HomeMy WebLinkAboutMEP2012-00030 - MEP Permit / Conditions - 11/20/2012i
PSoN.STgTFot MASON COUNTY
Jo N DEPARTMENT OF COMMUNITY DEVELOPMENT
o T Planning Division
N Y ti P O Box 279, Shelton, WA 98584
of �e 1864 (360)427-9670
MASON ENVIRONMENTAL PERMIT
November 20, 2012
CITY OF SHELTON
525 W COTA STREET
SHELTON WA 98584
Parcel No.: 420120060020
Issued: 11/20/2012
Case No.: MEP2012-00030
Project Description:
City of Shelton Dayton-Airport Road Water Expansion Project. Installation of 12,150
linear feet of 12" watermain ductile iron pipe, valves, fittings, fire hydrants, casing,
surface restoration and related work along Shelton Springs RD, SR 101 and parcels
along SR102.
The following critical areas are present on this property:
Long-Term Commercial Forest XX FWHCA
Ch. 17.10.060; Ch. 17.01.110;
Mineral Resource Lands Frequently Flooded Areas
Ch. 17.01.066; Ch. 17.01.090;
Inholding Lands Landslide Hazard Areas
Ch. 17.01.062; Ch. 17.01.100;
XX Wetlands Seismic Hazard Areas
Ch. 17.01.070; Ch. 17.01.102;
XX Critical Aquifer
q er Recharge Erosion Hazard Areas
Ch. 17.01.080; Ch. 17.01.104.
This permit, with conditions, is granted pursuant to the Mason County Resource Ordinance
(Chapter 17.01 MCC.) 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.
This permit may be rescinded if the permitee fails to complete the project as proposed or fails
to comply with the standards of this ordinance.
Authorized Local Government Official Date
Mason Environmental Permit
11/20/2012 Case No.: MEP2012-00030
Conditions:
1.) All upland areas disturbed or newly created by construction activities shall be seeded,
vegetated or given an equivalent type of erosion protection (silt fencing or straw matting).
2.) The applicant acknowledges that the project will be completed as proposed, so that the
project will be consistent with all applicable standards of the Mason County Resource
Ordinance.
3.) Temporary erosion control measures must be implemented to prevent water quality
degradation of adjacent waters or wetlands. Silt fencing must be installed and maintained
until upland vegetation has become established.
4.) Approved per dimensions and setbacks on submitted site plan.
5.) Subject to conditions of Critical Aquifer Recharge Area Chapter of the Mason County
Resource Ordinance.
6.) All development is subject to the Mitigation Measures and Monitoring proposed within the
Mazama Pocket Gopher Survey and habitat management Plan that was prepared by Key
McMurry of Key Enviromental Solutions, dated 10/15/12.
11/20/2012 Page 3 of 3 MEP2012-00030
I
I
MASON ENVIRONMENTAL PERMIT($630 or$380 w/other permit) Mason County Permit Center Use:
❑ CONDITIONAL USE($1520) MEP / - QL C3c�
❑ HABITAT MANAGEMENT PLAN REVIEW($445) Date Rcvd
Gam, L�9 /Vclj�1 ° I 5M,:2 12 6G�l�o
MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Mason County Resource Ordinance(Chapter 17.01 MCC)
ENVIRONMENTAL PERMIT APPLICATION
The purpose of the Resource Ordinance is to protect Mason County's natural resource lands and critical areas and is
under the authority of Chapters 36.32, 36.70A,39.34, 58.17,76.09, 84.33, 84.34 and 90.58 RCW.
PLEASE PRINT
1. PROPERTY OWNER
Name: (,/7Y OF
Mailing Address: 5�2 C JV` Ze72)—
Work Phone: ,W (��� l ��l Email Address:
Home/Cell Phone: Fax#:
/f an agent is acting for the property owner during the permit process, complete#2.
2.AUTHORIZED AGENT
Name: J)g�sw5
Mailing Address: ��!s A), �� "�V�9�v A4
Work Phone: 34-
.1p Email Address:
Home/Cell Phone: Fax#
3. PROJECT SITE
Site Address:
Parcel#: L7�O� - - Legal Description: S/+
Directions to Site:
Attach a site plan showing the following: Lot Dimensions,Flood Zones,Existing Structures,Fences,
Water Lines,Driveways,Drainage Plans,Shorelines,Septic System,Topography,Proposed
Improvements,Easements,North Arrow,and Scale. Also draw a separate topography diagram.
4. State which section requires permit:
❑ Long Term Commercial Forest,Chapter 17.10.060 ❑ Frequently Flooded Areas,Chapter 17.01.090
❑ Mineral Resource Lands,Chapter 17.01.066 ❑ Landslide Hazard Area,Chapter 17.01.100
Aquifer Recharge Area,Chapter 17.01.080 ❑ Seismic Hazard Areas,Chapter 17.01.102
❑ Erosion Hazard Area,Chapter 17.01.104 ❑ Fish&Wildlife Habitat Conservation Areas,Chapter
❑ In-Holding Lands,Chapter 17.01.062 17.01.110
❑ Wetlands,Chapter 17.01.070
5. Identify current use of the property with existing improvements:
61 � Sns �°�Ghr�F Wf3 ,F.,� ��', Y �/�i�Ls��P-b�•
6. Identify and describe the proposed project,including the type of materials to be used,construction methods,
principle dimensions,and other pertinent information(attach additional sheets, if needed):
AJ511L� /y
7. Describe why the action requiring this permit cannot be avoided.
��1fL wit �,e° was
8. Will there be an alteration of a wetland and/or wetland vegetation area(circle one)? Yes No
9. Identify any surface water on or adjacent to property (circle one):
Saltwater Lake Stream Pond Wetland Drainage Ditch
10. Identify existing septic/sewer connection(circle one): If septic is located on project site, include records.
Connected to Septic Connected to Community Septic A11 -
11. Identify existing water supply (circle one): Public Water Supply Well 1/�-
11. Type of Job(circle one):
New Add Alteration Repair Demolition Other:
Print Name 4gi Date
PORTIONS OF SEC. 1 , 2, 3, 4, 9, 11 & 12, T. 20 N., R. 4 W., W.M.
PROJECT
■ ��� LOCATION
S■ ON,'
Department of
r r
C oT ections"Building A Sfronge Community
TOGETHER"
DAYTON AIRPORT ROAD
CITY OF SHELTON
WATERMAIN EXTENSION
SCHEDULE "All VICINITY MAP
SCHEDULE"B" *:*SCHEDULE"A"
O
t
NST 12" K
Al O
WES EELLS HIL ROAD SRI02
AIR SAY SR 102
AIRPORT
RD.) (W. DAYTON SHEET INDEX
ASHI GTON AIRPORT RD.)
STATE L
L CO STRUCT 12" ISLAND 1. COVER SHEET
/� WA ERMAIN LAKE 2. LAYOUT SHEET
\/PORT OF 0 3. LEGEND&ABBREVIATIONS
SHELTO� 4. WATERMAIN EXTENSION STATION 121+33.42 TO 128+30.16(STATE ROUTE 102)
5. WASHINGTON STATE PATROL SERVICE AND CONNECTION SITE PLAN
D 6. WATERMAIN EXTENSION STATION 128+30.16 TO 139+50(STATE ROUTE 102)
7. WATERMAIN EXTENSION STATION 139+50 TO 151+10(STATE ROUTE 102)
$ CONSTRUCT 12" 8. WATERMAIN EXTENSION STATION 151+10 TO 161+31.34(STATE ROUTE 102)
9. WATERMAIN EXTENSION STATION 58+69.21 (US 101)TO 69+10(US 101)
WATERMAIN 10. WATERMAIN EXTENSION STATION 69+10 TO 78+50(US 101)
�1�3 Or1 J 11. WATERMAIN EXTENSION STATION 78+50 TO 88+21.24(US 101)
S Ql �E r1s 12. WATERMAIN EXTENSION STATION 0+50.24 TO 10+10(SHELTON SPRINGS)
pO�t�� �S.���, �x �O� 13. WATERMAIN EXTENSION STATION 10+10 TO 20+90(SHELTON SPRINGS)
a 0(SHELTON SPRINGS)
P\�eN���'pE GOB SANDERSON SyFlT ® 15. WATERMAIN EXTENSION STATION 30+90 TO 44. WATERMAIN EXTENSION STATION 20+90 TO 1+10(SHELTON SPRINGS)
FIELD Oi), 16. WATERMAIN EXTENSION STATION 41+10 TO 49+00(SHELTON SPRINGS)
17. EROSION CONTROL DETAILS
18. TRENCH RESTORATION DETAILS
GCS 19. RESTORATION DETAILS
O ')30 20. WATER DETAILS
<< 21. WATER DETAILS
�-� 22. WASHINGTON STATE PATROL SERVICE AND CONNECTION DETAILS
s MASON COUNT /
FAIRGROUNDS
PROJECT DATUMS:
HORIZONTAL-NAD93/91 WASHINGTON STATE SOUTH ZONE:
_ HOLDING MONUMENTS'SANDERSON'AND*BIG WHEEL:.
COMBINED SCALE FACTOR: 0.99997524
VERTICAL-NAVDBB:
HOLDING MONUMENTS'SANDERSON'AND'BIG WHEEL'.
SANDERSON UAL
w/tN 705076.060 ASR�!E984413.241 \/yp�qELEV 273.897 z
SCALE: T'=500 FEET VERTICAL DATUM DESCRIPTKKi: BRASS pSK IN CONCRETE MONUMENT(REFER TO WASHINGTON STATENAVD88 DEPARTMENT OF TRANSPORTATION MONUMENT 0 5500;NGS RD SY 5597) 90% DRA0 250 500 1000 BIG WHEELN 593043.220 6� Q'E2.261 CALL BEFORE YOU DIG: E0.ELEV 13.61 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OFDESCRIPTION: BRASS DISK CEMENTED IN DRILL HOLE(REFER TO WASHINGTON STATE ALL EMSTING UTYU17ES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT I-800-424-55521
DEPARTMENT OF TRANSPORTATION MONUMENT D 824
) A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION.
No DATE BY APPR REVISIONS Approved By DAYTON AIRPORT RD WATERMAIN EXTENSION
Civil•Munici-Municipal Geotechnical•Land Surveying DESIGNED BY D'/30/0
-- -- p Y g DAYTON AIRPORT RD SCHEDULE IIAII
--- - --_-- --- R.E.W. O7/30/2012
Jerome W. Morrissette & Associates Inc., P.S. C.AD.D.BY DATE Cover Sheet
5.5. 07/30/2072 CITY OF SHELTON
1700 Cooper Pt.Road S.W.#B-2,Olympia,Wa.98502-1110 Ph 360.352.9456 Fx 360.352.9990 CHECKED BY DATE oneDa> Ao-a,nad 02 bawiaA ollwAUAD,. iNP"zs N�:",I c�mml SHEET 1 OF 22
Orawina�90:Urawi.,\S<h.W1.A Cove Sh-A.,
• PORTIONS OF SEC. 1 , 2, 3, 4, 9, 11 & 12, T. 20 N., R. 4 W., W.M.
PRO E f
LOC
10 NIS
L E :ON
S E WES DA Q IRPORT RO D/SR 102
SHEET 6 SHEET 7
SHEET 8
SHEET I
5
U LE
f LA E
WASHINGTON STATE VICINITY MAP
PATROL N.T.S.
ISLAND
PORT OF LAKE
SHELTON
F
I
� J� yFFI I
7 W SyF!
� �OG� PRi CS FT I
c� O
l
R �j FF7,
F �p
SANDERSON S op
� FIELD � yF
Fj.
s
HORIZONTAL-NAD83/91 WASHINGTON STATE SOUTH ZONE:HOLDING MONUMENTS'SANDERSON'AND'BIG WHEEL".
COMBINED SCALE FACTOR: 0.99997524
VERTICAL-NAVD88:
HOLDING MONUMENTS'SARDERSO'AMID'BIG WHEEL'.
SAIDERSON
S N 705076.060
E 984413.241
ELEV 273.397
VERTICAL DATUM DESCRIPRaI. BRASS DISK IN CONCRETE MONUMENT(REFER TO WASHINGTON STATE
`- DEPARTMENT OF TRANSPORTATION MONUMENT ID 5500;NGS PID SY 5597) 4$ ML W14
NA VOW 'S4' OT WAS �J
BIG WHEEL OLN HIGH PROFILE LINES Y7�E. V+
SCALE: 1 =500 FEET N 693043,220 A STAKE CENTER LOCATING REPRESENTATIVE MUST BE ON SI TE WRING THE TIME OF EXCAVATION rr
E 99582.261 THAT WILL BE WITHIN FIVE 5 FEET OF ANY FIBER LINES THE CONTRACTOR MUST COORDINATE y,
ELEV 155.620 WITH INC STAKE CENTER LOCATING,INC.AT(80I)364-1063 AND PROVIOE THE DATE AND TIME 90% DRAWINGS z
O 250 SOO 1000 DESCRIPTION: BRASS DISK CEMENTED IN DRILL HOLE(REFER TO WASHINGTON STATE THE DIGGING MILL COMMENCE.
DEPARTMENT OF TRANSPORTATION MONUMENT i0 624)
CALL BEFORE YOU DID, �(, " 2'Te><"
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR 9370MAL
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555
A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION.
s No DATE BY APPR REVISIONS Approved By a DAYTON AIRPORT RD WATERMAIN EXTENSION Civil-Municipal•Ceotechnical-Land Surveying DESIGNED BY 01/30/0 DATE
DAYTON AIRPORT RD SCHEDULE A
R.E.W. 01/30/2012
Jerome W. Morrissette & Associates Inc. P.S. AD.D.BT DATE Layout Sheet
Y , S.S.S 01/30/2012 CITY OF SHELTON
1700 Cooper Pt.Road S.W.#B-2,Olympia,Wa.96502-1 1 1 0 Ph 360.352.9456 Fx 360.352.9990 CHECKED By DATE HHISD.IAi1Rd\020,.mnr10IWMI&AD, iI,9I\o2S r.� INCH SHEET 2— OF 2 -
PD,,..INp\9Dw,Dra..mp\� n«d,k A Uywt Stdw9
PORTION OF SEC. 2, T. 20 N., R. 4 W., W.M.
WASHINGTON
f
- ---- --- ------ PORT OF B
I SHELTON STATE
I I DEPARTMENT OF TRANSPORTATION
SCALE: 1"=50 FEET
tc
— — SHEET 24 -
-�— _ 0 25 50 100
• O .a... I O p 00 a r O 4 00 O ; X I O O 0♦ e
• o
o .1
�A\ SHEET 1 w �ly{-
4
_ftf • /p ' W I W yy ! / ♦ \I S EET 20 r -a°^ VERTICAL DATUM
° ! NAweB
q — o 00o Q p000 ° r W r J—• r—r r I o� y \ N—
z o �o+l�r► SHEET 1 ra •. I i •—
SHEETI 9 \) HORIZONTAL NAD53/91 WASHINGTON STATE SOUTH ZONE:
000 ° O 3 I y r—r ' HOLDING MONUMENTS'S4NDERSON'0.9999 AND'BIG WHEEL-
COMBINED .
({ � '�#WRIE` _ •�—r—r—r SCALE FACTOR: 0.9999]524
�yl� .�I VERTICAL-N4VDB8:
a p '1AlF 1 1® a• HOLDING MONUMENTS-ANDERSON'AND'BIG WHEEL'.
�j SAND
( I I p ° \ N 705076.060
L E 984413.241
y o 0 0 • • / ELEV 273.897
DESCRIPTION: BRASS DISK IN CONCRETE MONUMENT(REFER TO WASHINGTON STATE
\ / DEPARTMENT OF TRANSPORTATION MONUMENT 10 55OD;NCS PID SY 5597)
II II
o E —4 \ _ // BIG EEL
N / WHN 693043.220
"= y WASHINGTON d p p I �I $ E 99582.261
•�i ELEV 155.620
N I STATE ft I I \ DESCRIPTION: BRASS DISK CEMENTED IN DRILL HOLE(REFER TO WASHINGTON STATE
p # PATROL ; I I '� ^�0 — �C qU6 DEPARTMENT OF TRANSPORTATION MONUMENT ID 624)
I I I o }
I � ■ I ( °O° p • 1 LJ
O O
Af
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I \ 3
— WW WM,
I w W ®a] — w _.rw
SHEET 21
Jill SHEET 22 SHEET 23
I'+ I
1 ;
F I
� I —
i t I
d
I I1+ T
� I II I II m
M
g I.CALL BEFORE OR HA
t_ ALL
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VE THE LGGA TIGN ANO PRolEcnaM aF
ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PR1CR
gg TO COvUM OF 48 O CALLING THE UNDERCR STRU LOCATE LINE AT 1-80p_421-5553 0�, DR�AWIN�GS
! - A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCnW.
2.OLN HIGH PROFILE ONES:
A STAKE CENTER LOCATING REPRESENTATIVE MUST BE ON E DURING THE TIME OF EXCAVATION
WILL
L BE WITHIN FIVE(5)FEET OF ANY FIBER LINES. THE CONTRACTOR MUST COORDINATE
WITH THE STAKE CENTER LOCATING,INC.AT(801)364-1063 AND PROVIDE THE DATE AND TIME FE OT WAS,
THE DIGGING WILL COMMENCE. r0�4y aSIpANA
J.UTILITY MARKERS SHALL BE PLACED AT ALL CROSSNGS ~' i
ALIGNMENT CHANGES AND EVERY 500 FEET
a INTERVALS ALONG LONGITUDINAL INSTALLATION
IN ACCORDANCE WITH WAC 468-34-220(3) ,P 34234
OF THE UTILITIES ACCOMOOATION POLICY .�4CfgTgl
SFONAL
s NO DATE BY APPR REvlslorvs Approved By DAYTON AIRPORT RD WATERMAIN EXPANSION PROJECT
S.W. O6/23/2012
_ Civil-Munici Municipal- Surveying
DAYTON AIRPORT RD
P Y D DESCNED BY DATE SCHEDULE C
Hi
07/OS/20T2 11 ,1
Jerome W. Morrissette & Associates Inc. P.S. GA.OD BY DATE
} — E«�BY 07/10/22012 CITY OF S H E LTO N Layout Sheet
-- — 1700 Cooper Pt.Road S.W.k6-2,Olympia,Wa.98502-1110 Ph 360.352.9456 Fx 360.352.9990 1011E Day—Aipwt Rd\o2 Dra _o,NM4A D.aw TA 02s n.Wa1.c m P DrawinKs\Iwl.OnwinpA\ScheduleC Fim Lm,r\l0'b 5,IwjII.I\
SWul.C L—ut%1 d" SHEET J6 OF