HomeMy WebLinkAboutWQ0002284_Correspondence_19890130DIVISION OF ENVIRONMENTAL MANAGEMENT
January 30, 1989
TO: Carolyn McCaskill, Supervisor
State Engineering Review Unit
Permits and Engineering Branch
THROUGH: Roger K. Thorpe #Valer Quality Supervisor
Washington Regional Office
FROM: Alton R. Hodge, Environmental Engi
Washington Regional Office
44
SUBJECT: Rinnakeet Shores Proposed Expansion
Dare County
Bissell Associates latest submittal on this project has been reviewed. The
eight rotary distributors have been reoriented to allow for maximum separation
to the interceptor ditch. I called Mr. Bill Gilbert of Bissell Associates
January 27, 1989, and related the following concerns. Mr. Gilbert indicated he
would relay my concerns to the owners and get back to me within two weeks.
1. Six of eight rotary distributors are still within the maximum
distance to a line sink (200 feet).
2. Even though the requirement for green area is met, there is no
location for additional rotaries in the event an existing rotary
failed.
3. The concept of cluster rapid rate disposal systems at a close
proximity to roperty lies is, in my opinion, a mistake. The
problems are p(a) very little dilution, if any, before the perimeter
of compliance is encountered, (b) the perimeter of compliance is
very close.
ARH:ekw
BISSELL ASSOCIATES
ENGINEERS, ARCHITECTS, PLANNERS & SURVEYORS
RL(:EI�
WASHINGT C
January 18, 1989 JAN 191989
r
Mr. Arthur Mouberry, P.E.
Supervisor, P. & E. Unit
NC Division of Environmental Management
512 North Salisbury Street
Raleigh, North Carolina 27611
RE: Kinnakeet Shores Soundside Phase I, Dare County
Wastewater Treatment and Disposal
Bissell Associates Project No. 1522.00
Dear Mr. Mouberry:
Please find enclosed three (3) copies of the revised plan for the
Kinnakeet Shores wastewater treatment plant. Revisions were made
at the request of Mr. Al Hodge of the NC Division of
Environmental Management, Water Quality Section.
The rotary distributors have been reoriented so as to provide \
maximum separation between the rotary distributors, the
surrounding interception ditch, and existing buildings north and
east of the plant.
Hydrologic modeling based on this revision will be performed by
Russnow, Kane & Andrews, Inc. and will be forwarded to you upon
completion.
Please contact us immediately if further information or
assistance is needed in order for you to grant approval by D.E.M.
Thank you.
Sincerely yours,
BIS SOCIATES
P. Phillip Shu, P.E.
Director of Engineering
cc A''l, .H'od ge
Ed Andrews
4112 N. Croatan Hwy.
P.O, Drawer 1068 Kitty Hawk, NC 27949
FAX 919-261-1760
(919) 261-3266