HomeMy WebLinkAboutGRD95-00030 Cancelled - GRD Permit / Conditions - 2/27/1996 MASON COUNTY
Mason County Bldg, III 426 W. Cedar 1
P.O. Box 186 Shelton, Washington 98584
C 1 S A C-) I N 0 P F 1Z M I T FOR INSPECTIONS CALF. 427-96f0
GRD95-0030 PARCEL. : 1 233 1 2200040 PLAT : D I V : BLK : LOT -
JOB ADDRESS : . . . . _ . . . . . . .
OWNT R ; JOHN JOHNSON PERMIT
CONTRACTOR- NULL & VQp: Eyn-'RATION
ENGINEER r
DATE
•:ys-_::_.::::SCL•i.�SlS'aY.^CI:P.5::.�5'_.-:9tJ -.6-.N.:_fi:'iffi3^_:'Y+^!N^3^..A'�6�'t:'::aT�.M1`.'.'L"!.
. . . . •? TYPF AMOUNT BY DATF AECE I PT
CUT? . . . . . . . . . ..7
GRADE? . . . . . . . :? RLC $ 42 .00 KS 08/31 /95 40120
AREA GRADED . . ; 0 : :AC PRMT $ 43 .50 KS 08/31 /95 40120
VOLUME . . . . . . . : O :cV PLAN $ P2 ,50 KS 08/ 31 /95 40120
TOTAL : 108 .00
PROJECT DESCRiPT1ON :GRADING
PROJECT LOCA110N :Located in a portion of the NW 1 /4 of the NW 1 /4 of Section 31 , Township 2 N . ,
Range 1 W . W .M .
THIS PERMIT BECOMES NOtI AND VOID IF WORK OR CONSTRUCTION AUlHOR17ED IS NOT COMMENCED WITHIN 190
DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED . EViDENCF. OF CONTINUATION OF WORK 1S A PROGRLSS INSPECTION WITHIN THE 180 DAY PERIOD .
OWNER OR AGENT -.— DATE ri- it I b.
.. i
GRD PRIII, rev: 041811! 2 _1 COMPLIANCE TO ATTACHED CONDITIONS 19
RIFOU I RED
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/$LAB Insulation Floors Final
dale by date by date by
FRAMING Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
- MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
PI-: RM I r C; CON [.) I I I t::, PJ
Case No . : GRD95-0030
For . JOHN JOHNSON
Pave : i
1 ) Subject to cond i t i ones of Resource lands and critical Areas (RLC ) Check l i : t notification
letter . {
X--
2 ) Tempoi ary Erosion control measures; must be implemented to prevent water, quality
degradatjon of adjacent waters or wetlands ,
X
3 ) Approved per site plan and topographic
cross;seotIon .
X
4 ) A l l up I rid areeas d i st ur-bed or new I v created by c:onstr uct i cin act i v i t I es sha I I be F epijed,
vege-fated or given some other equivalent type of protection al3ainst erasion (check dams
l�
I
• ` MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
In dit.ohei, and vegetHted to reduce pott:mt iat erw—; Ion ) .
5 ) ALI CLEA'RING3 , CUTTING, GRADING, EXCAVATING, TERRAGING, FILLING AND SIMII IAR WOPK Will BF
REGUl;ATE . BY THE REQUIREMENTS PURSUANT TO CHAPTER 70 OF THE UNIFORM BUILDING CODE ,
,
x
6) PURSUAN-r 10 1991 ON I FORM BO I I D I NG CODE , SE'("'r ION 305 (C ) AND SECTION 513 , A E L. S I 1 F� MUST
`.AVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VIS '.BLE
AND LEG I L LF FROM THE STREET OR ROAD FRONTING THE PROPr:wr Y . MASON COUNTY N11 1 I D I NG
DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE I NSPEC1A ONS . A
RE I NSPF CT i ON FEE , BASED ON RATES, IN TABLE .3A OF THE 1991 UNIFORM 1111 1. t)I NG CODE W! I 1 w:
ASSESSED 11" OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING
1 NSPE.ZT I QNS .
' a
x
7) At.L SU134CE WATER AND I'OTE NT I AL RUNOFF W I 1 1. BE CONTROLA CD ON S I TE AND SHALL NOT ADVERS'l Y
AFFECT ANY ADJACENT PROPERTIES NOR INCREASE 1"l1F VELOCITY FLOW ENTERING OR ABUTTING TO ANY
STATE OR COUNTY CUL VE R I I NG/D I I CH I NG SYSTEM OR 140A17 WAY
H > All t i i ! sha I I kae cumpaa1"ed 'ta a mi n irnutn afi 90 Iyesrc,ent of mr::x 1m(Im
density .
x ! r
MASON COUNTY
PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER
Shelton, Washington 98584
August 18, 1995
INTER-DEPARTMENTAL COMMUNICATIONS DATE
TO: CHRISTINE HEARTH, Building Department
FROM: _ALAN A. TAHJA, P/W - Hydraulic Engineer
SUBJ: JOHN JOHNSON Grading review GRD 95-0030
Christine,
I've reviewed the road relocation/grading proposal by John Johnson and find
the proposal appears to conform to standard grading practices of the UBC
Chapter 70. I support the features of ditch slopes and shoulders being less
than 2: 1 (H:V) , and seeding the denuded areas (including abandoned roadbed)
with grass after completion of the work.
The swale down a 12% slope should be either rock armored or replaced with a
pipe. Slopes exceeding 5% have difficulty maintaining vegetation during high
flow events.
There is not enough information here to accurately determine the volume of
grading that will be performed, but I have little reason to doubt the estimate
provided by the applicant. I feel the proposal shows enough environmental
concern to make the proponent creditable, and I see nothing in the proposal
that gives me cause for concern.
Sincerely,
4, :��- �
ALM A. TAHJA
File: H:\WP\LETTERS\JJ-0030.GRD
LEGAL DESCRIPTION : SHORT SUBDIVISION
IN
THE SOUTH 3/4 OF GOVERNMENT LOT FOUR (4), SECTION THIRTY (30), SW 1 /4, SW 1 /4, SECTION 30,
TOWNSHIP TWENTYTHREE (23) NORTH, RANGE ONE (1) WEST, W.M., TWP. 23 N., R. 1 WEST, W.M.
EXCEPTING THEREFROM THE WEST 300 FEET THEREOF; EXCEPTING THE NORTH
800 FEET; EXCEPTING THE PLAT OF BEARD'S COVE No. 8, VOLUME 9 OF PLATS,
PAGE 45 THROUGH 48, RECORDS OF MASON COUNTY, WASHINGTON, AND
EXCEPTING THEREFROM ROAD RIGHTS-OF-WAY.
PARCEL No. 12330-33-00000
TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITY PURPOSES IN THE
NORTHWEST QUARTER (NW 1/4) OF SECTION THIRTYONE (31), TOWNSHIP
TWENTYTHREE (23) NORTH RANGE ONE (1) WEST, W.M., AS DESCRIBED IN
INSTRUMENT RECORDED JANUARY 26, 1983, AUDITOR'S FILE No. 411396.
S 89'58'56" W
20.00' N 00'01'04" W
8.20' � 10.00'
N 00'01'04" W
20.00' L S489_58'56" W 800'
300.00'
SOUTH 3/
1 11.80' --� 10'--
3 FOUND 1/2"j BAR k CAP
M LS #14076 1 FOUND 1/2" BAR do CAP
S 69'52 07 E LS #14076
04 I "0.4' 1 S 15'30'38" W
0 1 0.6'
z
N 89'59'03" E 413.12' PER VOLUME 7 PAGE 19
276.10 J 1 7,02p OF SURVEYS
N 19'28'57" E
A9� g, 100' R j 76.80'
3 M ��s� 0.85 ACR�S FOUND 3/4" IRON PIPE
10 WATE EgSE1GENT PER VOLUME 7 PAGE 19
,� �- 389.13' --� S 89'58' 6" W' OF SURVEYS
co�� � � --- 277.78 E
11.35'�i N 0 23 310" W
SECTION CORNER PROJECTED r-S COMMUNITY WELL
PER VOLUME 7 PAGE 19 z N. SYSTEM EASEMENT' I FOUND 3/4IRON PIPE
OF SURVEYS •. 11 0.� I 0.37' WEST OF LINE
ch
2J 30 ___ 84.98'-.. 194.48' 120.80' I
-----------3--- ------------ `,_
36 1 31 400.26 N 89 58'149" E I �ii44.ou'— —'
THESE P rM MEET ALL CURRENT
1 PLANS MUST B`6-�, UST
ON THE JOB SITE ASHINGTON STATE CODES
FOR INSPECTION. ► I
1 g�
wI I FOUND 3/4" IRON PIPE
�1 W 1 d� I ^ 0.14' WEST OF LINE
I
�' CHANGES `�
�I � I of I J J 1 L.1 Wide,
�1 SUBMIT CHANGES FOR APPROVAL I CP O�rAVZIQd ��
ZI PRIOR TO PERFORMING WORK (J+ d C�i
I O 1 �i I
z 40' PRIVATE ROAD do UTILITY
i �, CREATED BY JOHN JOHNSON
1 385' F �' I PROPOSED SHORT PLAT
ftihASON BOIL` a INSPECTOR FOUND 3/4" IRON
CiiANGES SUBJECT TO APPROVAL °V I 1 I Z ON PROPERTY u
011 �I O
� 131 I ��,y A 12-q C-- V t 1-
---- _ — J p
(�� O'PRiNgO\e �
1�ck�Ctnec OUND 3/4- IRON PI
FOUND IRWIN BAR do CAP I 0.1' WEST OF LINE
PER SHORT PLAT ?.O O •G I I
#2448 (118.77') I FOUND 3/4" IRON PI
_85.0_5 118.76' , N 7'30'09. W
385.06' N 89'58'49" '
�\ 1 FOUND BECHTOLT
1 \ I f 0.16 EAST OF LIN
FOUND 3/4" IRON PIPE \ �j i8 FOUND BECH
PER VOLUME 7 PAGE 19 \ \ n Iaj 0.16 EAST OF
OF SURVEYS \ I� i'- SHED
Iul
FOUND 3/4" I
0.1' EAST OF
r
�
60' EASEMENT j LANDSCAPE ROC
Swr�^Ce PER AUDITOR'S �,� N 50'49'1
FILE No. 411396z 0/6 —�,yam\ 105.0
ti• N
�Sleae rtL.ou.lclerS <L`�
231 inP or G6wn
p ,Y/' 60' TROUNCER BLVD. COUNTY ROAD
`Stc- / I PER VOLUME 4 PAGS 30
OF SURVEYS
U
un
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GRD C6 (%r42
I JUN 03199r- MASON COUNTY
LAND MODIFICATION PERMIT
"'Ci\�GQQI -.7)vICFS, Grading, Excavation, Fill, Slopes, Drainage
Department of General Services
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628
PLEASE PRINT
#1 O er��l�,.� C-)6 SC) Phone# 2--?S-- --/6 3 Fire District# Z-
�`'" ddress iUE- l360 pm�ssit. C•- r�d- City 3�( °�(2 St WA Zip c18SZ�
S?fi Addrrk�
/U� l3 S G A�s oK (�aL —City� (�/��t2 St WA Zip 98S. - o
Describe W 6c tam `eX�`Sr�`►,a
mA--Lf- 46 pripo y 14dd re ►qc o5 ►��I 1 �►
I� .SIDE lrld!z*y (- ne- I�?Ia)
#2 Contractor Name 6k Ln 00 LA L.A.S o r ---E✓v C- Contractor Reg# ;Ier)1 (9'j4-LJ
Address ��L—`"7o i /.0 Ss:o.., 0, 02=1 Expiration Date Co i� 9h
City St _Zip `t�.S LS Phone # 7 73
#3 Engineer's Name Phone#
Address City St Zip
#4 Parcel No. 1233 o 0o O
Legal Description S-e C- 3 l 1 Z3 A) C-0 c-
#5 Number of cubic yards to be excavated:
Number of cubic yards to be filled:
Number of cubic yards to be graded:
#6 Will this be a balanced cut and fill entirely within the site?
Yes No
If No: Will fill be brought on site? Yes No
Where does imported fill originate from?
Does fill contain any potentially hazardous materials?
Yes No X
#7 Will excavated materials be taken off site?Yes No
If Yes: Where will excavated materials be taken?
#8 Briefly describe existing terrain, vegetation, and improvements on subject site? S-e�e- Si tv_l
_Svc-i a
#9 Total size of area to be cleared 3 acres/sq ft
Size of area to be cleared on slopes over 100/___ cr2, AC/SF
#10 Has a soils report been completed on the subject site? /V
If yes, include copy with application.
#11 Is the subject site within 200 feet of a designated shoreline C-)
#12 Does the subject site contain any of the following features?
River Lake Wetlands Saltwater
Slope greater than 15% Soft compressible soils
Seasonal Runoff None
#13 Will the proposed land surface modification change the points
where storm water or groundwater enters or exits the site? /)C')
#14 Will the proposed land surface modification change the quality,
quantity, or velocity of storm water/groundwater? �4)Q
#15 What methods, if any, will be utilized to minimize erosion and
possible sedimentation into nearby waters during and after
construction? Cfneck d_,ao-.5 C_VIALn A a .X_ fea �o Se' a o�¢cp
A� / s
#16 Will this land modification result in the redirection of any surface
water runoff onto adjacent properties? NC')
#17 Will surface or subsurface runoff be collected or controlled by
interceptors, curtain drains, or other water collection devices
once this land modification has been completed? ,�t1
#18 Will the land be replanted upon completion? o
If yes, with what types of plants?
#19 Will this modification result in slopes steeper than those currently
on the site? If so, how steep?
JI
Show following on the site plan
Lot Dimensions Flood Zones
Existing Structures Fences
Structure Setbacks Driveways
Water Lines Shorelines
Drainage Plan Topography
Septic Systems Wells
Proposed Improvements Easements Indicate Directional by (N, S, E, W)
Name of Flanking Street in relation to plot plan
Name of Fronting Street
APPLICANT TO DRAW SITE PLAN BELOW
APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW
ee c44TAC(A Q C-�
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED
WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT
ANYTIME AFTER WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS IN-
SPECTION.
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED
MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I
RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OFTHE ORDINANCE REQUIREMENTS REGU-
ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED
MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE
CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT
MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING
THE BUILDING DEPARTMENT. DEPARTMENT.
X OWNER X BY
DATE DATE
FOR OFFICIAL USE ONLY:Accepted by: Date:
DEPARTMENTAL REVIEW
Planning �'''�' -114�rf :tom ('� APP COND APP HOLD
c
Building
z3-
Environmental
Other
Special Conditions FEES
Grading Permit $ =f 3
Plan Review �Z
Site Inspection
Violation Fee
Other
TOTALFEES $
1
00
U r 3G