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ITERDEPARTMENTAX INFORMATION SHEET
RECEIVED
M
SUII.DING DEPARTMENT
ADDRESS:
DEPA&THEtT
tINITS PROVI003?
PARKING SPACES
—4 COVERAGE ALLOWED
HEIGHT
ROVIDEO
PROVIDED
SETBACK
ALLOWED
SIDE SETBACK:
I.ASBSCAPE & IRRIGATION PLAN COMMENTS:
REAR SETBACK
PROTECTION
. FEES:
INDUSTRIAL WASTE
*tt& EASEMENTS
DESCRIPTION
ADDITIONAL COMMENTS
221
DRAINAGE «T 0 1C
€K TO OK TO FINAL DATE
E PROTECTION EQUIP
t COMMENTS
BENTON ENGINEERING, INC.
AITUIBD SOIL MECHANIC* - FOUNDATION*
BB4U RUFFIN ftOADf
BAN DIEGO, CAL-lfONNIA »11 »«
PHILIP HCNKINOBBNTON February 28, 1980
PttMIDKNT . OIVI1. INaiNKIN TlU»H*N« (7MJ ••••1*»
The Gregor Company
229 North El Camlno Real
Enclnltas, California 92024
Subject: Project No. 80-2-21M
Lot Inspection and Moisture Contents In Subgrade Soils
Lot 240 of La Costa Meadows Unit No. 1
Carlsbad , California
Gentleman:
This Is to report the results of our Inspection of the subject lot and also the results of teffl
to determine the moisture contents of the soils in the upper three feet below Finished grade
In the proposed building area at the subject site In Carlsbad/ California.
An Inspection was made by a representative of our organization on February 22, 1980 and
It !s concluded that the soil conditions are essentially the same as presented In our report
on the grading of this subdivision dated October 12, 1971. The soils In the upper three
feet below finished grade were classified as Ty;e A (critically expansfve) and therefore, the
recommendations foi special design and precautions presented in the above dated report
should be Incorporated in the plans and specifications for any proposed construction on
this lot,
Soil samples were also obtained on February 22, 1980 and the results of the moisture
determinations are presented as follows:
Depth Below
Approximate Existing Grade MoUture Content
Location of Samples In Feet _ (% dry wt)
Southwesterly portion of proposed building area 1.0 24.0
2.0 19.9
3.0 19.6
Northeasterly portion of proposed building area 1.0 23,4
2. 0 20. 6
3.0 18.0
Project No. 80-2-21M -2- February 28, 1980
The Gregor Company
If Is concluded from the field observations of the various soil types and the final resulfo of
the moisture determinations that the soils in the upper three feet below finished grade at the
locations sampled have been sufficiently moistened to minimize the potential expansion of
the soils/ as recommended In our report under Project No. 70-10-280, dated October 12,
197U
Respectfully submitted,
BENTOHENGINEERING, INC.
By
R. C. Remer
/
Reviewed by i ^Jf^/V^
Ph 11 TpfT. Ben tort, CI vTI Eng\\
RCE No. 10332
Dhtrlbutloni (3) Addressee
RCR/PHB/c
IKNTON KNaiNKKHINO, INC
^.
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LEUCABJA COUNTY WATKR DISTRICTFOR SEWER SERVICE
SEWFR PERMIT 1SSU&D
R:'_:,JT or BUILDING
BUILD!.-i3 PERMIT MUST BE
D roR Br—Sz^azSQ-
Owner's Name Irwin Weinreb
Mailing Address 2801 Lake Street
Phone No. 415-668-3850
San Francisco, Ca 94121
CazaderoService Address:
Tract Description: —iot-240-U-Costa-Meadews-4r
Assessor's Parcel No. 215-300-32
of Building duplex No. Units 2
<al Size: 4" __ 6" ___ 8" _ Saddle __ Easement
Footaqe: @ $ Extra Depth:
Amount Rec'd $ 800.00
Ck. Mo/Cash 377"
Rec'd By j.g.
Connection Fee
Connection01^
@ $
Lateral Fee
Prorated Sewer
Service fee
Total
$1.200.00
800.00
$ 1,200.00
The application must be signed by the owner (or his authorized representative) of ,
the property to be served. The total charges must be paid to the District at the /
time the application is submitted. t |
<If a service lateral is required, it will be installed by the Leucadia County Watert
District. The service lateral is that part of the sewer system that extends from '<
the main collection line in the street (or easement) to the point in the street (at^
or near the applicant's property line) w!lere.the service lateral is connected to
the^applicant's building'sewer. The applicant is responsible for the constructions;
at the applicant's expense, of the sewer pipeline (building sewer) from the appli-/1
cant's plumbing to the point in the street (or easement) where a connection is made
to the service lateral. (
The connection of the applicant's building sewer to the service lateral shall be ./
made by the applicant at his expense. The connection must be made in conformity ,'•
with the District's specifications, rules and regulations; and IT MUST BE INSPECTEDAND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT,'THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE,TOE INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC^'TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT HILL BE CONSIDERED,.INVALID AND WILL NOT BE ACKNOWLEDGED.
The prorated sewer service fee is based upon the date the District estimates that
_service will begin and covers the_balance of the^fiscal year. There will be no
additional fee or refund if service actually commences on a different date. For
succeeding fiscal years, the sewer service fee will be collected on the tax roll
in the same manner as property taxes. i <
The undersigned hereby agrees that the above information given is correct and agree1
to the conditions as stated.
9922
Owner's Signature Datfe Account No
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