WQ0040245_Application_20181016

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Intracoastal Engineeri
n � PLLC
October 16, 2018 '
NCDEQ PERCS unit
Division of Water Quality ��/V-�/D6A/, ,/
1617 Mail Service Center OCT� A 20/8 ���
Raleigh, NC 27604-1170 water
Re: Futch Creek Road Lots #106, #108 permr ��9 Section
PN 2018-003
WQoo4o245
Dear Mr. Hassan,
Please find enclosed(1) Completed ASEA 04-16 form, (1) set of Plans, (1) set of
specifications, (1) set of calculations, and (1) CD of digital files to address the additional
items needed in the October 1st. email.
General Review:
1. Please provide a set of revised,final plans and specifications on digital media (CD
or other format)for our records. Enclosed
Application/FTSE:
1. Please verify downstream sewer information (WQoo23148 - Rock Hill Area
Sewer Improvements) on both the ASEA application (Item V) and the FTSE as it
appears that the existing 8-inch force main that the proposed LPSS is tying into is
not listed in that permit. This has been corrected to W Qoo121o7 od
2. In Item VII.7 on the application, please provide summary of pipe length by
diameter, number of pumps, and pump model to be permitted as the information
is missing. Item VII. i has been completed and enclosed.
Calculations:
1. Please provide hydraulic modeling information/calculations for the proposed low
pressure sewers indicating minimum scouring velocity of 2 feet per second, per
15A NCAC 02T .03o5(j)(1). See calculation sheet showing minimum flow to
provide 2fps (2ogpm), and check showing 3Ogpm exceeds that volume.
2. Please provide downstream flow capacity analysis for the proposed additional
flow, per 15A NCAC 02T .o3o5(b)(2). FTSE form, and analysis was done by Cape
Fear Public Utility Authority. 72Ogpd (1.6cf,/s) will not affect an 8" PVC
Forcernain currently permitted at only 78gpm.Velocity Calculation enclosed.
3. Please provide the following information per 15A NCAC 02T .0305(b):
5725 Oleander Dr.Unit E-7 Wilmington,NC 28403(910)859-8983

a •
1. Buoyancy calculations for the simplex grinder pump
stations. These calculations must verify the ballast shown in
the plan set. Chart in specifications showing recta;ed ballast
F oiurne. Plans and calculation sheet provides dimensions for
required ballast vol time.
2. Calculations for wet well storage above pump on elevation to
provide 24-hour worth of wastewater storage. See Lift
station cross section on Sheet C-3 showing Approximately
360ga lon storage above pump on level (4in below top).
4. All engineering design, calculations/analysis must be signed, sealed, and dated by
a professional engineer, per 15A NCAC 02T .0105(c)(2). Noted
Plans/Specifications:
1. Please provide plan and profile view of the proposed low pressure sewers ,
showing their proximity to other utilities and natural features, per 15A NCAC 02T
.0305(b)(1). The newSheet C-2 provides profiles as requested..
2. Plans must show pump information including pump,top of wet well elevations,
and pump model by lot. These items are included on Sheet(s)C-2, and C .
3. On plan sheet, please provide grinder pump station details to identify the audible
and visual alarms, emergency contact signage, control panel etc., per 15A NCAC
02T .0305(h), as the information appear to be missing. See Control Panel notes
and label on Sheet C-1.
4. Please revise the specifications to include materials to be used, methods of
construction and testing for the low pressure lines, per 15A NCAC 02T
.0305(b)(3) as the information appear to be missing. We have provided Section
02732 the Wastewater Force Mains specification to our specification package.
Part 1. 1.03,General discusses 2°"torc_emain material., Part 3. 3.08 Hydrostatic
Testing discusses the testing of the installation.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Ca4
OFi6
Charles D. Cazier, P.E.

T
State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T.0300—ALTERNATIVE SEWER EXTENSION APPLICATION
ision a Water Resources
ASEA 04-16& SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
I. APPLICANT INFORMATION:
1. Applicant's name: 106/108 Futch Creek HOA (company,municipality,HOA,utility,etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑Privately-Owned Public Utility
❑Federal ❑ State ❑Municipal ❑ County
3. Signature authority's name:David Bullock per I 5 NCAC 021.0106(b)
Title:Registered Agent
4. Applicant's mailing address:211 HL Smith Rd RECEIVE®/DENRIDWR
City:Wilmington State:NC Zip:28411- OCT 2 4 2018
5. Applicant's contact information:
Water Resources
Phone number: [phone] Email Address:[e-mail] Permitting Section
II. PROJECT INFORMATION:
1. Project name: 106/108 Futch Creek Rd.
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project
If a modification,provide the existing permit number:WQ00 and issued date:
If new construction but part of a master plan,provide the existing permit number:WQ00
3. County where project is located: New Hanover
4. Approximate Coordinates(Decimal Degrees):Latitude:34.3049° Longitude:-77.7816°
III. CONSULTANT INFORMATION:
1. Professional Engineer:Charles Cazier/Design Engineer License Number:P-0662
Firm:Intracoastal Engineering,PLLC
Mailing address:5725 Oleander Dr.Unit E-7
City:Wilmington State:NC Zip:28403-
Phone number: [phone] Email Address:Charlie(a,intracoastalengineering.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:James A.Loughlin(NSWWTP) Permit Number:NC0023965
Owner Name:CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):W00012107-mod
System Wide Collection System Permit Number(s):
Owner Name(s):CFPUA
FORM:ASEA 04-16 Page 1 of 5

VII. PRESSURE SEWER DESIGN CRITERIA— 15A-NCAC-02T-.0305:
I, Number of simplex pump stations(STEP tanks/effluent pumps,vacuum pits,etc.)provided:2
2, What is the nearest 100-year flood elevation to the facility?AD feet mean sea level,
Is any of the proposed project located within the 100-year flood plain?Q Yes 11 No
3. If Yes,are the following items provided per I'5A i\C'i)C 02T 0305(e):
Water-tight seals on all station hatches and manholes;and
Control panels vents extend two feet above the 100-year flood plain elevation? 0 Yes Q No EZ N/A
If No,what measures are being taken to protect them against flooding?�..I�y4114 l.91 R1�4a
4. Volume of storage in wet well above pump on elevation: 360 Gallons(include calculations)
5. How power relitability will be provided in accordance with 15A NCAC 02T ,0305(1 )(D):
g Wet well storage provides 24 hours worth of wastewater storage;or
0 Wet well storage provides wastewater storage based on power reliability and response times
i cy; .(tlicy s?trMccJing R liflbi.11►1TBeg!,irclu.L at5...
Provide 3 years of power history date in the area.
Y Provide response time to replace a failed pump. This would include travel time,time to replace pump,etc.
Wet well storage would be based on whichever is greater.
All other pump stations meet the reliability requirements of,J5n NCAC" 02.1. ,0105(i1)LIJ: ❑ Yes 0 No [�N/A
6. Summarize simplex pump station design elements:
Design ElementPlan Sheet Specification
Reference Reference
Emergency Contact Placard or Sticker G 1
Screened Wet Well Vent C-3 9641_16
Restricted Access Details G+?.
Pbe.
Control Panel C-1 Cip,"
High Water Alarms(Audible&Visual) C- lpkelt 22.
Valves(Check,Gate,etc) a-2 Ft7 3
Air Relief Valves 14pr
7. Summarize the pipe length by diameter to be permitted. Lines from a building to the septic or pump tank should be excluded.
(provide attachments if necessary)
—- — --- — -- — -- -- -- — — - - - Pump Model
Zone From Node To Node Diameter(in) Length(feet) #Pumps In Zone Specified for Zone
--- ---- ----- — ---
-�_ 2, 1 Zww kem Ohl F
3 20 41, �a / 4 of
8. Air release valve station locations per 15A NCAC(12'I':0305(1)(provide attachments if necessary)
Air Release Valve# Station Plan Sheet Reference
FORM: ASEA 04-16 Page 3 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been submitted?
0 Yes No EN/A
2. If the Applicant is a Developer of lots to be sold,has a 17tvclo ur's ertationaI Av.reenieui I0 i)(?VJ,been submitted?
[] Yes ONo ►:1 N/A
3. If the Applicant is a Home/Property Owners'Association,has an,)j ritliunrj r1 2•iie "lei I 'OR : 110 - been submitted?
Yes EINo [IN/A
4. Origin of wastewater: (check all that apply):
Residential Owned [] Retail (stores,centers,malls) Q Car Wash
[l Residential Leased © Retail with food preparation/service D Hotel and/or Motels
Q School/preschool/day care 0 Medical/dental/veterinary facilities D Swimming Pool/Clubhouse
0 Food and drink facilities Q Church [l Swimming Pool/Filter Backwash
[i Businesses/offices/factories 0 Nursing Home U Other(Explain in Attachment)
5. Is/was an Environmental Assessment required under 15A NCAC 0I C,? U Yes IN No
If yes,submit the appropriate final environmental document(FONSI,ROD,etc.)
6. Nature of wastewater: 100%Domestic/Commercial %Other waste--specify: _ -
%Industrial (Sec I5A'NrAC_(!2T ,0 I(131211))
7. Wastewater generated by project: 720 GPD(per,15A,NCAC(2j'.0114)
Has a flow reduction been approved under 115A NC'A,C_U2T 11,1LI,)? ®Yes I1 No
If yes,provide a copy of approval
8. Summarize wastewater generated by project:
Establishment Type Daily Design Flow° No.of Units Flow
—
Residential 120 gal/Bedroom 3 360 GPD
Residential 120 gal/Bedroom 3 360 GPD
---- - ------ -- -- - --- --- ---
-- --- -- -gal/---- GPD
-- � gal/ -- - --- GPD
—---- --- - - ------ -- - - -
gal/ GPD
gal/ GPD
Total 720 GPD
a See Ia C-A- L,01 Iillb)R,,0,1001 1t1_(e)(2) for caveats to wastewater design flow rates(i.e., minimum flow per
dwelling; proposed unknown nonresidential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in Q.S.42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified below shall be determined using
available flow data, water using fixtures, occupancy or operation patterns,and other measured data.
FORM: ASEA 04-16 Page 2 of 5

VIII. SETBACKS&SEPARATIONS—(02B.0200 & ISA NCAC 02T.0305(f)):
1. Does the project comply with all separations found in J. A 'NCAC'-02'f.0305(l)&( ) /`r Yes ®No
F 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewer systems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 24 inches
Water mains(vertical-water over sewer includint in benched trenches) 18 incites —-
Water mains(horizontal) 10 feet
—
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet
**Any private or public water supply source, including any wells,WS-1 waters of Class i or
Class II impounded reservoirs used as a source of drinking water 100 feet
**Waters classified WS(except WS-I or WS-V), B,SA,ORW, HOW,or SB from normal
high water(or tide elevation)and wetlands(see item IX.2) _T 50 feet
**Any other stream, lake,impoundment,or ground water lowering and surface drainage
ditches 10 feet
Any building foundation 5 feet
Any basement 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interce.tor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
15A,J�,ifw'AC_t,1,2'I;.I) Q5. contains alternatives where separations in 0.1.,0305(1I cannot be achieved.
F **Strum classifications can be identified using the Division's C aurfl c4 Water-C;litasl icatJmt l m?
F if noncompliance with 02-11.030S(f)sir see Section IX of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) 1:/ Yes ®No ©N/A
F See the Division's draft separation requirements for situations where separation cannot be meet
F No variance is required if the alternative design criteria specified is utilized in design and construction
F As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per,_SA tJ '� 411 []Yes No ►1 N/A
F This would include Trout Buffered Streams per 15,/!,_'hlcjG 2 0292
4. Does the project require coverage/authorization under a 404 Nationwide or El Yes eS No
individual permits or 401 Water Quality Certifications?
F Information can be obtained from the 4DJ fi.-J';illiei I?AN it titgOnim,th
5. Does project comply with 1i5A. N .'-•4`(12'I;,Q 105 c,(.l,)(additional permits/certifications)? Yes [l No
Per l SA 'NC" (121A)I 05(c,)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion and
sedimeptation control plans,stormwater management plans,etc.).
6. Does this project include any sewer collection lines that are deemed `high-priority?"
Per.1.,5,A2.1 (17 02'i`,Q 02, "high-priority sewer" means"any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
D Yes 1/ No
F If yes, include an attachment with details for each line, including type(aerial line,size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit.
FORM:ASEA 04-16 Page 4 of 5

r
IX. CERTIFICATIONS:
I. Does the submitted system comply with 15.E \'CKimt..02I". the Minimuni_l)e.i/n 1 riteria for the Perm ittio,!,_oII'ttni_ Sttili0its
amid Force laiilsilatest %er,ionL and the Gra\in Sewer Minimum Ucsi+gin Cruet is t latest-<<r,ion)as applicable?
O Yes ❑No
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to'submittal of the Fast Tract: Application and supporting
documents.
2. Professional Engineer's Certification:
1. CAIS.Q, _attest that this application for
(Professional Engineer's name from Application Item 111.1.)
._.._119 ,121 <'. '. ,t+°'r�
9 (Facility name from Application Item 11.1.)
has been reviewed by me and is accurate,complete and consistent with the information supplied in the plans, specifications,
engineering calculations,and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with this application package and its instructions, as
well as all applicable regulations and statutes. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.\\\111111 i li/,/,
s.. �_.._ ,,ts.t3.,:�, f t",.... .,._..
North Carolina Professional Engineer's seal,signature,and date: I -: :, . t•SS/f�i� :i" ;,y
I Q3S2bu
000,
3. Applicant's Certification per]5A NCAC 02T.011)6(h):
1, ' i _l lO t OLIO c-! )1IL5I -E-9 Abaii attest that this application for
(Signature Authority's name&title from Application Item 1.3.)
1 ) i r715 FAY-CC-Pr c= .
(Facility name from Application Item 11.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of
wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement action that
may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of
Water Resources should a condition of this permit be violated. 1 also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included,this application
package will be returned to me as incomplete.As the permittee for the pressure sewer system, I understand I will be
required to own,maintain,and operate all individual pump stations.
NOTE - In accordance with General Statutes 143-21.5.6A and ,l 4+-2-I 5_6£3, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: _°°'.P.'
Date: // //
FORM:ASEA 04-16 Page 5 of 5

State of North Carolina
• rtl T Department of Environmental Quality
' x Division of Water Resources
Division of Water f esoirrc es Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: 106/108 Futch Creek HOA
Project Name for which flow is being requested: 106/ 108 Futch Creek Rd
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin(Northside)WWTP
b. WWTP Facility Permit#: NPDES NC 0023965
All flows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 2.586 _
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.000720 ___
g., Total actual and obligated flows to the facility 13.248
h. Percent of permitted flow used 82.8%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm/pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
95 2.251 0.900 0.463 0.435 0.898 0.003
*The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor(p1)not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is<0.
Downstream Facility Name(Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: WQ0012107-MOD
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Matthew Tribett, CFPUA End,. Mgr certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
(4/1„,.'----,-- (e72,„ifq,
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

SITE DATA
-41 INTRACOASTAL
ENGINEERING, PLLC
_ _ — — PARCEL ID: Ro2900-004-o32-000&
....,,..7—_,..
—� \ R02900-004-347-000
EX. 1 s!
3I-IED \ CURRENT ZONING: R-1 5725 Oleander Dr. Unit E-7
Z
5 Wilmington,North Carolina 28403
\ ( Phone: [phone]
PROJECT ADDRESS: 106&108 FUTCH CREEK RD. License Number P-0662
108 FLITCH \ o6 FUTCH I WILMINGTON,NC 28411
CREEK RD. Q GREEK RD. \ I CURRENT OWNER: CREEKSIDE CAPITAL GROUP LLC
I 211 HL SMITH RD
l� WILMINGTON,NC 28411
�.T.� Z
1 ( t
a" I CONTROL PANEL NOTES: a/ Z
r '
1.CONTROL PANEL TO BE PROVIDED A VISUAL&AUDIO HIGH WATER ALARM(SEE PI-I 1
I SPECIFICATIONS). v
I 2 2.CONTROL PANEL TO PROVIDE PLACARD WITH 24 HOUR EMERGENCY CONTACT FTI
I / I I NUMBER. r:4V
n. U
1.
SITE/SURVEY NOTES: 1-� 0 r ,
ALK // \)
L SITE AND SURVEY INFORMATION PROVIDED BY PROPERTY OWNER. I-1
V-1
["'�
II 2.CONTRACTOR TO COORDINATE WITH A LICENSED SURVEYOR PRIOR TO START OF
CONSTRUCTION. Z
LIFT STATION NOTES:
/ II I 1.SITE TO BE GRADED AWAY FROM LIFT STATION 0(1 `�
2.LIFT STATION HATCH TO BE SET A MINIMUM OF 2"BELOW THE FINISHED FLOOR w O W
ELEVATION. 1--1 Z
/ / 3.WET WELL INVERT IN TO BEA MINIMUM OF 2'FROM THE BOTTOM.
j / / I 4.ALL LIFT STATION COMPONENTS TO HAVE CONTROLS IN THE MAIN PANEL.
/ / EXTERNAL DISCONNECT TO PROVIDED AT PANEL
/ PROPOSED RES ENCE / PROPOSED RESIDENCE / I 6.AN ANNUAL INSPECTION OF THE STATION MUST BE PERFORMED BY A THIRD 1-1/ / / 5. PARTY AND SUBMITTED TO CFPUA,IN ACCORDANCE WITH CFPUA ORDINANCE 1--1
CD
/ / 1 I TO ENSURE CONTINUED COMPLIANT OPERATION.
/ / / / I 7.SEE SPECIFICATIONS AND SHEET C-3 FOR COMPLETE LIFT STATION PACKAGE. \\��\�N 1 C'gROi//i,,�
////////// //// (1 / /
// //////////////
I CESS I Ck(•
' CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD SEWER NOTES: � :�Q� -Y��
/
CONTROL PANEL w CONTROL PANEL SEAL —
U • 1. SEWER GUARDS REQUIRED AT ALL MANHOLES.STAINLESS STEEL SEWER
(SEE NOTES) O - 1 ,' (SEE NOTES) GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. - 032555
`� u? B I 2. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND c•-) .•.
Q
1 i
LIFT STATION ,� 1 LIFT STATION TERMINATE AT RIGHT-OF-WAY LINE.SERVICES IN CUL-DE-SACS ARE REQUIRED %'9 1 . ^\�V
I p� p; TO BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT ''/� ." V �A Ityle
(SEE SHEET C-3& (SEE SHEET C-3& , FS`
NOTES ON THIS PAGE) Q 1 Q NOTES ON THIS PAGE) RIGHT-OF-WAY LINE. ii/ /11 l i N 0 •
�v cv \ ( 3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF
(1)4" G.V. CLASS 5o D.I.P.WITH PROTECTO 401 CERAMIC EPDXY LINING. )
VALVE VAULT (1)4°X 2"REDUCER 4. MINIMUM io'UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF
(SEE SHEET C-4) © 1 ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS.
A . NO FLEXIBLE COUPLINGS SHALL BE USED. CLIENT INFORMATION:
— _ 2 .. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
....... k . . — — CLEANOUTS SHALL BE LOCATED A MINIMUM OF 12 FEET FROM ALL PROPERTY Creekside Capital Group LLC
•;�/'� 7. David M.Bullock
—FM _nn " —F'_ ��•��"��� FM — CORNERS.WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE
�� 211 HL Smith RD
�_ --_ _ - - —_ — — _ ��/ & PROPERTY CORNER. \ Wilmington,NC 284119 — _ — —_ _ — — —_ LEGEND \ 910-279-2455
�o _ _ _ _ _ _ 54 PROPERTY LINE
TIE TO EX. FORCEMAIN ADJOINERS
APPROX. L9CATION C \ DRAWN:LOTLINE DRAWN: JAE SHEET SIZE: 11 X 17
OF EX. 8" FORCEMAIN I (SEE DETAIL) EX. STORM DRAIN PIES — — EXISTING EDGE OF PAVEMENT
N FM PROPOSED SEWER FORCE MAIN CHECKED: CDC DATE: 10/16/2018
_ _ _ 54
51 52 — \ APPROVED: CDC SCALE: 1"=30'
FUTCH CREEK RD. PROJECT NUMBER: 2018-003
30' 15' 0' 30' 60'
— — — — — — — — — IIMIIIIIIMEMIIII SHEET NUMBER: 1
Scale: 1"=30' C- 1
SHEET 1 OF 4

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o� � ,��� I I SITE DATA
,4
z z /) ENGINEERING, PLLC
v a W0_ .....z� 1\� o I PARCEL ID: R02900-004-032-000&
0I o N o R02900-004-347-000
IW N r'' I 5725 Oleander Dr. Unit E-7
?A. o x I I I Ly//d a2 I PROJECT ADDRESS: 106&108 FUTCH CREEK RD. Wilmington,North Carolina 28403
a r , I 1WILMINGTON,NC28411 .8983
I I III License Number P-0662
1
I
LVrI�A• '•r NQS- 1
III
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11
45 _ 45 [ - WYE JUNCTION
CLIENT INFORMATION:
4LF 4"DIP SS FORCE MAIN 5OLF 2"SDR-13.5 SS FORCE MAIN Creekside Capital Group LLC
David M.Bullock
1211 HL Smith RD
13LF 2"SDR-13.5 SS FORCE MAIN Wilmington,NC 28411
40 VALVE VAULT(SEE SHEET C-4) 40 910-279-2455
1
-
WYE JUNCTION DRAWN: JAE SHEET SIZE: 11 X 17
I
49LF 2"SDR-13.5 SS FORCE MAIN CHECKED: CDC DATE: 10/16/2018
APPROVED: CDC SCALE: 1"=50'
0-50 0+00 1+00 0-50 0+00 1+00 PROJECT NUMBER: 2018-003
SEWER PROFILE-A SEWER PROFILE-B
SCALE: SCALE: SHEET NUMBER:
-2
VERTICAL: 1"=5' VERTICAL: 1"=5'
HORIZONTAL: 1"=50' HORIZONTAL: 1"=50' SHEET 2 OF 4

INTRACOASTAL
ENGINEERING, PLLC
D
. _A
__ 8 7 6 ( S ; a 1 3 1 2 1 1 5725 Oleander Dr. Unit E-7
11
'J5' ne: sTcr.L CnvER vin+ -- -•----- -- - Wilmington, North Carolina 28403
GI ASPHALT FITUN11ITUS MAW, SIN Pa PVC
° T R1rUK Phone: [phone]
�" .fit)' TJK.ALUMINUM CEIVGR [ '
(SHOWN.- 1 1 ..--..-.DASMN COVER LrCK nm (........„
ter! License Number P-0662
Li.50' MID)'Htr.Rfit.Ans CIlVtk AMASS PAD Lnf:K COTS 01
a
COV{:RS HAVE A RATING f
r1 Dr IDDM PE.K SO,1"1. t o 4 D
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RAIN ,• DIP '8' ��-
-----�_. IAA ,u:rvrlr • 4.ritol DEPTHS 11 G INCH IrN:REME 4 IIP Tn �i Q+ • U
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PUMP UIiPL Ar,ES ArPenr. {',N.t.CIMS
PVC IMLL VALVE 1
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I 4.00 1?�i(£NIPPLn tall%)---- -
Z
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1,R5' 'as _PULYPRCR'SLr.ME DCPTHS PCR NEC AND LOCAL CODES �'
-InD1SCIJARG4:^-'/ LIFTING nIPC INLET PIPE I•t111N6 + r4
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109 I I r�Wv QIP I �� eA CLIENT INFORMATION:
f '
1 1 a[ • �l 'LUV HEAD' 'HUGH HL•AD' 1
Creekside Capital Group LLC
A _ THIS DRAWING IS APPROVED FOR UNCONTROLLED T TITLE _ _ i CAC NO - A
David M.Bullock
THIS PRINT IS AND CONTAINS PROPRIETARY INFORMATION OWNED EXCLUSIVELY DISTRIBUTION 'n i 211 HL Smith RD
BY CRANE PUMPS&SYSTEMS.INC. THIS RESTRICTIONINCLUDES.BUT ISNOT SIMPLEX FLEX HOSE SYSTEM -BRUNSWICK, CO., NC 96046 Wilmington,NC 28411
LIMITED 10 THE CONDITION THAT THIS PRINT WILL ONLY BE USED AS A RECORD AS A RESULT OF BARNES CONSTANT PRODUCT IMPROVEMENT •
910-279-2455
OR TO IDENTIFY OR INSPECT PARTS OR FOR OTHER INFORMATION PURPOSES, PROGRAM.PRODUCT CHANGES MAY OCCUR.AS SUCH,BARNES
AND WILL NOT BE USED TO MANUFACTURE OR PROCURE THE MANUFACTURE OF RESERVES THE RIGHT TO CHANGE PRODUCT WITHOUT PRIOR DWG NO REV HA '
THE PARTS SHOWN IN THIS PRINT BY ANY OTHER SOURCE THAN CRANE PUMPS& WRITTEN NOTIFICATION 14 e i r.7517 t i-}'r v s
SYS 1 F 1AS,INC. ' CD-BRUNSWICK-SFHS A CRANE PUMPS ISSYSTEMS DRAWN: JAE SHEET SIZE: 11 X 17
..—.. £3 _____.� 7 1 6 5 NM1YW.BA ES-PS.COR4 SHEET t OF 1 i _____ _ r CHECKED: CDC DATE: 10/16/2018
} 4 1 _a I P 1 `]
- -. N
APPROVED: CDC SCALE: TS
PROJECT NUMBER: 2018-003
SHEET NUMBER: C-3
SHEET 3 OF

SPECIFICATIONS
FOR
Futch Creek Road #io6, #io8
CAPE FEAR PUBLIC UTILITY AUTHORITY
g41:\.c.ti°4;a-4.-.
SEAL
•
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•• 032555
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/21 511S
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October 15, 2018
INTRACOASTAL ENGINEERING,PLLC
5725 Oleander Dr.
Suite E-7
Wilmington, NC 28403
License No. P-o662
910-859-8983
[e-mail]
PROJECT NO: 2018-003

Tank
YES Tank shall be constructed of High Density Polyethylene or Fiberglass Polyester Resin to withstand
normal exposal to 150 percent of the maximum external soil and hydrostatic pressure.
YEs Tank capacity shall have reserve storage of 360 gallons above the pump on level.
YBS Tank base shall contain a sufficient collar to allow for the required anti-floatation ballast, This may be
constructed so that the collar can be easily installed during installation.
YES 'I'ank top shall contain an aluminum hatch with access door to allow for inspection and maintenance,also
the ability to lock top with a standard padlock for safety.
YES Tank internal discharge piping shall include Shut-off Valve,Check Valve and 11/4 " discharge pipe.
YES Tank shall include a stainless steel 4/way float bracket to hang 3 floats and pump power cord and a 2"
NPT female electrical discharge coupling located at the top side of tank.
Control Panel
YES The control panel shall be a NEMA watertight enclosure with a hinged lockable cover.
Control panel to provide placard inside N1411 24-hour emergency contact nil"mbcr.
YES The panel shall have two 15 amp single pole breakers for separate control and alarm circuits. One two
pole breaker sized to pump full load amps for each pump.
YES Panel to have a Visual Alarm mounted to the top of panel, wired to stay on until wet well drops below
high level float setting. An audio alarm externally mounted with a push-to-silence button.
Alarm to also be engaged due to long run time(greater than 5 minutes)
YES
Motor starter shall be designed for continuous operation and equipped with thermal overloads sized for
normal current load range. SKRITES - OVERLOAU'. ARE CONTAINED WITHIN THE MOTOk ASSEMBLY FOR THE
BARNES MODELS OCP AND OQV SERIES GRINDERS
YES Control system design shall be equipped to operate from mini float level sensors.
Yt r Duplex Panel shall contain a manual emergency power transfer switch and generator receptacle. An
automatic programmable phone dialer to include alarm points for high level, power loss, and control
system tailuic.
Grinder Pump
YES The grinder pump shall be designed to be suitable for domestic wastewater service.
YES Pump motor shall not exceed 2 HP and operate at 230-240 volts 1 phase.
YES Grinder assembly shall be constructed of stainless steel material and capable of reducing all components
in normal domestic sewage.
YES Pump/core shall be provided with a mechanical shaft seal to prevent leakage between the motor and
pump.

__________
BASIN BALLAST REQUIREMENTS
614B. PER.,UBIC FOOT OF VOLUMEREQUIRED
SIZE BASIN VOLUME P MCUIRED BALLAST REQUIRED BALLAST
Ph R H1Cu,ri LBs, cu.F-1,
;4x40 7016 55
24 x 80 16.71 989.7 75
24x72 18.85 1187.7 8.6
24 x 78 20.44 1287.9 9.1
24 x 64 22.00 1385,4 9.0
24 x 90 23.68 1485.5 10.8
24 K 98 26,18 1585.2 11.3
24 x 106 28,30 1783.2 12.7
24 x 120 31.45 1961.1 14.1
244144 . 37.73 23770 170
304 48 19.64 1237.4 85
30 x 60 24.65 16461 11 0
30 x 72 29.45 1865.6 13.3
30 x 78 31.91 20105 14.4
30 r 64 34,40 2164.7 16.6
30 x 90 36,77 2316,4 18.6
30 x 98 39.28 2474.7 17.7
30 x 106 44.19 2783.6 20.0
30 x 120 49.09 3093,0 22.0
a_304144 66IS 37112 >. 47
38r 48 2830 17832 127
36x60 36.38 2228.6 15.9
36 x 72 42.46 2674.3 19.1
36 x 78 46.99 2697.6 20.7
36 x 84 49.52 3119,9 22.3
36 4 00 53.07 3343,1 23.8
36 x 98 56,61 3568.3 25.6
36N 106 83.68 4011.9 217
36 x 120 70.76 4457.6 31.8
36 x 132 77.77 4809.7 35.0
364 144 66,00 6348.7 38,2
35 x 160 80.37 _ 5567.7 39.8
42 x 48 38.49 2425.0 17 J -
42 x 60 48.11 30305 218
42 4 72 67.73 3637.1 26 0
47 r 10 62.64 30403 28 1
I 4;tr 84 67 33 436- 503 J
42 4 66 72;7 47v4b s 32 5
42 4 96 76.96 4850.0 34.6
42 x 108 88,69 6455.6 36.9
42 x 120 96.72 8062.1 43.3
42 x 144 115.48 7'771 051 9
48x48 6027 31671 228
48 x 50 62.61 39572 213
48472 75,37 4748,1 33.9
4808 78 81.55 5144.0 56.7
40464 67.93 5639.9 39.5
48 x 00 94.21 60355 42.4
4114911 100.80 6331.6 46.2
48 4 108 113.08 71225 50.8
48 x 120 126.02 7014.3 68.6
46x 144 184,12 10339.3 73.8
- x 46 ."__' _9• 4048.6 ---t, 36 3
60480 98.19 5186.9 44.2
60 x 72 117,83 74233 63.0
60 x 76 127.84 8041.5 67.4
60x84 137.47 86605 62.0
80 x 90 147,26 9270.0 68.3
60 x 06 167.10 9897.1 70,8
60 x 108 176.73 11134.5 79.6
60 x 120 198.37 13371.9 86.4
_ -.P11-1.e.__ 235,¢¢ 14848 8 106 0
72 x 182 5e 115 24060 5 171 0
NOTES; - -
1)08llon5 x.1337 a cu.A.
7)One cu.N.ballet=140 lbs.
23

•
s I T I 6 I 5 ; 4 I 3 I 2 , 1 ,
VVC SIQ<U :T1D1Mr,.
r gTlMtel/l TD.6 SCM 4 W
Et yr TM 4140.).Mete -aaowTr
.7::.. '— rI•Mc
032 TLUP rRL146= �cs .N.................. 0 • 41 b ". ":I1.13::,..„
A 2, .a
20K-13..,.E A ROM ,.
B W WW MT 0.VT. 1 B
4111 '
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til,f O.6T NI AL
— 1a:
M65...<101 7 - AU INK•11106 .0 12 z2S.1W.QS',KP•P1 P10r;A. —
CO'TO SW.. . • OMI P.m:5.6 MCA Ot.r.r.R.EP TO
74 113C.TK,.N 12 DO.1L CKlrti
I^ A lD1IR` r T rKTO.r00 OMR.IPTQ
18 1N/.`IOW
yrrse S:COIL 6.2,4M P .'1072
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AN
1 �.
C I KO T t =

Series OGVF & OGVH BARNES®
Vortex
V o x
www.cranepumps.com
Submersible Grinder Pumps
Specifications:
DISCHARGE 11/," NPT,Vertical, Bolt-on Flange
LIQUID TEMPERATURE 160°F(71°C)Intermittent
,- VOLUTE Cast Iron ASTM A-48, Class 30
MOTOR HOUSING Cast Iron ASTM A-48, Class 30
Ie
__ SEAL PLATE Cast Iron ASTM A-48, Class 30
IMPELLER: Design 12 Vane,Vortex,With Pump Out Vanes
=—' On Back Side. Dynamically Balanced,
ISO G6.3.
Material Cast Iron
SHREDDING RING Hardened 440C Stainless Steel
y Rockwell®C-55.
CUTTER Hardened 440C Stainless Steel,
Rockwell®C 55.
--- SHAFT 416 Stainless Steel
SQUARE RINGS Buna-N
r'' \.>_ ;.1 - ; HARDWARE 300 Series Stainless Steel
j , PAINT Air Dry Enamel.
SEAL: Design Single Mechanical
Material Rotating Faces-Silicon-Carbide
Stationary Faces-Silicon-Carbide
Elastomer-Buna-N
Hardware-300 Series Stainless
Series: OGVF & OGVH CORD ENTRY 30 ft. (9.1 m)Std, Cord.Custom Molded
Quick
2HP, 3450RPM, 60Hz Relief Connect,for Sealing and Strain
High-Flow and High Head CORD Manual CSA/UL Approved 12/3 Type SOW
UPPER BEARING:
Design Single Row, Ball,Oil Lubricated
Load Radial
• LOWER BEARING:
sssii�..rrr wrr,,a
RIND
=x � m n I Design Single Row,Ball, Oil Lubrication:
I EisLoad Radial&Thrust
MOTOR: Design NEMA L-Single Phase Torque Curve.
Oil-Filled,Squirrel Cage Induction.
CENTRIFUGAL GRINDER PUMPS Insulation Class F.
SINGLE PHASE Capacitor Start/Capacitor Run.
OPTIONAL EQUIPMENT Seal Material, Impeller Trims,Cord Length,
Moveable Fitting
S p(5j CSA 108-File No.LR16567
UL 778
RECOMMENDED:
NRTLIC Accessories Break Away Fitting(BAF)
Check Valve
Sample Specifications:Section 3 Page 11 Control Panel
DESCRIPTION: Seal Kit PN 108303
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
SECTION 3B
PAAGEE8 CRANE PUMPS & SYSTEMS
DATE 3117 ��' �NINII=MEMPII
A Crane Co. Company USA: [phone] • Canada: [phone] • International: [phone]
14 1

BARNEs, Series OGVF & OGVH
Recessed Vortex
www.cranepumps.com
Submersible Grinder Pumps
inches l
jj (mm)
rtl
8.81
(529) -- I JJ _i '6(0
4 (224)
`•' ` 0 4.41
>, w /� (112)
1.25"NPT FEMALE ,� - - t
i III
I. ■in 5.55 1 13
��H 1141) (29)
. li
I 6.60
11.08 _i
■ 88 (168) (282)
MODEL NO PART NO HP VOLT PH/Hz RPM NEMA FULL LOCKED CORD CORD CORD O.D.
(Nom) START LOAD ROTOR SIZE TYPE ± .02(.5)
CODE AMPS AMPS In (mm)
HIGH-FLOW
OGVF2022L I 110651 2 240 1 /60 3450 H 15.0 53.8 12/3 SOW .61 (15.5)
HIGH-HEAD
OGVH2O22L 110649 2 240 1/60 3450 H 15.0 53.8 12/3 SOW .61 (15.5)
IMPORTANT !
1.) PUMP MAY BE OPERATED"DRY'FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION.THIS PUMP IS NOT INTENDED FOR USE IN
SWIMMING POOLS,RECREATIONAL WATER PARKS,OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA ISA COMMON OCCURRENCE.
CRANESECTION 38
PUMPS & SYSTEMS PAGE 9
DATE 8/16
A Crane Co. Company USA: [phone] • Canada: [phone] • International: [phone]

Series OGVF BikRNIES
Performance Curve
2HP, 3450RPM, 60Hz, High-Flow www.crenepumpe.com
Submersible Grinder Pumps
TOTAL HEADnche�
METERS FEET (mm)
T _
STANDARD IMPELLER SIZES
30 100 ,.5.13"(130),___ _._ Pump HP Impeller Die
5.00(127) '--- 2.0 5.13(130)
`4.75 , _._._.___(121) _ ..�_...__ .�..... ._-.__.._.—
I .
26 " 4.60(114)
80
1—
d0--04 ---4.25(108) .4411%%bik,
20 4.00(102) IQ
—3.76(96) -•ruitilk A
16— 1 _ t
3.60(89) ` sic. `'•j/MP
I NI
40 --3.26(83) ---.,■ � - 1
10-- =3.00 I76) ._ _. 1
5— 20 ,
lirV110614
U.S.GALLONS 10 20 30 40 60 80
PER MINUTE
LITERS .5 1 1.5 2 2.6 3 3.5
PER SECOND
Testing la performed with water,specific gravity 1.0 CO 6B°F•(20°C),other fluids may vary perfor•
mance
SECTION 3B
PAGE ,o CRAN E ; PUMPS & SYSTEMS
DATE 7100
r. A Crane Co.Company USA: [phone] • Canada: [phone] • International: [phone]
16

anmr .r. Simplex & Duplex
FITS SURF-C 7;177011;:
ds SFHS & DFHS
www.cranepumps.com Flex Hose System, Basin Package with Grinder Pump
Basin Assemblies
Specifications: i I(mmli
BASIN . . . . . . Fiberglass w/3"(76)Ballast Support Flange
DISCHARGE COUPLING....300 Series Stainless Steel /le -N.,.
Size 1.25"NPT-Simplex
Size 1.50"NPT-Duplex 1 c/."----_—__
INLET 4"SDR35(102)Flexible Pipe Fitting, ��. = —,�
(For Field Installation)(STD) / ! ...-.7=e----,-1/4\
�
COVER: Polyethylene...Molded,Green,24"(610)Dia.(STD)
ELECTRICAL Cord grips for Direct Burial Cables
•(For Field Installation)(STD) '
DBC Direct Burial Cable,Type TC(STD) I ,
SHUT-OFF BALL VALVE: _
Design Full Port True Union %
Material PVC
Size 1'/4"NPT
FLAP STYLE/ANTI-SIPHON CHECK VALVE:
Housing Class 30 Cast Iron,Powder Coated
Flapper Nitrile, Nylon Reinforced
Size 1%"NPT
LIFTING ROPE .... 1/2" Dia.(13)Polypropylene with Knots in
12"(305)increments. Breaking Strength of
3750 lbs.(1701 kg)
HARDWARE .. . .. . . 300 Series Stainless Steel
DISCHARGE PIPING EPDM Hose, and Sch.80 PVC Pipe =T, r
OPTIONS Pump,Cover, Inlet,Level Control,Cable Length _ 1
...--------)1 '
Series: SFHS & DFHS
11/4" NPT Discharge
11/2" NPT Discharge
—41
MEMBER UL
File No.E151564
t
CRANE PUMPS & SYSTEMS SECTION
A EON
DATE 9110
A Crane Co. Company USA: [phone] • Canada: [phone] • International: [phone]
Ir

Basin Covers BA ;
L t�S� �{•t V 1 , f' V t
www.cranepumps.com
Accessories P6-055
Specifications:
7. --�— Basin covers have hinged access door, lifting handle, locking
- provisions, stainless steel hinges and hardware and provisions for
� % 2"NPT vent.
•�% fiOrl Aluminum:
Covers available for basin diameters 36"through 60"(914 through
1524mm)and are .38"(6.4mm)thick.
For 36"(914)&42"(1067)Diameter Basins
Basin Cover ALL covers have a service rating of 150 lbs/sq.ft. (732kgs/sq.
Aluminum meter)minimum.
Midi=
SECTION 1
PAGE6 E
DATE 11/03 GRAN E I PUMPS & SYSTEMS
RI
r A Gane Cu.Company USA:[phone]•Canada:[phone]• International:[phone]

DATA SHEET
CRANE PUMPS&SYSTEMS DATE:September 1,2010
PROJECT NAME: BRUNSWICK CO. PROJECT NO:QI 0770-A
HORSEPOWER: 2 VOLTAGE:230 PHASE: 1 TYPE:Simplex
QTY ITEM I MFG [ MODEL#
ENCLOSURE&ACCESSORIES
1 I ENCLOSURE HOFFMANA12106CHQRFG
1 I SUBPANEL HOFFMAN AI2PIOAL
MAIN POWER COMPONENTS
1 CIRCUIT BREAKER SQUARE D QOU230
I CONTACTOR SQUARED LCIDI8G7
CONTROL COMPONENTS
2 1 CONTROL BREAKER I SQUARED QOU 115
SWITCHES&INDICATORS
1 SWITCH PLATE QCI 2-HOLE
1 HOA SWITCH AC/DC EZ-03-8179
I GREEN INDICATOR LIGHT NHD N-NLD22-GL
RELAYS&MISC COMPONENTS
I CONTROL RELAY SQUARE D RPM22F7
1 RELAY BASE IDEC SH2B-05
I GROUND LUG BURNDY K2A2SU
1 6-pt.TERMINAL STRIP ALTECH HE6HWPR/06
ALARM COMPONENTS
I ALARM SILENCE SWITCH SQUARE D XB5AA2I
1 ALARM LIGHT SMALL AC/DC R10-SM-10
I ALARM BUZZER ;
LABELS
1 1 "SILENCE"INSERT 1 SQUARE D 1 ZBA-147
Ea-

0
ALARM LIGHT
to O
NOTEal Till
USE 75"C COPPER WIRE ONLY G
110 AWG TOROUE TO SO IN.LB
9.22£61 a ; 'IVEII
1
COI-30A MS
,-10--———10P1.141 •.t o-_t Q •
It51230 VOLT 10 -- a 1—{' P4 l0
----- 0
CBS-15A 1
CBZ—
LS3
•
Qc " .LARN X../al
>
0 O ALARM BUZZER
Q ' SiLENCE F EXTERIOR DOOR
,I POMP o 0
• Foy• . I !� o,
MS NFMA LX FIBERGLASS ENCLOSURE
LSI LS2
• a e' e e '
( 'F) (. )
FIPLO;O�w�EI.TIONS "=
w Mg. I raw 11.0(HN:ao6
yfaat UY.O .t.. .t .I.....a.t l&&K..Mw:w.ar+r, ..a....L...t 1•106 wit
JAWtW...O....�itt.Y M...1.b'wr. !Ma[.Ott U..t.tr
16
16.
000 0. as«................W•a..14•41,••� •! .0000... .t is y;7•:11 PUMPS & SYSTEMS
�LeYL S fr 1 ti0.]J H411 LEVEL am. - salt
I ` r
0):1 0LSENSOR N011 h0.3-CN oer t:..-.t e......a ws.r.ww t ur tarn o.-T. BRIIf�LSWKX COUNTY
.1 n... r tiw.. SIMPLEX PUMP CONTROL PANEL
LEVEL SENSOR 143..-PUMP acs ».....04..1.4........ .".. . r t'._ 1.«�t
-..:r t.......1 awl.one.,la[ Wan Mr.... racoons Ih+>t�0..•r ....
.1....w-......�.t..a _ Orr trnra Snaov

Fiberglass Hinged Cover
Type 4X Enclosures
•
1 �✓'j •
•
-
I
�gr+J
•
I
#c r
'I
r
1 •
X i
1
1 ' � •z`
*10'
Application Construction Industry Standards
Designed for use as a junction box or •Molded fiberglass polyester has outstanding UL 508 File No.E61997:Type 4,Type 4X,
instrument housing in both Indoor and chemical and temperature resistance and Type 12,and Type 13
outdoor settings.The enclosure is used In exhibits excellent weatherability and physical NEMA/EEMAC Type 4,Type 4X,Type 12,and
highly corrosive environments typically found in properties Type 13
oil refineries,chemical processing plants,waste •Fiberglass is easily punched,drilled,filed,or Enclosure flammability rating per UL SOB
water treatment,marine Installations,pulp andsawed Window flammability rating per UL 508
paper processing,and electroplating plants.The .Seamless foam•in•place gasket assures CSA File No.LR42186:Type 4,Type 4X,
efficient design and simple construction create watertight and dust-tight sell Type 12,and Type 13
a low cost.,durable,and aesthetic enclosure. IEC 60529,1P66
•Polyester mounting feet and stainless steel
attachment screws are provided with each accessories
enclosure
See General Accatorles index
•Scratch-resistant GE Lexan Margarde windows
are permanently bonded in place Panels(See table)
lace threaded brass inserts and Terminalto Kit Assembly
•Molded-in.
place Ventilators
plated steel screws are provided for mounting Wiring Duct
optional panels and terminal kits
•Removable hinged cover attached to body with
monel hinge pin Modification Services'm Program
•Screw cover enclosures are secured with two
captivated Type 316 stainless steel slotted cross You can customize this product to your
point cover screws unique requirements by specifying from these
•Enclosures with quick-release latches(U.S. options:
patent number 4.917,421)have corrosion. •Colors
resisunt polyester latches located in corners • Holes and cutouts In body,doors,subpanels
which provide unobstructed access to • Doors
enclosure • Subpanels
•Hinge pin and bail are corrosion-resistant • Environmental control(louvers,fans,filters)
monel •Windows
•Knockout padlock provisions Included in each •Standard accessories
latch •Solar shields
Finish/Color For details,see Modification Services at
Optional steel panels are white.Optional hoffmanonline.com.
stainless steel,aluminum,and composite panels To order,contact your local Hoffman
are unpainted.Fiberglass material is light gray sales representative.
inside and out.
6.1 18
11

40) NEMA e)•• Bulletin
ll ti n
0
0
U)
tto
U)
4,7U
rt
m
n
0
to
tr
CD
u
Standard Sizes Solid Cover Type 4X Enclosures
Endosure •Panel Panel
Catalog Number Slza Catalog Size Mounting Overall
Screw Cover Oulck-Release A x B x C Number 0 x 0 O x H L x W FJK OP 0 R TU
A-664CHSCF6 A-664CHORFG 8.00x 5.00 x 4.00 A-6P6 4.88x4.88 8.94x4.00 6.50x6.50 3.45 3.25 1.00 4.25 425 5.84 5.12 0.12 5.84 - •• ••
(152x1520102) (124x124) (178x102) (165x185) (88) (831 (25) (108) (108) 043) ((30) (3) (113)
A-864CHSCFG A4640OAFG 8.00x8.00x4.00 A-41P6 6754466 8.94x4.00 8.50x8.50 3.45 3.25 1.00 4.25 5.25 7.54 7.12 0.12 5.84 ti
_ (2030520102) (1711124) (227x102) (218065) (88) (831 (25) (106) (169) (194) (181) (3) (143)
A-1086CHSCF0 A-1088010RF4 10.0048.0046.) A-1089 8.75x6.88 10.9446.00 10.5048.50 5.45 4.94 131 6.25 8.25 9.81 9.12 0.12 7.61 -
`y (254 x 203 x152 Ni (222 x115) (278 x 152) (2137x 218) (138) (125) (33) (159) (2101 (244) (2321 (3) (193)
A-121060HSCFL ^A-12106CHORFG 1200 x10.00x6.w A-12110 10.75x8.88 12.94x6.00 12.50x10,50 5.45 4.89 1.58 8.25 10.25 11.58 11.12 0.12 9.50 - - .
•
(305 x254 052) (2734226) (329x203) (318x267) (138) (119) (40) 1210) (260) (294) (282) (3) (243) h
A-14128C41SCF0 A-14128CH3RF0 14.00 x 12.00 01.00 A-14P12 12.75x10.88 14.94x10.00 14.55x12.55 7.46 5.50 1.81 10.25 12.25 13.59 13.12 0.16 11,59
(356s 305 x 203) (324 x 275) 1379 x 254) (370x 319) (189) (165) (46) (280) (311) (345) (333) (4) (291)
A-161480HSCFG A-16146010AFG 1600x14.001(8.00 A-16P14 14.7502.88 1694x12.00 10.5504.55 7.45 6.23 2.08 12.25 14.25 15.58 15.12 0.15 13.56
(406x358 x203) (375x3271 (430x305) (420x370) 0891 (158) (53) (311) (362) (305) (3M) (4) (344)
A-161610CHSCF0 A-18181040RF6 18001(16.00x10.00 A-18P18 16.75x14.88 18.94414.00 taS8x1858 9,45 7.66 286 1425 18.25 1753 17.12 0.18 15.53 0'
(4571(408x254) (425x376) (481x356) (472x421) (240) (1951 (68) (362) (419) (445) 4435) (4) (394)
O
Standard Sizes Window Coverlype 4X Enclosures X
Enclosure •Panel Panel
Catalog Number Size Catalog Size Mounting Overall
Screw Cover Oulck-Release A x B x C Number 0 x E Ox H L x W F J K M N 0 P OR TU
A-664CHSCFGW 2-664C6011211W BOO eB.00x4.00 A-6P6 4.88x4.68 6.94x4.00 5.50x8.50 3.45 3.25 1.00 425 4.25 425 425 5.64 6.12 0.12 6.64
(152 a 152 x 102) 0241124) (176x102) (185x105) (85) (83) (25) (108) 008) (106) (1081 (143) (130) (3) (143)
A-e645HSCFGW A-864C11011F6W 8.0008.00 x4.00 A-IPS 8.75x4.86 894x4.00 8.50x5.50 3.45 325 1.00 625 425 425 625 724 7.12 012 564
(20041524102) (171 x 124) (227x102) (2161165) (881 (83) (25) (1591 1108) (1081 (159) 1194) 1181) (3) 1113)
A•1086CHSCFGW A-10$6CNd1FGW 10A0499046.00 A-1098 6.7546.55 10.9446.00 10.5018.50 5.45 4.94 1.31 825 6.25 625 825 9.51 9.12 0.12 791
(264x2031(152) (222x175) (2781152) (267x2161 (138) (125) (33) (210) 1159) (159) (210) (2441 (232) (3) (193)
A-12105C8SCFGW A-121000N(1RFOW 12.00 s10.00 K11.00 A-12P10 10.7501.68 12.9410.00 1250x10.50 5.45 4.69 1.56 10.25 a25 825 10.25 11.58 11.12 D.12 955
(305x2541152) (273x226) (329x203) (316x267) 1138) (119) (401 (2501 (210) (2101 (260) 1294) (2821 13) (2431
6-1412801(SCF11W A•14128CNORFOW 14.0002.0008.00 A-14P13 12.1800.138 14.94x10.00 1455112.55 7.45 6.50 181 1225 1025 1025 1225 13.69 1112 0.15 11.59
(35643050203) (3244276) (3791254) (370x319) (189) (1851 (451 (311) (2601 (2501 (3111 1346) (333) (4) 1294)
4-18149CN&0 OW A-16146CNORPOW 16.00414.0048.00 A-18014 14.75111258 16.94412.00 16.5541455 7.45 623 2.08 14.25 1225 1225 1426 15.56 16.12 0.15 1355
140643564203) (3754327) (4304305) (420x370) (189) (158) (53) 1362) (311) (311) 1362) (305) (381) 14) (344)_
A•181810CHBCFGW A-161610CHORF0W18.00416.00410.00 A-16P18 16.75x14.86 18.94414.00 1656x1850 9.45 7.611 2.86 1625 14.25 1425 1825 17.53 17.12 0.15 15.59
(4571(406x264) (425)1378) (481)(356) (472x421) (240) (195) (65) (4131 (382) (362) (413) (446) 4436) (4) 1394)
PAlllmeter dimensions()are Ice reference only;do not convert metric dimensions to Inch.
' Panels must be ordered separately.Optional stainless steel,aluminum.and composite material panels are also ava)able for most sites.See General Accessories.
6.1 I9
112

QOU Unit Mount 1 5•uare D
Miniature Circuit Breakers www.squared.com
Class 720 FOR CURRENT INFORMATION
�,' „" Low Ampere QOU Series 3 Circuit Breaker
�` rr. No M Ampere pere Ural ' Onto
'k 1' v Poles Descriptions AIR Ratlin
ng RRNinq Catalog Number pd. Ott
tc "K„;5...;1. .-r" 10,01)0 1Xll240 10 UOt1110 -s-2 60'---
AIR Vet OOU1108 24 00 40
5,000 Q70Low Ampere QOU IVac 1NoYu1090 6 40
0011115 25.50 I
. Miniature Circuit I +0,000 1201240 15 00U1 15B 24.00 w
AIR Vac OQU115 414 25-50 1
-*: . Breakers 75 OOU11s11Me 2100 40
'' i' General S ffcations 5,000 277 15 OYU1150 77.00 1
P� AIR vac OYM11580 7400 40
' Common to All Low
- 1:-..- ',`1 . ' Ampere QOU Circuit 1o,eoo 1201240 20 000U1200 114.00 40
-' . Breakers AIR Vac COU120HM 25.50 1
' _ I 20 000120HMB 24.00 40
5000 277 0YU1200 77.00 1
20
• Terminal lug wire size 1-#14-#2 AWG Cu or Al. AIR vac 001)12080 7400 40
• Reversible line and load lugs for convenient flush or 1l,arma1- 10•U00 120.140 25 001)125 2650 1
surface mount wiring. a z I.+4o u:+... AIR vac 001)1258 24.00 Al
6,000• DIN mount(symmetrical rail 35 x 7.5 DIN/EN 50 022). Breaker AIR 277 QYU12580 70..0 40
• UL Listed as HACR type-15-70 A. top00 1201240 30 OOu130 2660 1
connectors. AIR 27c1 OYUI303 24.00 40
• Field installable
quick5.000 277 00111300 7700 1
• Single handle with Internal common trip. AIR Vac 30 OYU130e0 76.00 40
w • UL Listed 48 Vdc(5,000 AIR). 35 00Ulati 25.60
W • Bulk pads circuit breakers do not have mounting feet 00u135B--- _24.50 40
/C included. 40 OOQ00U1408 25.60
i 0 40
001)145 25.60 1
Special Ordering Instructions: 1AIR0.00 $ 6o clowns 24,00 4Vac ec 001)150 26,50 1 1
H 00U1508 _ 24.00 4I3
u For Bulk Packed QOU Circuit Breakers and 60 QQ00U15608 24.00 40
E Accessories 000170 4940 1
V � 001)1708 44.90 40
QOU circuit breakers and accessories must be ordered in 120/240 50 00001/210° i 553.00 21
tp multiples of the quantities listed.Units provided in Vac 0011215 55 63.00 t
standard quantity of one are Individually packaged: 15 000215a 53.00 20
standard quantities greater than one are bulk packed.Bulk 240 t5 00u215H 107.00 I
packed circuit breakers do not include mounting brackets. vac 000215448 10200 20
i2ou240 00U220 55.00 1
EXAMPLE: Vac 20 0002208 53.00 20
240 OOU220H 107.00 1
Individual pack-small quantity orders:To receive five vac 20 QOU220H8 102.00 20
120240 00U225 55,00 1
001)220 circuit breakers,order five individual 00U220tree.real Vac 25
00U225B 6300 20
circuit breakers at$55.00 each.Product will be individually MopneI. 10,000 240 000223H 107.00 1
packaged,and will include necessary mounting feet. Gout AIR Vac 25 000223)1I 102.00 20
Smoke, 1200140 001)230 65110 1
Bulk pack-large quantity order.To order 440 QOU220 Tv.* Vac 3D 001)2208 63.00 20
circuit breakers usi dca i 240 00u230H 107.00 1
ng$cull pa g ng,order 440 Vac 30 000230H13 102.00 20
0002208 at$53.00 each.Product will be packaged in 22 35 '0011235 -____L_____
'l 5560 +
packages of 20 pieces each.Product will not include 00u2350 53.00 20
mounting feet To order mounting feet,order 880 pieces of 120/240 40 00L/2400 063.0 20
QOUMFB2.Product will be packaged in eleven padkages vac 45 0000u246a 530000 201
of 80 pieces each. 50 0011250 65.00 1
For QOUQ Low Am Circuit Breakers with Four Point - 0Ou2s0e 53.00 20
P NOn4440000200 65.00 i
Quick ConnectTerminals swam wA 240vec 00 001/7000 65.00 20
QOUQ Low Amp circuit breakers with four point quick r7v1a 5c 10,000 12Oroao _ 60_ 000112600 6300 20
connect terminals are provided with permanent factory &act: AIR Vac 7D QOU270 ---'';00'00 1
installed terminals which are affixed to the Load or"OFF" - 00117708 107.00 zo
end of the circuit breaker.This special terminal will 4 - 10 000113100 170.000 40
accommodate up to four 1/4 Inch female quick connect 15 001x115 101.00 1
wire terminations.Total ampacity of these connections X320 178.00
5'00 40
must not exceed the rating of the circuit breaker.Price 20 0ou32os 17500 40
addition is$5.60 for single-pole,$11,20 for 2-pole and 25 001 012325 101.000 41
$16.80 for 3-pole circuit breakers.
1a�„ym': 10.000 240- 30 00113300 i 0.00 40
EXAMPLE: CrC.,�' AIR Vac 0011335 101.00 1
To order()QUO circuit breakers,change the Catalog lh r° Breakers' as 00001c 1571.00 41
Number prefix from"QOU"to"QOUQ".To order a 40 QOU3408 17400 40
Q0U220 with factory Installed four point quick connect 45 00v.iat 151.00 1
terminals,order one QOUQ220 circuit breaker at$55.00 00713468 17460 40
each plus$5.60 per pole(a total price of$65.60). 50 0000)350500 120.00 40
00uoso intro' 1
Inlenuoing Wings, Page 6.2 60 0003808 176.00 40
AuAmnii , .. Pages B-37,636.643 -pip'-fib ---'-- TO-U-300 161,00 1
on
Dana+ores .. , Pages 6-15,0.46 Switch 00U3008 240 Vac 0003008 178,00 40
0 UL Reccgnlcad ComponenL Supplementary Protector
Note:See ordering Instructions above lef,all catalog numbers ending in B must be
ordered in bulk package quantities.
0 2000 Square o DE2 Discount
6-42 An Rights Reserved Schedule 1{,,

I
TeSys D-Line Contactors, Enclosed Starters, Overload Relays, and Accessories
Resistive Loads
s NOTE:3-pole contactors without auxiliary contacts conform to standard EN50012.For further
. 111.11k
information on auxiliary contact blocks and modules,see pages 106 to 107.
6.-)_6 aF
.
r w•
+' Y' AC Control Circuit-3-or 4-pole Contactors with Touch-safe Terminals for Power Cabling
-._. (AC-1 category)
`r) Number of instantaneous
jY �� Poles Auaillsry
'4 N3 f "t No r.•mduetivaloads maximum Contacts
current1 Catalog
LC1D12004•• (8555.0(131.7]) ` Number wagnttb(k0)
Utilization tspory AC•1 11 •-
A--- -- NIO MIC IAO NIC
- LCID00•• 0.75(0.340)
3 1 1 or• L.C10124- 0.77(0.345) '
25 4 -
LC1D12004•. 0.77(0.350)
-
2 .2 - LC1012008.• 077 10 350)
32 3 - 1 1 ....p LCID110. 0.79(0 356)
3 - 1 1 LC1 D26.• 0.6910 400)
4U 4 - - - LC10211004.. 1.19(0 630)
2 2 - - LC1026000•. 1.19(0 635)
50 3 - ,1 1 or• LC1032..or LCID38 4 1.21(0.545)
3 - 1 1 LC1D40•• 3.11(1.400)
F"^ 60 4 - - - LC1040004.. 3,20(1.440)
4 _ 2 2 - - LC1 1140006.• 322(1 450)
a e '- LCID50••-- 3.11)1.400)
• • • • 3 - 1 1 a• LC1D65.• 311(1.400)
-'- 80 4 - - - ICI055004.• 320(1.440)
t• 2 2 LC10051100.• 322(1.450)
a ...... ....tom
IMO LCID00.. '363(1.590)
❑-
3 - t 1 or• LC10094.+ 366(1.610)
• • • • 126 4 - - - LC1000004.• 3.91(1.790)
aT
2 2 - - LC1D00060•• 400(1.640)
LC1985004•• LCID11S•• 538(2 420)
200 3 / 1 or♦ LC10100•4 5.47(2 440)
4 - - - LC10110004.' 035(2 960)
• For LC1005 to LC1030:clip-on mounting on 35 mm DIN rad AM1DP or screw mounting
For LCID40 to 101006:dip-on mounting on 36 mm DIN rel AMIDE or 75 mm DIN rail AM1 DL or screw mounting
For LC10116 and LC10150:dip-on mount ng on 2 a 36 mm DIN veils AMIDP or screw mounting.
• Select between the two shown basad upon the number of open9ng cycles;tee the AC•I graph on page 22Ior further information.
✓ Use voltage codas on page 49'CM'S•I ctwn'to complete catalog number.
+ LCID38 end LCID05 are LA.Sited at the same HP rating as 32 end 80 amp d•vo•s respectively.
AC Control Circuit-3-pole Spring Terminal Connections(AC-1 category)
For contactors LCIDOD.LCID12.and LC1D18 only,add 3 to the test digit Example-LCID0fo•becomes LC113093.•.
..r
1 1
4
•
am
1•
1 _ 1
LC1D11500••
- - 89
10101 ©2001 Schneider Electric All R)9h15 Reserved

A Subsidiary of EMERSON T
Aftws
? . !ERII$ e'SAN
McGill Electric Switches
ap-action. toggle, rocker and custom switches from the McGill Electric Switch Product
oup are widely applied in appliances.power tools,marine and recreational vehicles, V
d a variety of other industries. McGill electric switches are available for electrical loads „4--%.
to 25A/250V and can be customized for specific applications. ,.+:r.;;
s.4
`';r..yj,��(,;`;' McGill Rocker Switches. McGill offers more than a
-''t ' dozen rocker switch lines to meet your application
•,. needs.
e '''`5 Choose from our standard rockers or contact your
, ,. : .y.•,x, McGill representative for assistance in designing a
customized rocker.
Choose from:
• Contemporary'Euro-style”designs
• Standard or miniature sizes
• Lighted, non-lighted,or paddle actuators
• Special lock-out actuators
• One to four poles
• Dual circuits
• Snap-in or screw mounting
• Variety of colors and finishes
• Screw,solder,spade,or leaded
terminations
• UV-stabilized constructions
• Environmental barriers
• Matching indicator lights
McGill rocker switches are used in a variety of
industries,including major and small appliance.
marine, HVAC,automotive, power tool,business
`.equipment and commercial food service
a
McGill Toggle Switches.McGill toggle switches
1'� • provide you with excellent function and a wide choice
.t of styles.Our wide selection of circuitries and design
Y ochoices enables you to choose the style that best
• ,f meets your needs.
/ i
Choose from:
• Standard or designer styles
• Lighted or non-lighted indicating plates
and bats
115 1

•
• Variety of bat styles in plastic or metal
• One to four poles
• Optional"0"ring in bushing for
moisture resistance
• Screw, solder,spade or leaded terminations
McGill toggle switches can be found in industrial.
commercial and consumer products,including major
appliance, small appliance, marine,power tool and
HVAC applications.
McGill Snap Action and Pushbutton Switches.
• ,, �;? = , ^Ra When you specify McGill snap action and pushbutton
•.• switches, you are specifying proven cost-effective
•'�� • .,;;-•::•• ' design solutions. From subminiature single pole,to
our large double pole constructions,we can find a
h •�, r t; solution to meet your application needs.
A vanety of design options is available, including'
• Subminiature,miniature. large size and
plunger-type switches
• Choice of contacts,terminals and actuators
• Variable plunger lengths
• Levered or non-levered constructions
• Optional moisture and contamination
resistance in subminiature switches
• Snap-in mounting capabilities
McGill snap action and pushbutton switches may be
found in applications such as timers,float switches.
limit switches, garage door openers,vending
machines, ice cube makers,instruments and
controls, relays, games, vacuum cleaners,floor
buffers and office equipment.
r ,�... ....... •-
16

N -NLD22GE •
Green LED Light
DESCRIPTION: One-piece LED pilot light
for direct 120V supply.
�� "k-qtr
cIM US CE
- r1:
ca
FEATURES:
• Fluted lens without marking.
• Rated 100,000 Hour Life
• UL recognized auxiliary device pilot light File I76045(M).
• Rated oiltight & watertight NEMA 4, 4X, 12, and 13.
1
117

RPM Miniature Power Relays Zelio® Plug-in Relays
Product Description
Product Description
-°'-•t`-.*�- The RPM miniature relay range consists of:
tC, s ti . 1. 15 A relays with SPDT,DPDT,SPDT,and 4PDT contacts.
►.a'' 2. Sockets with mixed contact terminals.
)V".
_
3. Protection modules(diode,RC circuit,or varistor)or 1 timer module.All
__ , these modules are common to all the sockets except for the timer
fid module,which can only be used on the 3-pole or 4-pole sockets.
4. A metal hold-down clip for SPDT relays.
, rillib
\Y e t Relay Description
1. Spring return push button for testing the contacts(green: DC,red:AC)
�' �� `1�-._2 2. Mechanical"relay status"indicator.
3. Optional removable lock-down door and push button,enabling forced
t r1 x 9 maintaining of the contacts for test or maintenance purposes.During
( .r operation,this lock-down door must always be in the closed position. 1
7 6 a 4. Bipolar LED(depending on version)indicating the relay status.
5. Removable legend for relay identification.
. - 6. Four notches for DIN rail mounting adapter or panel mounting adapter.
7. Five,eight,eleven,or fourteen pins.
,`� ( ....=--
'; 7.-_ 8. Area by which the product can be easily gripped.
! W1 (\ .a `'� b t L� G 9. Mounting adapter enabling direct mounting of the relay on a panel.
10.Mounting adapter enabling direct mounting of the relay on a DIN rail.
9 9
Socket Description
. Sockets with mixed contact terminals
) J r outputs 1. Connection by screw clamp terminals.
3 1 3'-3_ _. 2. Five,eight,eleven,or fourteen female contacts for the relay pins.
-- 3. Location for protection modules or the timer module.
—j,.,. . ,•. _ 4. Locating slot for mounting on DIN rail with mounting clip.
I I 5. Two or four mounting holes for panel mounting.
-_!_ ' NOTE: The inputs are mixed with the relay coil terminals, with the outputs
'.ra' . being located on the opposite side of the socket.
1
1
T''.'.4.1447 —.., r)
toll
, _ , � term
inos
�'-
I
— — 13
01/2008 *Telemecanique ®2005-2008 Schneider Electric All Rights Reserved
1181

Sockets Selection Guide idea
Relay anti Tinier Socket Selection (.wide
Relay end Timer Sockets
Mounting Series Page Pan Poles No. Pols Receptacle Terminal Compatible
IDEC Relay and Timer
SR2P-05 RR2P,GTSP
DIN Rail Snap-Mount SR2P-05C 2 8-Pin RTE-PI,GT318-pin)
SR2P•
SR F-6 SR3P-05 M3.5 Screw RR3PA,RR2KP,RTE-P2
SR3P-05C 3 11-Pin GT3(11-pin)
F
i I. -- SR3P-06
SR3B-05 3 11-Blade RRIBA,RR2BA,RR3B,RTE-B
SH1B-05 1 5•Blede M3.5 Screw RH1B
k, SHIB-05C Coil Terminal:M3
,.?r a --4- S11213-052 8•Blade RH2B
-
r �. . SH2B-05C -
•
� . � SH F-9 •
SH38-05
SH36.05C 3 I1•Blede M3.5 Screw RH3B,RH2LB
'.1
. , SH4B-05 4 14-Blade RH4B
{{ , SH4B-05C
SYiS•05 12 8-Blade RY2S,RY22S
•
gilt
'• , SY F-13 - - -- - M3 Screw
- SY4S 05 ' RU4S,RY4S,RY42S,RY2K5,RY2LS,
SY4S-05C / l4•Bleue RM2S,GTSY
SM F• 15 SM2S-05 .�_. . RU2S
SM2S-05C III
Panel MountSR2P•51 2 8 Pin RR2P,RAPP,RBPP,GTSP,RTE-P1,
OT318•pin)
SR F-16
SR3P-51 . . 3_.__ .... .. . • RR3PA RR2KP,•RTE•P2,GT3(tt'pin).. .
"i SR3B-51 3 -11-Blade RRIBA,RR2BA,RR3B
.r SHIB-51 • 1 -5-Blade RH1B,RAHB,RBHB
SH2B-51 2 8-Blade Solder , RH2B,RAMS,RBMB
SH F-17 _..___.._ . __ - . .
SH3B-51 • 3 11•Blade RH3B,RH2LB
SH48.51 4 � 14-Blade RH4B
SY2S-51 2 8-Blade _ RY2S,RY22S
4911r s SY f•19 - •_ _.. .
SY4S-51 4 1 14-Blade , RY4S,RY42S,RY2KS,RY2LS,RM2S,GTSY
PCB Mount ; SH1B-62 1 5-Blade RHIB,RAHB,RBHB
SH213-62 2 8-Blade RH2B,RAMS,RBMB
SH F3-20 • - .
SH3B-52 3 11-Blade RH3B,RH2L6
MOP SH4B-62 4 14-Blade PC Board RHIB
SY2S-61 2 . 8-BladeRY25,RY22S
0. SY F3-21 SY4S-61 • 4 14-Blade RY4S,RY42S,RY2KS,RY2LS,RM2S,GT5Y
SY4S-62 4 14-Blade 1 ' RY4S,RY42S,RY2KS,RY2LS,RM2S,GUY
Surface Mount
401-- SH , F-23 ' SH2B-02 2 II-Blade M3.5 Screw • RH2B,RAMB,RBMB
For Panel Mounted Timers
• SRBP-MING 6 pin GE1A;RTE-P1;GT3A-1;2,-3;
e*I° GT30.1;2,-3;GT3W(8-pint GT3S;0T3F
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qi RTE-P2;GT3A-4;5;B;GT30.4,-8;
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IIFor relay mounting accessories,see page F-24.
F-2 www,ldec.com USA:(800)262-IDEC or(408) 747-0550, Canada(888)317-IDEC
H9

ICC Telemecanique Push Buttons—XB5 22 mm
www.SquareD.com Complete Devices
For the most up•lo-dale mimmation
Non-Illuminated Push Buttons,Momentary(screw clamp terminal connections)
* Shape semiof Type Type of Push of Contact N0. NC.
Marking Color of Cap Catalog Number(Components)
Prim 1
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Liu2Zers, P6aThers cancf Cold Grips
FLASHER
. • Solid state 17.0 Vex C��
�"1 • 1/ 'flashes per o minuteec
MEM • 1!•4" quires disconnect terrnlnatl5
• Molded on mounting foot w/single screw attachment for easy installation
PIEZO BUZZER
Pf3.024•AD 5.24 Vac/Vdc
1.111 PRO 20-A 40-125 Vac
lai • Single hole panel mount alarm buzzer C� IS
Ks''J2a•At • 95 db as 2 feet
GFS--1Zn..,Ataa MO IP • Frequency• 7900 4/. 250 hz
111111I asp 00 • 1/4" quic-le disconnect terminals
• Type 3, 3R, 4X. 12. 13
CORD GRiPS - Standard wire
a I i • Available in 1/2" 3/4', and 1• sizes to accommodate different wire sizes
• Ensures' liquidtight seal for electrical cables in liquid environmenrs
• Suitable for NEMA Type 4 and b enclosures
CORD GRIPS - Etat wire 0
I • Dl:signed to accomodate flat wire sizes
• Available in 1/2•'. 3/4', and 1" sixes to accommodate different wire sires
• Ensures fiquidtight seal for electrical cables in liquid environments
c Suitable for NEMA Type 4 and G enclosures
SOLID STATE FLASHER LIST PRICE WIRE SiZE INFORMATION (SJOW 300, volt)
I;i/1 0 2600'
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Cat.No. Std Pk. Cat No. Std Pk. Cat.No Std.Pk.
HE5HWPR/02 100 HE1OHINP.R/02 40 - HE16HWPR/02 40
HE6HWPR/03 100 HE1OHWPR/03 40 HE16HWPR/03 40
HEIHWPR/04 100 HE10HWPRJ04 40 HE16HWPR104 40
HE6HWPR/05 100 HE10HWPR/05 40 HE16HWPR/05 40
-••*- -HE6HWPR/06 50 HEIOHWPR/06 20 HE16HWPRI06 20
HE6HWPR/07 50 HE1OHWPR/07 20 HE16HWPRI07 20
HE6HWPR/08 50 HE1OHWPR/O8 20 HE16HWPR/08 20
HE6HWPRr09 50 HE1OHWPR/09 10 HE16HWPR/09 10
HE6HWP.R/10 25 HEIOHWPR/10 10 HEI6HWPR/10 10
HE6HWPR/11 25 HE10HWPR/11 10 HE16HWPRi11 10
HE6HWPR/12 26 HE1OHWPR/12 10 HEI6HWPR/12 10
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A . 12,0 I • 9 A • 15.0 1 : 10.7 A ■ 15.0 I . 10.7
B • M3.5 J • 9.6 B = M4 J r 11.3 B = M5 J ' 11.3
C ■7.7 K • 13.9 C •9.3 K . 17.5 C • 9.3 K . 17.5
D ■ 4.3 L . 140(12 pole) D. 5.7 L • 176 112 pole) D . 5.7 1, • 175 112 pole)
E •04.2 M• 21.6 E ■ 04.3/5.7 M• 27.8 E =04.3/5.7 M• 27.8
F •06.3 N. 22.6 F • 08.2 N• 25.1 F •08.2 N. 25.1
G•12.0 0. 15 G•15.0 0• 16 G■15.0 0. 15
H = 04.1 H =06.0 H •05.6
Alt och Corp. •35 Royal Road•Flemington,NJ 08622.6000•Phonrt(908;806-9400•FAX [phone]•www.iilttichcarp corn 95
123

SECTION 02732
WASTEWATER FORCE MAINS
PART 1 GENERAL
1.01 WORK INCLUDED
A. This section covers the installation of wastewater force mains, including pipe,
valves and service connections. Excavation, trenching and backfilling is covered
in Section 02220: "Excavating, Grading, Trenching, & Backfilling".
B. The foreman of the contracting crew must speak fluent English
1.02 RELATED WORK
A. Section 02220: "Excavating, Grading, Trenching, & Backfilling"
B. Section 02733: "Wastewater Pumping Station"
C. Section 02731: "Gravity Sanitary Sewer System"
1.03 GENERAL
A. Piping for wastewater force mains: 2-inch force mains shall be SDR13.5 as
noted. PVC Force mains larger than 2-inch shall be DR 18 PVC. Other piping
material only allowed as approved by Owner.
1.04 REFERENCES
A. ASTM D2241 - Poly (Vinyl Chloride) (PVC) plastic pipe (SDR-PR).
B. ASTM D3139 - Joints for plastic pipe using elastomeric seals.
C. ASTM F477 - Elastomeric seals for jointing plastic pipe.
D. ASTM D1785 - Poly (Vinyl Chloride) (PVC) plastic pipe, schedules 40, 80 and
120.
E. ASTM D2467 - Socket - Type Poly (Vinyl Chloride) (PVC) plastic pipe fittings,
schedule 80.
PRODUCTS
2.01 Wastewater Force Mains
A Pipe shall conform to requirements of Class 150 (DR18) C900 or class
235 (DR18) C905. Joints shall conform to ASTM D3139 and Gaskets to
ASTM F477.
B Mechanical Joint: Suitable for 150 pounds per square inch minimum
pressure rating. Fittings and specials shall conform to ANSI/AWWA
C 153/A21.53.
C. Ductile iron pipe shall conform to ANSI/AWWA C150/A21 .50,
ANSI/AWWA C151/A21.51, Class 50 shall be lined with ceramic epoxy
lining Protecto 401 or equal.
02732.1
24

2.02 GATE VALVES
A. Iron body, bronze mounted, double disc, parallel seat type meeting the full
requirements of AWWA C500, or resilient seated in conformance with
AVVWA C509 or C515, with a minimum working pressure of 150 pounds
per square inch. Valves shall have 2 inch operating nut and open left, and
shall have 0-ring seals. Valve ends shall be mechanical joint, unless
otherwise shown or specified. Valves shall be manufactured by Mueller,
American Darling or Clow Corporation or approved equal. Direct bury of
plug valves is not allowed.
2.03 VALVE BOXES AND COLLARS
A Valve Boxes shall be cast iron screw-type adjustment type with flared
base. The word "SEWER" shall be cast in the cover. The boxes shall be
of such length as will be adapted, without full extension, to the depth of
cover required over the pipe at the valve location. Boxes shall be installed
over each valve, unless otherwise shown or specified. Valve boxes shall
conform to ASTM A48" grey iron castings, class 303.
B Valve box concrete collars: Valve boxes in unpaved areas shall be
installed with either pre-cast or poured in place concrete collars.
2.04 PIPE MARKING TAPE
A Tape shall be 3 inches wide, green in color, bearing continuous message
"CAUTION SEWER LINE BURIED BELOW." Tape shall be made of
plastic or other permanent material with metalized foil core.
B. Locator Wire: A 10 gauge insulated copper wire shall run continuously
and shall be taped securely to the forcemain. The locator wire shall be
accessible above ground at one thousand feet (1 ,000) intervals and shall
be protected by a metal cleanout box or cathodic test station.
2.05 SEWAGE AIR AND VACUUM VALVES
A. Air and Vacuum Valve: The air and vacuum valve shall allow unrestricted
venting or re-entry of air during filling or draining of force main. Valve
shall incorporate two (2) stainless steel floats with stainless steel
connecting float guide. All internals shall be removable through top cover.
Valves shall be supplied with inlet and blow-off valves and quick
disconnect with 5' of hose. The valve shall satisfactorily withstand
hydrostatic pressures of 300 psi. Valves shall be manufactured for use in
02732.2
25

sanitary sewer. The valve shall be constructed of cast iron body and top
flange with stainless steel float and shall be 2" NPT screwed inlet and 1"
NPT outlet. Valves shall be APCO Valve Series 401 SAW or approved
equal. Valves shall be mounted on McDonald 3800 series saddle with
316 G stainless steel or better valve and nipples.
B Air release valves shall be installed where the distance between the low
point and high point in the force main exceeds 10 vertical feet.
C Air and Vacuum Valve Manhole: Ring, cover and 5' diameter precast
manhole shall conform to the plans and with Section 02731 of these
specifications.
2.06 MECHANICAL JOINT RESTRAINT GLAND
A. Mechanical joint restraint shall be incorporated in the design of the
follower gland and shall include a restraining mechanism which, when
actuated, imparts multiple wedging action against the pipe, increasing its
resistance as the pressure increases. Flexibility of the joint shall be
maintained after burial.
B Glands shall be manufactured of ductile iron conforming to ASTM A536-
80. Restraining devices shall be of ductile iron heat treated to a minimum
hardness of 370 BHN. Dimensions of the gland shall be such that it can
be used with the standardized mechanical joint bell and tee-head bolts
conforming to ANSI/AWVVA A21 .11 and ANSI/AWWA C153/A21.53 of
latest revision. Twist-off nuts shall be used to insure proper actuating of
the restraining devices.
C The Mechanical joint restraint device shall have a working pressure of at
least 250 psi with a minimum safety factor of 2:1.
D. Restraint glands shall be "Megalug" as manufactured by EBAA Iron, Inc.
2.07 FITTINGS & SPECIALS: Fittings and specials shall be class 54 ductile iron,
mechanical joint in accordance with ANSI/AWWA C111/A21.11, ANSI/AWWA
CI53/A21.53, 150 pounds per square inch pressure rating unless otherwise
shown or specified, except that profile of bell may have special dimensions as
required by the pipe manufacturer with elastomeric gaskets. Ductile iron fittings
and specials shall be lined with ceramic epoxy protecto 401 or equal.
PART 3 EXECUTION
3.01 GENERAL
A. Install PVC and ductile iron pipe in strict conformance with AWWA C600
02732.3
26

and the recommendations of AWWA Manual of Practice M23. Minimum
depth of bury above the top of pipe shall be 36 inches.
3.02 CUTTING OF PIPE
A. Cut pipe in a neat manner without damage to the pipe or its lining.
3.03 ADJACENT FACILITIES
A. Sewer Lines: Where the location of the sewer pipe is not clearly defined
in dimensions on the drawings, the sewer pipe shall not be laid closer
horizontally than 10 feet from a water line except where the bottom of the
water pipe will be at least 18 inches above the top of the sewer pipe.
Where water lines are less than 18 inches above the sewer lines, or cross
under sewer lines (must be approved on a case by case basis), the sewer
pipe and water pipe for a distance of at least 10 feet each side of the
crossing shall be made of ductile iron pressure pipe with no joint located
within 8 feet horizontally of the crossing.
B Force mains shall not be laid in the same trench with water lines, gas lines
or electric wiring.
C. Wells
1 No force main shall be placed within 25 feet of a well utilized for
potable water.
2 Minimum specifications for force mains placed between 25 feet and
50 feet of a well utilized for potable water shall meet or exceed the
requirements Class 50, ductile iron with push on joints conforming
to ANSI A21.50/A21.51 lined with Protecto 401 ceramic epoxy or
approved equal.
3.04 PIPE DEFLECTION
A. Maximum pipe deflection shall not exceed manufacturer's
recommendations.
3.05 JOINTING
A PVC Pipe: Install in accordance with AWWA Manual of Practice M23,
modified as necessary by the recommendations of the manufacturer.
B Connections between different types of pipe and accessories shall be
made with transition fittings approved by the Owner.
C Pipe Marking Tape: Install tape 6 inches to 12 inches above pipe along
the entire length of pipe.
02732.4

D Insulated Locating Wire: Install continuous locator wire fixed to the pipe
along the entire length of the pipe. The locator wire shall be accessible
above ground at one thousand feet (1,000) intervals and shall be
protected by a metal cleanout box or cathodic test station.
3.06 SETTING OF VALVES AND VALVE BOXES
A. Valves and Valve Boxes: Install where shown or directed and set plumb.
Valve boxes shall be centered on the valves. Boxes shall be installed
over each outside gate valve. Where feasible, valves shall be located
outside the area of roads and streets. Earth fill shall be carefully tamped
around each valve box to a distance of 4 feet on all sides of the box, or to
the undisturbed trench face if less than 4 feet. Valve cover shall be cast
with "SEWER" on top. A concrete collar must be installed with all valve
boxes in unpaved areas.
B Valves after delivery shall be drained to prevent freezing and shall have
the interiors cleaned of all foreign matter before installation. Stuffing
boxes shall be tightened and the valve shall be fully opened and fully
closed to insure that all parts are in working condition.
3.07 RESTRAINING/BLOCKING: The plugs, caps, tees and bends deflecting
22-1/2 degrees or more either vertically or horizontally on force mains 4-
inches in diameter or larger shall be provided with thrust blocking or
"Megalug" retainer gland at each joint installed per manufacturer's
requirements. Blocking shall be placed between solid ground and the
fitting to be anchored. Unless otherwise indicated or directed, the base
and thrust bearing sides of the thrust blocks shall be poured directly
against undisturbed earth. The sides of thrust blocks not subject to thrust
may be poured against forms. The area of bearing shall be as shown on
the plans or as directed. Blocking shall be placed so that the fitting joints
will be accessible for repair. Steel rods and clamps shall be type 316
stainless steel or better.
3.08 HYDROSTATIC TESTS
A General: Where any section of a sewer line is provided with concrete
thrust blocking the hydrostatic test shall not be made until at least 5 days
after installation of the concrete thrust blocking unless otherwise
approved. The method proposed or disposal of wastewater from
hydrostatic tests and disinfection shall be submitted to the Owner prior to
performing hydrostatic tests. Use clean potable water for all testing of
lines.
B. Pressure Test: Pressure test in strict conformance with AWWA C600,
Section 4.1 and AWWA Manual of Practice for M23. For purposes of
02732.5
28

testing, working pressure shall be 100 psi and test pressure shall be 160
psi.
C Leakage Test: Test for leakage concurrent with the pressure test and in
strict conformance with AVWVA C600, Section 4.2 and AVWVA Manual of
Practice M23. Remedy all visible leaks and locate and repair leakage in
lines which exceed the specified amounts
3.09 FIELD QUALITY CONTROL
A. Field inspection, sampling and testing will be performed per Owner's
instructions.
4.01 PAYMENT
A. Payment for this section shall be made based on the actual measurement
of work at the contract unit price.
02732
29

CALCULATIONS
for
Futch Creek Road #1o6, #io8
Wilmington, North Carolina
RECEIVEDIDENRIDWR
October 15rd, 2O1$ OCT 2 4 2018
Water Resources
`\\���i't Permitting Section
AR°ESS I
SEAL
n 032555 •
//ii 5 .D• GPti\\, 112 le,
/rrrrttttt+�‘`
O
er
Prepared By:
Intracoastal Engineering,PLLC
5725 Oleander Dr. Unit E-7
Wilmington, North Carolina 28403
9io-859-8983
PN 2018-003

Job No. Sh. Of
COECH.4
ENGINEERED SOLUTIONS Project
By Date
• Subject
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H ® FRICTION LOSS CHARACTERISTICS
uuuitei� PVC CLASS 315 IPS PLASTIC PIPE
(1120, 1220) SDR 13.5 C = 150
PSI loss per 100 feet of pipe (PSI/100 FT)
Sizes 1/2" thru 6"
Flow GPM 1 thru 600
SIZE 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" SIZE
OD 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.500 6.625 OD
ID 0.716 0.894 1.121 1.414 1.618 2.023 2.449 2.982 3.834 5.643 ID
WALL 0.062 0.078 0.097 0.123 0.141 0.176 0.213 0.259 0.333 0.491 WALL
THK THK
LI: Oar� d�vi SW d1 Oi n Oi `‘):!4. wit; d Oft �aOtt 'aii
[iceOft d OLL dE OLL
1 0.79 0.22 0.51 0.07 0.32 0.02 0.20 0.01 0.15 0.00 1
2 1.59' 0.78 1.02 0.27 0.64 0.09 0.40 0.03 0.31 0.01 0.19 0.00 2
3 2.38 1.65 1.53 0.56 0.97 0.19 0.61 0.06 0.46 0.03 0.29 0.01 0.20 0.00 3
4 3.18 2.82 2.04 0.96 1.29 0.32 0.81 0.10 0.62 0.05 0.39 0.02 0.27 0.01 4
5 3.97 4.26 2.55 1.45 1.62 0.48 1.02 0.16 0.77 0.08 0.49 0.03 0.34 0.01 0.22 0.00 5
6 4.77 5.97 3.06 2.03 1.94 0.67 1.22 0.22 0.93 0.11 0.59 0.04 0.40 0.02 0.27 0.01 6
7 5.57 7.95 3.57 2.70 2.27 0.90 1.42 0.29 1.09 0.15 0.69 0.05 0.47 0.02 0.32 0.01 7
8 6.36 10.18 4.08 3.45 2.59 1.15 1.63 0.37 1.24 0.19 0.79 0.06 0.54 0.03 0.36 0.01 8
9 7.16 12.66 4.59 4.30 2.92 1.43 1.83 0.46 1.40 0.24 0.89 0.08 0.61 0.03 0.41 0.01 9
10 7.95 15.38 5.10 5.22 3.24 1.74 2.04 0.56 1.55 0.29 0.99 0.10 0.68 0.04 0.45 0.01 0.27 0.00 10
11 8.75 18.35 5.61 6.23 3.57 2.07 2.24 0.67 1.71 0.35 1.09 0.12 0.74 0.05 0.50 0.02 0.30 0.01 11
12 9.55 21.56 6.12 7.32 3.89 2.43 2.44 0.79 1.87 0.41 1.19 0.14 0.81 0.05 0.55 0.02 0.33 0.01 12
14 11.14 28.69 7.14 9.74 4.54 3.24 2.85 1.05' 2.18 0.54 1.39 0.18 0.95 0.07 0.64 0.03 0.38 0.01 14
16 12.73 36.74 8.16 12.47 5.19 4.15 3.26 1.34 2.49 0.70 1.59 0.23 1.08 0.09 0.73 0.04 0.44 0.01 16
18 14.32 45.69 9.18 15.51 5.84 5.16 3.67 1.67 2.80 0.87 1.79 0.29 1.22 0.12 0.82 0.04 0.49 0.01 18
20 15.91 55.54 10.20 18.86 6.49 6.27 4.08 2.03 3.11 1.05 1.99 0.35 1.36 0.14 0.91 0.05 0.55 0.02 20
22 17.50 66.26 11.23 22.50 7.14 7.48 4.48 2.42 3.42 1.25 2.19 0.42 1.49 0.17 1.00 0.06 0.61 0.02 22
24 19.10 77.84 12.25 26.43 7.79 8.79 4.89 2.841 3.74 1.47 2.39 0.50 1.63 0.20 1.10 0.08 0.66 0.02 24
26 13.27 30.65 8.44 10.19 5.30 3.29 4.05 1.71 2.59 0.58 1.76 0.23 1.19 0.09 0.72 0.03 26
28 14.29 35.16 9.09 11.69 5.71 3.78, 4.36 1.96 2.79 0.66 1.90 0.26 1.28 0.10 0.77 0.03 0.35 0.00 28
30 15.31 39.95 9.74 13.29 6.12 4.29 4.67 2.231 2.991 0.75 2.04 0.30 1.37 0.11 0.83 0.03 0.38 0.01 30
35 17.86 53.15 11.36 17.68 7.14 5.71 5.45 2.96 3.48 1.00 2.38 0.39 1.60 0.15 0.97 0.04 0.44 0.01 35
4012.98 22.64 8.16 7.31 6.23 3.80 3.98 1.28 2.72 0.51 1.83 0.19 1.11 0.06 0.51 0.01 40
45 14.61 28.15 9.18 9.10 7.01 4.72 4.48 1.59 3.06 0.63 2.06 0.24 1.24 0.07 0.57 0.01 45
50 16.23 34.22 10.20 11.06 7.79 5.74 4.98 1.94 3.40 0.76 2.29 0.29 1.38 0.09 0.64 0.01 50
55 17.85 40.83 11.22 13.19 8.57 6.85 5.48 2.31 3.74 0.91 2.52 0.35 1.52 0.10 0.70 0.02 55
60 19.48 47.97 12.24 15.50 9.35 8.04 5.98 2.71 4.08 1.07 2.75 0.41 1.66 0.12 0.76 0.02 60
65 13.26 17.97 10.13 9.33 6.48 3.15 4.42 1.24 2.98 0.48 1.80 0.14 0.83 0.02 65
70 14.28 20.62 10.90 10.70 6.97 3.61 4.76 1.42 3.21 0.55 1.94 0.16 0.89 0.02 70
75 15.30 23.43 11.68 12.16 7.47 4.10 5.10 1.62 3.44 0.62 2.08, 0.18 0.96 0.03 75
80 16.32 26.40 12.46 13.71 7.97 4.62 5.44 1.82 3.67 0.70 2.22 0.21 1.02 0.03 80
85 17.34 29.54 13.24 15.33 8.47 5.17 5.78 2.04 3.89 0.78 2.35 0.23 1.08 0.04 85
90 18.36 32.84 14.02 17.05 8.97 5.75 6.12 2.27 4.12 0.87 2.49 0.26 1.15 0.04 90
95 19.38 36.30 14.80 18.84 9.47 6.35 6.46 2.51 4.35 0.96 2.63 0.28 1.21 0.04 95
100 15.58 20.72 9.96 6.99 6.80 2.76 4.58 1.06 2.77, 0.31 1.28 0.05 100
110 17.14 24.72 10.96 8.34 7.48 3.29 5.04 1.26 3.05 0.37 1.40 0.06 110
120 18.70 29.04 11.96 9.79 8.16 3.87 5.50 1.48 3.33 0.44 1.53 0.07 120
130 12.96 11.36 8.84 4.48 5.96 1.72 3.60 0.51 1.66 0.08 130
140 13.95 13.03 9.52 5.14 6.42 1.97 3.88 0.58 1.79 0.09 140
150 14.95 14.81 10.20 5.84 6.88 2.24 4.16 0.66 1.92 0.10 150
160 15.95 16.69 10.88 6.59 7.34 2.53 4.44 0.74 2.04 0.11 160
170 16.94 18.67 11.56 7.37 7.79 2.83 4.71 0.83 2.17 0.13 170
180 17.94 20.75 12.24 8.19 8.25 3.14 4.99 0.93 2.30 0.14 180
190 18.94 22.94 12.92 9.05 8.71 3.47 5.27 1.02 2.43 0.16 190
200 19.93 25.23 13.60 9.95 9.17 3.82 5.55 1.12 2.56 0.17 200
225 15.30 12.38 10.32 4.75 6.24 1.40 2.88 0.21 225
250 17.00 15.05 11.47 5.77 6.93 1.70 3.20 0.26 250
275 18.70 17.95 12.61 6.89 7.63 2.03 3.52 0.31 275
300 13.76 8.09 8.32 2.38 3.84 0.36 300
325 14.91 9.39 9.02 2.76 4.16 0.42 325
350 16.05 10.77 9.71 3.17 4.48 0.48 350
375 17.20 12.23 10.40 3.60 4.80 0.55 375
400 18.35 13.79 11.10 4.06 5.12 0.62 400
425 19.49 15.42 11.79 4.54 5.44 0.69 425
450 12.49 5.05 5.76 0.77 450
475 13.18 5.58 6.08 0.85 475
500 13.87 6.14 6.40 0.94 500
550 15.26 7.32 7.04 1.12 550
600 16.65 8.60 7.68 1.31 600
Note: Shaded areas of chart Indicate velocities over 5'per second.Use with Caution.
3