HomeMy WebLinkAboutGRD2013-00002 Cancelled - GRD Application - 11/14/2016 FORM MUST BE COMPLETED IN INK PERMIT NO.: GRD L J �)
PLEASE PRESS HARD MASON COUNTY
LAND MODIFICATION PERMIT APPLICATION
426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton 360 427.9670 Belfair 360 275.4467 Elma 360 82- 269 Seattle 206 64-6968
APPLICANT INFORMATION CONTRACTOR INFORMATION
OwnerRIVERHILL PROPERTIES LLC Contractor Name STEPHEN JOHNSON INC.
Mailing Address P.O. BOX 4 8 8 Mailing Address P.O. BOX 488
City BELFAIR State WA Zip Code 98528 City BELFAIR State WA Zip Code 98528
Phone 360 275-6734 Other Ph.( Ph. 36( 0 ) 275-6734 Other Ph.(��
Lien/Title Holder N/A Contractor Reg. # STEPHJ199LW
Address Expiration 06 / 01 / 2013
ENGINEER INFORMATION
Name WNEK ENGINEERING Phone 3( 60 ) 692-3802
Address 3388 NW BYRON ST. , SUITE 200 State WA Zip Code 98383
12321 24 00020
PARCEL INFORMATION-12 digit Tax Parcel No. 12321 / 21 / 00000 Fire District 2
Legal Description SECTION 21 NW-1/4 T23N R1W W.M.
Site Address(include street name and City NONE
Directions to site: SR-3 TO LOG YARD RD TO KATCHEMAK, X RR TRACKS
Will timber be cut and sold in parcel preparation? (Yes/No) No
Is your property within 200' of the following: Body of Water (Name) NO Saltwater No
Lake NO River/Creek No Pond No Wetland YES Seasonal Runoff No Stream No Slopes or
Bluffs NO Soft compressible soils NO
TYPE OF JOB Excavation YES Filling YES Grading YES Total size f area t5 ACRES
Size of area to be cleared on slopes over 10% 33 ACRES Estimat a ou of c is yards 300, 000 CY
Describe Work EARTHWORK FOR PLAT CONSTRUCTION
GRADING = 250, 000 CY EXCAVATION + 50, 000 CY EMBANKMENT 30bl. 0h CY &2 '00.0 CY EXPORT)
LAND MODIFICATION INFORMATION YES NO
Will fill be brought on site? If yes, source E
Will excavated materials be taken off site? If yes, destination El
Does fill contain potential hazardous materials? / O Ell
Has a soils report been completed on site? If yes, includ copy. a E3
Will proposal result in redirection of any surface water r noff onto ad c nt properties? 1
Will proposed work alter where storm water or ground ate ent r o exits the site? 0
Will quality, quantity or velocity of storm/ground wat r be t e ? 0
Will runoff be collected/controlled by interceptors, "urtain d ins o ollectio i es? 12 E3
Will the land be replanted upon completion?
Will the proposal result in slopes steeper than t ose currently te? Ell13
Is the site within 200' of a designated shorelin ? / 0
NOTICE: THIS PERMIT BECOMES NULL&VOID IF/WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment such is by signature below:
OWNER AFFIDAVIT-I certify that I am exemp from the requirements of CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a
the Contractor Registration Law RCW 18.27 and am aware of the contractor in the State of Washington and that I am aware of the
ordinance requirements for which this permit is issued and that all work ordinance requirements regulating the work for which this permit is issued
will be done In conformance therewith. No changes shall be made without and all work shall be done i ormance therewith. No changes shall
first obtaining approval. b thout first obt Wing ap royal.
X Date X Date 1S
FOR OFFICIAL USE BEY ND THIS POI
Accepted by Date Submittal Amount Due Receipt No.
DEPARTMEN AL REVIEW APPROVED DENIED CONDITION CODES
Building Departme
Planning Department
Public Works Department
Fire Marshal
FEES
Grading Permit Fee Site Inspection
Plan Review Fee Other
Public Works Fee Pre-Paid at Submittal ( )
Violation Fee TOTAL FEES
r Mason County Dept. of Community Development
Mason County Bldg. III, 426 W. Cedar, P.O. Box 186, Shelton, WA 98584
Shelton: (360) 427-9670 Belfair: (360) 275-4467 Elma: (360) 482-5269
t� Web: http://www.co.mason.wa.us
Notification of Mason County Code Violation
December 12, 2006
G D G CONSTRUCTION
P.O. BOX 331
BELFAIR WA 98528
The receipt of this notice shall constitute service regarding notification of violations of
the Mason County Code, and shall also serve as Warning Notice pursuant to Mason
County Code, Title 15, Section 15.13.035. The violation(s) are occurring at the
following property:
Enforcement Case No.: BCC2006-00204
Parcel No.: 123212400020
Site Address: KATCHEMAK LN BELFAIR
On December 7, 2006, in response to a complaint filed with this office, staff
posted a Stop Work Order at the above described location for failure to obtain
the required development permits/approval for grading and land modification
activities involving more than 200 CY of material pursuant to Mason County
Code, Title 14.44.050(A)
According to the Mason County Assessor records, parties named above hold legal
interest in the parcel and are therefore subject to enforcement action for failure to
comply.
The parties shall respond to the county within twenty days of the postmark,
posting on site, or delivery of the notice.
Records indicate that this enforcement issue has not been resolved and is
outstanding at this time.
In order to bring your site into compliance you must also:
1) Immediately cease all land disturbing activities and; 2) Submit the required after
the fact grading/land modification permit prior to January 5, 2007. Submittal
documents must be prepared as engineered grading pursuant to Mason County
Code, Title 14.44.090, as a result of the work commencing prior to permit issuance.
Information received indicates that a substantial amount of material has been
exported from the site. All receiving sites are required to be permitted following this
same process if material received is in excess of 200CY or, if the site meets the
criteria of being a critical area, the permitting threshold is less.
r Note that the removal, mutilation, destruction or concealment of any Notice posted
on 12/7/2006 would be deemed a separate violation of Title 14.
This notice is to inform you that in the event that you fail to comply, we will pursue
additional enforcement action against you, including but not limited to recording
against the parcel, civil infractions, liens against the property through the Mason
County Hearings Examiner process and/or criminal prosecution as allowed under Title
15.13 of the Mason County Code.
In the event that you feel you have received this notice in error or that the facts are
inaccurate, I strongly encourage you to contact me at (360)427-9670 ext 356 to
discuss your concerns immediately.
Sincerel
Tami Griffey
Building Inspector / Code Enforcement
Mason County Dept. of Comm. Development
Cc: Property File
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GDG Construction LLC 12/7/06
12321-21-00000
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EXT. BUILDING DEPARTMENT ;
ALL PERSONS ARE HEREBY ORDERED TO AT ONCE
TOP WORK
On these Premises at
This order Is Issued because
Posted A.M.
P.M. 20 By ,--.
WARNING The failure to stop work, the resuming of work without permission from the
Building Official,or the removal, mutilation,destruction or concealment of this
Notice is punishable by fine and imprisonment.
\FABRIC
LTER FABRIC MATERIAL W WIDE ROLLS
STAPLESORWIRE RINGTOATTACHGeotechnical
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FABRIC
GAUGE WARE
FABRIC OR EQUIVALENT
Z Testing
5d \ FACE /T\\
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B MAX
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BETTER OR EQUAL ALTERNATE: MATERIAL IN MIT TRENCH
/ STEEL FENCE POSTS
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1
I �� FILTER FABRIC 6'
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FABRIC OR EQUIVALENT
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1 j GROUND SURFACE 5-0"
1 I PROVIDE&l -1 1/I WASHED
GRAVEL BACKFILL IN TRENCH 1T
1 AND ON BOTH SIDES OF FILTER
11 1 FENCE FABRIC ON THE SURFACE
1 1
1 1 1
TX4'WOOD POSTS
I I ; ALT:STEEL FENCE POSTS
Geotechnical Services
i 11 FILTER FABRIC FENCE NOTES:
QA/QC Services
I1 1.FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO
THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS.MEN JOINTS Testing Services
i 1 11 ARE NECESSARY,FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT
A SUPPORT POST WITH A MINIMUM 64NCM OVERLAP AND SECURELY
I 1 FASTENED AT BOTH ENDS TOTHE POST.
1 1
j I 2.PO TSSHALLBESPACEDAMAXIMUMOF8FEETAPARTANDDRIVEN
SECURELY INTO THE GROUND(MINIMUM OF 30INCHES).
1 I III 3.A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8INCHES WOE AND 12 10011 Blomberg St.SW
INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
I 1 Olympia,WA 98512
1 4.WHEN STANDARD STRENGTH FILTER FABRIC IS USED,A VARE MESH
1 I SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE Phone:(360)7544612
T 1 I I OF THE POSTS USING HEAVY-0UTY WIRE STAPLES AT LEAST 1 INCH
LONG.TIE HARES OR HOG RINQS.THE HARE SHALL EXTEND INTO THE Fax:(360)754-4848
-- TRENCH A MINIMUM OF 4INCHES AND SHALL NOT EXTEND MORE THAN 38
------ ------------ 1
INCHES ABOVE THE ORIGINAL GROUND SURFACE.
1 5 THE STANDARD STRENGTH ES OF FABRIC SHALL BE STAPLED OR WIRED Date: 04/19/2007
I 1 1 TO THE FENCE AND 20 STRENGTH
INCHES OF FABRIC SHALL BE EXTENDED
INTO THE TRENCH.THE FABRIC SHALL NOT EXTEND MORE THAN 38
1 1 I INCHES ABOVE THE ORIGINAL GROUND SURFACE.FILTER FABRIC SHALL
T Designed by: LL
O' EASEMEN
I 11 I NOT BE STAPLED TO THE EXISTING TREES. Drawn by: LL
8.MEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS Checked by: LL
j A 1 USED,THE WIRE MESH SUPPORT FENCE MAP BE ELIMINATED,IN SUCH
R I V E R H I L L DRIVE A CASE,THE FILTER FABRIC 4 STAPLED OR WIRED DIRECTLY TO THE Dwg#:04-19 07-039
/' 1 FENCE,C E II 1 i POSTS WITH ALL OTHER PROVISIONS OR ABOVE NOTES APPLYING.
I SILT F I 7.FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE
�' I
1 / AREA HAS BEEN PERMANENTLY STABILIZED.
OI 8.FILTER FABRIC FENCES SHALL BE INSPECTED WMEDIATELY AFTER EACH
VK I RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.ANY
1 REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
1
11 - ---
GENERAL EROSION CONTROL NOTES:
50" EASEMENT LPL 1. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE
T` /� f BEGINNING OF CONSTRUCTION.THE PROJECT ENGINEER AND THE COUNTY
SHALL INSPECT AND APPROVE THE INSTALLATION OF
11 `A� •O'' EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION.
2.EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS
1 INTHIS LLATIO. NDMJUHE NTRACTOR ANCE FALLEROSIONRESPONSIBLE ORTHE PROJECT NAME:
INSTALLATIONAND IS NTAORPR OFALLEROSION CONTROL MEASURES.
1 NO SILTATION OF E%ISTING OR PROPOSED DRAINAGE FAGLITES
SHALL BE ALLOWED.CARE SHALL BE TAKEN TO PREVENT MIGRATION
G
OF SILTS TO OFF SITE PROPERTIES. 'D CONSTRUCTION
j 0� 3,THE CONTRACTOR SHALL MAKE DAILY SURVEILLANCE OF ALL EROSION 3cG I EASEMENT SITE
�
CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS
TOTHE EROSION CONTROL MEASURES.THE CONTRACTOR SHALL PROVIDE 512 RIVERHILL DRIVE
ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY
I ''' '------------------_-- BY THE COUNTY INSPECTOR ANO'OR THE PROJECT ENGINEER.FAILURE
r ------------------- / 1� TO COMPLY WITH ALL LOCAL ANOSTATEEROSKNICONTROL BELFAIR,WASHINGTON
NORTH
' ARCEL 123212094120
1 REQUIREMENTS MAY RESULT INCIN CIVIL PENALTIES BEING LEVIED
1 AGAINST THE CONTRACTOR AND/OR PROJECT 01MIER.
SCALE 1"=50 4 DURING THE WET SEASON(NOVEMBER TO MARCH)ALL DISTURBED SOILS
C.I.
,I =5� SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK EROSION e,1I��/y�
j CONTROL MEASURES SHALL INCLUDE,BUT NOT BE UNITED TO, RG.IJM IS.
DATUM ASSUMED ' "'ING THE EFFECTED AREA INCLUDING SPOIL PILES WATH
i', PLASTIC SHEETING,STRAW MATTING,JUTE IW TTING,STRAW MULCH,
THIS IS NOT ASURVEY % A r `5 OR WOOD CHIPS SEEDING OF THE DISTURBED AREAS SHALL TAKE
7 `V PLACE AS WEATHER PERMITS
I
' 5.ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY
0 10 20 30 40 50 1 w�w'- f' TO MAKE SURE VEGETATIVE COVERAGE IS COM.ETE.AREAS SHALL BE
REPAIRED,RESEEDED,AND FERTILIZED AS REQUIRED.
8.TRACKING OF SOIL OFFSITE VALL NOT BE ALLOWED.IF ANY SOIL IS
TRACKED ONTO A COUNTY STREET,IT SHALL BE REMOVED I THE END
OF THAT WORKING DAY. FURTHER TRACKING OF MUD WALL THEN
j 1 BE PREVENTED BY SWEEPINPIN W
G OR WASHING OF THE VEHICLES TIRES
� ItI BEFORE DRIVING ON A COUNTY STREET.
i
7.NO MORE THAN 500 LF OF TRENCH ON q DONMSLOPE OF MORE THAN 5
/ 1 PERCENT SHALL BE OPENED AT ONE TIME.
/ e.EXCAVATED MATERIAL SHALL 8E PLACED ON THE UPHILL SIDE OF TRENCHES.
1 S.J TRENCH DEWATERINGDEVICESSHALLBEdS A INAMANNER THAT HALL
D NOT ADVERSELY AFFECT FLOMNG STREAMS.DRAINAGE SYSTEMS OR
OFFSITE PROPERTIES.
SCALE:1 inch=50 feet
10.ALL STORM SEWER INLETS RECEIVING RUNOFF FROM THE PROJECT DINYING
1 CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER
-_ --' WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM.
/ 11.ALL OFF4ITE CATCH BASINS IMMEDIATELY ADJACENT TO THE SITE
I SHALL BE PROTECTED FROM SILTATION. I �\ �\E '\/V- KL/
i
% `A1 12.ALL DISTURBED AREAS SHALL BE HEEDED OR SODDED UPON COMPLETION
1 OF WORK.THE CONTRACTOR SHALL BE RESPONSIBLE O ENSURE THAT
fA COMPLETE COVERAGE A THE DISTURBED AREAS IS PROVIDED 8 THAT
Al rATHGROWTH OF THE VEGETATION IS ESTABLISHED. SITE PLAN
1 17.CATCH BASINS SHALL TRAP SEDIMENT OR FILTER FABRIC MUST BE
' 11 PLACED UNDER GRATE UNTIL VEGETATION IS ESTABLISHED.
11
'LT`SN FABRIC MATERIAL OT WIDE ROLLS
UETAPL E RING TO ATTACH
------ HNIC TO 2`X2"X14GAUGEWIRIE Geotechnical
FABRIC OR EQUIVALENT
n
2-17 Testing
URFACE—711X—\\\///X\7\ GROUND S
------------ Laboratory
BUILDING
2"XI WOOD POSTS,STANDARD OR BURY BOTTOM OF FILTER
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0 it LOCATIO STEEL FENCE POSTS
--------------
FILTER FABRIC
2`X2'X1 4 GAUGE WIRE
FABRIC OR EQUIVALENT
7-9
GROUND SURFACE
PROPOSE PROVIDE 31r-1 1/2"WASHED
AND ON BOTH SIDES OF FILTER
GRAVEL BACKFILL IN TRENCH 12'
BUILDIN
FENCE FABRIC ON THE SURFACE
Ml
LOGATII
2`Xr WOOD POSTS
ALT STEEL FENCE POSTS
Geotechnical Services
--------------- FILTER FABFUC FENCE NOTES:
1,FIL ER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL C TO QA/QC Services
THELENGTH OF THE BARRIER TO AVOID USE OF MINTS WHENJOINTS
ARE NECESSARY,FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT Testing Services
------ A SUPPORT POST WITH A MINIMUM&INCH OVERLAP AND SECURELY
ROPQ(SE FASTENED A BOTH EMS TO THE POST
NO SURFACE
_-TRENCH C FILTER
SURFACE
S_.
2,POSTS SHALL BE SPACED A MAXIMUM OF BF APART AND DRIVEN
BUILOIN SECURELY INTO THE GROUND(MINIMUM OF 30 INCHES).
50' EASEMENT
LOCATI 3,A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 10011 Blomberg St.SW
INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE HARRIER.
80 4.WHEN STANDARD STRENGTH FILTER FABRIC IS USED,A WIRE MESH Olympia,WA 98512
SUPPORT FENCE SHALL BE FASTENED SECURELYTO THE UPSLOPE SIDE Phone:(360)754-4612
OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH
LOW,TIE WIRES OR HOG RINGS.THE VANE SHALL EXTEND INTO THE Fax:(360)754-4848
TRENCH A MINIMUM OF 4 INCH S AND SHALL NOT EXTEND MORE THAN W
INCHES ABOVE THE ORIGINAL GROUND SURFACE.
/f)ROP/6SED 5 THE STANDARD STR NGTH FILTER FABRIC SHALL BE STAPLED OR WIRED Date: 04/19/2007
(ZII TO THE FENCE AND 20 INCHES OF FABRIC SHALL BE EXTENDED
INTO THE TRENCH.THE FABRIC SHALLNOT EXTEND MORE THAN 36
INCHES ABOVE THE ORIGINAL GROUND SURFACE.FILTER FABRIC SHALL Designed by: LL
BUILPING NOT BE STAPLED TO THE EXISTING TREES. Drawn by: LL
k LO�ATION,;' 6,WHEN EXTRA�STRENGTHI FILTER FABRIC AND CLOSER POST SPACING IS
USED,THE WIRE MESH SUPPORT FENCE MAP BE ELIMINATED,IN SUCH Checked by: LL
A CASE,THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE Dwg#:04-19-07-040
POSTS WITH ALL OTHER PROVISIONS OR ABOVE NOTES APPLYING.
7 FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE
AREA HAS BEEN PERMANENTLY STABILIZED.
I 11 S.FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY
REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
PR6POS D
BAUJIL ON
1
GENERAL EROSION CONTROL NOTES:
"OCLP I, EROSION CONT L MEASURES SHALL BE IN PLACE PRIOR TO THE
LOCA,
BEGINNING OF CONSTRUCTION THE PROJECT ENGINEER AND THE COUNTY
SHALL INSPECT AND APPROVE THE INSTALLATION OF
EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION.
2.EROSION CONTR L MEASURES ARE NOT LIMITED TO THE ITEMS PROJECT NAME:+�� / ��� ON THIS PLAN.THE CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION AND MAINTA NANCE OF ALL EROSION CONTROL MEASURES GDG CONSTRUCTION
NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES
SMALL BE ALLOWED.CARE SHALL BE TAKEN TO PREVENT MIGRATION 40 ACRE SITE
OF SILTS TO OFF SITE PROPERTIES.
3.THE CONTRACTOR SHALL MAKEDNLYSURVEILLANCEOFALLEROSION LOGYARD ROAD
CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS BELFAIR,WAS HINGTON
TO THE EROSION CONTROL MEASURES.THE CONTRACTOR SHALL PROVIDE
ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY
BY THE C UNTY INSPECTOR ANDIOR THE PROJECT ENGINEER.FAILURE
PARCELS 123212100000
TO COMPLY WTH ALL LOCAL AND STATE EROSION CONTROL
REG REMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED
& 123212400030
AGAINST THE CONTRACTOR AND/OR PROJECT OWNER
4.DURING THE WET SEASON(NOVEMBER TO MARCH)ALL DISTURBED SOILS
SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK EROSION Revisions:
CONTROL MEASURES 8 HALL INCLUDE,BUT NOT BE LIMITED TO,
COVERING THE EFFECTED AREA INCLUDING SPOI L PILES WTH
PLASTIC SHEETING,11 MATTING,JUTE MATING,STRAW MULCH,
M.C.PS SEEDING EEDING OF THE D STURSEDAREAS SHALL TAKE
PLACE AS WEATHER PERMITS.
BUILDING 5.ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY
LOCATION TO MAKE SURE VEGETATIVE COVERAGE IS COMLETE.AREAS SHALL BE
REPAIRED,RESEEDED,AND FERTILIZED AS REQUIRED
S.TRACK NO OF SOIL OFFSITE WILL NOT BE ALLOWED.IF ANY SOIL IS
TRACKJED ONTO COUNTY STREET,IT SHALL BE REMOVED BY THE ENO
OF THAT WORK'NO DAY WILL
ANY FURTHER TRACKING OF MUD LL THEN
BE PREVENTED BY SWEEPING OR WASHING OF THE VEHICLES TIRES
BEFORE DRIVING ON A COUNTY STREET
7,NO MORE THAN 500 LF OF TRENCH ON A DOWNSLOPE OF MORE THAN 5
PERCENT SHALL BE OPENED AT ONE TIME
I inch = 200 feet B.EXCAVATED MATERIAL SMALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
9.TRENCH DEAATERING DEVICES SHALL BE DISCHARGED INA MANNER THAT WILL
0 50 100 200 HOT ADVERSELY AFFECT FLOWING STREAMS DRAINAGE$Y$TEMSOR
OFFSITE PROPERTIES. SCALE:1 imh 200 feet
C.I.=19 10 ALL STORM SEWER INLETS RECEIVING RUNOFF FROM THE PROJECT DURING
DATUM ASSUMED CONISTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER
WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM.
THIS IS NOT A SURVEY 11.ALL OFF-SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE SITE
SHALL BE PROTECTED FROM SILTATION
12.ALLOISTU BED AREAS SHALL BE SEEDED OR SODDED UPON COMPLETION
OF WORK.RTHE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURETHAT FIGURE 2
COMPLETE COVERAGE OF THE DISTURBED AREAS IS PROVIDED&THAT
GROWTH OF THE VEGETATION IS ESTABLISHED.
13.CATCH BASINS SHALL TRAP SEDIMENT OR FILTER FABRIC MUST BE
PLACED UNDER GRATE UNTIL VEGETATION IS ESTABLISHED. SITE PLAN