EC2020-0001APN NUMBERS:
764-200-071, 072, 073, 075
LEGAL DESCRIPTION:
BEING LOT 85, 86, AND 87 OF TRACT NO. 31681-2, MB 397, PAGES 34 THROUGH 44.
OWNER INFORMATION:
NAME: NOLAN SPARKS (CONTACT)
COMPANY: SUNRISE LQ, LLC
ADDRESS: 81-570 CARBONERAS, LA QUINTA CA
OWNER'S AQMD CERTIFICATION NUMBER'
CONTA
SIGNA-
DATE:
INDIVIDUAL QUALIFIED FOR SWPPP INSPECTION: (WDID NO. 7 33C337334)
NAME: 130P7 Ftil..��
COMPANY: INCOMPLI INC.
CONTACT PHON BE 71 818-0592
SIGNATURE: OSP;t#: ,�A'iS7
DATE bit • l� •
OWNER CERTIFICATION:
I CERTIFY THAT I HAVE READ THIS STORM WATER POLLUTION PREVENTION PLAN AND UNDERSTAND I AM RESPONSIBLE
COMPLIANCE OF THIS PROJECT TO THE SWPPP CONTROL PROVISIONS NOTED OR REFERENCED HEREIN. AS THE AUTHC
COMPLIANCE OF THIS PROJECT I WILL RESPOND TO SWPPP COMPLAINTS WITHIN 1 HOUR LIMIT. I UNDERSTAND THAT
SWPPP CONTROL IS REQUIRED 24 HOURS PER DAY 7 DAYS A WEEK, FROM THE DATE OF THE PROJECT IS FIRST DISTURE
W ANY WAY FROM THE NATURAL VEGETATED CONDITION, AND CONTINUE UNTIL THE TIME THAT THE PROJECT SITE AND
IMPROVEMENTS ARE COMPLETED AND THE PROJECT SITE IS ACCEPTABLY RE -VEGETATED AND PAVED.
NAME: PHILLIP K. SMITH, JR.
COMPANY: SUNRISE LQ LLC & ALDALUSIA COUNTRY CLUB, LLC
ADDRESS: 81-570 CARBONERAS LA QUINTA CA
CONTACT PHO NLJ,M EFS: 760 408-0106
SIGNATURE -
DATE: 4P7 Z 9 Z'0Zn
TWO WIDE GRAVEL
BAGS
TWO
HIGH
SECTION A -A
7__�,C"
3" CLR. (TOP ROW ONLY)
NOTE: BARRIER SHALL BE MINIMUM OF 1' IN HEIGHT
EXCEPT FOR BARRIERS AT STREET GRADE ]8i
(UNPAVED) WHICH SHALL BE MINIMUM 18" HIGH
GRAVEL
GRAVEL
BAGS
r
t
GRAVEL BAG CHECKDAM
AT CATCH BASIN
SECTION C -C
�3 CATCH BASIN BARRIER PLACEVENT (SE1 C)
NO SCALE
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
0
811
2 WORKING DAYO BEFORE YOU DIC(
1" TO 3" COARSE
AGGREGATE BASE
6" THICK
"TRACK CLEAN" RUMBLE STRIP 14' X 48'
MANUFACTURER TRENCH SHORING
DETAIL - CONSTRUCTION ENTRANCE
N.T.S
Z
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Q
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LL
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PROPOSED
13 GATE ACCESS
CONSTRUCTION NOTES:
T INSTALL FIBER ROLLS (SE -5) PER THE CASQA BMP MANUAL.
CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND EXIT
(TC -1) PER THE CASQA BMP MANUAL.
CONSTRUCT STORM DRAIN INLET PROTECTION (SE -10) PER
DETAIL THIS SHEET.
REFERENCE MAP
SCALE: 1" = 100'
1 INCH= 10O FT_
(IN FEET)
D 100 150 200 300
U�0�
PROJECT AIF
S ITE58TH AV E
u_I
U la -I
BMP IMPLEMENTATION NOTES:
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0
IMPLEMENT NS -9 & 10, DURING ALL VEHICLE & EQUIPMENT
500 L
CONCRETE AREA
62ND AVE.
LANDSCAPE/ D.G. AREA
MAINTENANCE & FUELING DONE ONSITE PER THE CASQA BMP MANUAL
DIRECTION OF FLOW
❑2
IMPLEMENT WM-1, DURING ALL MATERIAL DELIVERY & STORAGE & WM-2
VICINITY MAP
FIBER ROLLS
MATERIAL USE PER THE CASQA BMP MANUAL.
NTS
❑3
IMPLEMENT WM-3, STOCKPILE MANAGEMENT USING EC -7, PLASTIC
SECTION 27, T 6_S., R. 7.E., S.B.B.& M.
SHEETING, & SURROUND WITH SE -6 GRAVEL BAGS PER THE CASQA BMP
MANUAL.
®
IMPLEMENT WM-4, SPILL PREVENTION DURING ALL ACTIVITIES PER THE
CASQA BMP MANUAL
[]5
IMPLEMENT WM-5, SOLID WASTE MANAGEMENT PER THE CASQA BMP
MANUAL.
®
IMPLEMENT WM-8, CONCRETE WASTE MANAGEMENT & NS -12 & NS -13
DURING ALL CONCRETE ACTIVITIES PER THE CASQA BMP MANUAL.
fl
NOT USED
a ®
NOT USED
7 90
IMPLEMENT SE -7, STREET SWEEPING PER THE CASQA BMP MANUAL.
10
IMPLEMENT NS -3, DURING ALL PAVING, GRINDING & SAWCUTTING
OPERATIONS PER THE CASQA BMP MANUAL.
11
INSTALL SE -5, FIBER ROLLS PER THE CASQA BMP MANUAL.
12
IMPLEMENT SE -10, STORM DRAIN INLET PROTECTION PER THE CASQA
SMP MANUAL.
13
INSTALL TC -1, STABALIZED CONSTRUCTION ENTRANCE AND EXIT PER
THE CASQA BMP MANUAL.
14
IMPLEMENTWM-9, SANITARY/SEPTIC WASTE MANAGEMENT, PER THE
CASQA BMP MANUAL.
15
NOT USED
STORM WATER POLLUTION PREVENTION PLAN NOTES:
1. ALL PROJECTIVE DEVICES SHOWN SHALL BE IN PLACE AT END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. SILT AND OTHER DEBR€S MUST BE REMOVED AFTER EACH RAINFALL.
2. IF GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES PRIOR TO STORM
EVENT, THE SLOPES SHALL BE STABILIZED BY STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION
AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA.
3. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE REMOVED
FROM THE SITE AS DIRECTED BY THE INSPECTOR.
4, ALL EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS EMINENT.
5. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
6. ERODED SEDIMENT AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE
VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND.
7. EXCESS OR WASTE CONCRETE OR DRILLING FLUIDS MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE
SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.
8. TRASH AND CONSTRUCTION RELATED SOLID WASTE MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION
OF RAINWATER AND DISPERSAL BY WIND.
IMPLEMENT THE FOLLOWING THROUGHOUT DURATION OF PROJECT:
EC -1 - SCHEDULING
EC -2 - PRESERVATION OF EXISTING VEGETATION
WE -1 - WIND EROSION CONTROL
WM-1 - WIND EROSION CONTROL
WM-2 - MATERIAL USE
WM-3 - STOCKPILE MANAGEMENT
WM-4 - SPILL PREVENTION AND CONTROL
WM-5 - SOLID WASTE MANAGEMENT
WM-9 - SANITARY WASTE MANAGEMENT
WDID NO. 7 33C387384
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PAVED AREA
500 L
CONCRETE AREA
LANDSCAPE/ D.G. AREA
—�
DIRECTION OF FLOW
�*w
DRAINAGE AREA
— — -- —
FIBER ROLLS
WDID NO. 7 33C387384
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