TOWN OF DEERPARK · TOWN OF DEERPARK PROPOSED LAKE Orange County, New York Dragon Springs Buddhist, Inc. Town of Deerpark Revisions Description By Date : 01/28/2018 Scale: 1"=100
1
TOWN OF DEERPARK PROPOSED LAKE Orange County, New York Town of Deerpark Dragon Springs Buddhist, Inc. Description Revisions By Date : 01/28/2018 Scale: 1"=100' Sheet Checked : KL Drawn: MP C-3 Date KAIJIN LIANG, P.E. Consulting Engineer 140 Galley Hill Road Cuddebackville, NY 12729 GRADING & EROSION CONTROL PLAN & DETAILS New York State Lic. No. 79716 Kaijin Liang P.E. they contain the original seal and signature of the Engineer true and valid copies unless Plans shall not be considered to this plan is a violation of the New York State Education Law Unauthorized alteration or addition MATCH LINE (SEE DRAWING No. C-2) DADAO ROAD SEQUENCE OF CONSTRUCTION THE WORK IN EACH STEP IS TO BE COMPLETED BEFORE THE NEXT STEP COMMENCES. 1. INSTALL SILT FENCE. 2. ROUGH GRADE ACCESS ROADS. 3. CONSTRUCT AND STABILIZE SEDIMENT BASIN AND TRAPS AND DIVERSION BERMS IF REQUIRED. 4. EROSION CONTROLS AND SEDIMENT TRAPS MUST BE CONSTRUCTED, STABILIZED AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS. 5. CLEAR AND GRUB SITE AND REMOVE TREE STUMPS. 6. STRIP TOPSOIL AND STOCKPILE AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN SHEET. 7. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER. 8. INITIATE EARTH MOVING ACTIVITIES FOR SITE DEVELOPMENT. ANY UNSUITABLE MATERIAL IS TO BE REMOVED FROM THE PROJECT SITE. 9. ROUGH GRADE SITE AND STOCKPILE, STABILIZE AND SEED EXCESS MATERIAL. 10. THE SITE GRADING ACTIVITIES SHALL BE INITIATED AND PROCEED IN SUCH A MANNER AS TO DIRECT ALL STORM WATER FROM DISTURBED AREAS TO THE SEDIMENT CONTROL STRUCTURES. 11. ALL GRADING AND EXCAVATION SHALL BE CONTINUOUS THROUGHOUT THE PROJECT UNTIL FINAL STABILIZATION IS ACHIEVED. 12. EXCAVATE FOR BUILDING FOOTINGS AND FOUNDATION. 13. INSTALL INLETS AND CULVERTS AS SHOWN ON THE SITE DRAINAGE AND GRADING PLAN. INSTALL INLET PROTECTION IN ACCORDANCE WITH THE CONSTRUCTION DETAILS 14. INSTALL WASTEWATER CONNECTION AND WATER SYSTEM INCLUDING IF REQUIRED. 15. ROUGH GRADE REMAINING PARKING TO CURB LINE AND STABILIZE WITH SUBBASE. 16. COMPLETE FINAL PAVING OF THE PARKING AREA. 17. RESEED, REMULCH AND RESTABILIZE WHERE NECESSARY. 18. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT TRAPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING AND IF SEDIMENT CONTROL BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 19. REMOVE SILT FENCING ONLY AFTER ENTIRE SITE HAS BEEN STABILIZED. VEGETATED AREAS SHALL BE CONSIDERED PERMANENTLY STABILIZED WHEN A UNIFORM 70% VEGETATIVE COVER OF EROSION RESISTANT PERENNIAL SPECIFIED HAS BEEN ACHIEVED, OR THE DISTURBED AREA IS COVERED WITH AN ACCEPTABLE BMP WHICH PERMANENTLY MINIMIZES ACCELERATED EROSION AND SEDIMENTATION. UNTIL SUCH TIME AS THIS STANDARD IS ACHIEVED, INTERIM STABILIZATION MEASURES AND TEMPORARY EROSION AND SEDIMENT CONTROL BMPS THAT ARE USED TO TREAT PROJECT RUNOFF MAY NOT BE REMOVED. DURING PERIODS OF DROUGHT, IRRIGATION SHOULD BE UTILIZED UNTIL STABILIZATION HAS OCCURRED. MATCH LINE (SEE DRAWING No. C-2) LEGEND MATCH LINE C-2 C-3 GRADING PLAN INDEX MAP GALLEY HILL ROAD HEBIAN ROAD JINLU ROAD JINLU ROAD ZHENGDAO ROAD RENXIN ROAD ZHENGDAO ROAD GENERAL REVISION MP 10/23/18
they contain the original sealand signature of the Engineer
true and valid copies unless Plans shall not be considered
to this plan is a violation ofthe New York State Education Law
Unauthorized alteration or addition
MATCH LINE
(SEE
DR
AW
ING
No.
C-2
)
DADAO ROAD
SEQUENCE OF CONSTRUCTION
THE WORK IN EACH STEP IS TO BE COMPLETED BEFORE THE NEXT STEP COMMENCES.
1. INSTALL SILT FENCE.
2. ROUGH GRADE ACCESS ROADS.
3. CONSTRUCT AND STABILIZE SEDIMENT BASIN AND TRAPS AND
DIVERSION BERMS IF REQUIRED.
4. EROSION CONTROLS AND SEDIMENT TRAPS MUST BE CONSTRUCTED,
STABILIZED AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS
WITHIN THE TRIBUTARY AREAS.
5. CLEAR AND GRUB SITE AND REMOVE TREE STUMPS.
6. STRIP TOPSOIL AND STOCKPILE AS SHOWN ON THE EROSION AND
SEDIMENTATION CONTROL PLAN SHEET.
7. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES
MUST BE 2:1 OR FLATTER.
8. INITIATE EARTH MOVING ACTIVITIES FOR SITE DEVELOPMENT. ANY
UNSUITABLE MATERIAL IS TO BE REMOVED FROM THE PROJECT SITE.
9. ROUGH GRADE SITE AND STOCKPILE, STABILIZE AND SEED EXCESS
MATERIAL.
10. THE SITE GRADING ACTIVITIES SHALL BE INITIATED AND PROCEED
IN SUCH A MANNER AS TO DIRECT ALL STORM WATER FROM
DISTURBED AREAS TO THE SEDIMENT CONTROL STRUCTURES.
11. ALL GRADING AND EXCAVATION SHALL BE CONTINUOUS
THROUGHOUT THE PROJECT UNTIL FINAL STABILIZATION IS
ACHIEVED.
12. EXCAVATE FOR BUILDING FOOTINGS AND FOUNDATION.
13. INSTALL INLETS AND CULVERTS AS SHOWN ON THE SITE DRAINAGE
AND GRADING PLAN. INSTALL INLET PROTECTION IN ACCORDANCE
WITH THE CONSTRUCTION DETAILS
14. INSTALL WASTEWATER CONNECTION AND WATER SYSTEM INCLUDING
IF REQUIRED.
15. ROUGH GRADE REMAINING PARKING TO CURB LINE AND STABILIZE
WITH SUBBASE.
16. COMPLETE FINAL PAVING OF THE PARKING AREA.
17. RESEED, REMULCH AND RESTABILIZE WHERE NECESSARY.
18. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT TRAPS
MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE
INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH
RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND
REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR,
REPLACEMENT, REGRADING, RESEEDING AND IF SEDIMENT CONTROL
BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS OR
MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.
19. REMOVE SILT FENCING ONLY AFTER ENTIRE SITE HAS BEEN
STABILIZED. VEGETATED AREAS SHALL BE CONSIDERED
PERMANENTLY STABILIZED WHEN A UNIFORM 70% VEGETATIVE
COVER OF EROSION RESISTANT PERENNIAL SPECIFIED HAS BEEN
ACHIEVED, OR THE DISTURBED AREA IS COVERED WITH AN
ACCEPTABLE BMP WHICH PERMANENTLY MINIMIZES ACCELERATED
EROSION AND SEDIMENTATION. UNTIL SUCH TIME AS THIS STANDARD
IS ACHIEVED, INTERIM STABILIZATION MEASURES AND TEMPORARY
EROSION AND SEDIMENT CONTROL BMPS THAT ARE USED TO TREAT
PROJECT RUNOFF MAY NOT BE REMOVED. DURING PERIODS OF
DROUGHT, IRRIGATION SHOULD BE UTILIZED UNTIL STABILIZATION HAS
OCCURRED.
MA
TCH
LI
NE
(SEE DRAWING No. C-2)
LEGEND
MATCH LINE
C-2
C-3
GRADING PLAN INDEX MAP
GALLEY HIL
L ROAD
HEB
IAN
RO
AD
JINLU
ROAD
JINLU ROAD
ZHEN
GDAO
RO
AD
REN
XIN
RO
AD
ZHENGDAO ROAD
GEN
ERA
L R
EVIS
ION
MP
10/2
3/18
AutoCAD SHX Text
522.5
AutoCAD SHX Text
522.2
AutoCAD SHX Text
700.8
AutoCAD SHX Text
631.3
AutoCAD SHX Text
634.6
AutoCAD SHX Text
527.2
AutoCAD SHX Text
BRIDGE #2
AutoCAD SHX Text
ACCESS ROAD
AutoCAD SHX Text
HYD #7
AutoCAD SHX Text
EXIST. INTERMITTENT STREAM
AutoCAD SHX Text
CONCRETE BLOCK RETAINING WALLS
AutoCAD SHX Text
EXIST. STREAM
AutoCAD SHX Text
PREVIOUSLY APPROVED STORAGE SHED #3 (RELOCATED)
AutoCAD SHX Text
100'x60'
AutoCAD SHX Text
COVERED DRIVE
AutoCAD SHX Text
P-HYD #19
AutoCAD SHX Text
674.3
AutoCAD SHX Text
672.0
AutoCAD SHX Text
EXIST. SWALE
AutoCAD SHX Text
EXIST. STREAM (CLASS C(T))
AutoCAD SHX Text
I=511.10
AutoCAD SHX Text
I=510.07
AutoCAD SHX Text
27LF S=0.015
AutoCAD SHX Text
EXIST. 12" HDPE
AutoCAD SHX Text
EXIST. SWALE
AutoCAD SHX Text
PROPOSED PARKING GARAGE A
AutoCAD SHX Text
360'x540'
AutoCAD SHX Text
30'X70'
AutoCAD SHX Text
PROPOSED CONSTRUCTION WORK SHED
AutoCAD SHX Text
PROPOSED LAKE DRIVE
AutoCAD SHX Text
EXISTING PARKING LOT 1 (TO BE REPLACED BY PARKING GARAGE A)
AutoCAD SHX Text
EXISTING 18,400 GPD WWTP TO BE REMOVED AFTER 100K WWTP IN OPERATION
AutoCAD SHX Text
FF EL. = EL. = 548.0
AutoCAD SHX Text
PROPOSED WWTP BUILDING
AutoCAD SHX Text
50'x50'
AutoCAD SHX Text
EXIST. SWALE
AutoCAD SHX Text
PROP. SWALE (TYP.)
AutoCAD SHX Text
SILT FENCE (TYP.)
AutoCAD SHX Text
PROP. ELEVATED EMERGENCY ACCESS PLAZA
AutoCAD SHX Text
716.5
AutoCAD SHX Text
PROPOSED SAND FILTER #3 85'L x 50'W
AutoCAD SHX Text
INLET PROTECTION (TYP.)
AutoCAD SHX Text
PROPOSED DAM
AutoCAD SHX Text
672.5
AutoCAD SHX Text
674.3
AutoCAD SHX Text
PREVIOUSLY APPROVED PUMP HOUSE (RELOCATED)
AutoCAD SHX Text
PROPOSED CONCRETE WALL
AutoCAD SHX Text
PROPOSED CONCRETE PLAZA 200'x188'
AutoCAD SHX Text
PROP. WATER WATER FOUNTAIN (63' )
AutoCAD SHX Text
673.0
AutoCAD SHX Text
PROPOSED COVERED DRIVE
AutoCAD SHX Text
PROPOSED LAKE DRIVE
AutoCAD SHX Text
APP'D GAZEBO #4
AutoCAD SHX Text
APP'D ARCH GATE #1
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
APP'D GAZEBO #3
AutoCAD SHX Text
GAZEBO#1
AutoCAD SHX Text
PREVIOUSLY APPROVED STORAGE SHED #3 (TO BE RELOCATED)
AutoCAD SHX Text
PROPOSED POSED SCULPTURE (8' x20'H)8' x20'H)
AutoCAD SHX Text
ROOF EL = 616 5th FL EL = 605 4th FL EL = 594 3rd FL EL = 583 2nd FL EL = 572 1st FL EL = 540-554
AutoCAD SHX Text
616.0
AutoCAD SHX Text
620.5
AutoCAD SHX Text
618.0
AutoCAD SHX Text
552.0
AutoCAD SHX Text
538.0
AutoCAD SHX Text
616.0
AutoCAD SHX Text
616.0
AutoCAD SHX Text
BW
AutoCAD SHX Text
TW
AutoCAD SHX Text
616.0
AutoCAD SHX Text
BW
AutoCAD SHX Text
TW
AutoCAD SHX Text
PROPOSED CONCRETE RETAINING WALL
AutoCAD SHX Text
603.0
AutoCAD SHX Text
592.0
AutoCAD SHX Text
PROPOSED CONCRETE RETAINING WALL
AutoCAD SHX Text
603.0
AutoCAD SHX Text
PROPOSED 20 FT WIDE EMERGENCY ACCESS
AutoCAD SHX Text
PROPOSED SAND FILTER #2
AutoCAD SHX Text
671.5
AutoCAD SHX Text
640.8
AutoCAD SHX Text
BW
AutoCAD SHX Text
TW
AutoCAD SHX Text
PROPOSED STORMWATER PLANTER #2
AutoCAD SHX Text
PROPOSED STORMWATER PLANTER #3
AutoCAD SHX Text
P-HYD #18
AutoCAD SHX Text
PREVIOUSLY APPROVED GAZEBO#2 (TO BE RELOCATED)
AutoCAD SHX Text
PREVIOUSLY APPROVED LEACH FIELD TO BE RELOCATED TO PRESERVE BIG TREES IN THIS AREA
AutoCAD SHX Text
SILT FENCE (TYP.)
AutoCAD SHX Text
INLET PROTECTION (TYP.)
AutoCAD SHX Text
(TO BE USED AS SEDIMENT BASIN DURING PARKING GARAGE CONSTRUCTION. SAND FILTRATION MEDIA SHALL NOT BE INSTALLED UNTIL THE CONSTRUCTION SITE IS FULLY STABILIZED.)
AutoCAD SHX Text
INLET PROTECTION (TYP.)
AutoCAD SHX Text
INLET PROTECTION (TYP.)
AutoCAD SHX Text
PROPOSED RIPRAP CHANNEL (TYP.)
AutoCAD SHX Text
PROPOSED SEDIMENT BASIN FOR SOIL BORROW AREA A=43,500 S.F. V=88,000 C.F.
WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE MAX. 6" MESH SPACING) WITH FILTER CLOTH OVER
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
UNDISTURBED GROUND
AutoCAD SHX Text
COMPACTED SOIL
AutoCAD SHX Text
EMBED FILTER CLOTH MIN. 6" INTO GROUND
AutoCAD SHX Text
16" MIN.
AutoCAD SHX Text
20" MIN.
AutoCAD SHX Text
10' MAX. C. TO C.
AutoCAD SHX Text
4"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
%%USILT FENCE DETAILS
AutoCAD SHX Text
SILT FENCE NOTES: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3.WHEN TWO SECTION OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. POSTS : STEEL EITHER "T" OR "U" TYPE OR 2" HARDWOOD. FENCE : WOVEN WIRE. 14 1/2 GA. 6" MAX. MESH OPENING. FILTER CLOTH : FILTER X. MIRAFI 100X. STABILINKA T140N OR APPROVED EQUAL. PREFABRICATED UNIT : GEOFAB. ENVIROFENCE. OR APPROVED EQUAL.
AutoCAD SHX Text
EXISTING LEACH FIELDS W/ ABSORPTION CAPACITY OF 10,056 GPD TO BE ABANDONED AFTER 100K WWTP IN OPERATION
AutoCAD SHX Text
EXISTING WATER BODY
AutoCAD SHX Text
700
AutoCAD SHX Text
PROPOSED SPOT ELEVATION
AutoCAD SHX Text
EXISTING SPOT ELEVATION
AutoCAD SHX Text
700
AutoCAD SHX Text
PROPOSED CONTOUR LINE
AutoCAD SHX Text
EXISTING CONTOUR LINE
AutoCAD SHX Text
700
AutoCAD SHX Text
700
AutoCAD SHX Text
EXISTING FIRE HYDRANT
AutoCAD SHX Text
HYD
AutoCAD SHX Text
PROPOSED FIRE HYDRANT
AutoCAD SHX Text
P-HYD
AutoCAD SHX Text
EXISTING FENCE
AutoCAD SHX Text
EXCAVATED AREA (AS REQUIRED)
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
WEEP HOLES FOR DEWATERING
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
SIDE SLOPE 2:1
AutoCAD SHX Text
EXCAVATED DEPTH MIN. 1' TO A MAX. 2' BELOW TOP OF INLET.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
GRAVEL SUPPORTED BY HARDWARE CLOTH TO ALLOW DRAINAGE AND RESTRICT SEDIMENT MOVEMENT.
AutoCAD SHX Text
2. GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BASIN.
AutoCAD SHX Text
3. WEEP HOLES SHALL BE PROTECTED BY GRAVEL.
AutoCAD SHX Text
AND STABILIZE WITH PERMANENT SEEDING.
AutoCAD SHX Text
1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION.
AutoCAD SHX Text
4. UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA, SEAL WEEP HOLES,
AutoCAD SHX Text
FILL BASIN WITH STABLE SOIL TO FINAL GRADE, COMPACT IT PROPERLY
AutoCAD SHX Text
MAXIMUM DRAINAGE AREA 1 ACRE
AutoCAD SHX Text
CONSTRUCTION SPECIFICATIONS
AutoCAD SHX Text
%%UDROP INLET PROTECTION DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
PROPOSED CATCH BASIN
AutoCAD SHX Text
PROPOSED SILT FENCE
AutoCAD SHX Text
PROPOSED TRENCH DRAIN
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
200
AutoCAD SHX Text
100
AutoCAD SHX Text
400
AutoCAD SHX Text
50
AutoCAD SHX Text
PROPOSED RELOCATION OF PREVIOUSLY APPROVED LEACH FIELDS W/ 8,960 GPD ABSORPTION CAPACITY (TO BE ABANDONED AFTER 100K WWTP IN OPERATION)
AutoCAD SHX Text
SEEDED AREA WITH ANCHORED STABILIZATION MATS
AutoCAD SHX Text
EROSION CONTROL NOTES 1. THE OWNER/CONTRACTOR SHALL PERFORM TEMPORARY CONTROL MEASURES AS DIRECTED BY THE ENGINEER DURING CONSTRUCTION. METHODS SHALL INCORPORATE, BUT NOT BE LIMITED TO, CONSTRUCTION ENTRANCES, DIVERSION BERMS OR SWALES, SEDIMENT BASINS OR TRAPS, STRAW BALES, SILT FENCES, FIBER MATS, CHECK DAMS , GRAVEL, VEGETATIVE GROWTH, MULCHES, AND SIMILAR DEVICES. ALL EROSION CONTROL METHODS USED SHALL BE IN CONFORMANCE TO THE NYSDEC - GUIDELINES FOR EROSION & SEDIMENT CONTROL. 2. VEGETATIVE COVER - GRASS SHALL BE A QUICK GROWING SPECIES (SUCH AS RYE GRASS, ITALIAN RYE GRASS, OR CEREAL GRASSES) SUITABLE TO THE AREA'S SOIL. GRASS SHALL BE SOWN WITH A MULCH CONSISTING OF HAY, STRAW, BARK, JUTE, NETTING, WOOD CHIPS, O.E. FERTILIZER AND SOIL CONDITIONERS OF A STANDARD COMMERCIAL GRADE SHALL BE INCLUDED WITH THE SEEDING AND MULCHING. SEEDING & MULCHING - ALL AREAS DISTURBED BY ON-SITE GRADING, THAT WILL NOT BE CONSTRUCTED UPON, SHOULD BE ESTABLISHED TO PERMANENT VEGETATIVE COVER, USING THE FOLLOWING SEEDING SCHEDULE: LBS./ACRE LBS./1000 SQ. FT. LBS./ACRE LBS./1000 SQ. FT. LBS./1000 SQ. FT. CREEPING RED FESCUE 10 0.23 TALL FESCUE 15 0.34 CROWN VETCH 15 0.34 ALL SEEDED AREAS TO HAVE AN APPLICATION OF THE FOLLOWING: LIME - AMOUNT NEEDED TO OBTAIN A P.H. OF 5.5
AutoCAD SHX Text
EROSION CONTROL SITE INSPECTION FREQUENCY 1. TO ENSURE THE PERFORMANCE OF THE EROSION AND SEDIMENT CONTROL MEASURES, THE TO ENSURE THE PERFORMANCE OF THE EROSION AND SEDIMENT CONTROL MEASURES, THE CONTRACTOR(S) THAT HAS BEEN IDENTIFIED BY THE OWNER AS BEING RESPONSIBLE FOR THE IMPLEMENTATION OF THE SWPPP SHALL INSPECT THE PRACTICES WITHIN THE ACTIVE WORK AREA DAILY AND AFTER EVERY STORMWATER EVENT THAT GENERATES RUNOFF. IF DEFICIENCIES ARE IDENTIFIED, THE CONTRACTOR SHALL IMPLEMENT THE NECESSARY CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY OF THE INSPECTION. 2. THE OWNER OR OPERATOR SHALL HAVE A QUALIFIED INSPECTOR TO CONDUCT SITE THE OWNER OR OPERATOR SHALL HAVE A QUALIFIED INSPECTOR TO CONDUCT SITE INSPECTIONS IN CONFORMANCE WITH THE FOLLOWING REQUIREMENTS: a. WHEN SOIL DISTURBANCES ARE ON-GOING, INSPECTIONS SHALL BE CONDUCTED BY A WHEN SOIL DISTURBANCES ARE ON-GOING, INSPECTIONS SHALL BE CONDUCTED BY A QUALIFIED INSPECTOR AT LEAST EVERY SEVEN (7) CALENDAR DAYS. b. WHEN SOIL DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED (WINTER WHEN SOIL DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED (WINTER SHUTDOWN, ETC.) AND TEMPORARY STABILIZATION MEASURES HAVE BEEN APPLIED TO ALL DISTURBED AREAS, THE QUALIFIED INSPECTOR SHALL CONDUCT A SITE INSPECTION AT LEAST ONCE EVERY THIRTY (30) CALENDAR DAYS.
