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Home My WebLink AboutBLD2024-00943 Retaining Wall - BLD Application - 8/23/2024 MASON COUNTY Permit No: /�'� COMMUNITY DEVELOPMENT AUG 2 3 2024 40 Permit Assistance Center,Building,Planning StrEe1 BUILDING PERMIT APPLICATION 615 W_Adder PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Jeff 8 Carmal Call NAME:Badger Excavation MAILING ADDRESS:2407 80 St E MAILING ADDRESS:8290 Ebbert or CITY:Tacoma STATE:Wa ZIP:98404 CITY:Port Orchard STATE:Wa ZIP:98367 PHONE#1:253-209-8717 PHONE:360-434-2929 CELL: PHONE#2:253-507-2357 EMAIL:phillip@badgerexcavation.00m EMAIL:JANDCCYAOMSN.COM L&I-REG#BADGEEL81 1 OJ EXP.0901TO25 PRIMARY CONTACT: OWNER❑ CONTRACTOR❑+ OTHER❑+ NAME Phi'2019 h EMAIL pNilip@badgerexcavation.com MAILING ADDRESS 8290 Ebbert Or CITY PatO dwE STATE Wa ZIP98367 PHONE 3sw3+-2929 CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 22331-52-00035 ZONING residential LEGAL DESCRIPTION(Abbreviated)Collins Lake#3 TR 35,s 50/41 FIRE DISTRICT North Mason SITE ADDRESS200 NE Raintree Ln CITyTahuya DIRECTIONS TO SITE ADDRESS Southshore rd, right on belfair lahuya rd,right on collins lake drive,left on collins place IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO E] SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (rheckall that apply): SALTWATER❑ LAKE[] RIVER/CREEK❑ POND❑ WEI•LAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW E] ADDITION❑ ALTERATION❑ REPAIR❑ OTHER (]retaining wall USE OF STRUCTURE(Residence,Guw,Commercial Bldg,!•rc) IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Parils)oJBldg)❑ NO❑ DESCRIBE WORK retaining wall and moving of 150 yards of material onsite SQUARE FOOTAGE:(proposed) I ST FLOOR sq.IL 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC❑� SEWER❑ / NEW❑+ EXISTING❑ PLUMBING IN STRUCTURE? YES❑ NO❑ lfyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO❑ EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that 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 and I further dedare 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 legal representative,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 pernittapplication becomes null 8 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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS O. ORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON OU TY C 14.08.42) 7/12/2024 gnature of OWNER(Must-Fe signed by the OWN Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT w PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH n 4 4 No drains in this wall FC/O E](K7RIG DRAY 11,10017001 3R7.OD'r/-(PER PU77 Tiuu�3; i - �—50'min > _ No dramsin this wall 1- <5ft tall r ' Lj cuatARc pruiNWO PROPOSED CURTAIN DRAW u' 10'min '� ) 10't/o .tS'OSf 3.�11OON / EH APPROVED EH Setbacks 10/03/2024 A.) Drainfield/Reserve requires 10'setback from footing/foundations CURTAIN DRAIN DETAIL Rhonda Thompson T P B.)Septic tank(s)requires 5'setback from all footing/foundations v.l SOIL SURFACE C.)No foundation/Perimeter Drains within 30R,downgradient of r Drainfield/Reserve area ��p� D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within rr,, 50ft,down gradient of Drainfield/Reserve area V 1 ;7/B"- SHEET N 1 1/2-GRAVEL TO (Q 22" 12"OF SURFACE IMPERVIOUS LAYER I Q 4" 6" O PERFORATED MIN.DEPTH CLEANOUT AND INSPECTION PORT REOUIRED FOR CURTAIN DRAIN. / \) CURTAIN DRAIN MUST EXTEND AT v LEAST 6"INTO RESTRICTIVE LAYER. REGARDLESS OF RESTRICTIVE SITE PLAN LAYER DEPTH SCALE: 1" = 30' 0 30 CLIENT: JEFFERY&CARMEL CALL PROPERTY INFORMATION: PN: 22231-52-00035 SITE ADDRESS: 200 NE RAINTREE LN DRAWN:LP.6/3/24 PAGE i OF 1 BLD2024-00943 5 7, 05035 Z,,-Tr,+fef Lin APPROVtD _ MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE CHANGES SUBJECT TO APPROVAL f. :3 3R By: Date: 10/23/2024 This permit is for retaining walls only. Ni EH APPROVED Rhonda Thompson 10/0412024 O 40 EH Setbacks A.) Drainfield/Reserve requires 10'setback from footingifoundations B.)Septic tank(s)requires 5'setback from all footing/foundations 1 5 N ' C.)No foundation/Perimeter Drains within 301t,downgradient of Drainfield/Reserve area D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within J- 50ft,down gradient of Drainfield/Reserve area v\1 <5ft high JX—M- �,...fit��t p� } n -�.-. �. 6' PLANNING SETBACKS Setbacks measured from farthest I ? ; y� 'l projection of the structure Rear: 50' (from OHWM)** *Subject to EH Setbacks **No clearing within 35'of lake. Retaining walls A must meet lake setback but retaining walls clos4\; to grade do not need to meet property line setbacks 1j Log co, L+� h xai ��dM �o N 11 05 hZ Z Lx1 Zdhxlo �ltlM 05 9LL o 2 T hA1, zh A5 Zt hx S Z �hX9 Zr � Xh 2Xhn '1 ZxhX Zr hxal Z fhx�) Z x� ZFI,A1I 22K� Z XI, xi ht;�Z �Z g(id z s3 OS S'SL XI IxLZ � r It 1xh1 % x I I I Jrlr finins �� op-vYe3w I -),d f DAYLIGHT EXISTING DRAIN N O'OD'OD"E 367.00'+/- (PER PLAT) 1 TAINING WALL � 141 _ - RETAINING WALL RET NG WALL v 7a �� kRA NA Lb 1 it Z d �/'�/ ' 1 1 , , 1 1 + J TRAILERto n N / PROPOSED CURTAIN DRAIN C/O PROPOSED CURTAIN DRAIN C/O W �C/o Z Q 4 i0 M d l RETAINING WAL 6• Nry i c/0 Z .MM7 3..00AO.O N -. wED CURTAIN DRAIN DETAIL SOIL SURFACE AUG 2 3 2024 LOPE �Ider Street -------POLY SHEET 7 8"- 1 1/2" GRAVEL TO 2211 WI HIN 12" OF SURFACE 4 IMPERVIOUS LAYER 4" 6" PERFORATED 12" MIN.DEPTH PIPE F—MIN.--� CLEANOUT AND INSPECTION PORT I REQUIRED FOR CURTAIN DRAIN. CURTAIN DRAIN MUST EXTEND AT LEAST 6" INTO RESTRICTIVE LAYER, REGARDLESS OF RESTRICTIVE SITE PLAN LAYER DEPTH SCALE: 1 " = 30' 6iw!! 0 a 30 CLIENT: JEFFERY & CARMEL CALL PROPERTY INFORMATION: H UGE R PN: 2253 1 — 52— 00035 SITE ADDRESS: 200 NE RAINTREE LN rt!-A!�Ad—= DRAWN: LP, 6/3/24 PAGE 1 OF 1