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HomeMy WebLinkAboutBLD2020-00212 SFR - BLD Application - 2/24/2020 MASON COUNTY COMMUNITY SERVICES Permit No: M&Lu—i0bZT2, PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL [RECEIVE 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext.352•Fax.(360)427-7798 Phone eelfair.(360)2754467•Phone Elma:(360)482-5269 FEB 2 4 2020 BUILDING PERMIT APPLICATION 615 ► - 4/der PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: r NAME:STUART AND STEPHANIE MCMASTER NAME:SPARTAN DEVELOPMENT INC. MAILING ADDRESS:6096 WIDGEON CT. MAILING ADDRESS:P.O.BOX 2377 CITY:BREMERTON STATE:WA ZIP:98312 CITY:SILVERDALE STATE:WA ZIP:98383 PHONE#1:360-908-1466 PHONE:360-204-0138 CELL: 360-621-9293 PHONE#2:360-509-6978 EMAIL :SPARTANDEVELOPMENTINC@OUTLOOK.COM EMAIL:stephl98396@yahoo.com L&I REG#SPARTD18230M EXP, 09/ 14 /2020 PRIMARY CONTACT: OWNER❑ CONTRACTOR❑X OTHER❑ NAME JOSH MARQUISMASON BECK EMAIL SPARTANDEVELOPMENTINC@OUTLOOK.COM MAILING ADDRESS P.O.BOX 2377 CITY SILVERDALE STATE WA ZIP 98383 PHONE 360-204-013e/36M21a293 CELL PARCEL INFORMATION: ® PARCEL NUMBER(12 Digit Number) 12305-21-00070 ZOjfI RTH ASON LEGAL DESCRIPTION(Abbreviated) N 1/2 TR 7 OF GOUT LOT 2 FIRE DISTRICT E AUT22TY-EGIONAL F R SITE ADDRESS 180 NE TIGER LAKE RD.W CITY BELFAIR,WA 98528 DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE ® RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW® ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Comme'-cial Bldg,Etc.)RESIDENCE IS USE: PRIMARY® SEASONAL❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 2-3/4 HEATED STRUCTURE? YES(Whole Bldg) ® YES(Part[s]ofBldg) ❑ NO❑ DESCRIBE WORK NEW HOME CONSTRUCTION SQUARE FOOTAGE: (proposed) Zgq 2 SQ(� 1 ST FLOOR 1564 sq.ft. 2ND FLOOR 613 sq.ft. 3RD FLOOR sq.ft. BASEMENT 715 sq.& DECK 446 sq.ft. COVERED DECK 50 sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE 896 sq.ft. Attached® Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE N/A MODEL N/A YEAR N/A LENGTH N/A WIDTH N/A BEDROOMS NIA BATHS N/A SERIAL NUMBER NIA ENVIRONMENTAL HEALTH: 5 Wg 91 SEWAGE/SEWER SOURCE: SEPTIC® SEWER❑ / NEW© EXISTING❑ PLUMBING IN STRUCTURE? YES ® NO ❑ If yes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES® NO[] EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3 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 declare 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 permitlapplication becomes null&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 OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) Q�' > ignature of OWN R(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT q' PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Permit No: BIAZ,-u'6'24 PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •FIRE MARSHAL 615 W.Alder St-Shelton, WA 98584 www.co.mason.wa.us RC Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7796 Phone Belfair. (360)275-4467• Phone Elma:(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:STUART AND STEPHANIE MCMASTER NAME: SPARTAN DEVELOPMENT INC. /der MAILING ADDRESS:6096 WIDGEON CT. MAILING ADDRESS: P.O. BOX 2377 CITY: BREMERTON STATE:WA ZIP:98312 CITY:SILVERDALE STATE: WA ZIP:98383 Is'PHONE: 360-908-1466 PHONE: 360-204-0138 CELL: 360-621-9293 2nd PHONE: 360-509-6978 EMAIL : SPARTANDEVELOPMENTINC@OUTLOOK.COM EMAIL: steph198396@yahoo.com L&I PEG#SPARTDI8230M EXP. 09/ 14/ 2020 PARCEL INFORMATION: ILDIM PARCEL NUMBER(12 Digit Number): 12305-21-00070 Zoning:_4U LEGAL DESCRIPTION(Abbreviated): N 1/2 TR 7 OF GOVT LOT 2 SITE ADDRESS:a 180 NE TIGER LAKE RD.W CITY:BELFAIR DIRECTIONS TO SITE ADDRESS: TYPE OF JOB: NEW x ADD ALT REPAIR OTHER USE OF BUILDING RESIDENCE LOCATION OF FIXTURES/UNITS—1 sT FLOOR X 2ND FLOOR x BASEMENT x GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric x LPG X Natural Gas Ductless_ Toilets 4 Type of Unit No.of Units Fees Bathroom Sink 7 Furnace 1 Bath Tubs 1 Heat Pump 1 Showers 'I: Z Spot Vent Fan Water Heater 1 Propane Tank 1 Clothes Washer 1 Gas Outlets 1 Kitchen Sinks 1 Wood/Gas/Pellet Stove Dishwasher 1 Kitchen Exhaust Hood 1 Hose bibs 2 Dryer Vent 1 Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge 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,owners legal representative,or contractor. I further declare 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 authorized agent 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 permit/application becomes null&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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT EC �•Z PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN Name McMaster Parcel# 12305-21-00070 BLD# Gy REv g ' Mason County CEf L1 Qlpartment of Community Development Vc F C Small Parcel Stormwater Management Application/Worksheet (page 1 Zx20Z— Title 14 Chapter 14.48 a stormwater site plan is required whenever a building Per Mason County Code, p p q g pp r8&,, made for residential development, or redevelopment', with more than 2,000 square feet of impervious surface2. @I 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area All dimensions in feet Buildings X = 2754 X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X = 0 X = Length of drive begins at the right of way X = Parking Areas X 1620 X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = 50 X = Any paved, gravel or packed area per definition above table X = ' Others X = X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 3424 If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 NILme McMaster Parcel# 12305-21-00070 BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County website: htti)//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) X The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail: P 0 Box 1850, Shelton WA 98584 Physical:415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel. You may also wish to consult with the septic design professional involved with the project. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail: P 0 Box 1666, Shelton WA 98584 Physical: 426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- describe_d.pcop or review and inspection as may be required. Owner/Agent/Contractor(circle one)Date: P ge 2 of 2 HANDOUT "K" TYPICAL DRYWELL INFILTRATION SYSTEM Sizing Note: Each Drywell Will Serve 700 Square Feet of Rooftop Roof Gutter 48 Inch Diameter House Hole Filled with Catch Basin(Yard Drain) 1-1/2°to 3'Washed Flow Drain Rock Downspout Min. 4"dia. PVC Pipe 0 Sides of Hole Lined with DRY WELL PLAN VIEW Filter Fabric (Not To Scale) Mark Center of Hole \/ x with 1'Capped PVC x / House or Other Means Flush with Surface Topsoil 1'Min. Flow Fine Mesta Catch Basin Screen (Yard Drain) 3'Min. 15'Min. 48 Inch Diameter — Hole Filled wth 1-112"to 3'Washed Drain Rock Min. V above Seasonal DRY WELL X-SECTION VIEW High Groundwater Table (Not To Scale) Typical D ell Infiltration System l� Y MASON COUNTY Mason County Permit Center Use: COMMUNITY SERVICES ADv _ opd2b V Building,Planning,Environmental Health,Community Health --� 615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Date Rcvd Phone:(360)427-9670 ext.352♦Fax:(360)427-7798 Fee: $130.00 Request for Administrative Variance for Reduction in the Required Setbacks For administrative review, the minimum variance on a setback request is 5 feet from the side yard lot lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction requires a standard variance. Setbacks are measured from the furthest projection of the structure including roof eaves and titters. �n Applicant/Owners: ,�-T U/q d T�2,— Mailing Address: I/O 96 4,111 G � )' / eT- City: /ZX-, State: (/� Zip: '/ Telephone: U' SZ5--to j-7 Email: ��rPN �`I�3 to �ti a. c a, RECEI VEp If this reduction is tied to a building permit,please give permit case number. BLD 20 ZO - 6021 L_ FEe ?4 615 20?0 �V Parcel Number(,):_ Zoning K �'�f5troel Site Address: / ,(/r L_i,4 xj97 i4o, L..dl Requested setback variance: S_ ft. ❑ Front ❑ Rear Side ft ❑ Front ❑ Rear ❑ PLANNING Side ft. ❑ Front ❑ Rear ❑ Side ft ❑ Front ❑ Rear ❑ Side Front Setbacks-From access easements and road right of ways. Minimum 10 feet. Rear Setbacks-From the rear property line. Minimum 10 feet. Side Setbacks-From the side property line. Minimum 5 feet except for certain shoreline designations. An illustrated site plan is required. Your site plan must show the following: north arrow, abutting street or easements, and set backs to all property lines and existing buildings, slopes, surface water, wetlands, critical areas, septic, well and driveway. Show all proposed new development. FRONT AND OR REAR YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 1) One of the following exists on the lot (check all that apply): ❑ a) steep slopes, wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-fourth acre; ❑ e) existing improvements of buildings, septic systems, and well areas. SIDE YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 2) One of the following exists on the lot (check all that apply): ® a) steep slopes, wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-half acre; P e) existing improvements of buildings, septic systems, and well areas. Explain how these circumstances preclude a reasonable development proposal from meeting the setback standard for Rural Residential 2.5, 5, 10, or 20 zones. t"i (ic �) T7f r0— 1&�,x Is ,—Zv-Jd, CUL z-,c_/Ii r S Owner/ `gedt{ lease i2/2y 2 d Z� t N &te)Q S' Date Off cial Use Only Approved by: Date �?,U�� Denied by: Date Reason for denial: o� 0 ExISTIN gv PL N GHBORS WELL 222 NE TIGER LAKE ROAD W O 0-367AN SANDY LOAM O 0 36"TAN SAND LOAM O O 0-48"S S Y 36-52"GRAY SAND s�Y z SLY 3 040"SAND LOAM si Y LOAM 36-52"GRAY SAND LOAM COMPACTION AT 40" COMPACTI T 48" LOAM GOOD ROOT COMPACT AT 52" PENETRATION TO 60" ROOTS STOP AT 40: ROOTS STOP A � 4)OBSERVATION PORTS P/L � 'V vqo1--6061Z 100' 4)50'LINES Pi _--ON 5'CENTERS 2 45'x 50'S Y Q RESERVE °V" PROPOSED 75 Ye AREA , 3-BEDROOM 72' 25' OWABLE BUI 1 HOME ATER LINE 60' �R_ WITH RISER SLOP 3 INCASE SEWAGE TRANSP R LINE IN E741FWAY PARKIPo'G ��� DRAO%wy r r PROPOSED WELL SEPTIC NK W. /� ® DR/YL3gy 4 PUMP TA K PIT /-� 1 1 D E D 54.9+, - - - - MASO J COUNTY D D PLANNING O WER p�NN iNG• «n Subm� eLl�. PLAN REQUIRE TO BE ON SITE PLA PLOT EViSION -� GES SUBJECT 0 APPP, AL ALL SETBACKS ARE MEASURED By l FROM THE FURTHEST p�E�_8_ZOZO MOUE 41' _ _ 4oLY E �-I01 8_+�'�_.LweS`t D te0 U PPO +F ,-.r,,,� _-,c -��c �llt PING �vy, ` Lc- -Awtw-m L_C, t.(AA - Do not Damage Or Disturb Soils When Clearing Building envelope area location and size may Drainfield Area vary.Do not cross no building zone lines with RECEIVED - buildings ��ll `• � �(flit �L s "Pump is required `' - "Pump alarm is required NO WELLS WITHIN 100'♦ � INSTALLER TO ENSURE ALL ON-SITE SEWAGE ALL COVER TO BE s 5 MIN/INCH �F' �' t � FEB 2 4 2020 TANKS/COMPONENTS MUST BE WATERTIGHT TO DIVERT ALL SURFACE WATER AW SURFACE FROM DRAINFIELD AREA. 615 W.Alder Street DISCLAIMER s;r /bicnThis map does not represent a survey PREPARE SITE&INSTALL DRAINFIELD or does it purport to show all easements DURING DRY CONDITIONS Zou - ba iL or encroachments,if any. — Normal usage must meet the following tie``a"" Additional Drains May Be Required NE o"qv.00d Rd ti To Divert Surface Or Subsurface Water Problems criteria or be lower 3 Biochemical oxygen demand 130-174 MG/L INSTALLER MAY USE GRAVEL OR SUBSTITUTE WITH INFILTRATORS T55: 47-71 MG/L FOOT FOR FOOT. SEE ATTACHED NOTESI FOG: 10-20 MG/L NE Larval Rd STUMP SPLITTING OR STUMP DO: 0-1.0 MG/L GRINDING IS RECOMMENDED PH: 6.5-7.2 FOR TREES GREATER THAN 12" IN DIAMETER WITHIN DRAINFIELD TEMP: 48-70* a 10 0' 50' 100' AREA.PROTECT SOILS WHEN CLEARING *With microscopic life forms present **Higher waste strengths will result in OWNER: SCALE: premature failure of the septic system. 180 NE TIGER LAKE RD DAVE'S SEPTIC SERVICES INC. 1" — 50' DATE: MASON COUNTY, WA. P.O. BOX 301 2-5-2020 TAX ID: 123052100070 � SEABECK, WA 98380 REVISION: DAVID A.t9l 6tl0l20 IN (360) 830-710-2449 2-10-2020 WA tY R, REVISION: 1 2-22-2020 EXISTIN N GHBORS WELL pT-A� RO TIGER LAKE �J ROADD 0 0-36 TAN SANDY LOAM 0 0-36"TAN SAND LOAM 0 0-48"SA LOAM 5L R 1 36-52"GRAY SAND Su 2 s1 s 3 0-00"SAND LOAM su e LOAM GOOD ROOT 36-52"GRAY SAND LOAM COMPACTION AT 40" COMPACTIO T 48" PENETRATION TO 60" COMPACT AT 52" ROOTS STOPAT 40: ROOTS STOPA 4)OBSERVATION PORTS 4704/-P/L ' lu �S&?A�'DOOU 100' 4)50 LINES ON 5'CENTERS z 45'x 50'a a e RESERVE r'W PROPOSED 75' Q� AREA 3-BEDROOM F WABLEBUI HOME 160' i 25' ATER LING �Q WITH RISER SLO0 3 INCASE SEWAGE TRANSP R LINE IN LTAIFWAY PA4K1NG AWA ' L ---- ORi1�MAY PROPOSED WELL - J SEPTIC NK x a PUMP TA K PIT 649+1--- iV,A.3 COUNTY U D PLANNING POWER -- 1�1 REQUIRE TO BE ON SITE � �� �t a� SST PLC•, ' PLANNING: PLA Pt.OT EVI$wN i�.Vl�r, Sob m uffed�, to UEs s�63L,T 0 APPROVAL ALL SETBACKS ARE MEASURED YY1oVE fie_ �v5E �,���C.U�e�`t By it FROM THE FURTHEST DATE 5-8-ZOZO c -�,c a�`;t n;r`J C; vYl `k-2- `A T r v-or-ed `l CAA— Do not Damage Or Disturb Soils When Clearing Building envelope area location and size may �j V F t Drainfield Area vary.Do not cross no building zone lines with ` �r�1 PL � u �" RECEIVED buildings i "Pump is required "Pump alarm is required NO WELLS WITHIN 100'♦ NFL i.l+t: -it INSTALLER TO ENSURE ALL ON-SITE SEWAGE ALL COVER TO BE<_5 MIN/INCH �E` ? ' FEB 2 4 2020 TANKS/COMPONENTS MUST BE WATERTIGHT TO DIVERT ALL SURFACE WATER AW SURFACE = 615 W.Alder Street FROM DRAINFIELD AREA. DISCLAIMER 4J _ro PREPARE SITE&INSTALL DRAINFIELD 16 �/W m _ 0021 L This map does not represent a survey � nor does it purport to show all easements DURING DRY CONDITIONS - or encroachments,if any. Normal usage must meet the following tom`L,x Additional Drains May Be Required WE Danv:ouU Rd To Divert Surface Or Subsurface Water Problems criteria or be lower / Biochemical oxygen demand 130-174 MG/1 ;p J•rl INSTALLER MAY USE GRAVEL OR SUBSTITUTE WITH INFILTRATORS TSS: 47 71 MG/L FOOT FOR FOOT. SEE ATTACHED NOTES! vE Laurel Rd FOG: 10-20 MG/L STUMP SPLITTING OR STUMP DO: 0-1.0 MG/L GRINDING IS RECOMMENDED PH: 6.5-7.2 FOR TREES GREATER THAN 12" 5 10,0' 50' 100, IN DIAMETER WITHIN DRAINFIELD TEMP: 48-70* AREA.PROTECT SOILS WHEN CLEARING *W!th microscopic life forms present **Higher waste strengths will result in OWNER: SCALE: premature failure of the septic system. DAVE'S SEPTIC SERVICES INC. 1"= 50' 180 NE_ TIGER LAKE RD DATE: MASON COUNTY, WA. P.O. BOX 301 2-5-2020 TAX ID: 123052100070 . SEABECK, WA 98380 REVISION:0-2020 DAVID A ONYLIN ' (360) 830-710-2449 REVISION: E,ES 2-22-2020 O� O t 1�AElA EX/STIN y� ,V, �j N GHBORS WELL \j 222 NE TIGER LAKE .1 - "� ROAD s0, 0-36-TAN SANDY LOAM Q 0.36"TAN SAND LOAM Q Q 0-48"SA 36-52"GRA Y SAND s�a 3 sc a 3 0-40'SAND LOAM SL a 4 LOAM ♦ 36-52"GRAY SAND LOAM COMPACTION AT 40" COMPACTIO T 48" LOAM GOOD ROOT COMPACT AT 52" ROOTS STOP AT 40: ROOTS STOP A PENETRATION TO 60" 4)OBSERVATION PORTS - a�o+i5cou too' 4)50'LINES ON 5'CENTERS 2 45'x 50'sL e 4 Q� RESERVE 5' AREA W 72' ALLOWABLE BUILDING AREA 1 25 ATER LINE 60' � 141' WITH RISER sL 0 3 INCASE SEWAGE TRANSPORT LINE IN DRIVEWAY ING - ti� DR1 VFW Y PROPOSED WELL SEPTIC NK DRrV�+VAY -' 1�1 1-PIT a PUMP TA K 549'+/- APPROVED OWER 27 i a� APR 13 2020 MASON COUNTY ENVIRONMENTAL HEALTH Do not Damage Or Disturb Soils When Clearing Building envelope area location and size may Drainfield Area vary.Do not cross no building zone lines with RECEIVED - •Pump is required buildings - •Pump alarm is required NO WELLS WITHIN 100' INSTALLER TO ENSURE ALL ON-SITE SEWAGE ALL COVER TO BE:5 5 MIN/INCH FEB 2 2020 TANKS/COMPONENTS MUST BE WATERTIGHT TO DIVERTALL SURFACE WATER AWAY SURFACE 615 W.Alder Street FROM DRAINFIELD AREA. DISCLAIMER This map does not represent a survey PREPARE SITE&INSTALL DRAINFIELD OQ 2,1 nor does it purport to show all easements or encroachments,if any. DURING DRY CONDITIONS Normal usage must meet the following Additional Drains May Be Required NE o-9%00d Rd To Divert Surface Or Subsurface Water Problems criteria or be lower Biochemical oxygen demand 130-174 MG/L INSTALLER MAY USE GRAVEL OR SUBSTITUTE T55: 47-71 MG/L WITH INFILTRATORS FOOT FOR FOOT. SEE ATTACHED NOTESI FOG: 10-20 MG/L NE Laur:I Rd STUMP SPLITTING OR STUMP DO: 0-1.0 MG/L GRINDING IS RECOMMENDED PH: 6.5-7.2 FOR TREES GREATER THAN 12" 0 O' 50' 100' IN DIAMETER WITHIN DRAINFIELD TEMP: 48-70* AREA. PROTECT SOILS WHEN CLEARING *With microscopic life forms present **Higher waste strengths will result in OWNER: SCALE: premature failure of the septic system. 180 NE TIGER LAKE RD DAVE'S SEPTIC SERVICES INC. I" = 50' DATE: MASON COUNTY, WA. P.O. BOX 301 2-5-2020 TAX ID: 123052100070 SEABECK, WA 98380 REVISION: owV10 A YLIN (360) 830-710-2449 2-10-2020 QH REVISION: � _. 2-22-2020