SW8021021_COMPLIANCE_20150908

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
OMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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A,n-WA
s
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 8, 2015
Mr. Frederick R. Fischer, General Partner
Frederick R. Fischer, Family Limited Partnership
111 Point of View Dr.
Mooresville, NC 28117
And
Mr. Jonathan Popkin, Manager
Boomtown Properties, LLC
PO Box 1414
Jacksonville, NC 28541-1414
Donald van der Vaart
Secretary
Subject: Notice of Inspection — Not Compliant
Dollar General — Sneads Ferry, State Stormwater Permit No. SW8 021021
Onslow County
Dear Mr. Fischer and Mr. Popkin:
On September 8, 2015, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) conducted a file review inspection of the subject project located at 2027 Highway
172 in Sneads Ferry, Onslow County to determine the status of compliance with the associated State
Stormwater Management Permit. DEMLR file review revealed that the site does not appear to be in
compliance with the terms and conditions of this permit. Please find a copy of the completed forms
entitled "Compliance Inspection Report" attached to this letter, which summarizes the findings of the
recent inspection. As indicated in the attached inspection reports, the following deficiencies must be
resolved:
Permit Conditions 11.9, 11.11, and I ll.1: According to the Onslow County GoMap website and tax
records, it appears that the property associated with this permit, 2027 Highway 172 in Sneads
Ferry, has been sold to Boomtown Properties, LLC. Additionally, it seems that a separate
permit has been issued for the Dollar General for a lot down the street from the site. Per the
aforementioned permit conditions, a request must be submitted to the Division to transfer the
ownership of the permit and to change the name of the project, as applicable. Please note that
in order the transfer the permit, the project must be found in compliance with the permit.
Once the permittee, Frederick R. Fischer Family Limited Partnership, confirms the project is compliant
with the permit, please submit the appropriate Name/Ownership change form available on our website
at: http://Portal.ncdenr.orq/web/lr/state-stormwater-forms docs along with the documentation necessary
to transfer the permit to the new owner. Please note that the "HOA Name/Ownership Change Form" is
only for use by permittees that have developed their project under the Planned Community Act. The
other "Name/Ownership Change Form" is for all other projects planning to change the name of the
project or transferring their permit to the new owner of the project. Once the proposed permittee
receives the transfer documents with all the necessary paperwork and all the criteria in the form are
met, the proposed permittee must choose one of the options below:
a. Option 1: The new owner accepts the transfer of the current permit. Please note that the first
transfer is free and the permit conditions remain the same as when the permit was originally
issued under 15A NCAC 2H .1005 effective September 1, 1995, which is commonly referred to
as the 1995 Coastal Rules.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] I Fax: [phone] • Internet: http:/Ipo0al.ncdenr.or, /web/Ir/

State Stormwater Permit SW8 021021
September 8, 2015
b. Option 2: If the new owner refuses the current permit then they will have to apply for
their own permit. If they do not apply for a permit they will be issued a Notice of Violation
(NOV) including possible fines for owning and operating a treatment system and
discharging to surface waters without a permit. This option will not be advantageous to
the new owners because the new permit will be issued under the 2008 Coastal
Stormwater Rules (Session Law 2008-211) unless a vested right is presented which
allows the project to be reviewed under the 1995 Coastal Rules. However, keep in mind
that vested rights are not granted to sites that are in violation. This means the
stormwater control measure must be redesigned according to the standards in Session
Law 2008-211 and the latest version of the Stormwater Best Management Practices
(BMP) manual. As a result, changes in permit conditions and technical changes, such
as the increase in the design storm from 1.0 to 1.5 inches, may require significant and
costly physical changes to the BMPs currently serving the projects. All costs associated
with the permit application, the possible NOV, the design and the construction for
changes to the ponds will be the sole responsibility of the new owners.
Please inform this Office in writing before October 12, 2015, of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies. Failure to provide
the requested information, or to respond to this letter by the due date, may initiate enforcement
action including the assessment of civil penalties of up to $25,000 per day. If a written plan of
action is not submitted to this office by October 12, 2015 then DEMLR staff will re -inspect the
site and issue a Notice of Violation.
If you have any questions, please contact me at the Wilmington Regional Office, telephone
number (910)-796-7215 or via email at [e-mail].
Sincerely,
CL='a
Christine Hall
Environmental
Enc:
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j6 GDSlcan:
cc:
Engineer
Compliance Inspection Report
%StormwaterTermits & Projects120021021021 HD12015 09 CEI_cleficient 021021
Georgette Scott, Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater File
Page 2of2

Compliance inspection Report
Permit: SW8021021 Effective:05116/03 Expiration: 05/16/17
Project: Dollar General Sneads Ferry
Owner: Frederick R Fischer Family Limited Partnership
County: Onslow Adress: 2027 Highway 172
Region: Wilmington
Contact Person: Frederick R Fischer
Directions to Project:
Hwy 172 (Four Corners) Sneads Ferry, NC, Onslow Co.
Type of Project: State Stormwater - HD - Other
Drain Areas: 1 - (Everett Creek) (03-05-02) ( SA;HOW)
On -Site Representative(s):
Related Permits:
CitylStatolZip: Sneads Ferry NC 28460
Title: General Partner Phone:
Inspection Date: 09/08/2015 EntryTime: 03:00PM
Primary Inspector: Christine A Hall
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 03:30PM
Phone: [phone]
Inspection Type: Compliance Evaluation
page: 1

.I
Pennitc SW8021021 Owner - Project: Frederick R Fischer Family Limited Partnership
Inspection Date: 09108/2015 Inspection Type Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Per Permit Conditions 11.9, 11.11, and Ill.1, a request must be submitted to the Division to transfer the ownership of the
permit and to change the name of the project, as applicable.
File Review Yes No NA NE
Is the permit active? 0 ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ n ❑
Comment:
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ 0 ❑ ❑
Comment: According to the Onslow County GoMap website and tax records, it appears that the property
associated with this permit. 2027 Highway 172 in Sneads Ferry, has been sold to Boomtown^
Properties, LLC. Additionally, it seems that a separate permit has been issued for the Dollar General
for a lot down the street from the site.
page: 2

State Stormwater Inspection Report
GpnAral
Project Name: OJ a �f
Permit No: SW8 OZA ()2,1
Expiration Date:
Contact Person:
Phone Number:
Inspection Type:
Inspection Date:
Time In;
Time Out: i
Current Weather: Uu
Recent Rain (Date)?
Rain — in
Location
Facility Address / Location:
City: Zip: County: Lat: "N Long: - "W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule
1995 Coastal Rule
2008 Coastal Rule Session Law 2006-246
0o Creek
High Quality Waters
Outstanding Resource Waters
Density (circle one):
High (HD Low (LD)
Stormwater Best Management Practices (BMPs) (insert
number of each):
1—Wet Ponds
Infiltration Basins
Infiltration Trenches
LD Swales Stormwater Wetlands
Dry Ponds
Bioretention
Permeable Pavement
Sand filters (circle one) Open Closed
Cistern
Level Spreader/Filter Strip
Other (specify):
File Raview
Yes No NIA N/E
Is the permit active?
i
Signed Engineer's Certification on file?
Signed Operation and Maintenance agreement on file?
4 Recorded Deed Restrictions on file?
Site Visit- Built tlnnn Aron (RIIA) Yes No NIA N1E
5. BUA is constructed and consistent with the permit requirements?
6. BUA (aspermitted) is graded such that the runoff drains to the system? (high density only)
7. Draina e area is consistent withpermit? (i.e. no un ermitted drainage to the SW BMPs)
8. Drainage area is stabilized? (to reduce risk of sedimentation to the SW BMPs)
Site Visit: Stormwater BMPs Yes No N/A NIE
9. Stormwater BMPs are located per the approvedplan,,?
10, Stormwater BMPs have dimensions (e . length, width, area) matching the a roved Tans?
11. Stormwater BMPs are constructed er the approvedplans?
Site Visit: Operation and Maintenance Yes No NIA NIE
12. Access points to the site are clear and well maintained?
r
13. Trash has been removed as needed?
14. Excessive landscape debris (grass clippings, leaves, etc) is controlled?
15, Stormwater BMPs being operated and maintained as per the permit requirements?
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 — present only)
Site Visit: Other Permit Conditions Yes No NI NIE
17. Is the site compliant with other conditions of thepermit?
Site Visit: Other Water Quality Issues Yes No N/A NIE
18. Is the site compliant with other water quality issues as noted during the inspection?
State Stormwater tnspection Report, Version 3.0_3-09 Page 1 of 2

State Stormwater inspection Report
Inspection PICtUreS (some of the pictures taken during the site visit)
Compliance Status / \ Compliant 0 Nan -Compliant
Letter Sent (circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: Reference Number:
Inspector Name and Signature: "' .,j Date: ��z
7411
State Stormwater Inspection Report, Version 3.0_3-09 Page 2 of 2

Central Files: APS _,_, SWP
121312015
Permit Number SW8021021 Permit Tracking Slip
Program Category Status Project Type
State SW Active Minor modification
Permit Type Version Permit Classification
State Stormwater 1.10 Individual
Primary Reviewer
steven.pusey
Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Dollar General Sneads Ferry Minor Wilmington
Location Address County
2027 Highway 172 Onslow
Facility Contact Affiliation
Sneads Ferry NC 28460
Owner
Owner Name Owner Type
Frederick R Fischer Family Limited Partnership Nan-Govemment
Owner Affiliation
Frederick R. Fischer
111 Point Of View Dr
Dates/Events Mooresville NC 28117
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/16/2003 10/5/2015 12/3/2015 12/3/2015 5/16/2017
Regulated Activities Requested /Received Events
State Stormwater- HD - Other Deed restriction requested
I
Deed restriction received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

l !,:, C - "'J" -

Compliance Inspection Report
Permit: SW8021021 Effective:05116/03
Project: Dollar General Sneads Ferry
Owner: Frederick R Fischer Family Limited Partnership
County: Onslow
Region: Wilmington
Contact Person: Frederick R Fischer
Directions to Project:
Hwy 172 (Four,Corners) Sneads Ferry, NC, Ons€ow Co.
Expiration: 05/16/17
Type of Project: State Stormwater - HD - Other
Drain Areas: 1 - (Everett Creek) (03-05-02) ( SA;HQW)
On -Site Representative(s):
Related Permits:
Adress: 2027 Highway 172
CityJState/Zip: Sneads Ferry NC 28460
Title: General Partner Phone:
Inspection Date: 12/02/2015 Entry Time: 10:00AM
Primary Inspector: Steven G Pusey
Secondary Inspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Exit Time: 10:30AM
Phone:
Inspection Type: Compliance Evaluation
page: 1

Permit: SW8021021 Owner - Project: Frederick R Fischer Family Limited Partnership
Inspection Date: 12102/2015 Inspection Type Compliance Evaluation Reason for Visit: Follow-up
Inspection Summary:
This site meets the minimum requirements of the permit.
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the tile?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment:
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment:
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment:
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Are the SW BMP inspection and maintenance records complete and avai#able for review or provided to
DWQ upon request?
Comment:
Yes No NA NE
0 ❑ ❑ ❑
® ❑ ❑ ❑
® ❑ ❑ ❑
❑ ❑®❑
Yes No NA NE
®❑❑❑
® ❑ ❑ ❑
® ❑ ❑ ❑
Yes No NA NE
®❑❑❑
®❑❑❑
® ❑ ❑ ❑
Yes No NA NE
®❑❑❑
❑❑❑®
page: 2

Compliance Inspection Report
Permit: SW8021021 Effective:05116/03 Expiration: 05/16/17
Project: Dollar General Sneads Ferry
Owner: Frederick R Fischer Family Limited Partnership
County: Onslow Adress: 2027 Highway 172
Region: Wilmington
Contact Person: Frederick R Fischer
Directions to Project:
Hwy 172 (Four Comers) Sneads Ferry, NC, Onslow Co.
Type of Project: State Stormwater - HD - Other
Drain Areas: 1 - (Everett Creek) (03-05-02) ( SA;HQW)
On -Site Representative(s):
Related Permits:
City/State/Zip: Sneads Ferry NC 28460
Title: General Partner Phone:
Inspection Date: 09/08/2015 Entry Time: 03:OOPM
Primary Inspector: Christine A Hall
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ® Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Exit Time: 03:30PM
Phone: [phone]
Inspection Type: Compliance Evaluation
page: 1

Permit: SW8021 C21 Owner - Project: Frederick R Fischer Family Limited Partnership
Inspection bate: 09/08/2015 Inspection Type Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Per Permit Conditions 11.9, 1111, and II11, a request must be submitted to the Division to transfer the ownership of the
permit and to change the name of the project, as applicable.
File Review
Yes No NA NE
is the permit active? ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ® ❑ ❑ ❑
Signed copy of the Operation & Mainlenance Agreement is in the file? ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ❑
Comment:
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ 91❑ ❑
Comment: According to the Onslow County GoMag website and tax records, it appears that the property.
associated with this permit, 2027 Highway 172 in Sneads Ferry., has been sold to Boomtown
Properties LLC. Additionally, it seems that a separate permit has been issued for the Dollar General
for a lot down the street from the site. ^
page: 2

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
October 21, 2002
NOTICE OF VIOLATIONS OF THE t!(,
SEDIMENTATION POLLUTION CONTRO1,AC� 0DwQ 2��2
CERTIFIED MAIL 7001 1140 0002 1286 6168 Ada
RETURN RECEIPT REQUESTED
DG Holdings, LLC
Mr. T.Cooper James
P.O. Box 10325
Greensboro NC 27404-0325
Project Name: Dollar General Site
Project No: ON-03106
Onslow County
Dear Mr. James:
On October 16, 2002, personnel of this office inspected a project located Highway 172(4 corners-
Sneads Ferry) in Onslow County, North Carolina. This inspection was performed to determine compliance with
the North Carolina Sedimentation Pollution Control Act of 1973. The inspection revealed a land -disturbing
activity of approximately 1.09 acres being conducted. -
It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The
purpose of this letter is to inform you that this activity was found to be in violation of the Act, NCGS 1 13A-50
to 66, and Title 15A, North Carolina Administrative Code, Chapter 4. If you feel that you are not responsible
for the following violations, please notify this office immediately.
The violations that were found are:
Failure to file an erosion and sedimentation control plan with this office at least 30 days prior to
beginning a land -disturbing activity on a tract comprising more than one acre, when more than one acre
is to be uncovered, failure to secure this office's prior approval of the plan for any land -disturbing
activity prior to beginning the land -disturbing activity. NCGS. 113A-54(d)(4), G. S. 113A-57(4) and
15A NCAC 4B.0007(c).
Land disturbance is greater than one acre without submitting an erosion and sedimentation plan
application and obtaining approval of this application.
An acceptable erosion and sedimentation control plan must be filed with and approved by this office
and implemented on the site sufficient to prevent off -site sedimentation. Until the required plan has
been approved, temporary measures must be provided immediately to control erosion and prevent
sedimentation damage. Any additional land -disturbing activities conducted without an approved erosion
and sedimentation control plan will constitute additional violations of the Act. We will notify you
following our review of the plan if additional measures are required.
127 Cardinal Drive Extension, Wilmington, N.C. 28405.3845 0 Telephone [phone] • fax [phone]
An Equal opportunity Affirmative Action Employer

Mr. T. Cooper James
October 21 ; 2002
Page Two
To correct these violations, you must:
1. Please submit an erosion and sedimentation control plan. No further land disturbance shall take
place without an approved plan.
Please note that merely planting grass seed does not satisfy the requirements of "vegetative cover"
or of "ground cover sufficient to restrain erosion." These requirements are not satisfied until a standing cover
of grass or other ground cover is established which is, in fact, sufficient to restrain accelerated or man-made
erosion.
Please be advised that if you fail to respond to this notice or if these violations are not corrected within
30 days of receipt of this notice, the Director, Division of Land Resources, will be requested to take
appropriate Yegal action against you pursuant to NCGS 1 13A-64. That action could be the assessment of a
civil penalty and the amount may be up to $5000 per day for each day of the violation. The penalty may be
assessed from the date of the violation, NCGS 11 3A-61 (a) (1 ). If these violations are corrected within the
time period specified for compliance, no further legal action will be pursued.
Please be advised that any new land -disturbing activity associated with this project must not begin until
the area presently disturbed is brought into compliance with the Act. When corrective actions are complete,
you should notify this office so the work can be inspected. You should not assume that the property is in
compliance with the Act until we have notified you. After installation, all erosion control measures must be
maintained in proper working order until development is complete and the site is completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the Act. Copies of the
relevant statute and administrative rules may be examined at this office or will be sent to you upon request.
Should you have questions concerning this Notice or the requirements of the Act, please contact either Laurie
Munn or me at your earliest convenience.
Please do not hesitate to contact me regarding any questions you might have about this matter.
Sincerely,
Daniel Sams, P.E., M.E.
Regional Engineer
DES/1bfr
CV. Sedimentation Specialist
WiRO-LOS
OW Supervisor-WiRO L_
Enclosure: Inspection Report

M r 0 0 J
N-.
... .. ..... .
'NORTH CES. -'!`a-Y
'39 "dihal D,A,�'J 1, 1, LAND QUALITY SECTION lj�,Icq, 3,(910)'395 001,17
CoUnty `Project -`-'- VZZA-
.
P.
on do ^v '-6 —
.,Person Financially Respible: s
Acicliess:_A Q 00 J
-�ictures:,No El, 'Yes a e 1: Project Lo�aiio� P�mg- 11 "Slid Nit
al
Weather and Soil Condit ns (Z,
3. Is site currently under notice of violation Yes No -0
No. �k site A the 11, Yes El 4 Is the
in compliar.ice with S P C and rules !r If no, cheek �-violaii6i�is'bcl�
5. Violations*
'G.S a. El inadequate No approved plaiiA 13A-57(4)-an'd-15A NCAC 04 buffer 13A57(l) -' u er zone,',,
'57(2
• El c. -&Failure to s6bmit'revi�edplaini'G.S. 11 3A -54. 1 (b) and icir 15A NCAC:04B.01
Cl b. Failure'to follow approved plan, G.S.'l 13A-61.1 -'0 h.. Grade . d slcIpes;and ,tllls,ici
steep, 24 �(Oii)
'15ANCAC 04B.0118(a)0 i. Unprot6cted cxp&ed'slo0esj.G:S.'- I 13A-57(.2)
0 d. Failure to provide adequate groundcover, G.S. 13A-57(3) and'*-' - 0 j. Failure 'to, ma,intain erosion control measures
5ANCAC 046tb.107(b)or 15A NCAC 04B.0124(e) , 15A'NCAC 04B.01 13
0 e. Insufficient measures
uies to retain sediment on sitc,'G.S. 1 13A 57(3) 0 k. Other{
describe)
0 f Failure to take al'P"reasonable measures, 15A NCAC 0413.0 105
6. Potential NPDES Permit ViolationxLlyes 0 No Describe
7. Has sedimentation damage occurred since last insAlcti6l? Yes 0 If yes, where? (check all that apply): ;.No
Lake/natural watercourse on the tract 0. Lake/natural watercourse off the tract pioperty'EJ.--- Description:
Degrccofdamage: Slight 0 Moder to 0 Severe, 0
.7
8. Contact made with ('Name) Title
Inspection Report given 13 or sent 2"' to Person Financially Responsible Date given/sent
9. Corrective actions needed:
e--
-
cc.

Dollar General
Onslow
5/16/02
Comments:
I took measurements of a new building. The front parking area was paved and there was a storm
water pond in the rear of the building. I noticed the Lox Construction emblem on a truck and
they were the contractor according to the posted building permit. So, I met with Mr. Calhoun. I
introduced myself and told him I was performing an inspection. I talked about Sedimentation
Pollution Control Act rules. Mr. Calhoun told me the building was constructed in six weeks and
the survey measurements were roughly 120' by 388'. He said the landscapers were coming in
next week.
We discussed the drainage plans. He built the storm water'pond to capture the water and keep it
from running off onto the adjacent lot that is lower. The parking area was sloped to an inlet. A
buried pipe carried the water to the storm pond. He was going to construct a swale to capture
water from the other side of the building. This water flowed over a rip rap lined channel before
entering the pond. The pond had flooded. He planned to enlarge the pond so that all the water
could be captured and the road behind the site would not be eroded.
I told Mr. Calhoun the site measured 1.25 acres. He showed me the property lines. I showed
him where the limits of disturbance exceeded the property line. He estimated the disturbed area
was 15' over the property line and said the adjacent property owner did it. The adjacent lot was
partially disturbed. He thinks the lots on both sides of him will be developed soon. Dollar
Generals are being permitted in other areas of Southeast North Carolina.

WET DETENTION POND ANALYSIS
FILE NAME
PROJECT #: SW8 021021
PROJECT NAME: Dollar General
G: IDATAIW P DATAIW QSl P O N D1021021. W K 1
REVIEWER: Laurie Munn
DATE: 03-Apr-03
Receiving Stream: Everett Creek Class: SA
Drainage Basin: White Oak Index No. *19-32
Site Area 1.08 acres
Drainage Area 47044 80; square feet Area in Acres 1.08
IMPERVIOUS AREAS Rational C
8000.00 square feet 0.95
958.00 square feet 0.95
15023.00 square feet 0.95
square feet
square feet
square feet
TOTAL ;.,..,.398 square feet Rational Cc= 0.58
SURFACE AREA CALCULATION
% IMPERVIOUS 50.97%
Des. Depth 3
TSS: 90
SAIDA Ratio 5.74%
Req. SA 2699 sf
Prov. SA 3362: sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?*
Des. Storm
:::::«1,:00>':
inches
Rv=
0.509
Bottom
93 msl
Perm. Pool
06 00< msl
Design Pool
96.7 msl
Storage met @elev 96.50 msl
Req. Volume :s95:>;cf
Vol. Prov. at DP 2T87 cf
ORIFICE CALCULATION
FOREBAY
Perm. Pool Volume=
6568
Req. Forebay Volume=
1313.6
Provided Volume=
1230.00
Percent='$
?°o;
Elevation Area
Inc. Vol. Acc. Vol.
96.00 3362.00
0.00 0.00
96.69 4600.00
2746.89 2746.89
Avg. Head =
0.33 ft
Q2 Area =
0.60
sq. inches
Flow Q2, cfs
0.012 cfs
Q5 Area =
0.24
sq. inches
Flow Q5, cfs
0.005 cfs
Orifice Area
0.44
sq. inches
No. of Orifices
........,.. 1'
Q=
0.009
cfs
Diameter, inches
0 75
weir H x W
:,
in
x
in
Drawdown
days
Surface Area a@DP =
4600 sq. ft.
Falling Head Drawdown =
5.2 days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines.

WET POND REOUIREMENiTS
T �r
DRAINAGE AREA = ACRES / SF 1.08 ACRES/47,045 SQUARE FEF„,
sEXISTING IMPERVIOUS AREA IN SQUARE -FEET:
ON -SITE BUILDINGS = 8,000 SF '
ON -SITE STREETS = 0 SF '
ON -SITE PARKING = 15,023 SF r # .•'O
ON -SITE SIDEWALKS = 958 SF
F
••NC�GNE�;••��
F.
TOTAL — 23,981 SF
PERCENT IMPERVIOUS (I) - 23,981/47,045 = 51 %
THEREFORE USE = 60 %
POOL DEPTH -- 3.0'
TSS = 90% (Therefore NO filter is required)
SA/DA °/► — 7% _ (0.070)
MINIMUM REQUIRED SURFACE AREA AT PERMANENT POOL
= 0.070 x 1.08 ACRES = 0.0.0756 ACRES = 3,294 SQUARE FEET
MINIMUM REQUIRED VOLUME OF TEMPORARY POOL
(Simple Method -preferred by DWQ)
Rv=0.05+0.009(60)=0.59
VOLUME = (1" / 12 in/ft ) x 0.59 x 1.08 x 43,560 SF/ACRE = 2,313 CUBIC FEET
MINIMUM REQUIRED SURFACE AREA AT PERMANENT POOL = 3,294 SQ FT
= 0.070 x 1.08 ACRES = 0.0.0756 ACRES = 3,294 SQUARE FEET
MINIMUM REQUIRED VOLUME OF TEMPORARY POOL = 2,313 CF
VOLUME = {1" 1 12 in/ft ) x 0.59 x 1.08 x 43,560 SF/ACRE = 2,313 CUBIC FEET

! V akl' '
Tf)rA-r_-13ASfN SIZE
ELEVATION
IN FT.
AREA IN
SF.
AVERAGE
AREA IN SF
DEPTH IN
FEET
SUB -TOTAL
STORAGE
IN CF
TOTAL
STORAGE
IN CF
93
1,058
1,283
1
1,283
1,283
94
1,508
1,769
1
1,769
3,052
95
2,030
2,286
1
2,286
5,338
96
2,542
96.7
4600
6�1
7-bi7t l
C[,t rhl
K:9
NOTE; THE ABOVE DATA ARE ABSOLUTE VALUES TAKEN FROM 3-D COMPUTER
DRAWINGS Cc_� ) (` 5 0 9 s 1 312 . ! 0

FOREBAY DATA
ELEVATION
IN FT.
AREA IN
SF,
AVERAGE DEPTH IN
AREA IN SF FEET
SUB -TOTAL
STORAGE
IN CF
TOTAL
STORAGE
IN CF
93
69
165 1
165
165
94
261
393 1
393
558
95
525
672 1
672
1,230
96
820
TEMP
POOL
0.70 FEET
DEEP
TOTAL @ 96
3,360
3,980 0.70
2,786
2,786
96.7
4,600
-� �: -- Fi RF. BAY DATA40
TOTAL BASIN VOLUME 5 38 CUBIC FEET��
FOREBAY VOLUME REQUIRED = 20% THEREFORE
0.2 (5,338) µ 1.068 CUBIC FEET REQUIRED
ACTUAL FOREBAY VOLUME = 1,230 CUBIC FEET THEREFORE OK
NOTE; THE ABOVE DATA ARE ABSOLUTE VALUES TAKEN FROM 3-D COMPUTER
DRAWINGS
PERM POOL CALCULATIONS
SURFACE AREA PROVIDED FOR PP = 3,772 SQUARE FEET WHICH IS GREATER THAN

REQUIRED 3,294 SQUARE FEET AT ELEVATION OF 96.00'
(AREA AND VOLUME TAKEN FROM COMPUTER MODELING)
TEMP POOL CALCULATIONS
NEED AT LEAST 2,313 (USING COMPUTER MODELING DATA) CUBIC FEET OF STORAGE (2,313
3,362 = 0.69') THEREFORE USE 0.70'
SET ELEVATION OF TEMPORARY POOL @ = 96.00'}0.70'=96.70'
SURFACE AREA OBTAINED FROM COMPUTER MODELING EQUALS
3,362 SQUARE FEET @ ELEVATION OF 96.00'.
TOTAL VOLUME PROVIDED ABOVE PERM POOL = 2,786 CUBIC FEET WHICH IS GREATER THAN
THE REQUIRED AMOUNT OF 2,313 CUBIC FEET
ORIFICE SIZING
AREA OF 314" CIRCULAR 0111FICE = 0.0030679
AREA OF 1" CIRCULAR ORIFICE = 0.005454 FT
AREA OF 1.5" CIRCULAR ORIFICE = 0.012272 FT2
AREA OF 2" CIRCULAR ORIFICE = 0.021817 FT2
USE REQUIRED VOLUME OF TEMP POOL, NOT ACTUAL VOLUME
(USE 2,313 CF)
Q2 DAY = 2,313 _ 172800 = 0.0134 CFS (Flow rate required for a 2 day draw down)
Q11A1 = 2,313 _ 432000 = 0.0054 CFS (Flow rate required for a 5 day draw down)
CHOOSE A 3/4" CIRCULAR ORIFICE
HEAD ='/2 THE DEPTH OF TEMP. POOL OF (0.70 FEET) OR (0.35 FEET)
COEFFICIENT USED FOR ORIFICE ENTRANCE = 0.63
EQUATION USED Q = C* A(2GH)' Q= 0.63*0.0030679*(2*32.2*0.35) "' = 0.009176 CFS
Q=0.01787 CFS..........(0.0134>0.009176>0.0054) THEREFORE OK
THEREFORE .USE 3/4" ORIFICE

t
Perri -Lit No.
+ (to be provided bY DWO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ_Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
sncture details.
I. PROJECT INFORMATION
Project Name: �oL L (a'E,vEK�L ^ S TtC _..•. _
Contact Person: P� `' u vEyQ° Phone Number: ( Ua) 3 5-(-776/
For projects with multiple basins, specify which basin this worksheet applies to: 'C/;
elevations
Basin Bottom Elevation q�` ft. (floor of the basin)
Permanent Pool Elevation ! �'� ft. (elevation of the orifce)
Temporary Pool Elevation ft. (elevation of the discharge structure overfow)
areas
Permanent Pool Surface Area sq. ft. (water surface area at the orifice elevation)
Drainage Area 0 8 ac. (on -site and off -site drainage to the basin)
Impervious Area •s�ros ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAt
Diameter of Orifice
Design Rainfall
Design TSS Removal '-
-6, _ cu. ft.
cu. ft.
�13 Q cu. ft.
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area rario from DWQ table)
(2 to 5 day remporan pool draw -down required)
(minimum 85% required)
Form SIA'L:-102 Rev 3.99
Page 1 of 4

otCG
Footnotes:
t When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
Z In the 20 coastaJ counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal,
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a.
b.
C.
d,
e.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. if the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does
This system (check one) 0 does
7es not incorporate a vegetated filter at the outlet.
es not incorporate pretreatment other than a forebay.
Form S` U-10'_ Rev 3.99
Page 2 of 4

0 KG
.1 Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
i
When the permanent pool depth reads ?3. %5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
g 0
Permanent Pool Elevadon
/
Sediment Re oval El. 9J �Z'
Bottom EleGadoa
FOREBAY
/
Sediment Removal Elevation y3, 7.5 75%
----------------Bottom Elevation -
7506
9 3 0------- 25%
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the�basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical. .
Form SWt_i-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:
Title: (! e N rrrg I- �A+C7tit�
Address: Y 3! P2l f�, C 6co 01 a A/C -2Y,;/0
Phone:
Signature:
Date: qk`��
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
a Notary Public for the State of
County of , do hereby certify that 29�A
personally appeared before me this , Z& day of 4A&:z , a 063 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My coml7llssion expires %V�c ion E.yrmmi1'M
Form SWU-102 Rev 3.99 Page 4 of 4 -

WET POND REQUIREMENTS
DRAINAGE AREA = ACRES / SF 1.08 ACRES/47,045 SQUARE FE onmuk
EXISTING IMPERVIOUS AREA IN SQUARE FEET: OQ�A 5A
ON -SITE BUILDINGS = 8,000 SF c
ON -SITE STREETS = 0 SF
ON -SITE PARKING = 15,023 SF
ON -SITE SIDEWALKS = 958 SF
TOTAL — 23,981 SF '<F.
PERCENT IMPERVIOUS (1) = 23,981/47,045 = 51%
THEREFORE USE = 60 %
POOL DEPTH = 3.0'
TSS = 90% (Therefore NO filter is required)
SA/DA Rio = 7% _ (0.070)
MINIMUM REQUIRED SURFACE AREA AT PERMANENT POOL
= 0.070 x 1.08 ACRES = 0.0.0756 ACRES = 3,294 SQUARE FEET
MINIMUM REQUIRED VOLUME OF TEMPORARY POOL
(Simple Method -preferred by DWQ)
Rv = 0.05 + 0.009 ( 60 ) = 0.59
VOLUME = (1" / 12 in/ft) x 0.59 x 1.08 x 43,560 SF/ACRE = 2,313 CUBIC FEET
MINIMUM REQUIRED SURFACE AREA AT PERMANENT POOL = 3,294 SQ FT
= 0.070 x 1.08 ACRES = 0.0.0756 ACRES = 3,294 SQUARE FEET
MINIMUM REQUIRED VOLUME OF TEMPORARY POOL = 2,313 CF
VOLUME = (1" / 12 in/ft) x 0.59 x 1.08 x 43,560 SF/ACRE = 2,313 CUBIC FEET

TOTAL BASIN SIZE
ELEVATION
IN FT.
AREA IN
SF.
AVERAGE
AREA 1N SF
DEPTH IN
FEET
SUB -TOTAL
STORAGE
IN CF
TOTAL
STORAGE
IN CF
93
1,058
1,283
1
1,283
1,283
94
1,508
1,769
1
1,769
3,052
95
2,030
2,286
1
2,286
5,338
96
2,542
96.7
4600
NOTE; THE ABOVE DATA ARE ABSOLUTE VALUES TAKEN FROM 3-D COMPUTER
DRAWINGS

FOREBAY DATA
ELEVATION
IN FT.
AREA IN
SF.
AVERAGE
AREA IN SF
DEPTH IN
FEET
SUB -TOTAL
STORAGE
IN CF
TOTAL
STORAGE
IN CF
93
69
165
1
165
165
94
261
393
1
393
558
95
525
672
I
672
1,230
96
820
TEMP
POOL
0.70 FEET
DEEP
TOTAL a 96
3,360
3,980
0.70
2,786
2,786
96.7
4,600
FOREBAY DATA
TOTAL BASIN VOLUME = 5,338 CUBIC FEET
FOREBAY VOLUME REQUIRED = 20% THEREFORE
0.2 (5,338) = 1.068 CUBIC FEET REQUIRED
ACTUAL FOREBAY VOLUME = 1,230 CUBIC FEET THEREFORE OK
NOTE; THE ABOVE DATA ARE ABSOLUTE VALUES TAKEN FROM 3-D COMPUTER
DRAWINGS
PERM POOL CALCULATIONS
SURFACE AREA PROVIDED FOR PP = 3,772 SQUARE FEET WHICH IS GREATER THAN

REQUIRED 3,294 SQUARE FEET AT ELEVATION OF 96.00'
(AREA AND VOLUME TAKEN FROM COMPUTER MODELING)
TEMP POOL CALCULATIONS
NEED AT LEAST 2,313 (USING COMPUTER MODELING DATA) CUBIC FEET OF STORAGE (2,313
3,362 = 0.69') THEREFORE USE 0.70'
SET ELEVATION OF TEMPORARY POOL @ = 96.00'*0.70'=96.70'
SURFACE. AREA OBTAINED FROM COMPUTER MODELING EQUALS
3,362 SQUARE FEET @ ELEVATION OF 96.00'.
TOTAL VOLUME PROVIDED ABOVE PERM POOL = 2,786 CUBIC FEET WHICH IS GREATER THAN
THE REQUIRED AMOUNT OF 2,313 CUBIC FEET
ORIFICE SIZING
AREA OF 3/4" CIRCULAR ORIFICE = 0.0030679
AREA OF I" CIRCULAR ORIFICE = 0.005454 FT'
AREA OF 1.5" CIRCULAR ORIFICE = 0.012272 FT
AREA OF 2" CIRCULAR ORIFICE = 0.021817 FT'
USE REQUIRED VOLUME OF TEMP POOL, NOT ACTUAL VOLUME
(USE 2,313 CF)
Q2 nnr = 2,313 _ 172800 = 0.0134 CFS (Flow rate required for a 2 day draw down)
Q5DAN' = 2,313 _ 432000 = 0.0054 CFS (Flow rate required for a 5 day draw down)
CHOOSE A 3/4" CIRCULAR ORIFICE,
HEAD = %2 THE DEPTH OF TEMP. POOL OF (0.70 FEET) OR (0.35 FEET)
COEFFICIENT USED FOR ORIFICE ENTRANCE = 0.63
EQUATION USED Q = C* A(2GH)"' Q= 0.63*0.0030679*(2*32.2*0.35) v' = 0.009176 CFS
Q=0.01787 CFS..........(0.0134>0,009176>0.0054) THEREFORE OK
THEREFORE USE 3/4" ORIFICE

hghe�ME
8810 Emerald Drive, Emerald Isle, NG 28594 • [phone] Fax [phone]
% Linda Lewis/Laurie Munn
Wilmington Regional Office
North Carolina Department of Environmental Health
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Phone [phone]
10 APRIL 2003
REFERENCE: REQUEST FOR ADDITIONAL INFORMATION RESPONSE
(SW8 021021) DOLLAR GENERAL
Dear Ms. Munn:
ENCLOSED IS THE INFORMATION YOU REQUESTED
ITEM 1. The cover sheet (AS -BUILT DRAWING) shown that there are
no wetlands on site, top center of page.
ITEM 2. Please refer to Sheet S3 of 3. At the top center above
Section A -A. Wetland plants to be planted.
ITEM 3. A four foot high baffle will be constructed in the
middle of the permanent pool sixty-two (62') feet long.
This will increase the length of the travel to one
hundred fifty-four (154') feet long which will be
greater than the required one hundred fifty (150')
feet. (L:W) (3:1)(150': 50')
ITEM 4. All sections of the parking lot and concrete has been
dimensioned. Please see COVER SHEET (As -BUILT
DRAWING). The only problem was that there is no radius
at the entrance therefore I gave you dimensions every
five (5') feet.
ITEM 5. Thanks for the information about the size of the
forebay and permanent pool. I have also corrected the
heading from Total Basin Size to Main Basin Size.
ITEM 6. All reference to the depths have been changed from
93.75..to 93.00. The Operation and Maintenance Plan
also states that the depth shall be maintained at a
depth of three (3') feet.

ITEM 7. Thanks for the information. I have corrected the
drawings to reflect the data from the surveyor. His
stated diameter is eighteen (18") inches.
ITEM 8. A new DATA SHEET is included in the attached
information you are receiving, which covers this
request.
ITEM 9. Please check the drawings on sheet S2 of 3 which shows
the proposed contours, those of the pool, to be at
elevation 97 and the existing contours to be at
elevation 97 or higher. Also the cross sections of A -A
and B-B shows the proposed elevation from property line
to property line. Please note that the slope is to the
pool.
If you have any questions or if I can be of additional help
to you, please call me at 252-354-7761.
Sincerely,
�N CAPS
30S PH F. Di3NNEH00 PE/PLS �OQ;�oFESS74, ,`s►`
X03 d c SEAL
erg, 13301 ; o
;o
r '»

surer
8810 Emerald Drive, Emerald Isle, NC 28594 • (252).354.7761 Fax [phone]
DOLLAR GENERAL STORE
10 April 2003
DESIGN CRITIQUE FOR PUMP SELECTION
DISCHARGE RATE FROM ORIFICE @ 0.009176 CFS
4.12 GALLONS PER MINUTE
247 GALLONS PER HOUR
5930 GALLONS PER DAY
USING TEN (10) CYCLES PER DAY = (5930/10) = 596 GALLONS PER CYCLE
PROPOSED PUMP SELECTION GUESS 60 GALLONS PER MINUTE
AT 60 GALLONS PER MINUTE EACH CYCLE WOULD BE 10 MINUTES IN DURATION
PROPOSED DISCHARGE RATE OF 60 GALLONS PER MINUTE DETERMINE HEAD
LOSS USING 2" PVC PIPE
FIND EQUIVALENT LENGTH OF PIPE FOR MINOR HEAD LOSSES
1 EACH 2" 90 DEGREE BEND = 10 LF OF 2" PIPE
2 EACH 2" 45 DEGREE BENDS = 6 LF OF T PIPE
ACTUAL LENGTH OF 2" PVC PIPE = 415 FEET
TOTAL EQUIVALENT LENGTH OF 2" PVC PIPE = 431 FEET
PROPOSED DISCHARGE RATE = 60 GALLONS PER MINUTE
HEAD LOSS IN PIPE SYSTEM = 6.42 FEET PER HUNDRED FEET
= 28 FEET
DIFFERENT IN ELEVATION BETWEEN INLET AND OUTLET = 7 FEET
TDH = 35 FEET "
�, CARO
BASED UPON ABOV ,•.• • YERS ME 50 WOULD DO THE JOB
SEE ATTACHED PE 0 I �11 V AT 35 FEET HEAD AND 60 G/M

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within ? to 5 days as designed.
?. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
a. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 7590 of the original design depth (see diagram below), Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water qualitN'
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads /. 3• d feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3- C7 feet in the forebay, the sediment shall be removed,
Sccjmcot Re oval EL G
Sonom tale atioc
BASIL DIAGRAM
{fill in the blanks)
Permanent Pool Elevation
Sediment Remova] Elevad01, q3, Q l •.
------------------------------------ ; -------
Bonom Elevation 13'U
FOREBAY MAIN POND
5. Remove canails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm,
6 ff the basin must be drained for an emergency or to perform maintenance, the flushing of sedimM
through the emergency drain shall be minimized to the maximum extent practical,
- I— • n, n_. i AM P-top I rFr4

M A►//BAS1N SIZE
ELEVATION
IN FT,
AREA IN
SF.
AVERAGE
AREA IN SF
DEPTH IN
FEET
SUB -TOTAL
STORAGE
IN CF
TOTAL
-STORAGE
IN CF
93
1,058
1,283
1
1,283
1,283
94
1,508
1,769
l
1,769
3,052
95
2,030
2,286
1
2,286
5,338
96
2,542
96.7
4600
NOTE; THE ABOVE DATA ARE ABSOLUTE VALUES TAKEN FROM 3-D COMPUTER
DRAWINGS

ME SERIES
SINGLE SEAL EFFLUENT PUMPS
SPECIFICATIONS
EFFLUENT PUMPS - Pumps shall be F. E. Myers ME series effluent pumps selected in accordance
with the following design criteria:
Number of Pumps:
Primary Design Flow:
Primary Design Head:
Minimum Shut-off Head:
Motor Horsepower:
Motor Speed:
Electrical:
PIMP - The pump shall be designed to handle septic tank effluent and be capable of passing 3/4 inch
spherical solids. The pump shall be capable of handling liquids with temperatures to 140OF intermit-
tent and shall be capable of running dry without damage to the seals or bearings.
MOTOR - The pump motor shall be of the submersible type rated 1/3, 1/2, 3/4, 1, or 1-1/2 hp as
required. Motor shall operate at 3450 RPM and shall be for 115 volts (1/3 and 1/2 hp) or 230 volts
single phase, or 208, 230, 460, or 575 volts, 3 phase, 60 cycles. Single phase motors shall be of the
permanent split capacitor type with no relays or starting switches. Three phase motors shall be
squirrel cage induction type. Stator winding shall be of the open type with Class B insulation rated for
1300 C maximum operating temperature. The winding housing will be filled with clean dielectric oil to
lubricate bearings, seals, and transfer heat from the windings to the outer shell. The motor assembly
shall be of the standard frame design and shall be secured in place by four threaded fasteners allow-
ing for easy field servicability.
The motor shall be capable of operating over the full range of the performance curve without overload-
ing the motor and causing any objectionable noise or vibration. The common motor pump shaft shall
be of 416 stainless steel and shall be heat shrunk into the die cast motor rotor. The motor shall have
two bearings to support the rotor, an upper bearing, (sleeve type for 1/3 and 1/2 hp, ball type for
3/4, 1, and 1-1/2 hp) to accommodate radial loads and a lower ball bearing to take thrust and radial
loads. Ball bearings shall be designed for a B-10 life of 50,000 hours.
A heat sensor thermostat and overload shall be attached to the top end of the motor windings and
shall be wired in series with the windings to stop the motor if the motor winding temperature reaches
2660 F. The overload thermostat shall reset automatically when the motor cools to a safe operating
temperature. Three phase motors shall be protected by 3 leg overload relay in control box. Overload
shall be of the quick trip ambient compensated type and shall have manual reset button.
POVER-CORD - The motor power cord shall be SOW/SOWA. The cable jacket shall be sealed at the
motor entrance by means of a rubber compression washer and compression nut. A heat shrink tube
filled with epoxy shall seal the outer cable jacket and the individual leads to prevent water from enter-
ing the motor housing.
SHAFT SEALR The motor shall be protected by a rotating mechanical shaft seal. The seal shall have
carbon and ceramic seal faces lapped to a tolerance of one light band. Metal parts and springs for
seals shall be 300 series stainless steel.

ME Series
1/3 through 1-1/2 HP
Effluent Pumps
Uidiea m>flur�elers
A
B
C
F
Mw0i ser"
ME335 & 1 7_
14.7
4M
103
1213
373
I04
26
30B
M=D & MEM
165
4.09
103
12,13
419
104
26
308
MEMMOOS MEI506
168
40
1A6
W
427
102
27
318
M675D. M6100D, MEI50D
18.6
4.0
1.06
125
472)
002
27
318
M"no
11.47
5
1 (i30) ,
F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805-1923
419/269-1144 FAX [phone] Telex 98-7443
K3330 7/91 Printed in U.S.A.

3>
Js
K3327 7/91 Printed in U.S.A.

TYPICAL SECTION DRAWING FOR ME33S-ME154S SINGLE SEAL PUMPS
23833A246

SINGLE SEAL PUMPS REPAIR PARTS LIST
No.
Description
Reed
rt
Numbers
ers
1
Nut, cord plug, solid
1
25341AD02
2
Washer, 1/32" Thk.
1
05030A234
3
Gasket, rubber
1
05014A193
4
Washer, 3/32" Thk.
1
05030A235
5
Plug, 'A" pipe
1
05022AO56
6
Cord, power
1
See Chart
7
Screw, drive
2
0516OA004
8
1 Ph
Name plate, blank 3M
1
254MA000
1
25A74A000
9
ME03.50
Housing, motor ME75150
,
25UDD000
,
253270M
10
Capacitor 1 Ph only)
1
See Chart
11
Clip, capacitor 1 Ph only)
1
See Chart
12
Oil, transformer 5 al. mErs,iw -50
° al.
11009AO06
12A
Connectors (3 Ph onl
3/6
15781AO01
13
Washer, bearing ME75-150
1
19331AO05
13A
Washer, thrust (ME33-50)
1
25632AO03
13B
Rin , retainin ME33-50
2
12558AO21
No.
Descrlption
No.
eq'd
Part
Numbers
14
Bearing, bail, upeer ME75-150
1
08565AO13
15
Screw, ST. #10 x 3/a -
2
09822AO32
16
Stator with shell
1
See Chart
17
Rotor with shaft'
1
See Chart
18
MEM-60
Bearin , ball, lower ME75.150
1
06545A013
1
C&%SA022
19
Seal, shaft U 0
;
2�5 MA000
20
Plate, br . & seal ME7 50
� o�
21
Gasket, tetraseal, 7x63/4xl/a
1
05010181
22
Screw, cap, 5/16x11/4
8
1910OA012
23
Im eller, plastic std. series
1
See Chart
23
Im eller, brass ('B' series)
1
See Chart
24
M E33.50
Case, volute M�75 ,so
1
25357D000
1
2583,D000
25
Cup, U. HUVA
1
22835A005
26
Washer, impeller retainer
1
05030A242
27
Screw, socket head
1
06106AO42
28
Sealant Grade 271 Loctite
1
14550A001
23833A246

SINGLE SEAL PUMPS CHART
Pump
Catalog
Numbers
Pump
Engineer.
Numbers
(
Cord,
Power
10 11
Clip,
Capacitor Capacitor
16
Stator
w/shell
17
Rotor
w/shaft
23
Impeller,
Plastic
(standard)
23
Impeller,
Brass
('B' series)
ME33S-11
25325D000
25338SO04
23838A000 20333AO04
25482000O
25486BOD4
25333BOlo
253338110
ME33S-11B
25325DI00
ME33S-01
25325DO01
25338BDO5
23839ADOO 20333AO06
25482CO01
25486BOO4
25333BO10
25333B110
ME33S-018
25325D101
ME33S-21
25325DO02
25338BDO5
23838AOOO 20333AO04
25482CO01
25486BO04
25333BOl0
25333B110
ME33S-21B
253250102
ME33S-03
253250003
25338B003
— —
25482CO02
25486B005
253338010
253338110
ME33S-038
253250103
ME33S-23
253250004
25338BDO3
— —
25482CO02
25486B005
253336010
253338110
ME33S-238
25325D1D4
ME33S-43
25325DO05
25338B003
— --
25482CO02
25486B005
253338010
253338110
ME33S-438
25325DI05
ME33S-53
25325DO06
25338B003
— —
25482CO03
254868005
253338010
25333BI10
ME33S-53B
25325DI06
ME50S-11
25325DO07
P5338B004
2383BA000 20333AO04
25482CO04
2548613006
25333B005
25333B1DO
ME50S-11B
25325D107
ME50S-01
25325D008
25338B005
23839AOOO 20333AO06
254820008
254868006
25333BOOS
25333B100
ME50S-01B
25325D108
ME50S-21
25325DO09
25338BOOS
2383SADOO 20333AD04
25482CO05
2548613006
25333B005
25333B1DO
ME50S-21B
25325D109
ME50S-03
25325DO10
25338B003
— —
25482CO06
254868007
25333BOOS
25333B100
ME50S-03B
253250110
ME50S-23
253250011
25338B003
— —
25482CO06
2548613007
25333B005
25333B100
ME50S-23B
253250111
ME50S-43
253250012
25338B003
— -
25482CO06
254868007
25333B005
253338100
ME50S-43B
25325D112
ME50S-53
25325D013
253388003
--
25482CO07
25486B007
25333B005
25333B100
ME50 -538
25325D113
ME75S-11
25325D014
25338BOOD
2383BA000 20333AD04
25484CO02
254878002
253488020
2534BB120
ME75S-11B
25325D114
ME75S-01
25325D15
25338BOOl
23839ADOO 20333AD06
25484CO03
25487B002
253488020
25348B120
ME75S-01B
25325D115
ME75S-21
25325DO16
25338BOOl
23838ADOO 20333AO-04
25484CO03
25487B002
25348BO20
253488120
ME75S-21B
25325D116
ME75S-03
253250017
25338B003
-- —
25464CO04
25487B003
25348BO20
253488120
ME75S-03B
25325D117
ME75S-23
25325DO18
253386003
— —
25484CO04
25487B003
25348BO20
25348B120
ME75S-23B
253250118
ME75S-43
2532019
2533813003
— —
25484CO04
254876003
25348BO20
25348B120
ME75S-438
25326D119
ME75S-53
25325DO20
253388003
— —
25484CO05
25487B003
253488020
25348B120
ME75 -53B
25 25 12
ME10OS-01
25325DO21
25338BOOl
23938A000 20333AO04
25484COl2
25487B004
25348BOlo
25348B110
ME10OS-01B
25325D121
ME10OS-21
25325DO22
25338BOOl
23838AODO 20333AO04
25484CO06
254878004
25348BO10
25348B110
M E 1 OOS-21 B
25325D 122
MEIOOS-03
25325DO23
25338B003
— -
25484CO07
25487BOO5
253488010
25348B110
ME10OS-03B
25325D123
MEIOOS-23
25325DO24
25338B003
— —
25484CO07
25487B005
25348BOlo
25348B110
ME10OS-23B
25325D124
ME10OS-43
25325DO25
25338B403
-- —
25484CO07
254878005
25348BOlo
25348BI10
ME10OS-43B
25325D125
ME10OS-53
253250026
25338B003
— --
25484COOB
25487BOOS
25348BO10
253488110
M 1 - 3B
253250126
ME15OS-01
253250027
25338BOOl
23MAOOO 20333AOD4
254B4CO13
25487B004
253486000
253488100
ME150S-OIB
25325D127
ME15OS-21
25325DO28
25338B001
23838A000 20333AO04
25484CO09
25487B004
25346BOOO
253488100
ME 15OS-21 B
253250128
ME15OS-03
25325DO29
25338BDO3
- —
25484CO10
25487BOO6
25348B000
25348B100
ME15OS-03B
25325DI29
ME15OS-23
25325/>030
25338B003
— —
25484CO10
254878006
253488000
25346BIDO
ME150S-238
25325DI30
ME15S-43
2532531
253386003
— —
25484CO10
25487B006
253486000
25346B100
ME15OS-43B
2532501D131
ME15OS-53
25325DO32
253388003
— —
25484C011
25487B006
253488000
25348B100
1
t
23833A246

GENERAL DESCRIPTION AND
APPLICATION
Myers ME33S-ME150S Series Pumps are single
seal and the ME330-ME150D Series Pumps are
double seal units with seal leak detectors. These
pumps are designed for use in Effluent dosing,
Septic Tank Effluent Pumping (S.T.E.P.) or normal
sump and general dewatering applications where
higher pressure is required. DO NOT USE FOR
RAW SEWAGE.
When used in Effluent dosing or S.T.E.P. appli-
cations, the pump must be installed in a separate
tank or compartment at the discharge side of the
septic tank. NEVER INSTALL PUMP IN MAIN
TANK WHERE SLUDGE COLLECTS.
These pumps are available in single phase and
three phase, and either in single seal or double seal
with seal leak detector. All three phase units, all
double seal units and all duplex installations must
be used with a control box. All power cords and
seal leak detector cords are 20 feet long. All single
phase units with single seals have grounded plugs
on the power cord.
Impellers are enclosed two vane type to handle
3/4" spherical solids and are available made of
engineered thermo-plastic or cast brass. All pumps
have a 2" NPT discharge tapping.
These pumps are NOT for use in swimming pools
or fountains.
AIR LOCKING
A sump pump is said to be air locked if water traps
air in the pump and it cannot get out, thus prevent-
ing the pump from operating.
In installation of this type an 1/81, hole should be
drilled in the discharge pipe below the check valve.
The check valve should be 12 to 18 inches above
pump discharge. Do not put check valve directly
into the pump discharge opening.
PACKAGING
Each pump is packaged separately in a carton
marked with a catalog number and Myers -
engineering number.
LEVEL CONTROLS
All pumps must use sealed level control switches
for automatic operation. MLC and MFLC controls
have sealed switches that are 1 H.P. rated at 230
volts. ALC and AWS-1 controls have sealed mechan-
ical switches that are rated 2 H.P. at 230 volts.
Simplex single phase pumps can be made auto-
matic by attaching MFLC or MLC controls to the
pump. These switches have a fixed draw off level of
8 to 10" and can be used up to 1 H.P. For higher
H.P. ratings two mercury switches (or SMNO) con-
trols with a magnetic starter can be used. Simplex
systems may also use on/off pilot mercury control
switches with control box and magnetic starter.
The ALC and AWS-1 controls can be used for
simplex single phase pumps with ratings up to 2
H.P. All duplex systems must use pilot mercury
control switches with control box and magnetic
starters.
Plug-in cords can be used on all the single phase
pumps with a single seal (does not have a seal leak
detector). This cord has a GROUND pin that plugs
into a grounded receptacle. The grounded recep-
tacle cannot be used in the wet sump or basin due
to DANGER of current leakage.
Sealed junction boxes must be used in wet sumps
or basins to make connections to motor cord. The
AWS-1 control also acts as a sealed junction box
for connecting power cord to pump cord.
DOUBLE SEAL PUMPS
All pumps in this series "ME--D" have two seals
with an oil chamber between the seals so that the
seal faces of both the lower and upper seals are oil
lubricated for longer life and greater protection
against water leaking into the motor windings.
These double seal units are all made with a seal
leak detector.
The leak detector in the oil seal chamber detects
any water leakage into the chamber and turns on a
red signal light in the control panel. Pumps should
be removed from the sump and seals replaced after
the seal light shows in the panel. Control panels
must be used for pumps having the seal leak
detectors.
DESIGN OF PRESSURE SEWER SYSTEMS
MYERS has available complete computer SOFT-
WARE for designing PRESSURE SEWER SYSTEMS.
This gives pipe sizes to use and gives exact flow
from any pump or group of pumps in the system
when operating simultaneously,
This design DISK for IBM" or COMPATIBLE
computers is available to engineers on request.
MOTOR TYPE
Motors are 3/4 frame, 1/3-1-1/2 H.P. single or three
phase, 60 Hertz, 3450 R.P.M. with class B insulation.
All single phase motors are permanent split -capac-
itor (PSC) type with built-in on -winding overload
protection and do not require a start switch or start
relay. The three phase pump motors require a mag-
netic starter with 3 leg overload protection. The 1/3
and 1/2 H.P. motors have a lower ball bearing and
an upper sleeve bearing, the 3/4-1-1/2 H.P. motors
have upper and lower ball bearings. All motors are
oil cooled and lubricated.
SAFETY WARNINGS
WARNINt'Risk of electric shock. Pumps with a
single seal are supplied with a grounding conductor
and grounding -type attachment plug on the power
23833A246
v
,:

cord. To reduce the risk of electric shock, be certain
that it is connected only to a properly grounded,
grounding -type receptacle. DO NOT cut off ground
pin or use an adapter fitting. DO NOT use an
extension cord with this pump. Entire plug may be
cut off if a control panel is used. All double seal
pumps, all duplex installations and all three phase
pumps require a control box.
When wiring this pump follow all local electrical
and safety codes and ordinances as well as the
most recent National Electric Code
(NEC-ANSI/NFPA 70).
All pumps have a GROUND WIRE that is
connected to a screw in the metal motor housing.
This wire goes to the receptacle or control box
which must be connected to a good outside
GROUND such as a metal water pipe or GROUND
STAKE driven at least 8 feet into the ground.
UL, CSA AND ETL APPROVAL
All pumps have UL, CSA and ETL approval
pending. Myers is a SSPMA certified pump
member.
INSTALLATION
WARNING: Basin or tank must be vented in
accordance with local plumbing codes. These
pumps are not designed for and CANNOT be
installed in locations classified as hazardous in
accordance with the National Electric Code
ANSI/NFPA 70.
CAUTION: Never enter pump chamber after
sewage or effluent has been in basin. Sewage water
can give off methane, hydrogen sulfide and other
gasses which are highly poisonous.
For this reason, Myers recommends installing the
ME series effluent pumps with a quick removal
system. The quick removal system may be a union
or Cam-lok'coupling if the piping or discharge,
hose is within reach from the surface, or a rail
system type quick disconnect on deeper installations.
See installation drawings for suggested installation.
The dosing tank or pumping chamber must be
constructed of corrosion resistant materials and
must be capable of withstanding all anticipated
internal and external loads. It also must not allow
infiltration or exfiltration. The tank must have
provisions for anti -buoyancy. Access holes or
covers must be of adequate size and be accessible
from the surface to allow for installation and
maintenance of the system. Access covers must be
lockable or heavy enough to prevent easy access
by unauthorized personnel. The pumping chamber
holding capacity should be selected to allow for
emergency conditions.
The discharge pipe must be the same size as the
pump discharge (2 inches) or larger. In order to
insure sufficient fluid velocity to prevent any residual
solids from collecting in the discharge pipe, it is
recommended that a minimum flow of 2 feet per
second be maintained. (21 GPM through 2" pipe
and 46 GPM through 3" pipe.) It is recommended
that PVC or equal pipe is used for corrosion resist-
ance. A full flow (mall or gate) shut off valve must
be installed to prevent back flow of effluent if the
pump must be removed for service. A check valve
must be installed on pressure sewer systems and
on other systems where conditions allow to prevent
backflow and to reduce wear on the pump system,
A high water alarm must be installed on a separate
circuit from the pump circuit. The alarm should
have the ability to be tested for proper operation.
POINTS TO CHECK IF PUMP DOES NOT
RUN OR DOES NOT RUN PROPERLY
(1) Pump does not run or start when water Is up In
tank.
(a) Check for blown fuse or tripped circuit breaker.
(b) Check for defective level switch.
(c) Where control panel is used be sure H-O-A
switch is in the AUTO position. If it does not
run, turn switch to the HAND position and if the
pump runs then the trouble is in the automatic
electrical system. Have ELECTRICIAN make
electrical checks.
(d) Check for burned out motor. Occasionally
lightning can damage a motor even with
lightning protection,
(e) Where plug-in cords are used be sure contact
blades are clean and making good contact. DO
NOT USE PLUG-IN CORDS INSIDE A SUMP
OR WET WELL.
(f) Level control ball or weight may be stuck on
side of basin. Be sure it floats freely.
(2) Pump runs but does not deliver flow.
(a) Check for air lock. Start and stop pump several
times, if this does not help it may be necessary
to loosen a union in the discharge line to relieve
air lock.
(b) Check valve may be installed backward. Check
flow arrow on valve body. Check shut-off valve.
It may be closed.
(c) Check vertical elevation. It may be higher than
pump can develop. (See pump curve.)
(d) Pump inlet may be plugged. Remove pump to
check.
CAUTION: ALWAYS UNPLUG POWER CORDS OR
TURN OFF ALL MAIN AND BRANCH CIRCUIT
BREAKERS BEFORE DOING ANY WORK ON THE
PUMP. If control panel is remote from pump,
disconnect lead wires to motor so that no one can
turn the circuit breaker back on. If motor is three
phase mark the leads so they can be replaced in
the same order.
BEFORE DISMANTLING PUMP FOR
REPLACEMENT OF PARTS
Clean pump thoroughly. Knock off all scale and
deposits. Use sandblast if possible. Submerge
complete unit in Clorox solution for one hour
before taking apart.
23833A246 9

30" DIA. SIMPLEX ME 1/3 - 1 1/2 HP
49
JUNCTION SCX
STRUCT. PLASTIC
1 �
12
1/2" CONDUIT
R,R,
EO'O.
1 30" DIA.
CONCRETE WELL,
AS REO'D.
AS REO'D
INLET HUB
(AS REO'O.)
ME 1/3 - 1 1/2 Hp
ErFLUENT SEWAGE PUMP
PUMP "OPtr" LEVEL
PORT
IG
BRACXET. SST
30" OIA. BASIN COVER
VALVE EXTENSION HANOL_
AS REO'O.
LIFT -OUT ROPE
2" D I SCHARGE
2" GATE VALVE, BRASS
1
I
hi
2" DISCHARGE PIPE, PVC
GUIDE RAILS, 3/4".GALV.
HIGH WATER "ALARM" LEVEL
PITLESS DISCONNECT, BRASS
2" SWING CHECK VALVE,
PVC
PUMP "ON" LEVEL
23833A246 10

AS REO'D,
AS REO'D
30" QIA. SIMPLEX UNION SYS. ME 1/3 - 1 1/2 HP
JUNCTION BOX
STRUCT. PLASTIC
JG
BRACX(ET, SST
30" DIA. BASIN COVER
..,-2" UNION, PVC
I _
f I/z" CONDUIT +
REa'o.
SO" DIA.+'
CONCRETE WELL
INLET HUB
(AS RED-D.)
f �
ME 1/3 - 1 I/2 HP
EFFLUENT SEWAGE RI.JMP '
PUMP "OFF` LEVEL
2" GATE VALVE,
BRASS
AS REO'O.
LIFT -OUT ROPE
2" DISCHARGE
PIPE, PVC
2" DISCHARGE
HIGH WATER "ALARM" LEVEL
2" SWING CHECK VALVE,
PVC
PUMP "ON" LEVEL
23833A246 11

JUNCTION BOX
STRUCT. PLASTIC
2" CONDUIT
RE0'D. _
43" 0IA.
CONCRETE WELL
AS REO'D.
AS REO'D, NLET HUB
AS REO'D.}
HIGH WATER "ALARM' LEVEL
LAG PUFF "CN" LEVEL
LEAO PIMP -ON'
PU1,1PS '017" LE
48" DIA. DUPLEX ME 1/3 - 1 1/2 HP
RT
_ T
71
_4
7}
443' BASIN COVER W/HINGM HATCH
6 LOCK WISP EPDXY CCATp 1/4' STEEL
VALVE EX ENSIDN HANDLE
AS REO'D,
LItT-OIIT RCPE
r
2" DISCHARGE
I
z7m
loll
its
'2' GATE VALVE. BRASS
2" DISCHARGE PIPE, PVC
GUIDE RAILS, 3/4' GALV,
PITL.ESS DISCONNECT, BRASS
2" SWING 04ECK VALVE,
PVC
ME 1/3 - 1 1/2 HP
EFFLUENT SEWAGE PUMP
23833A246 12

TO REPLACE CAPACITORS ONLY
All of the single phase motors are of the permanent
split capacitor type and have no relays or starting
switch. They have only a starting capacitor that is
in the circuit for both starting and running conditions.
(1) Remove oil fill plug near the top of the motor
and pour the oil out.
(2) Loosen the plug nuts around the cords until
they are loose enough to push the cords down
inside of the motor housing.
(3) Remove the four bolts from the motor housing
and bump the housing with a plastic hammer to
loosen. Lay the pump on its side.
(4) Remove the housing carefully to be sure that
enough cord is pushed into the housing to
create no tension on the cords.
(5) Slide motor housing up far enough to expose
the capacitor and to be able to lay the housing
down.
(6) Disconnect wiring from capacitor and loosen
capacitor clamp and slide out capacitor. Replace
with new capacitor, tighten and re -connect.
Wiring diagram is given in these instructions.
(7) Check all wiring connectors to be sure they are
secure.
(8) Be sure tetraseal gasket is in place.
(9) Slide motor housing back onto pump while
pulling the cords out slowly. Assemble the
motor housing with the four bolts.
(10) Re -assemble cord nuts. Be sure washers are
seated and cords are pulled up to stop against
the washers. Tighten nuts securely,
(11) Put pump upright and refill motor with Myers
submersible motor oil. DO NOT OVER FILL
WITH OIL. With pump upright fill oil to bottom
of oil fill tapping. Replace oil fill plug.
(12) Be sure pump turns freely before connecting to
power. Turn pump on side and turn impeller,
using screwdriver in slotted shaft. Plug pump
into receptacle to test operation. Pump must
run quiet and free of vibration.
TO REPLACE POWER CORD AND/OR
SEAL LEAK DETECTOR CORD
(1) Remove motor housing as described above.
Disconnect the push -together terminals and
remove the ground screw from the power cord
if being replaced.
(2) Completely unscrew cord bushing to be replaced
and remove cord assembly from housing. Be
sure remaining terminals are secure on the wires.
(3) Replace with proper cord with fittings. Push
cord into the motor housing far enough to
make proper connections. Re -connect ground
wire if replacing power cord and securely
connect the wires correctly. See wiring
diagram in these instructions.
(4) Assemble cords and motor housing as described
in 'Capacitor Replacement'. Fill with oil as noted
and be sure pump turns freely before connect-
ing to power.
TO REPLACE MOTOR STATOR
AND SHELL
(1) Remove motor housing as described above.
(2) Disconnect all leads from power and seal leak
cords and ground wire and set pump upright.
(3) Loosen the four long screws holding the motor
and remove slowly. If unit has seal leak probes
be sure to feed the wires through the slots as
the motor is being removed.
(4) Either remove previous capacitor and clamp
from old motor and assemble onto new stator
and shell or replace with a new capacitor and
assemble the two capacitor leads per wiring
diagram.
(5) Position bearing spring washer on top of upper
ball bearing. (For 3/4 -- 1-1/2 H.P.)
(6) Tighten terminal screws of Seal Leak Probes
and feed wires through the motor slots.
(7) Position the'stator with shell' into place and
line up screws with the bosses and tighten the
(4) long screws. Extend probe wires out through
the slots. Lay unit down in line with motor
housing.
(8) Be sure pump turns freely with screwdriver in
impeller end of shaft.
(9) Re -connect all terminals securely per wiring
diagram.
(10) Be sure tetraseal gasket is in place.
(11) Reassemble motor housing and fill with oil as
noted above in 'capacitor replacement'.
23833A246 13

NOTE: On three phase motors always check unit
for proper rotation. With pump on its side apply
power by turning on, then off, quickly. Impeller
must turn counterclockwise when looking into the
impeller inlet. If not, interchange any two leads in
the control box.
SHAFT SEAL REPLACEMENT
(1) Remove plugs in motor housing and in seal
housing (for double seal units) and drain oil.
(2) Remove four bolts holding the volute case and
bump with a plastic hammer to loosen and
remove case.
(3) Hold impeller and unscrew impeller locking
screw. Turn counterclockwise to loosen.
(4) Pry off seal bellows and ceramic seat. Break
seats if necessary to get out since they must be
replaced with new parts.
(5) NEVER USE OLD SEAL PARTS. USE ONLY
COMPLETELY NEW SEALS. (Do not use seal
spring retainer plate on single seal pump or
lower seal of double seal pump.)
(6) For single seal pumps or if only replacing the
lower seal of a double seal pump it is not
necessary to disassemble further and on a
double seal pump it is not necessary to drain
oil out of the motor housing, just the seal '
housing.
(7) On a double seal pump to remove the upper
seal, remove four bolts holding the bottom
plate and remove bottom plate,
(8) Remove snap ring with snap ring pliers. Pry off
upper seal bellows and ceramic seat.
(9) If no water has entered motor housing (check
winding with ohmmeter or megger) wipe seal
chambers thoroughly and replace seals. (Use
seal retainer plate on upper seal only, do not
use on lower seal.) Clean seal faces and use
light oil on face before installing bellows part
of seal. -
(10) Check HUVA cup seal in volute case inlet, If
worn, replace.
(11) Be sure tetraseal seal is in position (replace if
worn) and reassemble.
(12) Replace oil in motor housing and seal
chamber. Use only Myers submersible oil.
(13) Be sure pump turns freely before connecting to
power. After connecting, check for proper
rotation noted under'Stator Replacement:
WIRING DIAGRAM
ACM
WHITE
OKEN RED
aACK
BLACK
.1KE„ WHITE
CLACK
WHITE
CLACK
YELLOW
BROWN
S75V.- 3 PHASE
IISV., 209V OR 23ov,
SEAL LEAK
DETEC70A
I PHASE, P.S.C.
TYP, FOR I { 3 0
(DOUOLE SEAL M1Y)
BLACK
CLACK
OWEN WHITE
Gi'IEEN
WHITE
HEO
RED
WDJC
206.230Y.- 3 PHASE
.Bw.- 3 PHASE
3 PHASE DUAL VOLTAGE WINDING
VOLTAGE
LEADS
BLACK
WHITE
RED
TOGETHER
208&230
1 &7
2 & 8
3 & 9
4 & 5 & 6
460 .
1
2
3
4&7,5&8,6&9
23833A246 14