HomeMy WebLinkAboutWQ0012071_Application_19960215State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
MR. DAVID M. HARRIS
MOORE WATER & SEWER AUTHORITY
PO BOX 1927
CARTHAGE, NORTH CAROLINA 28327
Dear MR. HARRIS:
February 15, 1996
FA
Subject: Application No. WQ0012071
Dunvengan Estates
Sewers -Public
Moore County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on February 15, 1996. This application has been assigned the number listed
Your project has been assigned to Jay Lucas for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Jay Lucas at (919) 733-5083 extension 502. If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
Carolyn D. McCaskill
Supervisor, State Engineering Review Group
cc. Fayetteville Regional Office
Robinson Engineering
`,�
Pollution Prevention Pars FAY .f�!'Afi1='ii
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone_
An Equal Opportunity Affirmative Action Employer
/= Kv
MEMO TO: State Review Group
FROM: Ricky Revels r'� R`'`~`�
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0012071
Dunvengan Estates
Sewer Extension - Public
MOWASA/Towns of Southern Pines/Pinehurst
Moore County
Division of Environmental
Management
Fayetteville Regional
Office
3119196
Date
State Review Group Review
Engineer Jay Lucas
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Moore County Regional Wastewater Treatment Plant
2) WWTP design capacity 6_7 MGD
3) NPDES Permit No.: NC0037508 Expiration Date: 4 30 97
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 1/95
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
3,840 GPD
domestic 100% industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 1,504,394 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure
GKEX88/MP
^
82/29/96
`COMP�~IANCE
EVALUATION ANALYSIS
REPORT
PAGE i
PERMIT--NC0037508
PIPE--00i
REPORT
PERIOD:
9581-9512
LOC--- E
FACILITY--MOORE
CO
WWTP
DESIGN FLOW--
6.7000
CLA%%--4
LOCATION--CARTHAGE
REGION/COUNTY--06
MOORE
'
50050
0008
00530
0000
3i6i6
50060
00300
TGP3B
MONTH
Q/MGD
BOD
RE%/T%% NH3+NH4-
FEC COLI
CHLORINE
DO
CERI7DPF
LIMIT F
6.7000 F
30.80
F 30.0
NOL
F 200.0
NOL
NOL
NOL
95/0i
4.4967
7.21
8.7
.23
9.4
236.500
9.46
95/02
4.8964
5.71
9.0
.i8
27.5
0.000
i0.i2
95/03
5.074i
7.36
8.5
.iO
22.5
60.869
9.59
i
LIMIT F
6.7000 F
22.00
F 30.0
17.08
F 200.0
NOL
NOL
NOL
95/04
4.3933
5.35
4.5
.21
33.9
6i.578
9.06
95/05
4.1419
4.57
3.6
.i0
20.i
70.454
9.i4
95/06
4.7466
4.25
4.i
.34
43.3
84.590
8.62
i
95/07
4.6935
3.47
6.9
.i0
32.5
0.050
8.i5
95/08
4.093
5.08
9.3
38.4
ii9.i30
8.01
95/09
4.3300
3.68
6.9
.ii
35.4
133.500
8.04
i
9500
5.0806
5.98
5.5
.32
50.4
148.i8i
8~28
LIMIT F
6.7000 F
30.00
F 30.8
NOL
F 200.0
NOL
NOL
NOL
95/11
4.6033
4.04
5.0
.21
13.4
132.63i
8.97
95/12
3.9870
4.80
4.9
.iO
5.5
262.105
9.47
i
AVERAGE
4.5552
5.i2
6.4
.16
27.6
122.632
8.90
i
MAXIMUM
9.i000
0.20
14.8
5.06
i860.0
1600.008
13.50
i
MINIMUM
3.4800
2.08
i.4
.i0
2.0
30.000
6.iO
i
UNIT
MGD
MG/L
MG/L
MC/L
0000ML
UG/L
MG/L
PAS%/FAI
GKEX88/MP
^
02/29/96
COMPLIANCE EVALUATION ANALYSIS
.
REP(AT ^
PAGE 2
PERMIT--NC0037508
PIPE--00i
REPORT
PERIODv
950-902
LOC---
E
FACILITY--MOORE CO
WWTP
DESIGN FLOW--
6.7000
CLASS--4
LOCATION--CARTHAGE
REGION/COUNTY--06
MOORE
000i0
00400
00600
00665
08720
0042
0077
0092
MONTH
TEMP
PH
TOTAL N
PHO%-TOT
CYANIDE
COPPER
SILVER
ZINC
LIMIT
NOL
9.0 6.8
NOL
NOL
NOL
NOL
NOL
NOL
95/01
15.i0
8.i-7.5
17.600
2.iO00
.0008
ii.5000
.0000
16.5000
95/02
i4.i0
7.8-7.i
20.700
2.2000
.0000
}3.0000
38.5000
3i.5000
95/83
16.52
7.9-7.4
19.608
1.6500
.0080
iO.0080
3.3333
23.0000
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
95/04
18.73
7.8-7.3
15.400
2.3080
.0000
8.0000
.0000
95/05
21.i3
7.7-7.2
20.908
2.5000
.0000
4.0008
.O0O0
20.0000
95/06
95/87
95/08
22.86 7.5-6.9 46.300 i.9000
25.i0 7.4-6.9 i5.400 i.5400
25.60 7.4-7.0 44.380 i.8080
95/09 24.25 7.5-7.0 i3.000 i.8200
95/i0 22.58 7.7-7.i ii.8O0 .9300
LIMIT NOL 9.0 6.0 NOL NOL
95/ii 18.57 7.6-7.0 i6.i00 i.i680
95/i2
i5.78 7.6-7.3 16.500 i.0000
.0000 i0.0000 .0000 42.0000
.0000 8.5000 .0000 24.0000
.0000 i2.5000 .0000 28.5000
.0000 8.5000
.0000
8.0000
NOL
NOL
.0000
6.5000
.0000 7.8000
.0000 25.5000
.0000 23.5000
NOL NOL
.0000 26.5000
.0080 25.0000
AVERAGE 20.02 ___ 16.466 1.706 .0000 8.9583 3.4861 26~0000
MAXIMUM 27.00 8.iO0 20.900 2.5800 _----- i4.0000 62.8000 44.0000
MINIMUM 12.00 6.980 ii.800 .9300 -------- 4.8080 i5.0000 i3.0000
UNIT DEG.0 %U MG/L MG/L UG/L UG/L UG/L UG/L
• State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
2. Print Owners r Si ' g Offrc' 's nam title (the person who is legally responsible for the facility and its c`ttplianee):
David M. Harris Fxecutive Dir=or.
3. Mailing address: P . 0 . Box 1927, Carthage, N . C . 28327
City: State: Zip:
Telephone Number. ( 910 ) 9 4 7 - 6 315
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent wit?projait
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
5. Application Date: 6. Fee Submitted: S 400. 00
6. County where project is located: Moore
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM): IIA0 O U--0% 1
2. Specify whether project is: xx new; modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number and the issue date
4. Specify whether the applicant is public or private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic/Commercial ; % Industrial;
% Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc.: 8 'tom` su'-�-"i vi s i on
3. Indicate any parameter(s) (and their concentration) that will be greater than normal domestic levels: N/A
4. If wastewater is not domestic in nature, what level of pretreatment.has been provided to ensure protection of the receiving
wastewater treatment facility? N/A
FORM: z1;: ;,A 11/93 Page 1 of 8
' 5., If a preu-eatment permit is required, has one been issued? Yes No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued:
6. Volume of wastewater generated by this project3,840 gallons per day.
7. Explanation of how wastewater volume was determined There are 8 home s i t e s .
Figuring 4 bedrooms per home the waste water amount will be 8xl20x4=
3,840 gpd.
IV. DESIGN INFORMATION:
1. Brief project description: Development of 8 homesites on Midland Road, Southern
Pines, and Pinehurst
2. Name of wastewater treatment facility receiving wastewater. Moore County
a. Facility Permit Number. N. C. 0037508
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater.
By letter from MOWASA the downstream sewers are adequate and
the county will accept the wastewater.
c. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream: 611 force main
3. Summary of sewer pipe to be permitted, by diameter size and pipe materiaL•
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
8"
875
PVC
.009
2.31
2.77
5.9
8.1
3'
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private severs the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 feet
separation for slopes of 21% to 35%; 24 feet separation for slopes of 36% to 50%; 16 feet separation for slopes greater than
50%.
For velocities greater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect
the sewer pipe and manholes? N/A
FORM: GSPSA U. -, Page 2 of 8
5. Maximum sewer reach length between manholes: 367.79 linear feet
6. This sewer line segment occurs between manhole no.
and manhole no. 4
7. Does the owner/operator have the ability to clean this length? xx Yes No. For sewer reach lengths greater
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? Yes xx No. If yes, what measures are being taker,
to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: N/A feet (provide for separations > or = 2.5)
10. Identify (by manhole number) those manholes that have drop connections: N/A
11. Maximum allowable infiltration/exfiltration test rate: 100
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans or addressed in the specifications. If a, b, or c below is no, explain;
in an attachment (This section must be completed for all collection systems including forte mains and pressures sewers):
a) 100 ft horizontal separation from wells or other water supplies? xx Yes No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? xx Yes No
c) 10 ft horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? xx Yes No
13. Are manholes subject to flooding? Yes xxNo. If yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans) Yes No; Or, are manholes watertight and vented 1
foot above the 100-year flood elevation ( should be shown on plans): Yes No
14. Identify (by manhole number) those manholes that are vented: N / A
15. Does this project involve any stream crossings? Yes xx No. If yes, what precautions or special features have beer.
utilized to ensure protection of the sewer line and not restrict stream flow? Identify the sheet of the plans and station
number where stream crossings are located:
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe be specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both
the 25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Sewers laU R.QJ be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes xx No.
17. Miscellaneous comments:
FORM: GSPSA 11/93 t--:1 J, Page 3 of 8
V . PUMP STATION INFORMATION
1. Pump Station No. or Name: # 1
2. Name of closest downslope surface waters:
(A separate sheet 4 of 8 should be submitted for each pump station)
Aberdeen Creek
3. Classification of closest downslope surface waters:
Commission & specified on sheet 5 of 8 of this application).
(as established by the Environmental Management
4. In accordance with 15A NCAC 2H M19 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope surface waters, should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. __ I n s t a 11 i n q a g e n e r a t o r
fueled by propane as a permanent standby.
5. What size pumps are provided:
S2
6. What is the design total dynamic head? 92. 58
GPM; and how many? 2
feet
7 How many pumping cycles will occur at average daily flow? .424 cycles per hour.
NOTE: 15A NCAC 2H .0219 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
8. The following items are typically required in the design for pump stations. Check the appropriate blank to signify that
these items hvg p= provided in the design plans/specifications:
Alternate Power Source
X
Wet Well Vented with Scan
X
Fillets in Wet Well
X
Check Valves and Gate Valves
Check Valves
Security Fencing
X
Lockable Wet Well Cover
X
Area Light
X
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm (one choice may be specified) X Audible and Visual Auto Dialer
9. Summaryof fnTrP mn;n rt% �,^ .ti,—;t#va
Diameter
(in)
Length
(linear feet)
Pipe
Material
High
Elevation
ft
Low
Elevation
ft
Minimum
Velocity
Maximum
Velocity
Minimum
Cover (in)
3"
640
PVC
490
451
2.59
3'
10. Are air release valves provided at all high points along the force main (must be provided where the elevation difference
exceeds 10 feet)? yes _ no N/A
11. Is pump station subject to flooding? yes no. If yes, what measures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation:
Feet MSL
13. Are there existing or planned pump stations downstream of this station? -XX _ yes No. If yes, the engineer shall
evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluation as an
attachment to this application.
FORM: GSPSA 11/93 F= , of 8
This, form must be completed by the appropriate DEM regional office and included as a part of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you arr
required, prior to submittal of the application package, to submit this form, with items 1 through 7 completed, to
the appropriate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). At a
minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of these sewers and the downslope surface waters in which they will be Iocated. Identify the closest downslope
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map Into the complete application form and
submit the application package.
1. Applicant (specify name of the municipality, corporation, individual, etc.):
MOWASA
Z. Name & complete address of engineering firm,: Rob i n s o n Engineering
162 Waccamaw Road, Carthage, N.C. 28327
Telephone number. (910— 69 2 —16 8 9 )
3. Project name: Dunvegan
4. Name of closest downslope surface waters: Aberdeen Creek
5. County(s) where sewers and surface waters are located: Moore
6. Map name and date:
gi Signature, , ��IIIII%e i
7. NC Professional Engineer's Seal, Si e, and Date: %� `��p,RO(��,�' •
q
i
0
•
fte
I
•�
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment:
Name of surface waters: A be r-d cGn! C re-<-K
Classification (as established by the Environmental Management Commission): C
Proposed classification, if applicable: /Y/A
Signature of regional office personnel: n ke--14.. Date: j
(All attachments must be signed) '
FORN:- GSPSA 11/93 Page 5 of 8
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Required hems
a. One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show the
proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegated
authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
C. Two copies of all calculations, including pump selection, friction calculations, cycle time, pump curves (including system
curves applicable with one pump running, two pumps running, three pumps running, etc.), and evaluation of downstream
pump stations. These items must be submitted under the signature and seal of the NC Professional Engineer.
d The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is $400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is $200. Name changes without other modifications are $100.
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from this
project is different from the applicant of the project, then a letter must be provided from the owner/authority of the WWTF
specifying the volume of flow that will be accepted. The letter should be a recent letter and should refer to the project by the
same name as that identified on the application and the plans/specifications.
f. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
g. A properly executed Operational Agreement (original and one copy - form provided by DEM) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject sewer
extension is owned by the individual residents, a homeowners association, or a developer.
h. The dwxmslope surface waters classification must be determined by the appropriate DEM regional office, using page 5 of 8 of
this form, prior to the submittal of the application package to the Water Quality Permits and Engineering Unit. Once the
regional office has completed the classification, page 5 of 8 should be reincorporated into the application package and the
entire application package may then be submitted to Water Quality Permits and Engineering Unit.
i. A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
j. All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSPSA :1/93 Page 6 of 8
- Name arid Complete Address of Engineering Firm: Robinson E n a i n e e r i n g
162 Waccamaw Road
City. Carthage State. N.C. Zip_ 28327
Telephone Number. (910 — 6 9 2 —16 49
Professional Engineer's Certification:
I. ,Tognph M. Robinson, Jr. ,attest that this•applicationfor Dunvegan
has been reviewed by me and is accurate and complete 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 the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, 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.
North Carolina Professional Engineer's Seal, Signature, and Date:
•�lllt/
..1,C 'A/
• J
Applicant's Certification: �,,y�1W ROe,��.
I. Joseph M. Robinson, Jr. .attest that this application for Robinson Engineering
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application 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.
Signature _ � %h.. 1, Date / Z/2 713
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-5083
FORM: GSPSA 11193 Page 7 of 8
bIVISiON OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (IV93)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
(704) 251-6208
Fax (704) 251-6452
Avery
Buncombe
Budm
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jack
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
(910) 486-1541
Fax (910) 486-0707
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
(919) 946-b481
Fax (919) 975-3716
Beaufort Jones
Bettie Lenoir
Chowan
Pamlico
(haven
Pasgootank
C urrituck
Perquimans
Dare
Pitt
Crates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
(704) 663-1699
Fax (704) 663-6040
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
(919) 571-4700
Fax (919) 571-4718
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
(910) 395-3900
Fax (910) 350-2004
Anson
Moore
Alexander
Mecklenburg Brunswick New Hanover
Bladen
Robeson
Cabana
Rowan Carteret O nslow
Cumberland
Richmond
Catawba
Stanly Columbus Pender
Hamett
Sampson
Gaston
Union Duplin
Hoke
Scotland
hedell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
(910) 896-7007
Fax (910) 896-7005
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Sung
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: GSPSA 11/93
*,_Page 8 of 8
State of North C&oiina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. David M. Harris
MOWASA
P. O. Box 1927
Carthage, North Carolina 28327
Dear Mr. Harris:
March 15, 1996
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Subject: Application No. WQ0012071
Additional Information Request
MOWASA
Dunvegan Estates
Sewer Extension
Moore County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by April 18, 1996:
1) Provide a profile view of the 3-inch force main.
2) Recheck the calculation of total linear footage of the 8 inch sewer line.
3) The pump station must have 2 to 8 cycles per hour.
4) Provide pump calculations which include head created by the existing force main.
If pages 2 or 4 of the application are changed, provide new signed and sealed copies.
Please reference the subject permit application number when providing the requested information.
All information should be signed, sealed, and submitted in duplicate to my attention at the address
below. Please note that failure to provide this additional information on or before the above requested date
can result in your application being returned as incomplete.
If you have any questions regarding this request, please call me at (919) 733-5083,
extension 502.
Sincerely,
�Jay B. Lucas, P.E.
Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office, Water Quality
Permit File WQ0012071
Mr. Joseph M. Robinson, P.E.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719
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