NC0022098_Owner (Name Change)_20060214

NPDES DOCIMENT SCANNIN` COVER SHEET
NPDES Permit:
NC0022098
Cranbrook Village WWP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
�. ,..,-w w
,
Owner Name Change° .
�!if4!�b+F,lpyll'✓�.�14' .. ' •f_i1_..FT
-..;i't•.:'t. ;. '.tw n;'i..y r: t:.,r..ck pax..
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
February 14, 2006
This document is printed on reuse paper - ignore any
content on the re -worse side

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 14, 2006
Sam Misuraca
Cranbrook Village Communities, LLC
316 1/2 S. Main St, S-202
Royal Oak, MI. 43067
Subject NPDES Permit Modification
Permit NC0022098
Cranbrook Village Communities WWTP
formerly Cedar Valley WWTP
Guilford County
Dear Mr. Misuraca:
Division personnel have reviewed and approved your request to transfer ownership of the subject permit,
received on February 13, 2006. This permit modification documents the change in ownership.
Please find enclosed the revised permit. All other terms and conditions contained in the original permit remain
unchanged and in full effect This permit modification is issued under the requirements of North Carolina General
Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental
Protection Agency.
If you have any questions concerning this permit modification, please contact the Point Source Branch at (919)
733-5083 extension 363.
Sincerely,
•
Alan W. Klimek, P.E.
cc: Central Files
Winston-Salem Regional Office, Surface Water Protection
NPDES Unit File
No One
,Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

M
Permit NC0022098
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations
gulatzons promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Cranbrook Village Communities, LLC
is hereby authorized to discharge wastewater from a facility located at the
Cranbrook Village Communities WWTP
4309 Liberty Road
Guilford County
to receiving waters designated as Little Alamance Creek in the Cape Fear River
Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective February 14, 2006.
This permit and authorization to discharge shall expire at midnight on June 30, 2006.
Signed this day February 14, 2006.
Alan W. Klimek, P.E., ector
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0022098
SUPPLEMENT TO PERMIT COVER SHEET
Cranbrook Village Communities, LLC is hereby authorized to:
1. Continue to operate an existing 0.01 MGD wastewater treatment facility with the
following components:
• Influent grinder pump station
• Aerated digester / sludge holding tank (underground)
• Bar screen
• Aeration basin
• Clarifier
• Effluent chlorination with chlorine contact basin
This facility is located southeast of Vandalia off Liberty Road at the Cranbrook
Village Communities WWTP in Guilford County.
2. Discharge from said treatment works at the location specified on the attached
map into Little Alamance Creek, classified WS-IV NSW waters in the Cape Fear
River Basin.

Permit NC0022098
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Location
Flow
0.01 MGD
Weekly
Instantaneous
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Residue
30.0 mg/L
45.0 m /L
Weekly
Grab
Effluent
NH3 as N
(April 1— October 31)
3.8 mg/L
q 0
Weekly
Grab
Effluent
NH3 as N
(November 1— March 31)
24.0 mg/L
35,
Weekly
Grab
Effluent
Fecal Coliform
(geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
ClZY"1/,e)
2/Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Total Nitrogen
(NO2+NO3+TKN)
Quarterly
Grab
Effluent
Total Phosphorus
Quarterly
Grab
Effluent
pH¢
Weekly
Grab
Effluent
Footnotes:
c72. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
/. TRC c��.,. ee s cC�o/ pa 7 �F� w+aj
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (2.) WASTEWATER MANAGEMENT PLAN
No later than 180 days after the effective date of this permit, the Permittee shall submit a wastewater
management plan for this facility. The plan shall include, at a minimum, the following elements:
• Future flows. Provide estimates of wastewater flows and characteristics for the next 10-
20 years and the basis for those estimates, including assumptions and calculations.
• Alternatives analysis. Conduct a technical and economic evaluation of wastewater
disposal alternatives, specifically including at least the following alternatives:
• connection to the City of Greensboro wastewater collection system
• conversion to a spray irrigation system
• any combination of the above options
The analysis and report should be consistent with the EAA guidance document provided
by the Division.
• Facilities assessment. Describe deficiencies and operational difficulties in the existing
collection and treatment systems which affect performance or permit compliance. Identify
potential improvements to correct those deficiencies. At a minimum, evaluate the
following considerations:
• inflow and infiltration,
• equipment repairs and preventative maintenance,
• removal of accumulated solids, wastes, other debris
(continued on next page)

Permit NC0022098
A. (2.) WASTEWATER MANAGEMENT PLAN (continued)
• Optimization plan. Develop a plan for optimization, rehabilitation, expansion and/or
replacement of the collection and treatment systems to achieve optimum performance.
Identify specific measures and key tasks, including those in the above facilities assessment,
and provide an estimated schedule for completion of each.
• Biosolids management plan. Develop an operations plan to be used (and describe the
procedures currently used) for managing septage / biomass in the treatment system,
including associated solids wasting and disposal, to promote optimum treatment system
performance. Identify operating parameters to be used and target values or ranges of
values where appropriate.
• Communications plan. Describe a plan for informing customers served by this facility
of their potential impacts on treatment system performance and appropriate practices for
minimizing those impacts, including a schedule for implementation of the plan. At a
minimum, include the following elements:
• oil and grease contributions to the collection and treatment system,
• introductory material for new tenants, describing acceptable waste disposal practices
• common practices that adversely affect the collection/treatment system
• notification procedures in case of emergencies.
Submit the plan to: Mr. Larry Coble, Regional Supervisor
NC DENR / Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, NC 27107