRE GROUND AGRICULTURE LIMESTONE AND 1000 LB/ACRE 10-10-10
FERTILIZER
MULCH WITH STRAW AT THE RATE OF 4000 LB/ACRE.
THE CONTRACTOR SHALL START A REGULAR MAINTENANCE SCHEDULE AS OUTLINED IN THE MAINTENANCE PLAN.
LABEL
EXISTING
DESCRIPTION
PROPOSED
SYMBOL
SYMBOL
RBF
0
REBAR FOUND
RBS
O
5/8" REBAR SET
NINE
-
MAG NAIL
FOUND
CMF
CONCRETE
MON. FOUND
NCGS
®
GEODETIC
MONUMENT
MNS
MAG NAIL SET
EIP
O
IRON PIPE
PP
O
POWER POLE
OHE
OVERHEAD
ELECTRIC
AU
LIGHT POLE
WE
X
WETLAND
FLAG
TP
TELEPHONE
PEDESTAL
TV
TV
CABLE
PEDESTAL
EB
EB
ELECTRICAL
PEDESTAL
X23.5
SPOT
0.00
ELEVATION
CONTOUR
-
FENCE
J
WOODSLINE
EP
EDGE OF
-EP _
PAVEMENT
R/W
-R/V-
RIGHT OF WAY
W
W ^ -
WATER LINE
-W
HYD
FIRE HYDRANT
WV
WATER VALVE
N
WM
WATER METER
AIR
O
AIR RELEASE
VALVE
RED
REDUCER
FM
--FM -
FORCE MAIN
FM
PS
__P S- -
PRESSURE
PS
SEWER
SSCO
CLEANOUT
I
GS
GRAVITY
-IS -
SEWER
SSMH
SEWER
MANHOLE
RCP
REINFORCED
CONC. PIPE
CPP
CORRUGATED
PLASTIC PIPE
CORRUGATED
CMP
METAL PIPE
DT
DITCH
- - -) -
SW
SWALE
- - -)-
LIMITS OF
LC
CONSTRUCTION
- SF -
SF
SILT FENCE
- SF -
TREE
TP
PROTECTION
- TP -
CONSTRUCTION
CE
ENTRANCE
SEDIMENT
rm1
TST
TRAP
\ /
RCD
ROCK CHECK
DAM
UTILITY PROVIDERS
NATURAL GAS: N/A
TELEPHONE: FOCUS 910-754-4311
CABLE TELEVISION: FOCUS 910-754-4311
ELECTRIC: BEMC 910-754-4391
CALL 811 BEFORE YOU DIG
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Date: 4-12-23
Scale: NOT TO SCALE
Drawn By: MGB
Checked By: JCR
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
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O 2023 This drawing shall not be reproduced in whole or in part without written permission of Fast Coast Engineering, P.C. ECE PROJECT NO. 4700.13

/ EDWARD & BIRGIT ARB
/ DEED BOOK 2289, PAGE 818
/ \
� MAP CABINET 21, PAGE 52
/ < EXISTING TAX PARCEL #048MA007
Revisions
BASE MAP NOTES:
1. SURVEY INFORMATION PROVIDED BY COASTAL GEOMATICS LAND SURVEYING.
2. ADJOINING DEED REFERENCES BASED ON CURRENT INFORMATION FOUND IN THE BRUNSWICK
COUNTY TAX OFFICE.
3. ACCORDING TO CURRENT FEMA FLOOD MAP # 3720310600K, THIS PARCEL APPEARS TO BE
LOCATED IN THE FOLLOWING ZONE: SEE MAP
4. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS COVENANTS RESTRICTIONS
/ I SEPTIC FIELD 10237 CROFT POINTE ROAD SE ���■��■��■��■��rlllii u�ulii ■ri♦ii / LOT 7
RIGHT-OF-WAYS OF RECORD, GOVERNMENTAL ORDINANCES AND/OR REQUIREMENTS WHICH I \ ' / EXISTING ♦i
'
MAY LIMIT THE USE OF THIS PROPERTY; WHETHER SHOWN OR NOT SHOWN ON THIS SURVEY 1 � � HOUSE/ � �i♦
MAP.
TOP PIPE @ SEPT C TANK < ♦i
5. CONTOUR ARE ONE FOOT INTERVALS. ' �13.26 ♦'�j�
6.
7.
8.
9.
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EL EV IN W T O S ERE OBINED FROM NT C RLIMEA T E N ETWK AKIA D REA N NAV B SED 0 D 88
/PROPOSED 2" PRESSURE SEWER
END -LINE CLEANOUT /
PROPOSED PRESSURE
SEWER SERVICE (TYP.)
1 ♦�� o i l
EXISTING SEPTIC SYSTEMS LOCATIONS TAKING FROM SEPTIC PERMITS PROVIDED BY I \is I \ \� , -- 1��,,
BRUNSWICK COUNTY HEALTH DEPARTMENT AND ARE APPROXIMATE LOCATIONS. 4,,
HOUSE LOCATIONS TAKING FROM FROM BRUNSWICK COUNTY GIS AND TAX CARD RECORDS FORREST WILLIAMS
AND ARE APPROXIMATE LOCATIONS. I DEED BOOK 2289, PAGE 818
MAP CABINET 211, PAGE 52 EXISTING / 1
RIGHT OF WAY LINES SHOWN ARE BASED ON EXISTING MONUMENTATION AND RECORDED / f♦% HOUSE /
_ \
MAPS AND ARE APPROXIMATE. ♦ TAX PARCEL #648MA007 10237 CROFT POINIL ROAD SE
IVAN G. THOMAS LOT / / ° ° ♦�����■„■
DEED BOOK 2228, PAGE 370 ! \ / / < ♦��Ii�♦�
/ MAP CABINET 19, PAGE 395 \ �iilii�i •
TAX PARCEL #048MA006
10245 CROFT POINTE ROAD SE ''♦ / ��� \ 1,�♦�
LOT 5 / / 'A�■'v♦ l Iii♦ii
75t JENNIFER NOMIDES ■���%♦,
/ ■ s DEED BOOK 4020, PAGE 1358
/ ; /� /JAMES & LINDA DINSICK < y / / MAP CABINET 21, PAGE 52 ♦%♦ 1
DEED BOOK 3715, PAGE 76 \ TOP PIPE @ SEPTIC TANK \ ♦ _ TAX PARCEL #048MA008
MAP CABINET 21, PAGE 52 EXISTING 10.37 \ oo
# / I - - - _ _ 10236 CROFT POINTE ROAD SE �r
TAX PARCEL 048MA04 HOUSE • x I - - -LOT- 8-
/ 10259 CROFT POINTE ROAD SE \ � PROPOSED 2" SDR 21 PVC 4' / � � � ♦�,
/ LOT 4 / PRESSURE SEWERLINE / / ♦%♦ /\
V ! r
Ilk
TOP PIPE @ SEPTIC 1' I30
q 1, ,
EXISTING
/ HOUSE \ � � � / / / - \ \ � �
EXISTINGAli
HOUSE
�� / i / ♦ ♦�`''%� , , R�P� \�S �� THOMAS & SALLY HALFORD�— —
�r��♦, /\ ♦�`Ii,♦ ♦� �s DEED BOOK 1706, PAGE 1284
♦ ��♦ii � � V/ ) �♦� �1ii♦��(�; \ ��♦� � �\1`��� � � I MAP CABINET 28, PAGE 452
/ ♦'�i���♦%♦�♦i♦ ♦ ♦� �����\/ ♦��1�,♦ ��■����■��■�� �6kI I I TAX PARCEL #048M_A009PIPF#♦ 10240 CROFT POINTE RD SE9.63 °° LOT 9R
EXISTING BRETT & GRETCHEN COLBYPHILLIP & HEIDI GUYER 7♦
TI
HOUSE
DEED BOOK 2865, PAGE 627
DEED BOOK 1216, PAGE 1229 TOP Pli SEPTIC TANK i ,ti
/ MAP CABINET 21, PAGE 52 / \ \ \ �� I MAP CABINET 28, PAGE 452
♦ 10.72 ♦ ♦ \ / / TAX PARCEL #048MA010
TAX PARCEL 048MA03 ♦�, \ 10298 CROFT POINTE ROAD SE I
10265 CROFT POINTE ROAD, � � I
LELAND, NC 28451 ♦♦'♦� \VA i LOT 10R
LOT
���'♦, EXISTING
♦, SEPTIC FIELD
APPROXIMATE LOCATION OF EXISTING
2 - IN LINE PRESSURE SEWER CLEANOUT ������ �� / / WATERLINE CONTRACTOR SHALL FIELD VERIFY EXISTING
1 - 2" GATE VALVE AND BOX / , ACTUAL LOCATION PRIOR TO CONSTRUCTION HOUSE I
TOP PIPE @ SEPTIC TANK
17.05
CROFT POINT HOMEOWNERS oEa KENNETH & JAEQUELINE JOHNSON
ASSOCIATION, INC. SX'P "X DEED BOOK 1345, PAGE 1038 I
DEED BOOK 2048, PAGE 1191 \ , I 'TMAP CABINET 21, PAGE 52 I J I
MAP CABINET 21, PAGE 52 s h �I TAX PARCEL #048MA011 I
TAX PARCEL #048MA00101 \ 10250 CROFT POINTE ROAD SE I I I
/ "PARK AREA" I LOT 11
/ I I
I I
PROPOSED 2" SDR 21 PVC
PRESSURE SEWERLINE EXISTING
PROPOSED PRESSURE SEPTIC FIEL
� SEWER SERVICE (TYP.) I
/ITT
00\ I
/ I - HT �a RI _SE-
�OF—WAY WIDTH VARIES _� R/W — w
/ / I PROPOSED PRESSURE / '
SEWER SERVICE (TYP.) 0 1/ - j/ 00+'z — — — _ -
— —
BRUNSWICK PLACE OLD FAYETTEVILLE!ROAD / / e 18
DEED BOOK 3365, PAGE 1038 / // I EXISTING I / / �^ I° I I / 0+0 EXISTING MANHOLE
/ MAP CABINET 19, PAGE 395 : / SEPTIC FIELD
/ TAX PARCEL #048MA001 MAKE CONNECTION TO R/W
10285 CROFT POINTE ROAD SE EXISTING MANHOLE
LOT 1 / / / (SEE DETAIL)
EXISTING / I x
SEPTIC FIELD
THIS LOT IS ALREADY
0,3 ,� \ I / � I r,4 I I_ TOP PIPFj@ SEPTIC TANK SERVED BY SEWER THIS LOT IS ALREADY
14.14 / I I SERVED BY SEWER
JOSEPH MATTHEWS
/ \ / DEED BOOK 1519, PAGE 936 I
MAP CABINET 28, PAGE 498 I
TAX PARCEL #048KA03901
. . ♦ ♦ 10291 CROFT POINTE ROAD SE
4 ♦\ ■
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MAP CABINET 21, PAGE 52 ♦���■'' ♦�
TAX PAE LL L048MA002 ♦ ♦%��fu■+♦�■♦�
10285 CROFT POINTE ROAD SE ♦� ��
LOT �.------------ - - - - - I
ASHLEY WALLACE I GAVIN R MILLIGAN
DEED BOOK 4247, PAGE 56 DEED BOOK 4406, PAGE 651
MAP CABINET U, PAGE 49 MAP CABINET V, PAGE 300
TAX PARCEL #048KA035 I TAX PARCEL #048KA040
10299 CROFT POINTE ROAD SE I 1082 THISTLE DOWNS SE
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LEGEND
LABEL
SYM.
DESCRIPTION
IPF/IRF
IRON PIPE /ROD FOUND
MNF
A
MAG NAIL FOUND
CATV
®
CABLE TV PEDESTAL
TPED
❑r
TELEPHONE PEDESTAL
IN
OO
IRRIGATION VALVE
EB
R
ELECTRIC BOX
LP
LIGHT POLE
SCO
©
SEWER CLEANOUT
FH
At
FIRE HYDRANT
WM
®
WATER METER
GS
X23.5
SPOT ELEVATION
LSA
LANDSCAPED AREA
R/W
RIGHT OF WAY
0 30' 60'
SCALE: 1" =30'
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Date: 4-12-23
Scale: 1" = 30'
Drawn By: MGB
Checked By: JCR
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
THIS PLAN IS NOT ISSUED FOR
;ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
to A
SEAL
35054 '
4-14-2023
C2.0
© 2023 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering, P.C. ECE PROJECT NO. 4700.13

HOME PUMPING UNIT NOTE.
�\
TOP PIPE ©SEFITIC 14AN� I / \ \
NSWICK PLACE OLD FAYETTEVILLE ROAD
� DEED BOOK 3365, PAGE 1038
/ � /
—26"OAK
/
/
Revisions
JOSEPH MATTHEWS I
PROPOSED PRESSU
I \ SEWER SERVICE(TYPE.)-_�
i
MAP CABINET 19, PAGE 395
////
\�
ANY HOME PUMPING UNIT PLACED INSIDE
DEED BOOK 1519, PAGE 936 I
THE MAP CABINET 28, PAGE 498 I
I
I \ ``
\ \
TAX PARCEL #048MAO01
10285 CROFT POINTE ROAD SE
)\ LSA �` I,
G�
/\ Q
I \ \
LOT 1
I
��
/
TAX PARCEL #048KA03901 I
AE 9.4 SHALL HAVE THE VENT PIPE PLACED AT A 10291 CROFT POINTE ROAD SE
EXISTING \
SEPTIC FIELD
\COAK
10"OAK
I \ ,♦ ,
�`\3
- a CONCRETE
y o -DRIVE
/
MINIMUM ELEVATION OF 11.40 FMSL.
BY DRY �� \ CNCRETEa
3+10 1
20 BY DRY /
— _ BORE
BORE \ ®RIVE
�� /
\��
\ THIS LOT IS ALREADY
\
\ \\ \ e o \
_ —
1 - PROPOSED 2"
900 BEND
I
=
\ SERVED BY SEWER
\
\ \ it \/ �\
/
LSA / I
ASHLEY WALLACE
I
\ `, I ay 18" ROLL
\
` CURB
I
PHILLIP & HEIDI GUYER
DEED BOOK 4247, PAGE 56
MAP CABINET U, PAGE 49
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CThis drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering, P.C.
ECE PROJECT NO. 4700.13

IVAN THOMAS \ \ _
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TANKS � \
\
Revisions
\ ���II�II�II�II�II�II�II�II�II�II�III�II■II�II�II�II�
1 \
JAMES & LINDA DINSICK
DEED BOOK PAGE 76
DEED BOOK 3540, PAGE 511 /
/ MAP CABINET 21, PAGE 52
13.26
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TAX PARCEL 05 I�
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POIN#048TE ROAD
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\ DEED BOOK 2289, PAGE 818
HOUSE 10259 CROFT POINTE ROAD SE
LOT 4
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J, MAP CABINET 21, PAGE 52
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DEED BOOK 2228, PAGE 370
MAP CABINET 19, PAGE 395 /
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END -LINE CLEANOUT
F
Date: 4-12-23
8
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Checked By: JCR
6
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- 35054
SCALE: HORZ: 1 " - 20'' VERT: 1 " - 2'
: �. '. 14-202�3 0
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U 2023 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering, P.C. ECE PROJECT NO. 4700.13

GRINDER PUMP STATIONS FOR SINGLE FAMILY HOMES:
GRINDER PUMP STATION SYSTEMS SHALL INCLUDE A SINGLE-PHASE ZOELLER "SHARK 840"
GRINDER PUMP. PUMP SHALL BE 2 HP, 208/23OV, W/5.5" IMPELLER. OIL COOLED INDUCTION WITH
CAPACITOR START MOTOR, 3450 RPM, 60 HZ, TYPE L NEMA DESIGN, CLASS B INSULATION, 1 1 /4"
NPT DISCHARGE WITH WATER RESISTANT 600 V, 60° C, CSA/UL APPROVED POWER CORD. NO
SPLICES WILL BE ALLOWED IN THE POWER CORD BETWEEN THE PUMP AND CONTROL PANEL.
CONTROLS AND APPURTENANCES SHALL BE SIMPLEX SINGLE-PHASE, 200/23OV, 60HZ CONTROL
PANEL IN NEMA 4X WEATHER -TIGHT, NON -CORROSIVE FIBERGLASS ENCLOSURE WITH HOA
OPERATION ALARM LIGHT (VISIBLE ALARM) AND BELL (AUDIBLE ALARM). THE ALARM SHALL BE
PROVIDED ONA SEPERATE CIRCUIT FROM THE PUMP. PANEL SHALL BE AS MANUFACTORED BY
ZOELLER OR AS SPECIFICALLY APPROVED BY THE ENGINEER.
PUMP CONTROL PANEL MUST BE LABELED
CONTROL PANEL IN NEMA 4X ENCLOSURE WITH THE NAME AND NUMBER OF A 24-HR.
MOUNTED TO SIDE OF BUILDING EMERGENCY CONTACT.
p NEMA 4X JUNCTION BOX REMOTE FROM PUMP STATION AS REQUIRED.
WHEN PUMP LEADS AND/OR FLOAT WIRING CANNOT BE EXTENDED TO
CONTROL PANEL WITHOOUT SPLICING. JUNCTION BOX SHALL BE MOUNTED TO SIDE OF HOUSE OR
ON SUITABLE SUPPORT (4"X4" TREATED POST OR APPROVED EQUAL) ADJACENT TO PUMP STATION.
REGARDLESS OF LOCATION JUNCTION BOX SHALL BE AT LEAST 12" ABOVE GRADE.
STAINLESS STEEL BOLTS,
NUTS, AND WASHERS
(MIN. 6 TOTAL)
FIBERGLASS BASIN STAINLESS STEEL SCREEN
WITH SEALED TOP AND
Z RESTRICTED ACCESS
iv NO SPLICING
T OF WIRES
ALLOWED 00
1.5" SCH. 80 PVC UNION
1.5" SCH. 40 PVC
FROM HOUSE
PLUMBING
CASTING
(FOR USE IN PAVED AREAS)
PAVEMENTS 1112"
4" MI
POURED IN PLACE CONCRETE
COLLAR (3000 PSI MIX)
COMPACTED ABC BASE
UNDER COLLAR
12"
GATE
VALVE
CASTING
(FOR USE IN UNPAVED AREAS)
f 12'
PRECAST CONCRETE
COLLAR (3000 PSI MIX)
VALVE BOX - CENTER BOX
PLUMB OVER VALVE STEM
1 TWITIMIN
NO CONCRETE
BLOCKING MIN. SHALL TOUCH BOLTS
BEARING AREA = 1 OR GLANDS. WRAP
J FT. SO. BOLTS OR GLANDS
M W/PLASTIC
F-
w
U) GATE VALVE AND VALVE BOX
I
T NOT TO SCALE
INSIDE BASIN 1 1/2" SCH. 80 PVC VENT PIPE
60" ' BALL VALVE w/ QUICK
DISCONNECT
REDUNDANT
ALARM
0 FLOAT 12"
CONCRETE FOR
FLOTATION CONTROL 00
(MIN. 16.5 CF) :a1
if 1{J
6"
1.5" DISCHARGE FLANGE
NONCORROSIVE LIFT
CHAIN OF CABLE
1.5" SWING
CHECK VALVE
12"±7 1.5" TO SERVICE LINE
O VALVE BOX
GRINDER PUMP (ZOELLER SHARK 840)
z PUMP STAND BY
PUMP SUPPLIER
CONCRETE FILLET
NOTE:
1. AN EXTRA 10% OF THE TOTAL PUMPS INSTALLED SHOULD BE READILY
ACCESSIBLE TO THE OWNER OR OWNERS AGENT FOR EMERGENCY PURPOSES.
2. PUMP OFF LEVEL IS 12 INCHES FROM BOTTOM OF BASIN, PUMP ON
LEVEL IS 20 INCHES FROM BOTTOM OF BASIN.
3. ALARM LEVEL IS 24' FROM THE BOTTOM OF THE BASIN.
4. A REDUNDANT ALARM FLOAT SHALL BE INCORPORATED INTO
THE BASIN COMPONENTS.
HOUSE PUMPING UNIT DETAIL
NTS SD 2-38
PRESSURE SEWER SERVICE NOTES:
WET TAPPING; SERVICE SADDLES FOR WET TAPPING OF PRESSURE SEWER LINES SHALL BE FORD SERIES FS202, OR APPROVED
EQUAL SADDLE WITH STAINLESS STEEL BAND. OUTLET THREADS SHALL BE IRON PIPE SIZE. VALVING MECHANISM SHALL BE FORD
CORPORATION STOP SERIES F13500, OR APPROVED EQUAL CORPORATION STOP WITH INLET AND OUTLET BEING MALE IRON PIPE
THREADS. CONNECTION BETWEEN THE CORPORATION STOP AND SCH.40 PVC SERVICE LINE SHALL BE ACCOMPLISHED USING A SCH.
40 PVC IRON PIPE THREAD BY SLIP COUPLING. WHERE CONNECTION IS TO BE MADE TO 2" PRESSURE SEWER LINE, SAID CONNECTION
MAY BE MADE BY CUTTING INTO THE LINE AND INSERTING A 2" SCH. 40 TEE IF SAID CONNECTION CAN BE MADE WHILE TAKING
THE LINE OUT OF SERVICE FOR NO MORE THAN 15 MINUTES.
PROXIMITY TO WATER SUPPLY LINES:
WHERE SEWER SERVICES CROSS WATER SUPPLY LINES, THE SEWER SHALL BE INSTALLED A MINIMUM OF 18" BELOW THE WATER LINE.
(CONVERSELY, WHERE WATER SERVICE LINES CROSS SEWER MAINS, HTE WATER LINE SHALL BE INSTALLED A MINIMUM OF 18" ABOVE
THE SEWER MAIN AS NOTED ON THE "WATER DISTRIBUTION SYSTEM DETAIL SHEET.)
SPECIAL NOTE:
THE SERVICE FOR ANY PLATTED LOT SHALL BE INSTALLED AT THE TIME PRESSURE SEWER MAIN SERVING THE LOT IS CONSTRUCTED.
WET TAPPING FOR SERVICES SHALL BE ALLOWED ONLY FOR AREAS WHERE LOTS WERE NOT PLATTED AT THE TIME ADJACENT SEWER
MAINS WERE CONSTRUCTED. WHEN ANY SERVICE TAP IS MADE, THE VALVE BOX, GATE VALVE, AND METER BOX SHALL BE INSTALLED,
AND THE SERVICE LINE SHALL BE CONTINUED AT LEAST TO THE RIGHT-OF-WAY LINE.
1 1/2" BRONZE GATE VALVE
z
A
00
TO COLLECTION FROM MAIN INTO BOX
SYSTEM 1
PLASTIC METER BOXW/
TOP STAMPED "SEWER"
DURTUSS 2" FLOWMATIC
BALL CHECK VALVE,
MODEL 508
NOTE: PIPE AND FITTINGS TO
BE 1 1/2" SCH. 40 PVC UNLESS
OTHERWISE NOTED. SCH. 40
PVC ADAPTERS SHALL BE
PROVIDED AT EACH END OF
VALVES.
SERVICE LINE VALVE BOX
INFLUENT PIP
CORE -BORE EXISTING MANI
LINK SEAL OR KOR-N-SEAL
S.S. STRAPS &
EXPANSION ANC
MANHOLE SEWER CONTRACTOR IS PROVIDING INTERIOR
COATING WHERE FORCE MAINS DISCHARGE
FORCE MAIN CONNECTION TO MANHOLE
NOT TO SCALE
HOUSE
PUMPING
UNIT
INSTALLATION TABLE
GROUND ELEV
BOTTOM OF
TOP OF WETWELL
INV IN
PUMP ON
PUMP OFF
ALARM
VENT ELEV
FLOW
LOT#
DIA [ft]
PUMP TYPE
[ft MSL]
WETWELL [ft MSL]
[ft MSL]
[ft MSL]
[ft MSL]
[ft MSL]
[ft MSL]
[ft MSL]
[gpm]
1(AE 9.4)
9.50
4.75
9.75
7.92
6.42
5.75
7.42
11.4 min
5
ZOELLER 840
17
2 (AE 9.4)
8.00
3.25
8.25
6.42
4.92
4.25
5.92
11.4 min
5
ZOELLER 840
17
3
10.72
5.97
10.97
9.14
7.64
6.97
8.64
11.72
5
ZOELLER 840
17
4 (AE 9.4)
9.60
4.85
9.85
8.02
6.52
5.85
7.52
11.4 min
5
ZOELLER 840
17
5
10.37
5.62
10.62
8.79
7.29
6.62
8.29
11.37
5
ZOELLER 840
17
6 (AE 9.4)
13.50
8.75
13.75
11.92
10.42
9.75
11.42
11.4 min
5
ZOELLER 840
17
7
13.26
8.51
13.51
11.68
10.18
9.51
11.18
14.26
5
ZOELLER 840
17
8 (AE 9.4)
11.50
6.75
11.75
9.92
8.42
7.75
9.42
11.4 min
5
ZOELLER 840
17
9R
14.30
9.55
14.55
12.72
11.22
10.55
12.22
15.30
5
ZOELLER 840
17
1OR
17.05
12.30
17.30
15.47
13.97
13.30
14.97
18.05
5
ZOELLER 840
17
11
15.00
10.25
15.25
13.42
11.92
11.25
12.92
16.00
5
ZOELLER 840
17
Parcel ID
14.14
9.39
14.39
12.56
11.06
10.39
12.06
15.14
5
ZOELLER 840
17
048KA03901
MAGNETIC LOCATOR TAPE
FROM PUMP TO TANK
TOP STAMPED
"SEWER"
1 " TO 2" (TYP.)
MIN. 12" DIA. CONC. OR
CAST IRON BOX (TYP.)
GRAVE
2" SCH. 40 PVC (TYP.)
2" SCH. 40 FIPT X SLIP
PVC ADAPTER
2" BRASS NIPPLE
- SLIP X MIPT SCH. 40 PVC ADAPTER
AND THREADED PVC CAP (TYP.)
- 2" BRONZE GATE VALVE WITH MIPT X
SLIP SCH. 40 PVC ADAPTERS (TYP.)
(o
M.J. TEE TAPPED 2" (TYP.)
NOTES:
1. SLOPE FINISH GRADE TO DRAIN AWAY FROM BOX.
2. WHERE PRESSURE SEWEER IS 3" OR LARGER TEE SHALL BE M.J. WITH 2" TAP.
2" SCH. 40 PVC TEE MAY BE USED FOR 2" PRESSURE SEWER.
3. IN LINE CLEANOUT SHALL BE LOCATED APPROXIMATELY 2' FROM ADJACENT GATE VALVE.
TYPICAL IN -LINE PRESSURE SEWER CLEANOUT DETAIL
ETS SD 2-44
SAW -CI
REPLACE CONCRETE 3" THICKER THAN EXISTING CONCRETE
W-CUT
ATE BASE COURSE
MAXIMUM PAY WIDTH IS 5'
EXISTING CONCRETE REPLACEMENT
SAW CUT
(TYP.)
EXIST.
PAVEMENT
COMPACTED
ABC STONE
NOT TO SCALE
1 z " OR EXISTING THICKNESS
TYPE S9.5B PAVEMENT (NCDOT
NOTE:
MAXIMUM PAY WIDTH IS 5'
ASPHALT OPEN CUT & PATCH
NOT TO SCALE
AS REQUIRED
FGRAVEL
ISTING
I III_„III_„III_„III 911
_„II
COMPACTE
BACK FILL
NOTE:
REPLACE EXISTING GRAVEL WITH EQUAL THIS ITEM TO BE INCLUDED
THICKNESS OF LIKE MATERIAL, 6" MIN. THICKNESS IN THE PRICE BID PER LF OR
SEWERLINE INSTALLATION.
EXISTING GRAVEL REPLACEMENT
NOT TO SCALE
REPLACE MARL 3" THICKER THAN EXISTING MARL
12" AS REQUIRED 12"
EXISTING
MARL
f=_III-1I_I- 1- 1=1I1=1I
COMPACTED
BACK FILL
NOTE:
THIS ITEM TO BE INCLUDED
IN THE PRICE BID PER LF OR
SEWERLINE INSTALLATION.
EXISTING MARL REPLACEMENT
NOT TO SCALE
NOTES:
Revisions
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Date: 4-12-2023
SPRINGLINE
Scale: NOT TO SCALE
Drawn By: MGB
Checked By: JCR
1. BACKFILL TO BE FREE OF ROCKS, FOREIGN MATERIAL, OR FROZEN EARTH.
2. BACKFILL COMPACTED TO:
A - 95% MAXIMUM DRY DENSITY UNDER ROADS, DRIVEWAYS, OR SIDEWALKS
B - DENSITY BEFORE EXCAVATION, OR 90% MAXIMUM DRY DENSITY
WHICH EVER IS LESS, AND IN LOCATIONS NOT COVERED ABOVE.
3. BACKFILL COMPACTED IN MAXIMUM OF 8" LIFTS IN AREA 1 AND MAXIMUM
6" LIFTS IN AREA 2 BY MEANS OF A MECHANICAL TAMPER.
4. AREA 3 SHALL CONSIST OF SAND, GRAVEL, OR NATIVE SOIL WHICH IS FREE
OF ROCKS, FOREIGN MATERIALS, FROZEN EARTH OR ORGANICS. WHERE
NATIVE SOIL IS DETERMINED ADEQUATE BY THE ENGINEER, NO EXCAVATION
BELOW BOTTOM OF PIPE IS REQUIRED.
(ie. AREA 2 WOULD EXTEND TO TRENCH BOTTOM.)
5. REFERENCE TO DENSITY BASED ON STANDARD PROCTOR AS DETERMINED
BY AASHTO T - 99. (ASTM D - 698)
TRENCH BEDDING AND BACKFILL
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
THIS PLAN IS NOT ISSUED FOR
;ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
�M CA �.
- SEAL -
35054 -
4-14-2023
C' 4�
.5
NTS SD 2-42
C5.0
2023 This drawing shall not be reproduced in whale or in part without written permission of East Coast Engineering, P.C. ECE PROJECT NO. 4700.13