HomeMy WebLinkAboutGRD2023-00007 - GRD Application - 7/19/2023 aoa� MASON COUNTY PERM IT.NO rGI 2X
r, DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING•PLANNING•FIRE MARSHAL ; RECEIVED
WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352
Mason County Bldg.8, (360)2754467 Belf4 �2 23
rNss 615 W.Alder Street,Shelton,WA 98584 (360)482-6269. Elm"XI.
LAND MODIFICATION PERMIT (Grading Petal W. Alder Street
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME:Mason County PUD 3;Justin Holzgrove NAME:To be Determined
MAILING ADDRESS:PO Box 2148 MAILING ADDRESS:
CITY:Shelton STATE:wA ZIP:98584 CITY: STATE: ZIP:
PHONE:360.432.5323 CELL: PHONE: CELL:
EMAIL:justinh@masonpud3.org EMAIL
L&I PEG# EXP.
PARCEL INFORMATION: Ld
PARCEL NUMBER(12 DIGIT NUMBER) 12206-44-60040 FIRE DISTRICT
LEGAL DESCRIPTION(ABBREVIATED):TR 4 OF SE SE S 26/13 SURVEY 1/71
SITE ADDRESS 21341 State Route 3 CITY Beifair
DIRECTIONS TO SITE ADDRESS
From Belfair, head south on Highway 3 for approximately 2.7 miles. The site
will be to the right.
IS PROPERTY WITHIN 200 FT:
SALTWATER❑ LAKE❑ RIVER/CREEK 0 POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM
DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YESQ NO❑
WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION ? YES ❑ NO B
TYPE OF JOB: EXCAVATION ❑ FILLING E] GRADING 0 CUTTING E] OTHER ❑
TOTAL SIZE OF PARCEL 2.15/93,654 ACRES/SQ FT SIZE OF AREA TO BE EFFECTED 1.5165,340 ACRES/SQ FT
ESTIMATED AMOUNTY OF CUBIC YARDS 2,500 fili,1,500 cut See SEPA for clarification about cubic yard `
estimates
DOES THE SITE HAVE SLOPES 14%OR GREATER YES NO[] l
DESCRIBE SCOPE OF WORK Mason PUD 3 is building a switching station on a site they own that is currently paved and used for storage.There
will be no work performed outside of the existing fence line and asphalt area. There is no sewer on site.
WILL FILL BE BROUGHT ON SITE? IF YES,SITE ADDRESS:
WILL EXCAVATED MATERIAL BE TAKEN OFF SITE?IF YES,SITE ADDRESS:
DOES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? YES ❑ NO 0
HAS A SOILS REPORT BEEN COMPLETED ON SITE?IF YES,INCLUDE A COPY. YES E] NO❑
WILL PROPSAL RESULT IN REDIRECTION OF ANY SURFACE WWATER RUNOFF? YES E] NO❑
WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES ❑ NO
WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YES❑ N00
WILL THE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS,CURTAIN DRAINS OR OTHER DEVICES? YES NO❑
WILL THE LAND BE REPLANTED UPON COMPLETION? YES❑ NO 0
WILL THE PROPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES ❑ NO 0
IS THE SITE WITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETLAND? YES ❑ NO
OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further
declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary
parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for
review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180
days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF
INSPECTION.INACTIVITY OF HIS P PLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
X " April 26,2023
Signature of Applicant Date
X Justin Holzgrove, Director of Engineering&Utility Services, Mason PUD 3 OWNER/REPRESENTATIVE/CONTRACTOR
P 'nt Namk '�_ (CIRCLE TO INDICATE)
TOPOGRAPHIC SURVEY
IN THE SOUTH EAST QUARTER OF SECTION 6,TOWNSHIP 22
NORTH,RANGE 1 WEST OF THE WILLAMETTE MERIDIAN.
reo \\ STRUCTURE TABLE
IN\
/f/�/ i�\�_�_..�—�'�' i—�-!�`\eon "°"� �/'liJ •�� �,�*.Y�\ �\\ . ��,Iw�,f...o.
1 _ _ \_\
1 .w --"- .wru fEswaoc / ', a\\\ 1�.�•- _'�_ \ �fr`\ \ \�`\��� soi y ._— L.,�......o...
q,
- g
moo
�`,
I w» f� i,,� Ga�trt�W! O S MYMIAOM. I `I 1 1 I I \ 1
If
,I o
M ex 1 1v % rro>Es
`` A4AM // U --- o..n u.nfw.....farwul�'► ._ �(.u. / •\ —� ♦� s,.,A,.rn.,m».ov....f.
--------------
SCALE:1'-30-
—'-- ---'---'—'—'�rAnnwnra neaornee'sanloelrrw.wa.w'—'—'-----------'---------'— p
BERMUNDw,SOimmT&A$'OC.INC
t t f'mw"..` o
7C))Pt7GRAPHlCSURVEY
SC.11E: .SOB ANlEM
_—_____—__—_ ____—_-_-_____°RAC x3� 1•..0 n.fte ORAxlnc.caeca
sou.J_—_ pKOtfA K OAK -
AaPMOKk k5 IDLVi 11-II-TOti SVEEII �:f f
I
2 I 3 I 5 I 8 I 7 I S
GRADING AND DRAINAGE KEYNOTES
(D BELFAIR SUBSTATION POWER GETAVMYS TO REMAIN UNp STURBED
i I -'PUD3TO CONSTRUCT EOLOGY I
c O CONTRACTOR TO FILL THE AREA WITH NATIVE SOIL TO GRADE.
BLOCK WALL AND DRAINAGE
DEMOLITION KEYNOTES
/ z
REMOVE EXISTING ASPHALT PAVEMENT TO EXTENTS OF PROPOSED
SITE SURFACE
REMOVE EXISTING BUILDINGS AND BUILDING LEAN-TO
REMOVE EXISTING CONCRETE CATCHMENT
REMOVE EXISTING FUEL STATION
III//l�li� �ii B \\ &'` a REMOVE EXISTING CONCRETE PAD
REMOVE EXISTING STORM DRAIN AND AREA INLETS(TYP)
�i;;l'�I111\ _ 7 ESTIMATED QUANTITIES NOTES
-L 1:/�./111 \\ \1 i�. I h \, _. £q 4I I 1. ALL ESTIMATED MATERIAL QUANTITIES ARE
III /11j1\\\ \ y \ ¢ R - F 1 I IN-PUCE OUANTTIES AND DO NOT INDICATE
1 1 L (( /I �\\\1 \\\ t - g \\ _' 1 ALL MATERIALS REQUIRED TO COMPLETE
\L\\�,11\\`\ \ \ � st bXW� f I CONSTR DO NOT UCTION.ESTIMATED QUANTITIES
;j111\\Ij\I\I 11\ Q
1 m3 4
1 i \ c2 c� I I 9 /I I AND O NOT TAKE OTHER ADJUSTMENTS
REFLECT CUT OR FILL FACTORS
INTO ACCOUNT.CONTRACTOR SRkLL BE
I11\\\.,111'lI a� \ // I- ESPON RESPONSIBLE FOR VERIFYING ALL
QUANTITIES AND MATERIALS AS INDICATED B
\\\\\ 11.111.1 111 1 \ a. I I I / I - .I ON THE DRAWINGS.
\\\\\\^\\11,i1 11111'1 \ L` ` I I o` Q. -- 1 sir I� 'I' GRADING NOTES ET z: CUT-15aocuvos.
\ \\\ 11111 It�1�a ill 1 \ Im 2�h \L 2 3, FILL-90DCUYDS.
�� m 1 V I I 1 SPECI. ALLFICATIONS CATUCTOF MASON ION SHALL ION SHALL E COUNTY LATESET TEDITIONU
6 `� "13AVtlJ _ Of : 1 // 2, PROVIDE POSIT]E SLOPE GE AWAY FROM ALL 4. 4'DEPTH OF ASPHALT CUT.720 CU YDS
SITE STRUCTURES AND FOUNDAATIONS,CONTRACTOR IS
RESPONSIBLE TO GRADE PROJECTTO MAINTAIN
11 1 1\It kill
11 I I j I I i I `\ 11 1 i -- T• 'I U I_ 1 DRAINAGE NO WATER SHALL POND.
I I I 1 11111111111AIi 3. CONTRACTORS SHALL SET CONSTRUCTION STAKING TO
p 'i ddi VERIFY PROJECT EXTENTS IF PROPERTY CORNERS HAVE
I I I I11111,11111111111111111'Ii 111 \ -T -C{ '. '� EI NOT13EEN ESTABLISHED.
ITE
I 1111111,111 I I I I I I I 1 \\ I 11-I .. 1�p� if �`•tl C II 4 ARE FINISH E GRADES.CONTRACTOR SMALL GRADE TOSIDE OF STATION ROCK
:.I..f f 1 I 111 I1111 IIII Ab' m y_ i. W yl DRAIN.
1 jl,'1 1 1 IIII IIII�111� I ®. \I i : mry. __ _ �' —_3136 NOOT_ I I 5. ALL STORM SEWER STRUCTURES INCLUDING CULVERTS,
GRATES,FRAMES AND MANHOLES UTILIZED ONSITE
SHALL BE TRAFFIC RATED FOR MSHTO HS-20 LOADING.
6, PIPE LENGTHS EXCLUDE END SECTIONS AND ARE
MEASURED ALONG CENTERLINE OF PIPE FROM CENTER r
CIDE FACE TO CENTER OF INSIDE FACE OF 0 10 A 10 bo rE[T
STRU
\\\I I\1\\\\\\\\1 R \ O STRUCTURES.
\\\\\\\\1 gya g
7. EROCONSTRUCTED
CONTTED PRIOR
STRUCTURES SHALLACTIVITIES,
IT
NORTHING AND PRIORTO COORDINATE
FORM
6. NORTHING AND FASTING COORDINATES FOR MANHOLES,
AREA INLETS,FIELD INLETS,AND JUNCTION BOXES ARE
MEASURED TO CENTER OF STRUCTURE
9. NORTHING AND EASTING COORDINATES FOR FLARED END POWER ENGINEERS,INC.
\\ \\\\\\\\\\ SECTIONSARE MEASURED TO END OF PIPE AT PIPE FORT WORTH,TEXAS
` \ \V\\\\\\\\\\\1I 11 1 / 1 ` f. I I _ a� WASHINGTON LICENSE NO.4M
�\ \\\\q\U\ CENTERLINE.FLOWLINE ELEVATIONS ARE MEASURED AT
\ \\\\\\\\\\\\\\\\P\I I I $ \ i THE END OF THE FLARED END SECTION.
\\\\\\\\\\ -ww 3 10. SLOPES SHALL BE MADE AT 3:1 MAXIMUM GRADE fH:VI.
\\\\\ \\\\\\\\\\\\\\\\\
mA1re. _ _ __ 2 11. DRAINAGE CHANNELS SHALL BE MINIMUM 3'FLAT BOTTOM
\ \\\\\\\\\\\�\p\\\\� _ nI g AN O SHALL HAVE as SIDE SLOPE. THIS DRAWING IS ISSUED FOR
\ JZ HORIZONTAL DATUM IS WA6NINGTON STATE PLAN SOUTH PERMITTING PURPOSES ONLY
ns
\\ MONUMENT STEAMBOAT". TO GROUND PER WSDOT UNDER OF
_ ZONE NAD I-I I PROJECTED
ro s m. ER THE AUTHORITY
I ADAM N.NORD, '1
LEGEND WASHINGTON P.E.NO.58026,
\\ x
3M_ _EXISTING CONTOUR ON MAY 26,2023.
EXISTING CHAIN LINK FENCE IT IS NOT TO BE USED FOR
GRADING AND DRAINAGE PLAN —-—PROPOSED DRIVE CENTERUNE
PROPOSED CONTOUR
a s E.I'2V x ANY OTHER PURPOSE
PROPOSED CHAIN UNK FENCE .
O
PROPOSED SITE SURFACE
a
u
E pSGN Mr. DEC 2022 JOB NUMBER REV
DRN BRG DEC-2 MASON COUNTY PUD NO.3
.�qaq CKD BHR MAY 2aZir^POWER BELFAIR SWITCHING STATION
20 . 17<Tn Q
B ISSUED FOR DEMOLITION PERMIITIN 12623 BRG UD BHR BHR SGLE'. AS NOTED vH V ENGINEERS DRAWING NUMBER
j A ISSUED FOR DEMOLITION PERMTTTIN 12-3D20221 BRIG I APG I BHR I BHR GRADING AND DRAINAGE PLAN C3-001
REV REVISIONS DATE I DRN IDS-1 CK0 IAPPDI REFERENCE DRAWINGS