HomeMy WebLinkAbout15- Public Works i
CITY OF SAN BERN' RDINO - REQUEST F R COUNCIL ACTION
File No. 3.03 - CUP 93-12
Request for Waiver of Requirement
From: ROGER G. HARDGRAVE Subject: to Connect to Sewer System -
Conversion of Single Family House
Dept: Public Works to Office Use, South Side of
Highland Avenue, 700' West of
Date: 8-20-93 Macy St. (APN 269-021-04 , 05)
Applicant: Development Department
Owner: Danny Alcarez
Synopsis of Previous Council action: Sewer Waiver No. 93-2
None.
Recommended motion:
That Sewer Waiver Request No. 93-2 , for conversion of a Single
Family Residence to office use on existing lots of record located
on the south side of Highland Avenue, 700 feet west of Macy Street
(APN 269-021-0405) , requesting a waiver of the requirement to
connect to the City' s sewer system, be approved.
cc: Shauna Clark
Jim Penman
Ken Henderson
WnAwfle
Contact person: Roger G. Hardgrave Phone: 5025
Staff Report,
Supporting data attached: Letter & Map Ward: 6
FUNDING REQUIREMENTS: Amount: N/A
Source: (Acct No.)
(Acct. Description)
Finance:
Council Notes:
75-0262 Agenda Item No. /�
CITY OF SAN BERN. IDINO - REQUEST F R COUNCIL ACTION
STAFF REPORT
A memorandum has been received from Kenneth Henderson,
Executive Director, Development Department, requesting a waiver
of the standard requirement to connect to the City' s sewer
system. The request was submitted on behalf of Danny Alcarez ,
property owner.
Mr. Alcarez has applied to the City for a Conditional Use
Permit (CUP No. 93-12) to establish an auto towing and storage
facility with an associated office located on the south side of
Highland Avenue, 700 feet west of Macy Street. The business is
known as Danny' s Towing Service.
The proposed office was formerly a single family house
with a septic tank for sewage disposal. The septic tank appears
to be functioning properly.
The nearest available sewer main is located in Highland
Avenue approximately 420 feet east of this site. A study by
Thatcher Engineering & Associates analyzed three alternative
means of sewering this site (see attachment to Kenneth
Henderson' s memo) . Thatcher concluded that all of the three
alternatives would be prohibitively expensive and/or involve
acquisitions of right-of-way from adjacent property owners.
Ordinance No. MC-663 provides that the Mayor and Common
Council may waive the requirement to connect to the sewer system
when a proposed commercial/industrial development will generate
less than 200 gallons of domestic sewage per day (based on 15
gallons per employee per day) ; therefore, a business with less
than 13 employees may qualify for a waiver under this provision.
The Development Department has advised that Danny' s
Towing Service will employ a maximum of 6 persons; therefore, we
feel this project qualifies for a waiver of the requirement to
connect to the City' s sewer system, and we recommend approval of
their request subject to payment of a $500 . 00 administrative
processing fee to this department.
8-20-93
75-0264
V
i
-row
C I i OF S A N B E R N A R D I . J
DEVELOPMENT DEPARTMEPT
MEMORANDUM
TO: ROGER HARDGRAVE
Director of Public Works
FROM: KENNETH J. HENDERSON
Executive Director
SUBJECT: Sewer Connection Waiver Request, Danny's Towing
CUP 93-12
DATE: August 16, 1993
COPIES: Administrator - EDA; Senior Planner; File
In response to the preliminary requirement by the Public Works Department for
the subject project to connect with the public sewer system, this memorandum
will serve as a formal request of a waiver of this sewer connection
requirement. This project is being funded by a loan from the department.
The site is presently served by a subsurface wastewater disposal septic
system, which is currently operating as a single family use. Once the CUP is
approved, the single family use will be converted to an office facility. It
is generally accepted that the amount of wastewater generated by an office use
is substantially less than the single family use.
Based on a review of sewering options by Thatcher Engineering & Associates
(attached), viable physical solutions are limited and it is evident that the
proposed project will not be able to support the sewer installation costs,
where installation is possible.
Therefore, given that the volume of existing septic use will decrease upon the
office conversion and provided that clearance is provided through the
appropriate agencies, on behalf of Danny Alcarez, property owner, we request
that this project be exempted by waiver from the connection to existing sewer
facilities.
Thank you for your assistance in this matter. Should you require additional
information or clarification, please contact Doris A. Daniels, Senior Planner
at Extension 3432.
LA /4 -
KENNETH J. HEND RSON, Executive Director,
Development Department
KJH:DAD:nml:0476q
attachment
THATCHER ENGINEERING & ASSOCIAT-ES
34636 COUNTY LINE ROAD, SUITE 34
YUCAIPA, CA 92399
71 -- (909) 795-1419
fax (909) 795-1486
CIVIL ENGINEERING
LAND PLANNING SURVEYING
Danny's Towing Service July 14, 1993
2305 W. Highland Avenue Job No. 17006.01
San-Bernardino, CA 92305
ATTN: Mr. Danny Alcarez
RE: Domestic sewer service alternatives
Assessor's parcel number 269-021-04,05, City of San Bernardino
Dear Mr. Alcarez:
Pursuant to the request of Paul Toomey, Toomey and Associates, we have
undertaken a review of your alternatives for serving the subject site with
domestic sewer service. Please let this letter summarize our results of that
review.
The subject property is located on the south side of Highland Avenue
approximately 700 feet west of Macy Street, in the City of San Bernardino. The
nearest existing sewer service is located within the Highland Avenue right of way
approximately 280 feet west of Macy Street.
Three alternative alignments were reviewed to serve the subject site. Those
alignments would be as follows:
1.) Construct a service lateral from the existing building onsite northerly to
Highland Avenue (approximately 250 feet) and construct a sewer main within the
Highland Avenue right of way easterly (approximately 420 feet) to the existing
manhole located approximately 280 feet west of Macy Street. This alternative
requires the construction of approximately 670 lineal feet of new sewer pipe. At
a minimum slope of 0.4% for that pipe line an elevation differential within the
pipe of approximately 2.7 feet would be required. Considering the ground
elevation at the site is 1270.0 and a minimum cover over the pipe of 4 feet within
the site and 6 feet within the right of way, the maximum invert elevation of the
service at the manhole would need to be 1263.3. The existing manhole invert is
Q a
Danny's Towing Service 2 July 14, 1993
1268.0, approximately 4.7 feet above the required maximum. In other words,
the site cannot be served along this alignment, by a gravity line and would
require a lift station to the existing manhole. In our opinion a lift station along
with approximately 670 of new sewer service is not an economically practical
solution to serve the site with domestic sewer service.
2.) Construct a service lateral to the south east corner of the property
(approximately 50 feet) and a new main along the southerly property lines easterly
(approximately 700 feet) to Macy Street. This proposal would intercept the
existing main within the Macy Street right of way approximately 300 feet south
of Highland Avenue. The existing invert elevation of the main within Macy
Street at this location is approximately 1260.7. Considering the ground elevation
at the site is 1270.0 and a minimum cover of 6 feet for the required main a pipe
line gradient of 0.44% could be achieved. This would be an acceptable gradient
and is a viable alignment alternative in terms of site topography. However, this
alternative requires acquisition of easements from the five properties that exist
between the subject property and Macy Street. The estimated cost for the pipe
line and required manholes would be approximately $30,000, not including any
related costs for acquisition of the required easements.
3.) Construct a service lateral to the south east corner of the property
(approximately 50 feet) and a new main southerly across the adjacent state
highway right of way and continuing southerly to Washington Avenue
(approximately 400 feet), then easterly within the Washington Avenue right of way
(approximately 700 feet) to the existing manhole at Washington Avenue and Macy
Street. This is obviously a more expensive alternative than alternative number
two; however, could be a viable alternative if the required easements could not be
obtained. This alternative requires a pipe line crossing permit from Caltrans and
at a minimum would require casing the pipe line within the Caltrans right of way.
This alternative also requires the acquisition of an easement from the owner of
assessor's parcel number 269-0321-19. As long as the proposed freeway is to be
built above grade within this area, proper pipe line gradients and pipe line cover
could be attained, and this would be a viable alternative in terms of site
topography. The estimated cost for the pipe line, casing and required manholes
would be approximately $46,000, not including permits from Caltrans and
acquisition of the required easement.
It should be noted the costs shown above are approximate only based on typical
costs relative to normal installation, Thatcher Engineering and Associates in no
0
Danny's Towing Service 3 July 14, 1993
way guarantees that these costs are inclusive of all required costs to install the
proposed systems, and we reserve the right to alter these estimates upon the
completion of final design plans.
Should you have any questions, please do not hesitate to contact the undersigned.
Yours truly,
THATCHER ENGINEERING &ASSOC.
M.W. "Bud" Thatcher III, P.E.
MWT/jg