HomeMy WebLinkAboutEnvironmental Permit Public Roadway - PLN General - 10/18/1994 PERMIT NO.
DATE RECEIVED
MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
INTERIM RESOURCE ORDINANCE (Chapter 17.01 MCC)
Courthouse Annex III, 426 W. Cedar/P.O. Box 578, Shelton, WA 98584, 427-9670N „8A,,- B :5.6
ENVIRONMENTAL PERMIT APPLICATION OCT , 19
The purpose of the Interim Resource Ordinance is to protect Mason County's natural resourcRm gsi�n�i;crjt�i��l rpps and
is under the authority of Chapters 36.32, 36.70A, 39.34, 58.17, 76.09, 84.33, 84.34, and ��.58 R�
PLEASE PRINT
#1 Owner Mason County (P.O.C. Rich Geiger, P/W) Phone# 427-9670 ext. 531
Site Address Sand Hill Road, County R.O.W. N. of SR 300 Fire District #
City State Zip
Owner Mailing Address P.O. Box 1850
City Shelton State WA Zip 98584
Lien/Title Holder Mason County
Address same as above
City State Zip
#2 Parcel No. 12330 - 00 - 60000 Legal Description County R/W
Parcel Size_ not listed
#3 Directions to site (Please attach map) SR 3 North to SR 300 in Belfair, then West to intersection
SR 300 and Sand Hill Road.
#4 State what Sections required a permit:
Long-Term Commercial Forest, Chapter 17.10.060; _ Inholding Lands, Chapter 17.01.062; Mineral
Resource Lands, Chapter 17.01 .066; X Wetlands, Chapter 1 7.01 .070; _ Critical Aquifer Recharge, Chapter
1 7.01 .080; _ Aquatic Management Areas, Chapter 17.01 .1 10;
Geologic Hazard Area: _ Frequently Flooded Areas, Chapter 17.01.090; _ Landslide Hazard Areas, Chapter
17.01 .100; _ Seismic Hazard Areas, Chapter 17.01 .102; _Erosion Hazard Areas, Chapter 17.01 .104.
#5 Identify current use of property with existing improvements: Public roadway.
#6 Identify and describe the proposed project, including the type of materials to be used, construction methods,
principal dimensions, and other pertinent information (Attach additional sheets if needed):
Roadway will be widened from existing width( (varies from �2c2' to 34' ) to 40' width.
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#7 Any water on or adjacent to property: Saltwater_Lake_River_Pond_Wetland X Seascin-c! runnff_._
Other
#8 Will there be an alteration of a wetland and/or wetland vegetation areal X Yes No
#9 If septic is located on project site, include records.
Connect to Septic? Community Septic? Public Water Supply? Well?
#10 Type of Job: New Add Alt X Repair Demolition Other
This permit is granted pursuant to the Interim Resource Ordinance (Chapter 17.01 MCC) and nothing in this permit shall
excuse the applicant from compliance with any other federal, state, or local statutes, ordinances or regulations applicable
to this project, but not inconsistent with the Interim Resource Ordinance. The permit may be rescinded pursuant to the
event the permittee fails to comply with the conditions of this ordinance.
Show following on the site plan
Lot Dimensions Flood Zones
Existing Structures Fences
Structure Setbacks Driveways
Water Lines Shorelines
Drainage Plan Topography
Septic System Wells Indicate Directional by (N, S, E, W)
Proposed Improvements Easements in relation to plot plan.
Name of Flanking Street
APPLICANT TO DRAW SITE PLAN BELOW
APPLICANT TO DRAW TOPOGRAPHY BELOW
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DEPARTMENTAL REVIEW
1 FOR OFFICIAL USE ONLY
Comme�t9
Planning:
Environmental Health:
Building Plan Review:
Occupancy Group:
Fire Marshall:
Other:
Conditions: FEES
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TOTAL FEE
Accepted by: Date:
CURVE 3
A 23' 13' 00'
D 03° 00 ' 00'
R 1909. 87
T 392 , 33
L 773. 89
3a+3
4 , 413 E 39.88
344-8g .51 CURVE 2
35kp0 , N .k1� ,31 . ' 'D 0359S9
Belfa(r
31 R 1432. 52
cernet--y T 157 . 73
L 314 , 19
E 8, 66
CURVE 1
0
A 26'38 ' 00' �k� ---
D 07 59 59
k .
R 716 23 aG
T 169,,53 22A 0 , 9825+0
L 332, 93
E 19, 79
20+ 00
N
15+00
CRP 1470
10+ 00
°° Sand Hill Road
Beginning of Project o U Enviromental Permit
Station 9+00 0
w
Application
o
14 October 1994
oa
5+00 Scale : 1 " = 500 '
------ A. 300
Note: Wetland location Is
approximate, for illustration only.
10'
12' 12'
2' 8' 8'
11, 8'
- Earth Swale
separating
Old Roadway Cross Section Roadway from
Wetland
8' 8'
4'
4' 2' 12' 12' 2'
4'
4'
New Roadway Cross Section Earth Swale
separating
Roadway from
Wetland
CURVE 3
A 23° 13 ' 00'
D 03° 00 ' 00'
R 1909.87
T 392 .33
L 773. 89
3g+34 4 0 E 39.88
34+39 51 CURVE 2
3!5+ 31 A 12°34 '00'
D 03°59'59'
Belfalr \' 31 R 1432
157 . 73.52
Cemetery Lam---
L 314 . 19
E 8 , 66
CURVE 1
A 26 38 00
R 07°5916 923 � -
T 169.53 2e+5 0. �
, 9825+0
L 332. 93
E 19.79
20+ 00
N
-- n
15+00 —
CRP 1470
10+ 00 Im Sand Hill Road
Beginning of Project oe Enviromental Permit
Station 9+00 o
0 Application
14 October 1994
Cn 0+00 oa s Scale : 1 " =500 '
— _ SAL 300
Note: Wetland location is
approximate, for Illustration only.
12' 12'
2' 8' 8' 2'
8' 8'
Slope -- 2.5%
Old Roadway Cross Section Ditches are 2' deep
12' 12'
4' 4'
8' 8'
8' 8'
Slope = 2.5%
New Roadway Cross Section Ditches are 2' deep
(Note: See next page for wetland cross section)
N
CURVE 300
CURVE 302 or)
o3 A 41 ' 18 '44' Af
A 34*59'560 CQj�p ti��X �• �� R 07' 00 ' 00'
51
R 06 0954 , 93 �� `V � T 308. 57
T 301 . 08 2?', CULVERT L 590. 18
L 583. 31 E 56,23
E 46.34 Ox
CURVE 26
�laa 1�2+25 '69 A 12' 13 ' 08'
49 � ��PON� O D 03'0 �86
CURVE 301 1�5 ^ T 909 204 .42
A 21 ' 12 '02' nj . d L 407 .30
D 07. 00 ' 00' x x� E 10 ,91
R 818. 51 0 C�J
L 302 . 86 OXO O�
E 14 .21 1� 9�J c)
00
C95 5
County Refuse
Transfer Stations 8
\ `
CRP 1470 � 4 SAND HILL ROAD pox°
ENVIRONMENTAL NOTE: Location of Wetlands
PERMIT APPLICATION andUr tee as shown.
21 OCTOBER 1994
SCALE: 1 " — 500 '
Cross Section
Closest to Wet Area ,
Vicinity
Station 1 0 1 + 50
12' 12'
4' 4'
8' 2'
8' 38.32' Now 10.06'
New Roadway Cross Section
1.5
1
Existing Ground (Approximate)
CRP 1470 Edge of Wet Area
SAND HILL ROAD
ENVIRONMENTAL
PERMIT APPLICATION
21 OCTOBER 1994
SCALE: 1 " = 10' ,
i7
a� —
LZ
O O - O D O
O '� C -0N O
O 4- D J D
MHHW ~ ° o 0 s o o to
Q ° c MHHW
~ 0 U( � 0
nn
OM.
18.06' 14.04' 2' 12' 12 MHHW
2' 13.8' 18.1'
Armor fill slopes at I
Culvert Ends and
Toe of Fill adjacent
to Creek with 8"-12" Rip—Rap
up to Mean High High Water elevation
Note: 3 3
91
This is a preliminary design. 2� 5' 5.64' 4.68' �2
Final design will be submitted
with Hydraulic Permit Application.
2'
rExisting
T
nlet
100'Outfall Elevation: 298.88' Alignment and length of new culvert will match those of the old culvert. below existing
Proposed Outfall Elevation: 299.39' streambed. 100' CMP
All work to be performed to WSDOT 1995 Standard Specifications @ 0.5% gradient.
or the Special Provisions of CRP 1470 or the PSDWA Technical Manual Invert Elevation:
pertaining to Stormwater and Erosion and Sediment Control Features. 299 89'
Sand Hill Culvert Preliminary Selection:
Avg. Stream Grade: 1 .36% 10' Round Corrugated Aluminum
Existing Culvert Grade: 2% 9" x 2.5" Corrugations Mason County Department of Public Works
Base Flow: 1 .4 cfs (average) 0.10" metal thickness (min.)
EAisting CMP: 7' Round Length: 100' Ends Beveled at 1 .5:1 Sand Hill Culvert — CRP 1470
Fill Height: See illustration Sheet 1 of 1 1 Rev. 10 25 94 RJG