3252R
With proper validation
this form constitutes an
encroachment permit
L
1
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
til
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: 7/21/00
Subdivision Improvement Permit — Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Ave. 48 Northside between Adams St. & Dunes Palms Rd.
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install well site Sketch (attach construction plans if appropriate)
for CVWD
DESCRIPTION OF CONSTRUCTION Site iMnrQVAMPentts
water, alae:trie. nonerptte driwawav, 81 bloek wall
& storm drain See Attached Conditions
DIMENSION OF INSTALLATION OR REMOVAL
AC trench waterline 5' x 20'
SIZE OF EXCAVATION, IF NEEDED 48" water 5' basin
APPROXIMATE TIME WHEN WORK WILL BEGIN 7/24/00
APPROXIMATE TIME OF COMPLETION 45 days
ESTIMATED CONSTRUCTION COST $ 105.749
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signlature of Appk t_w_Argent
J.H. Thomnson & Sans. Zne. 79607 Country Club Dr.. Bermuda Dunes. CA 345-6003
Name of Applicant (please print) Business Address Telephone No.
Jose Martinez
Name of Contractor and Job Foreman Business Address Telephone No.
734478 07101
Contractor's License No. City Business License No.
Craic_ Aanaard. Ine. G/L CCT,122469099
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
—0—
$ —0—
Date
-252
PERMIT VALIDATION O K
PERMIT NO. 3252
DATEAPPROVED 7/21/00
EXPIRATION DATE 12/31/00
DATE'ISSUED V21/00
Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
j
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: 7/21/00
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Ave. 48 Northside between Adams St. & Dulles Palms Rd.
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install well site Sketch (attach construction plans if appropriate)
for CVWD
DESCRIPTION OF CONSTRUCTION Site imnrovaments
vatAr. ^IAntric. nnneret A drivoway. 8' 1131ock wall
& storm drain See Attached Conditions
DIMENSION OF INSTALLATION OR REMOVAL
AC trench waterline 5' x 20'
SIZE OF EXCAVATION, IF NEEDED 48" water - 5' basin
APPROXIMATE TIME WHEN WORK WILL BEGIN 7/24/00
APPROXIMATE TIME OF COMPLETION 45 days
ESTIMATED CONSTRUCTION COST $ 105,749
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property.
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Sign&t a of APoid a t_od-.Agent
_ J.H. 'Thomason & Sons. Inc. 79607 Country Club Dr., Bermuda Dunes, CA 345-6003
Name of Applicant (please print) Business Address Telephone No.
Jose Martinez
Name of Contractor and Job Foreman Business Address Telephone No.
739478
Contractor's License No.
07101
City Business License No.
Crate HauRard. Inc. G/L CCL122469099
Applicant's Insurance Company Policy Number
r
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee " 0—
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ " 0—
Receipt No.
Received by
Date
3252
PERMIT VALIDATION
PERMIT NO. 3252
DATE APPROVED 7/21100
EXPIRATION DATE 12/31/00
DATEISSUED 7121/00
01
FtV
/ C-Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
07/20/2000 16:38 7607777155 CITY OF LA QUINTA PAGE 01
NOTE:
Whh pt'oper veil latlon
thb jorm corhalkvises an CITY OF LA OVINTA
ancroac hment um., h APPLICATION FOR. PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
p
For ttm a nmuadon o1 public or privets curbs, driveways, pave nentt, sidewalks, Perking Ion, sewfn, Wolff mains
any ath*r like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvererent Permit — Clsl• III
GATE:
-7-21. lzcO Minor Improver m Permit Csfw IV
No 271{• s L c�E
LOCATION OF CONSTRUCTION .e L4
PA -wl ED
i gmm sdthew a owerisr w at Location) W f'L(� f TE
STRUCTION Ila S TAU Sketch In+erh Construction plans If awrooriaLe)
pUR CON
oWWR(LoF utC crew•► CoulP1�iv�5
lc.• ca,nc�,.a.�.p I
_ t fg a,<-c. error art ova �►.�
OIM NSION OFOTAILLAT110 COVAL r X J
SIZE OF ExPVATION. IF NEEDED.
APPROXIMATE TIME WHEN WORK WILL BEt31N t
APPROXIMATE TIME OF COMPLETION
EfITIMATEO CONSTRUCTION COST 6 t�
Ilnekrdkto renrorN of ON
obatn-lpn, metarleb, end deeds. bKlttNltng, -fn-
pfctbn and plo6rrper pmangm resurfacing and/or replacing imp►Gvartnnts)
In consldmtbn of tree granthm of phis parmh, she applioant harOV press to:
Intutaufy.•ddemd and awe the Chv. Ins ewrtlherized or-U, oferooe, vvnM^vtivah Woo a^hp�Map. MmMMt horn erns allshm one and YI
rter, erbWt4r a► ha, rfeunlrw from dbkM a ppwt n Barb and er" out err MY Weraeht, roes a dwrww fe parsons or propahZY
IMw undd the oarmft Panted pureomt so this owep-tion.
PsFPaMrra a oeeffrNha M • ppatntte re.rhr of srry worn arhdwta4en
NotMVh sew AdodriU'dbf AhMaky at lam have Hh atrare" a ens lbw then vrwk wMV be stwo&
canpM wish all FAWI tebfa Chy Orolnamete. ens bnn+ and ooad tom of dw pwm nd m +ppf ANS, .fw na ►quwbn of the ChoI oa�f RR
Le Oulab and M Path Ia +cry eddhienei malammem nece�r r w dhr few" el this A+ O
Sf n srl lent �bo
?9 607 66uN; C4-0ir •Z 3 4�--6CD3
(1 Nanr of Applicant (plaMe print) Business Ad** +� Fj4e'-V•u VA- TeWO" No,
i um of A n2a Wee Fez- % qg�v �J A► A W -760 j O -31'
Num of Gana mom ancf sob Fonrman
?aq4-7e
�w
canMter'e Uorm. No.
C.1LA ICry BP,4 GAD TN-C
Business Add/tu 0 I 1 U 1 Telephone No.
Clty Business Licenaf No.
4I)j- ' CCt.,/ZZy 640 QQ %
Appsemes lasuram Coenparri Policy Nurttbtr
FEU: Sab*v%W" hossevem '--I P—tt CiC� 11
Pubsle Improwwsail b: 3% of oW mated conatructlon oofb
PrM"lwep►owe wom 9%of finifhabd ocrWrumian costs
Mk w lfrrgrovflment Pormh — Class IV: Sae at —had scMdule
Ifelpaadon Fes S I
psnrtM Fear
d
1Yvnity
Caslf D.pC.k4arwav Bond
M MNP*W
TOTAL: s
Regrlpt
Revelved lay Date
2774
PERMIT VALIDATION
PERMIT NO. 32 S Z
DATE APPROVED Ll 0
EXPIRATION DATE ( 00
DATE ISSUED o
Adminktnthre Authority
Reowdod by , TeI6PNN*; (619) 777-7075
The following General and Special Provisions are attached to and made a part of Permit No. �� v
GENERAL PROVISIONS
The following shall always apply:
ENROACHMIENT ON PRIVATE PROPERTY- This permit authorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACHLAYING CONSTRUCTION EQUIP!•Mfl: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shaII be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipment only shell be used in backfill operations in paved areas. If the existing
pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City.of La Quint& shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (27 of A.C.
surfacing plus appropriate Beal cost as -specified above.
PROTECIION OF TRAFFIC: All excavations and work areas shall be Properly lighted and barricaded as deemed necessary by the
City Engineer or La Quints. City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City Shall be notified.24 hours in advance of any traffic detours or delineations.
CARS OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steal culvert and
concrete Structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations Shell be removed from the right
Of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately. after backfill end compaction.
Existing gutter line and drainage ditches shall be replaced to their original Standard or better. All excess material shall be •removed
Prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints roads, it shall
be the responsibility of, the permittee (contractor) to control We water and to provide off-street barricades when necessary..
CLOSING STREM: No Street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining, property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall contact We office to obtain the necessary permission.
SPECIAL PROVMONS
The following shall apply when indicated:
ANOTIFICATION: Peimittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
R UTIILITY CILARANCI : (Substructures) Prior -to making any excavation within the City of La Quints right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
R3 irMHY CLEARANCE. (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT' WIDENING; Area between the proposed concrete gutter line and the existing road pavement Shall be surfaced
with inches of A.C. paving placed on inches of class aggregate subbase course having an 'R'
value of not lose than and in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
R5 PARKWAY GRADING: Area between the property line and top of the.proposed concrete curb Shall be graded to a slope of
1/4 inch to oan.foot (I).
/Rb j GRADE CFIECIMG: City of La Quint& shall check grades upon receipt of plan and profile and/or grades as established by
licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quints Standard 8207.
RS DRIVEWAYS: A.C. driveways shell be constructed ae not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1R inches of A.C. paving placed on !�� of class aggregate base.
Driveway construction shall conform to attached drawing.
SIGHT C EARANCS: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
0�9.
RIO SOIL SIERUmm. The area to be surfaced shall be treated with soil sterilizer. Rate of application shall com nply with. the
manufacturer's specifications.
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SPECIAL CONDITIONS --PERMIT NO.3252
--- J.H. THOMPSON & SONS ---
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10. § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. J.H. Thompson & Sons, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. All areas shall be kept watered down daily including weekends.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance.18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and
maintenance of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday. 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on' legal holidays and Sundays.
5. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m.
3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal
operation at the intersection is to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private
street and for any damage to other City streets or facilities as a result of work performed under this
permit.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City
for review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility toappropriately detour and barricade all construction sites.
Special Conditions - Permit No. 3252 Page 1 of 4
SPECIAL CONDITIONS --PERMIT NO.3252
--- J.H. THOMPSON & SONS ---
8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of one travel lane of paved surface shall be
maintained with flagmen at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements; signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise
specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in
the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no
water densified compaction via jetting or flooding or other means shall be allowed. It shall be the
Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material,
such material shall be removed to the limits directed by the Geotechnical Inspector and/or the
City Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at an appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall. be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the
depth of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall
be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this .portion of trench, the City Inspector shall establish the maximum lift
thickness to be compacted for the remainder of the project.
Special Conditions - Permit No. 3252 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO.3252
--- J.H. THOMPSON & SONS ---
F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per300 linear feet of open trench, at randomly selected locations within the open
length of trench.
G. The depth of the randomly selected compaction tests shall also be randomly selected except
that where multiple tests are required in a given length of trench, the tests shall be no closer
than three feet (vertically) from each other.
H. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all
test results shall be furnished to the City Inspector.
12. All excavations within City of La Quinta right -of --way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of
the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed
that which can not be backfilled in the. same day. Excavated trenches shall not be allowed open
overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet
in length, open overnight at a point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),.
permanent pavement replacement shall be completed no later than seven (7) days after the
completion of the work. Permanent pavement replacement shall conform to the following
conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges.
shall be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker
than existing of asphalt concrete over the same existing thickness of crushed aggregate base
or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of
the Standard Specifications for Public Works Construction. The replaced pavement and base
material shall be compacted to 95% relative compaction and respectively tested, for each 300
linear feet of trench. Verify exact structural replacement section thicknesses with the City
prior to installation.
Special Conditions - Permit No. 3252 Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO.3252
--- J.H. THOMPSON & SONS ---
C. Permanent pavement replacement shall be installed using a City approved V max medium
asphalt concrete as the base course lift and a City approved %2" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during
the trenching operation located adjacent to the trench sawcut shall be cold -milled to a depth
of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -
milled area and base asphalt concrete in the trench area shall be overlaid with a City approved
C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut
removal lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal
lines.
E. If grinding and capping operations are not performed in the same .day as base paving
operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from
saw -cut edge,to saw -cut edge flush with the existing street surface. The base course lift of
paving shall not be left 0.10' low in anticipation of grinding and capping.
F. Any existing lane striping affected by this resurfacing shall be replaced in. kind by the
Permittee, as directed by and to the satisfaction of the City'Engineer. Affected traffic signal
loops shall be removed and replaced in kind. The finished pavement surface shall be smooth,
consistent, and shall conform to the surrounding grades.
16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work
performed under this permit with an approved dust control treatment. Soil stabilization shall be done
immediately after completing the operation.
17. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically
grants permission to use the street to deliver street construction materials and/or equipment.
18. This permit allows for the construction of the Well Site (5715) on Ave 48 between Adams and Dune
Palms per the approved plans for APN 649-030-036.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3252. Page 4 of 4
• TLC ,�j !�'�(, SSA'
Sladden Engineering.
6782 Stanton Ave. Suite E. Suena Parse, CA 90621 (562! 864-4121 (7141 523.0952 pax t7141 52.1-1369
351•725 Garand Ln . Suite G palm 00sr•rt, CA 92211 (760) 772.3893 Fax (760) 772.3895
Occcrr+ber i yy9
Rt:vlS�d I �- i ! •99
CAlclll;s Residential Cirnup
5 Park f'lctia. Suite 400
lrvinc, California 92614
Attention; . Mr. John 0'8rien
e_ 3 �.2.
Project: C V WD Well Si1c
APN 649-030-032/AVOLae 48
I.s Quinla.Tallfor'nia
Suh�s:�t Site Soil C'onditimis - Ks ncdial Oradine Opffoos
11rojeci No
I his memo was prc,Taree to prvvidc written con irmation of our Field recOntnwidat'bnq and
i�t:}.htar� ^tl:'�rS;;t,Un� re2,erdrnP th" X011 cnndif+onl _I?countcred at the Ov and 'hO related
remedial grading options. As you are ewivc. excessive organics and wrt un.tnhlc iojls were
encountered during the initial au(:rrpt to gr.ide the T1te wel suite were prominent ill, ntghout
talc well Site :)-CA :rod the surface Soil. w�-c unable to ,upport the grading cquipment dui ring our
initial vicir to the site. In addition (v .hc wet, .,ods. subsl,+niial concentrations or organic 6itarial
were obsrrvcd n ccveral areas. �
Rased _+pun , ,c conditions observed on the surlace and within severed hackhoe pits cxcRlated in
the area; the rear surlace -will curimsl primarily of fine grained windblown wide and prYmitront
clayey silt layer. overlying fine grained %kindbiuwn sands. The rlayev silt layers were generally z
to 1 (cet in thickness and appeared �atumted during vur initial site visil apparclitly as a riul't of
extended prewatering perl'urmed by the grading contraclur using Sprinklers. The orgari�s wcrc
also very DreYillCtt+ with concenlrel:6IlS .� to ?fact in dt:nth observe) Ira many areas.
As i• Ivpicdl for the area, we expccl that during watering the water percolated through the
permeiOlc surlace sands and accumulated within the clayey hilt layers and organic inatcrif is. As
a result of the excessive muisture cnnte^t the; surface Roils were Lnahle to suppokii heavy
equipment. Althn:tgh the surface coils appear is-% have dried signilicartiy since our ini}ial site
visit. wet am! pomitially unstabic soli; should be anticipated at the subject. sits:.. Elie wica cs�ilc
trigv impie, ;ilc gradir+v- and maN rcyisirs: reowdial Critding in c.rcLc; o f thar evructcd. �
i
In order to nccomplish the rcquirud `ate erading it iTI,ty the ,ecessary to h;: wet
surface soils. .Siyhili7ation may bu ae:cnviplished by rcmuval Of %yet unsteblc miils it -
drying or illix:ng or wet ;o;;5 with dry aril", to n,;hit!Ve Ileal' optitnUM moistntti Will+C++t. C'drrpklc
removal of the ;,r4,,!,;c materials thm exist riva; the sur!at;c is, many areas is AS" rcco111nen1ded.
� y-
P . li -i
December 7. ! `)99 -3- proicc.z \4 544=921-7
Revised 12. :-99 99 12-Z64
I
Based. upon, our recent u1)sd:r%,a1io,,S ni the situ, w'c expect that removals of 2 10 he
nccec.n�y' ; , acud�n,plich dequ stc,biliiatio,r and orgal) a Ina. remova . Oatx re, ,wed. the
wet sets :.)ay he spread and Alowed to dry or mny he mixed with dry wil until nea. optimum
moisture content is attained. The suits may then be repl4cud in thin lifts and cumpactcd to at least
901/'o of ntz%im,un density, Thu ,organic m,tturinh -ilinuld he removed frum tic cite. If wet and
unstable sCAS exist within the bottom (, r tl,c cxca 1tions. dry soil: may he utilized to " rdgc'` the
unctahlc. s�.ls and additional removals should not he necessary.. The dry. -oils should b4 plaecd in
relatively !hick IjfZ.s (? to 2 fleet) wit!t !ightweibht equipment and minimal compac>live effort.
Croce the Jr,dlking is accomplishud. !11:2 SLII'Mce sc culd bu properly compactcu. Renfovals and
backf il)ing should be performed with lightweight track equipment to limit the potentidl i or funher
disturbance and/or instability. $ecauae there are no cum(+action cpeciftcations indicacd on the
Krdding plan. compactive cf.brt should be minimind.
If ynu have questions regarding this leper, j,Jease contact the undureiSned.
Respectfully �,uhmitted. j
SLAD,Dr.N E GINEFRING I .
oFeea�p�,�
AIVO
Brett I.. A Berson
,Principal E;:�inccr .� sa �
I No. C 45389. k
Lette r.- pc ExD. 9-30.2002 i
sr Civil- .P
Copies: -,(''atellus Residers oP— John VIAricn
8��h -7
O/V �S �