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HomeMy WebLinkAboutSEP2007-00359r- Jefferson County Department of Community Development ki .q 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450 - ; SEPTIC PERMIT APPLICATION V ' /T1 PROPERTY OWNER Pete Brummel iti /, 7 12,. MAILING ADDRESS 39200 Bear Berry Place Hansville.Wa 98340 /,j' ti 7 PHONE 360-638-1140 (4 11- (� �e0? Cify SYSTEM DESIGNER Nathan N.Cleaver Designer Phone#(360)598-6546 i e‘47 LEGAL DESCRIPTION: Section 15 Township 29N Range 1W PARCEL# 901 154 008 Subdivision Name Division Block Lot(s) Site address/Directions to site See Vicinity Mao on Site Plan SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential_x _ Newx Residential ADU Modification Private Commercial Expansion Public x Community Upgrade SYSTEM TYPE Repair SITE SIZE 218,033.45 Partial Repair- (tank) (drainfield) Previous Evaluation Conventional x Designate Reserve Area Yes# Alternative Redesign No x SYSTEM DETAILS Number of Gallons/day 480 Soil type 3 (attach soil eval.) ApplicationRate .8_gal./sq.ft./day Drainfield Length 200 ft. Trench Width3ft. Trench/Bed Depth 12 in. Septic Tank size_1000 gal. Pump Chamber size gal. TYPE OF SYSTEM Standard Gravity By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry Appeal—A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately . .•=d by the rules and laws in effect at that ime. ..0111111=1"_.....71°P -7 1107 Prope Ow , ignature Date FOR OFFICE USE ONLY / cy FINAL PARTIAL ASBUILT for A PROVED �, / INSP/PUMP TEST PUD /1 ALL HOLD REQ.MET / jjjjjejjec#qjjcheckjjjasejPoj3sEP al -3567 SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 PERMIT #: SEP07-00359 Date Received: 11/07/07 SITE ADDRESS: 1251 WEST VALLEY RD Date Issued: 01/24/08 Date Expires: 01/24/11 APPLICANT: PETER E BRUMMEL PHONE: 360-638-1140 CAROLYN BRUMMEL 39200 BEAR BERRY PL NE HANSVILLE WA 98340 SUBDIVISION: BLOCK: LOT: A PARCEL#: 901154008 Section: 15 Township: 29N Range: 01 W DESIGNER: NATHAN N CLEAVER PHONE: (360) 598-6546 1990 NW KIMBALL ST POULSBO WA 98370 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Permit issued to CONSTRUCT,ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY,WASHINGTON Thls permit is issued for a period of three years (unless otherwise stated above)in accordance with Jefferson County Rules and regulations for on-site sewage systems, co•Pied 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. , Jefferson County Environ ental Health Specialist The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted,and the UDC Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 110-CONVENTIONAL TRENCH No. of Gallons per Day: 480 Type of work: NEW Drainfield Trench Septic Tank Length: 200 feet Width: 3 feet Depth: 12 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP07-00359 1.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 2.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 3.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 4.) This system is approved and sized for 480gpd or 4bdr, however, due to the 3 bedrooms used in BLD07-601 only one single family residence could be permitted. This because the minimum daily design flow per residence is 240 GPD. BLD07-601 uses 360gpd. An ADU would need another 240gpd. 5.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 6.) H -An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 7.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 8.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 9.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 10.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 11.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 12.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 13.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 14.) The application was reviewed by the Jefferson County staff for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: category III wetland; seismic; SUSC aquifer recharge area. 2 of 3 11/22/19 I:\F_SEP_Permit.rpt 15.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 16.) Based on the submitted report dated September 11, 2007 prepared by Loggy Soil and Wetland Consulting, a wetland setback of 50-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 17.) Wetland buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100)feet, whichever is less. Signs shall contain the following statement: "Wetland & Buffer- Do Not Remove or Alter Existing Vegetation." 18.) A permanent physical separation along the upland boundary of the wetland buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 3 of 3 11/22/19 I:\F_S EP_Permit.rpt ' S CONVENTIONAL SYSTEM ASBUILT INSPECTION REPORT j. INSTALLER / Qr7/n /(ACac-lL PARCEL# 961l/59 40 Permit Owner et' fe- A' l CvroI O �1 14ermit # (3 �j ABSORPTION AREA: / DRAINFIELD (`TRENCH / TRENCH i r TANK #OF / #GAL/ LENGTH �G WIDTH 3 DEPTH `� DdG BEDRMS /_DAY Tank Shroud/ IF PUMP AND PUMP CHAMBER REQUIRED: Size Screen Float Arrangement High water float—distance to top of tank/emergency storage Dose drawdown(#of inches) #Gallons/Dose Timer/Dose Counter info Pump Size/Manufacturer I CERTIFY THIS ONSITE SEWAGE SYSTEM WAS INSTALLED S DESIGNED, PER PLAN APPROVED/•?/ot C ! og nATF INSTALLER SIGNATURE DA E INSTALLED /IQ-•to•.:�� /{.-of NWB,••• - / • M I `,. NATNnr:m2CLEAVER !AAP w! /%I%II'IId A" EXPIRES MAINTENANCE BASICS • There is a "filter sock" in the outlet baffle of the septic tank.The filter sock should be pulled out and hosed off every 6 months to avoid clogging and backing up into the house. Rubber gloves and other precautions must be taken to avoid contact with sewage. • The tank should be pumped every 3-5 years. • The drain field area needs to be seeded to prevent erosion. • The D-box should be opened once a year to make sure that the outlet pipes are all level. Rubber gloves and other precautions must be taken to avoid contact with sewage. There is a "Speed Leveler"dial on each outlet pipe that can be turned to level the outlets • The 2 large green lids on the septic tank and the green cover over the D-Box must be secured at all times with screws or bolts to prevent hazard and tampering. • Keep all traffic and heavy equipment off the drain field area. • Septic systems are only capable of treating and disposing of normal human waste, toilet paper and water. Some mild soaps and cleaners are also expected to go to the system as part of household cleaning. • Do not dispose of chemicals, harsh cleaning agents, medications, garbage disposal waste, etc. to the septic system. Please feel free to call with any questions. 360-598-6546 RECEIVED Nathan N. Cleaver Licensed Onsite Wastewater Treatment System Designer JUNQ 2008 Jefferson County Environmental Health >- w > v Q f— co O 6 d- Z Nco Yl _n os _ .Z17Z •� to CU LL 1.12 O m . o'oo� . t 6 } a 7 �+ ) a o M I2LI]£oL ----- T; p --- > pj E I ^ m O V O al CO 1 W ii i I M.. I /��y� I } N P C2 < I W N D x I r- Z a V - I • I I I I I 1 CO • 1 S� 1/1 • • 1 I 1 ., ,IIR 3 NI- L nami..w .Al sli N M ' 701,44 I 1.I N- \ -r \,,,. 11..14 11 1 til 1 CO r CO I a 11/hh1h1I ca4-1 �0 Q o O N..0 b o x Oen ' v N U O ^Q N N •` • 11 V) I . Q O • • • M (II pp . 713— tv O) • n fn ++ N I O 4-1C L 0_006 )m �Lo 3 uZIiS£ol N Q Y c�.= U f00 ,.. © VN w co ca 1 `I LI) COcoo C.%_, C m �'� IP-, it i ti ti u ;; ' IZVZ LD'DOb co a. � w co an ? ro O L a w C 0 U) �uu'i ao 0 01 0 s: 01"1" in x (p p if:tr o ti b ca p W poi O x p pal p Jlyt.i.4. '�r CA(313O N :# u to :6:0- 46" ce mu:~ asl�,t f. � 25z t rZ A N N `• 11 0 C7 �.`....< •;u L. 4G iv 4e 0 v� W o0 p cc , . > 0 � O1 .\. '• • %6 IS 651 O a tL 'i., V ^ m 2 W N m N tn CO wY 'O O Al OO Sv 0 Oo. 0J 13 N O CO M C X� (.117--- -0 - V H J �. zU' UU O 1,01 o 1.0 Q N tlO 0 l, 0s r-+ a "" W Q �. t d 0 � 4'4: ^ v SE v CO v 4j L 10 >.. a ilei= C T 0. U 4� N y •I-11-11= p, , 11 V .J _it O O y G C /;; . '.1111 41 I- a) s C Q • : .. X11 n °' 1 w L L a,..r.. =II= v W t' WO.Wfl . ` it 111 1 1 f� 'O 0 C W .....f, 11-1 o O N N U O y .a:. :_ r , W N •-1M •.1 L L O L .. a3� _ V C M m C G 'O W :.0...6.�1 II to TO W 0 N W D . ',i ii l U x civ F.. vai _o, ani ?sN a>i ••t I3=1 _ :‘41;•,:. '�` a-. t (n W E. a !0 J N 1- 'O ;:,; 111 y W Qi W .. C -0 'L V \ O C •••,Illi > C o u m o +. .�/NT O • aI II=11= Ct. L 'O 5, aL.. U U " V O U W�' .�-Cfit-4i=n=i1=11=i W W a.'0 z o > > a� >a. ~ > > > .I1= I m .-� C N y i6 > 1� .�r..-. .-� Z ,.ZI -► 1 v i- to co z 8 o < 0 0 W (L (7 x : m a9 r- Jefferson County Department of Community Development ki .q 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450 - ; SEPTIC PERMIT APPLICATION V ' /T1 PROPERTY OWNER Pete Brummel iti /, 7 12,. MAILING ADDRESS 39200 Bear Berry Place Hansville.Wa 98340 /,j' ti 7 PHONE 360-638-1140 (4 11- (� �e0? Cify SYSTEM DESIGNER Nathan N.Cleaver Designer Phone#(360)598-6546 i e‘47 LEGAL DESCRIPTION: Section 15 Township 29N Range 1W PARCEL# 901 154 008 Subdivision Name Division Block Lot(s) Site address/Directions to site See Vicinity Mao on Site Plan SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential_x _ Newx Residential ADU Modification Private Commercial Expansion Public x Community Upgrade SYSTEM TYPE Repair SITE SIZE 218,033.45 Partial Repair- (tank) (drainfield) Previous Evaluation Conventional x Designate Reserve Area Yes# Alternative Redesign No x SYSTEM DETAILS Number of Gallons/day 480 Soil type 3 (attach soil eval.) ApplicationRate .8_gal./sq.ft./day Drainfield Length 200 ft. Trench Width3ft. Trench/Bed Depth 12 in. Septic Tank size_1000 gal. Pump Chamber size gal. TYPE OF SYSTEM Standard Gravity By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry Appeal—A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately . .•=d by the rules and laws in effect at that ime. ..0111111=1"_.....71°P -7 1107 Prope Ow , ignature Date FOR OFFICE USE ONLY / cy FINAL PARTIAL ASBUILT for A PROVED �, / INSP/PUMP TEST PUD /1 ALL HOLD REQ.MET / jjjjjejjec#qjjcheckjjjasejPoj3sEP al -3567 SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 PERMIT #: SEP07-00359 Date Received: 11/07/07 SITE ADDRESS: 1251 WEST VALLEY RD Date Issued: 01/24/08 Date Expires: 01/24/11 APPLICANT: PETER E BRUMMEL PHONE: 360-638-1140 CAROLYN BRUMMEL 39200 BEAR BERRY PL NE HANSVILLE WA 98340 SUBDIVISION: BLOCK: LOT: A PARCEL#: 901154008 Section: 15 Township: 29N Range: 01 W DESIGNER: NATHAN N CLEAVER PHONE: (360) 598-6546 1990 NW KIMBALL ST POULSBO WA 98370 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Permit issued to CONSTRUCT,ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY,WASHINGTON Thls permit is issued for a period of three years (unless otherwise stated above)in accordance with Jefferson County Rules and regulations for on-site sewage systems, co•Pied 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. , Jefferson County Environ ental Health Specialist The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted,and the UDC Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 110-CONVENTIONAL TRENCH No. of Gallons per Day: 480 Type of work: NEW Drainfield Trench Septic Tank Length: 200 feet Width: 3 feet Depth: 12 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP07-00359 1.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 2.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 3.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 4.) This system is approved and sized for 480gpd or 4bdr, however, due to the 3 bedrooms used in BLD07-601 only one single family residence could be permitted. This because the minimum daily design flow per residence is 240 GPD. BLD07-601 uses 360gpd. An ADU would need another 240gpd. 5.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 6.) H -An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 7.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 8.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 9.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 10.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 11.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 12.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 13.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 14.) The application was reviewed by the Jefferson County staff for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: category III wetland; seismic; SUSC aquifer recharge area. 2 of 3 11/22/19 I:\F_SEP_Permit.rpt 15.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 16.) Based on the submitted report dated September 11, 2007 prepared by Loggy Soil and Wetland Consulting, a wetland setback of 50-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 17.) Wetland buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100)feet, whichever is less. Signs shall contain the following statement: "Wetland & Buffer- Do Not Remove or Alter Existing Vegetation." 18.) A permanent physical separation along the upland boundary of the wetland buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 3 of 3 11/22/19 I:\F_S EP_Permit.rpt ' S CONVENTIONAL SYSTEM ASBUILT INSPECTION REPORT j. INSTALLER / Qr7/n /(ACac-lL PARCEL# 961l/59 40 Permit Owner et' fe- A' l CvroI O �1 14ermit # (3 �j ABSORPTION AREA: / DRAINFIELD (`TRENCH / TRENCH i r TANK #OF / #GAL/ LENGTH �G WIDTH 3 DEPTH `� DdG BEDRMS /_DAY Tank Shroud/ IF PUMP AND PUMP CHAMBER REQUIRED: Size Screen Float Arrangement High water float—distance to top of tank/emergency storage Dose drawdown(#of inches) #Gallons/Dose Timer/Dose Counter info Pump Size/Manufacturer I CERTIFY THIS ONSITE SEWAGE SYSTEM WAS INSTALLED S DESIGNED, PER PLAN APPROVED/•?/ot C ! og nATF INSTALLER SIGNATURE DA E INSTALLED /IQ-•to•.:�� /{.-of NWB,••• - / • M I `,. NATNnr:m2CLEAVER !AAP w! /%I%II'IId A" EXPIRES MAINTENANCE BASICS • There is a "filter sock" in the outlet baffle of the septic tank.The filter sock should be pulled out and hosed off every 6 months to avoid clogging and backing up into the house. Rubber gloves and other precautions must be taken to avoid contact with sewage. • The tank should be pumped every 3-5 years. • The drain field area needs to be seeded to prevent erosion. • The D-box should be opened once a year to make sure that the outlet pipes are all level. Rubber gloves and other precautions must be taken to avoid contact with sewage. There is a "Speed Leveler"dial on each outlet pipe that can be turned to level the outlets • The 2 large green lids on the septic tank and the green cover over the D-Box must be secured at all times with screws or bolts to prevent hazard and tampering. • Keep all traffic and heavy equipment off the drain field area. • Septic systems are only capable of treating and disposing of normal human waste, toilet paper and water. Some mild soaps and cleaners are also expected to go to the system as part of household cleaning. • Do not dispose of chemicals, harsh cleaning agents, medications, garbage disposal waste, etc. to the septic system. Please feel free to call with any questions. 360-598-6546 RECEIVED Nathan N. Cleaver Licensed Onsite Wastewater Treatment System Designer JUNQ 2008 Jefferson County Environmental Health >- w > v Q f— co O 6 d- Z Nco Yl _n os _ .Z17Z •� to CU LL 1.12 O m . o'oo� . t 6 } a 7 �+ ) a o M I2LI]£oL ----- T; p --- > pj E I ^ m O V O al CO 1 W ii i I M.. I /��y� I } N P C2 < I W N D x I r- Z a V - I • I I I I I 1 CO • 1 S� 1/1 • • 1 I 1 ., ,IIR 3 NI- L nami..w .Al sli N M ' 701,44 I 1.I N- \ -r \,,,. 11..14 11 1 til 1 CO r CO I a 11/hh1h1I ca4-1 �0 Q o O N..0 b o x Oen ' v N U O ^Q N N •` • 11 V) I . Q O • • • M (II pp . 713— tv O) • n fn ++ N I O 4-1C L 0_006 )m �Lo 3 uZIiS£ol N Q Y c�.= U f00 ,.. © VN w co ca 1 `I LI) COcoo C.%_, C m �'� IP-, it i ti ti u ;; ' IZVZ LD'DOb co a. � w co an ? ro O L a w C 0 U) �uu'i ao 0 01 0 s: 01"1" in x (p p if:tr o ti b ca p W poi O x p pal p Jlyt.i.4. '�r CA(313O N :# u to :6:0- 46" ce mu:~ asl�,t f. � 25z t rZ A N N `• 11 0 C7 �.`....< •;u L. 4G iv 4e 0 v� W o0 p cc , . > 0 � O1 .\. '• • %6 IS 651 O a tL 'i., V ^ m 2 W N m N tn CO wY 'O O Al OO Sv 0 Oo. 0J 13 N O CO M C X� (.117--- -0 - V H J �. zU' UU O 1,01 o 1.0 Q N tlO 0 l, 0s r-+ a "" W Q �. t d 0 � 4'4: ^ v SE v CO v 4j L 10 >.. a ilei= C T 0. U 4� N y •I-11-11= p, , 11 V .J _it O O y G C /;; . '.1111 41 I- a) s C Q • : .. X11 n °' 1 w L L a,..r.. =II= v W t' WO.Wfl . ` it 111 1 1 f� 'O 0 C W .....f, 11-1 o O N N U O y .a:. :_ r , W N •-1M •.1 L L O L .. a3� _ V C M m C G 'O W :.0...6.�1 II to TO W 0 N W D . ',i ii l U x civ F.. vai _o, ani ?sN a>i ••t I3=1 _ :‘41;•,:. '�` a-. t (n W E. a !0 J N 1- 'O ;:,; 111 y W Qi W .. C -0 'L V \ O C •••,Illi > C o u m o +. .�/NT O • aI II=11= Ct. L 'O 5, aL.. U U " V O U W�' .�-Cfit-4i=n=i1=11=i W W a.'0 z o > > a� >a. ~ > > > .I1= I m .-� C N y i6 > 1� .�r..-. .-� Z ,.ZI -► 1 v i- to co z 8 o < 0 0 W (L (7 x : m a9