HomeMy WebLinkAboutMEP2021-00014 - MEP Application - 7/8/2021 s
Mason Count Permit Center Use:
MASON COUNTY y
COMMUNITY SERVICES MEP UZI -0001
/ Building,Planning,Environmental Health,Community Health Date Rcvd
615 W.Alder St.—Bldg.8,Shelton,Wa 98584
Phone:(360)427-9670 ext.352 ♦ Fax:(360)427-7798
❑ MASON ENVIRONMENTAL PERMIT:$115 RECEIVED
❑ MASON ENVIRONMENTAL PERMIT WITH HABITAT MANAGEMENT PLAN:S1500
❑ CONDITIONAL USE: S2000 JUL 0 8 2021
Mason County Resource Ordinance(Chapter 8.52 MCC)615 W. Alder Street
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 PLANNING
1. PROPERTY OWNER
Name: Phil Zamagnep
Mailing Address: 1212 NW Tahoe Lane APT 201, Silverdale, WA 98383
Work Phone: Email Address: Ca I ' GLOM
Home/Cell Phone: i6 C�6' �Z Q Fax#:
If an agent is acting for the property owner during the permit process, coneplete#2.
2. AUTHORIZED AGENT
Name: Rob Nagel - Arctos Aerial
Mailing Address:PO Box 2466, Shelton, WA 98584
Work Phone:(360) 229-3118 Email Address:arctosaerial@gmail.com
Home/Cell Phone: Fax #
3. PROJECT SITE 3Z.61
Site Address: XXX State Route 302
Parcel #: 12216 - 75 - 90031 Legal Description:
Directions to Site: From Allyn, drive north on highway 3, turn right on E North Bay Rd (St Route 302). Access
road is on the left just after 3250 E State Route 302.
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.
Rev.March 1,2018
e
4. State which section requires permit:
❑ Long Term Commercial Forest,Chapter 8.52.060 ❑ Frequently Flooded Areas,Chapter 8.52.130
❑ Mineral Resource Lands,Chapter 8.52.090 ❑ Geologically Hazardous Areas,Chapter 8.52.140
❑ Critical Aquifer Recharge Areas,Chapter 8.52.120 ❑ Seismic Hazard Areas,Chapter 8.52.150
❑ Erosion Hazard Area,Chapter 8.52.160 ® Fish&Wildlife Habitat Conservation Areas,Chapter
❑ In-Holding Lands,Chapter 8.52.070 8.52.170
❑ Wetlands,Chapter 8.52.110
5. Identify current use of the property with existing improvements:
Undeveloped lot
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):
Proposed 24" culvert crossing for a driveway on an Ns stream.
7. Describe why the action requiring this permit cannot be avoided.
This is the only access option for a proposed SFR.
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
11. Identify existing water supply(circle one): Public Water Supply Well
11. Type of Job(circle one):
New Add Alteration Repair Demolition Other:
POA 0, -TVA)& 211
Print Na a Signature Date
Rev. March 1, 2018
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PROPOSED SITE PLAN
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S/T ,` ,rJd +`�' ,5d' I PROPERTY OWNER NOTE:
5'STREAM BUFFER SETBACK / Drive ay ' I Carefully review ALL aspects of this septic
design.ANY costs incurred due toH ond-D s to
` C/O O this design Dfter submission to he property
pert Dow owner.
` ore the sole responsibility of the property owner.
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Shared Access 0 �. ` N87'D5'47"W
PROPOSED 2-PARTY WELL 360.Op 6"F/P(TYP) — —
PROJECT DESMIPf": ON PARCEL 1 221 6-75-032 ' o= sioQS83
CONSTRUCT NEW 4 BR SFR mom --- APPROVED EXPIRES 2/25/2023 LICENSED DES IDNER
CONSTRUCT NEW PRESSURE DISTRIBUTION OSS MASON COUNTY DCD PLANNING
SOILS INFORMATION: TP 3/19/21 SITE PLAN REQUIRED TO BE ON SITE
TN IS a NOT A SURVEY
SL1 TYPE 4 / 0.6 GAL FT / DAY C IN E S U BJ ECT TO APPROVAL SITE FEATURES. ELEVATIONS.ELEVATIONS.AND BENCHMARKS
0—6 DBLFS AREBASEDDNASSUMEDGREC RECORDS.
D BY ARE
INTENDED
ONLY
PLANNING:
6-3 6 LBLFS B �Z �Z ME R`REVIEW AND CONSTRUCTION" R OF THE PPR OSEDSEP,X SYSTEM
Y Date DESIGN.APEX SEPTIC DESIGN.LLC RECOMMENDS THAT A LICENSED
36—63 GRAVELLY COARSE RBFEBSIONAL LAND SURVEYORALWAYS LEVATBE USED N SET CORNERS.
ALL SETBACKS ARE MEASU
ESTAgL6H LOT UNES.DETERMIN EIEVATKMIS AND TOPOGRAPHY.
ANO OR PROAOE A LEGAL SITE PLAN.
ROOTS TO 58 NOTE: METHODS AND EGUIPMENT FROM THE FURTHEST
IT PUMHE P
RESPONSIBILITY TESTING THE
THIS IS NDTARKSAR SITE DONA SUMEDDATUMP,PROVIDED PROJECTION OF THE BUILDI
THE PUMP TANK IS FILLED WITH WATER FOR TESTING THE PUMP AND BENE"R AND PARE BASED ON ASSUMED DATUM PROVIDED B1'
S L2 TYPE 4 / 0.6 GAL FT 2 / DAY AND SETTING UP THE SYSTEM. INFORMATIOM AND INTEEN°DED COUNTY FOR ME REVIEEW AND AND
0—6 DBLFS TH TH
E BUILDER OR HOMEOWNER IS RESPONSIBLE FOR NOTIFYING OF E SEPTIC SYSTEM DESIGN.
6—30 LBLFS SCATTERED GRAVELS AND COBBLES APEX SEPTC DESIGN WHEN THE PUMP CONTROL PANEL HAS BEEN FIELD MEASUREMENTS PERFORMED WITH A TDPCON GPT-9ODSA ROBOTICWIRED.ANDIS READY FOR SETUP.FAILURE TO NOTIFY APEX SEPTIC TOTAL STATION,TOPCON ROBOTIC PRISM.TOPCON FC-200DATA COLLECTOR
DESIGN THAT THE PANEL HAS BEEN WIRED MAY DELAY THE AND RAG TAPE.
30—55 GRAVELLY COARSE COMPLETION OF THE RECORD DRAWING.AND DELAY FINAL
ROOTS TO 35 OCCUPANCY OF YOUR HOME APEX SEPTIC DESIGN.LLC RECOMMENDS THAT A LICENSED PROFESSIONAL
LAND SURVEYOR ALWAYS BE USED TO SET CORNERS.ESTABLISH LOT LINES.
DETERMINE SITE ELEVATIONS AND TOPOGRAPHY,AND PROVIDE A LEGAL SITE PLAN.
SL3 TYPE 4 / 0.6 GAL FT / DAY NOTE:
0—6 DBLFS THIS SYSTEM IS NOT RATED FOR USE WITH A GARBAGE DISPOSAL. CLIENT:
6—52 GRAVELLY LBLFS USE OF A GARBAGE DISPOSAL WITH THIS SYSTEM MAY CAUSE
STRONG ROOTS TO 43 PREMATURE FAILURE OF THE DARINFIELD. ZAMANGE
SL4 TYPE 4 / 0.6 GAL FT2 / DAY ENGINEER/ARCHITECT NOTE: PROPERTY INFORMATION:
0—7 DBLFS SITE
7—42 GRAVELLY LBLFS DO NOT MOVE/ADJUST/RELOCATE DRAINFIELDS 1221 6— 75—90031
42—47 GRAVELLY COARSE SAND OR TANKS. SEPTIC COMPONENT LOCATION IS CRITICAL SITE ADDRESS: XXX ST ROUTE 302, VICTOR ®APEX
47-62 GFS W SCATTERED GRAVELS AND COBBLES TO THE APPROVAL OF THE SEPTIC DESIGN AND ISSUANCE SEPTIC DESIGN, LLC
OF THE BUILDING PERMIT.
DRAWN: TP, MARCH 19, 2021 PAGE 1 OF 2 -�o Box 801,Gig Harbor,WA98335 253.509.9922