HomeMy WebLinkAboutWQ0023428_Correction_20110118R
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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Goverr, :)r Director
January 18, 2011
Craig A. & Susan K. Collard
107 Trellingwood Dr.
Morrisville, NC 27560
Dear Craig A. & Susan K. Collard:
Dee Freeman
Secretary
Corrections to Permit No. WQ0023428
Collard Single -Family Residence
Wastewater Surface Drip System
Chatham County
Changes have been made to revise errors in Permit No. WQ0023428, dated December 17, 2010,
to Craig A. & Susan K. Collard, for the construction and operation of the subject single-family residence
wastewater treatment and disposal facilities. Corrections have been made to Section H. 3., to provide
information on all fields. Section H. 10. a., has been revised to reflect setbacks for drip systems. Other
corrections made were typographical in nature.
A copy of the corrected sheets has been included with this letter. If you need additional
information concerning this matter, please contact Larry Wade at (919) 715-6185 or
larry.wade@ncdenr.gov.
Sincerely,
Coleen H. Sullins
cc: Chatham County Health Department
Raleigh Regional Office, Aquifer Protection Section
Mr. Zachary L. Fuller, PE MacConnell & Associates, P. C.
Ms. Beth Buffington, Technical Assistance and Certification Unit
APS Central Files
LAU Notebook Files
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Ra#eigh, North Caro;; is 278n9-" 630
Lex6a2: 272', Cap;ial Boulevard, Raia:.n, Ncrtii Cart is 27634
Ph(, ,C: 91.--733-K21 i FAX 1:i° �-715-058.6; FAX 2: C19-715.60481 Customer 4Ervioe: 1-877 23-6748
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3. The Raleigh Regional Office, telephone number (919) 791-4200, shall be notified at least 48 hours in
advance (excluding weekends and holidays) of operation of the installed facilities such that an in-
place inspection can be made. Notification to the Aquifer Protection Section's regional supervisor
shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays,
4. No later than six months prior to the expiration of this pennit, the Permittee shall request renewal of
this pet-rtait on official Division fortes. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
5. In accordance with 15A NCAC 02T .0607, if a public or community sewage system is or becomes
available, the subject single-family residence wastewater treatment and irrigation facilities shall be
closers and all wastewater shall be discharged into the public or community sewage system within 180
days of its availability. Prior to the initiation of these connection activities, appropriate Division
approval shall be received.
II. PERFORMANCE STANDARDS
The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or disposal facilities.
2. This permit shall not relieve the Permittee of their responsibility, for damages to groundwater or
surface water resulting from the operation of this facility.
3. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
the following table:
TABLE I — APPLICATION LIMITATIONS
Field
Parameter
Hourly Rate
Yearly Max
Units
I
Design Load Rating
0.213
19.3
Inches
2
Design Load Rating
0.213
21.6
Inches
3
Design Load Rating
.0213
21.6
Inches
4
Design Load Rating
0.213
19.4
Inches
4. The subject facility has been approved to land apply wastewater effluent on the following fields:
TABLE 2 -- IRRIGATION AREA INFORMATION
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
1
Craig A. & Susan K. Collard
Chatham
35.8525
78.916389
0.086
Mooshaunee
2
Craig A. & Susan K. Collard
Chatham
35.852222
78.916944
0.105
Mooshaunee
3
Craig A. & Susan K. Collard
Chatham
35-85;9 4
78.916389
0.106
Mooshaunee
4
Craig A. & Susan K. Collard
Chatham
35.851944
78.91527$
0.094
Mooshaunee
WQ0023428 Version 1.0 Shell Version 091027 Page 2 of 8
5. The Operation and Maintenance Agreement (attached) between the Permittee and the Division of
Water Quality is incorporated herein by reference and shall be a condition of this permit.
Noncompliance with the terms of the Operation and Maintenance Agreement shall subject the
Permittee to all sanctions provided by North Carolina General Statutes §143-215.6A to §143-215.6C
for violation of or failure to act in accordance with the terms and conditions of this permit.
6. The irrigation system shall be connected to a rain or moisture sensor, which shall indicate when
effluent application is not appropriate in accordance with Conditions IIIA. and 111.5. of this permit.
7. In accordance with 15A NCAC 02L .0107(i), the compliance boundary is established at the property
boundary. Any exceedance of standards at the compliance boundary shall require action in
accordance with 15A NCAC 02L.0106,
8. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards ai the
review boundary shall require action in accordance with 15A NCAC 02L.0106,
9. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
10. A setback waiver form has been submitted for allowing a variance in the setback requirements for the
adjacent property owned by Rosemont Community Water Association, Inc. to allow a decrease in the
setbacks noted below and is attached to and made part of this permit. Other than the aforesaid setback
waiver, the facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any habitable residence or place of public assembly owned by the Permittee: 15
iii. Any private or public water supply source: 100
iv. Surface waters: 100
v. Groundwater lowering ditches: 100
vi. Surface water diversions:
25
vii. Any well with exception of monitoring wells:
100
viii. Any property Iine:
50
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
100
xii. Any swimming pool:
100
xiii. Public right of way:
50
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
b. The setbacks for storage and treatment units permitted shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership:
ii. Any private or public water supply source:
iii. Surface waters:
iv. Any well with exception of monitoring wells:
v. Any property line:
100
100
50
100
50
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