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HomeMy WebLinkAboutPermit Building 2019-11-15SPRINGFIELD City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 OREGON Building Permit 541-726-3753 Residential Structural Permit Number: 811-19-002475-STR IVR Number: 811082593981 Web Address: www.springfield-or.gov Email Address: permitcenter@springfield-or.gov Permit Issued: November 15, 2019 - TYPE OF WORK Category of Construction: Single Family Dwelling Type of Work: Alteration Submitted Job Value: $31,851.36 Description of Work: Garage conversion to living space ]OB SITE INFORMATION Worksite Address Parcel Owner: ALLEN PAUL W & RACHEL 353 BLACKSTONE ST 1703233408700 Address: 353 BLACKSTONE ST Springfield, OR 97477 SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone ON TOP CONSTRUCTION AND CCB 209925 541-852-0474 DESIGN LLC - Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Res Pending 1260 Framing Struct Res Pending 1430 Insulation Wall Struct Res Pending 1440 Insulation Ceiling Struct Res Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811082593981 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 11/15/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-002475-STR PERMIT FEES Fee Description Technology Fee Plan Review - Minor, UGB Structural building permit fee Structural plan review fee State of Oregon Surcharge - Bldg (12% of applicable fees) Page 2 of 2 Quantity Fee Amount $56.04 $342.00 $472.04 $306.83 $56.64 Total Fees: $1,233.55 Printed on: 11/15/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD I $]pgG \m 0, ko . �N� � \{\»$ 0 -0§}kf ru (M cl L) / k L E \ E b El } k§ 7 $ 3 p 2 0) oC� c C) 2 � Inr- I- 0 $ � § 2 Lo V- o / 0 $ � } k§ 7 $ 3 p 2 0) oC� c N a LO a k w / 0 $ � k _ % k 0 E } f ± 0 § x > m R co § g § 2 Q CA 0 k 0 k § � o & 6 w a , { $ 2 / $ 4 ƒ _ / / / a } k§ 7 $ 3 p 2 oC� c N a LO a k IRLo / G $ / E f ± § § k 3 3 S 3 k ■ o & 6 w a (L $ § R & / L6 00 \ \ § \ qT \ \ \ o - ° § § 0 § § § k \ o It < § § / N k CD � 7 $ o 2 D z 0 a § k f \ / E & 0 2 / .. CD } / 0t \M § \ $2 j a \ o« � � m 7 E E a 0 N o ¥ cc 0 \ w 3 w < 7 cn CD q % \ Dd § oS e e \ § @ D � d CD $ 2 � ' E § / a a a \ \ ©_ } Structural Permit Application SPRINGFIELD - DEPARTMENT USE ONLY Permit no.:'(� �5 225 Fifth Street ♦ Springfield, OR 97477 + PH(541)726-3753 + FAX(541)726-3689 Date: This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. LOCAL GOVERNMENT APPROVAL This project has final land -use approval. Signature: Date: This project has DEQ approval. Signature: Date: Zoning approval verified: ❑ Yes ❑ No Property is within flood plain: ❑ Yes ❑ No CATEGORY OF CONSTRUCTION Residential I ❑ Government I ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: City: S Pin j State: pZ ZIP: q? Subdivision: I Lot no.: Reference: Taxlot: k"l 13 323 Q PROPERTY OWNER Name: 1 Address: 153 -1. LA elf Aw, -c City: IS ZIP: -7 Phone: 1 Fax: - - E-mail: 6 OOL VI"o " 1 J CRY , Building Owner or Owner's agent authorizing this application: Sign here: ❑ This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: p • A Address: x City: State: ' k Phone: S 41 - Aa_ 4 Fax5q1 -77 E-mail. DAM CM , dYl'rC CLA'11S�i1JC �l'Yrr1 Y4 .O CCB license no.: .2 0 el 9 � Print name;,:b,%,,,, Signature: 1 SUB -CONTRACTOR INFORMATION Name I CCB License # I Phone Electrical Plumbing Mechanical Last edited 5-5-2019 BJones 7 7 q 3 FEE SCHEDULE 1. Valuation information (a) Job description: 1� Occupancy G Construction type: Square feet: Cost per square foot: Other information: Type of Heat: D -&k* 1e�t' V, — Energy Path: ❑ new ❑alteration ❑ addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: $ 2. Building fees °t? 5j�-t„ (a) Permit fee (use valuation table): $ , 0 (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per hour) $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Subtotal of fees above (2a through 2d): $ -1 ,0 3: Plan review fees (a) Plan review (66% x permit fee [2a]): $ (b) Fire and life safety (66% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): s 3 4. Miscellaneous fees (a) Seismic fee, 1% (.01 x permit fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ TOTAL fees and surcharges (2e+3c+4a+b)• $ CO.460 h EPn a,( bk V 4 z > 0 � ° C z . w Lo C) Nr c C k $ 2 k � z C Z 0 a � z > 0 � ° ce b k) o § z = E CL / / k ti � E a- E / / � � E / < a k r_n , m > ■ § / co a � LL \ § ,a \ S § \ \ « a IL < 0 U § D � E Q (D / . $ z o ., e Q k § CL r.\ k � § [ c q $ . � ' 0 § w ) ,o $ g\ �Lo k .2 33 e �k • Ce) k £ $ �/ § d } cc E §' 2 { � §k >1� fh � � v k ti � E a- i1 ^J f v s � N � v O ao -A C •L ) (U s� 1 E 3 p ) C (U 4- 1 C C CU CU A i O CU U 3 N U i f1 4- E co — CU Q A (U � 4Z 3 N V) 3 � O UO .N .O cr on 3 fo Q i N (U L s 3 V) cu 3 CU U c s C J C s }1 C3a C v � CU O _ -0 N o a) a-•1 Y - (Q E � •7 C (Sf(3 (u Cu L b.0 b.i C U 3_ j ru CL Ln S a) Ln J (U ate- 4� � Y Y (U (U o -C = U u i i- t O CL CL O a-+ (V C Lap :he U ate+ N (6 U +-1 (U i J•.1 O Y °O f2 7 N (S C (U O V '� Q v 2 C c) m CL M 41 CU R s= +.1 W 7 " s0 O C Ln N U Y E iF 3F r_ S O i 4 i m fL. 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O O 3 m O N— 6 0 O y= O N -0 Q O U E "0 0 L +� +' N o -0 = L N L N bn C E -0 0 t v vNi ? Q w c l�/1 •� L m to m CT n vf E m "0 m LO d V Wm m B Ln 'O c Ln E +' m L m> m c ai Y O L o :'� C1U = O * 0' OL aJ CU OLLJ \ E'n C L S ,n 4) V1 L WO aJ o Q WL c o x Y Y Y m Y Y U w U U w w U w W 0 m ( U (UL)aJ U L V L t V V t V `}' 'i•' S V t V �i aJ 4J h � •0 U O U + Q m c U •- m C v U � m 0 ru rq -o Z 4J � N i aO 3 t m � al 3 Z 0 oL:�-a rra N U = _ W Q f0 Qra _ O E v � L o � u 0 U 0 441 tv -O N � U,1 U m Q Q oa c `y 3 a' � L a) > C qj W C m v > O Q Q Q mi: U� o � 3 aJ 4J h � •0 U O U + Q m c U •- m C v U � m 0 ru rq -o Z 4J � N i aO 3 t m � al 3 Z 0 oL:�-a rra N U = _ W Q f0 Qra _ O E v � L o � u 0 U 0 441 tv -O N � U,1 U m Q Q oa c `y 3 a' � L a) > C qj W C m v > O Q Q Q mi: V O C O U V a 4 4-- 4 c m U L Q ai > N io O U aJ + OL Lo c a � aJ a ,6 m c U L EC fr7 m -0 N LLO U c O c m O 0 O u- O (n LL to V y (U N CU E O u +' O ''- v +, a) N m 4-1 v L ° aJ V) > 0 aJ cn 0 o O O U O a) V VI dA � U +' i+ C ° .j to � � O 4- O J a) 7 O v v1 W ;•' c U c aJ > 7 c iv 0 = 0 L CL o .L , O 0 = C" y aJ tO -8 mw o 2 Z vii > (7 O o m N � O U m aJ 4J h � •0 U O U + Q m c U •- m C v U � m 0 ru rq -o Z 4J � N i aO 3 t m � al 3 Z 0 oL:�-a rra N U = _ W Q f0 Qra _ O E v � L o � u 0 U 0 441 tv -O N � U,1 U m Q Q oa c `y 3 a' � L a) > C qj W C m v > O Q Q Q mi: L O 4- Q� 4- -- 4- 0 O Ln 41 O O N N +� V7 Q L O 4- v a, L v y Q) O 41 Qf - f6 N ++ `� /A � W c +� v QJ ai 0 U U O O (uJ aJ O QJ , u Y N 0 Q) a o O v Y 4+ l0 U c C Q) =3 d d U CL ENERGY EFFICIENCY TABLE N1101.1(2) ADDITIONAL MEASURES For SI: 1 square foot = 0.093 m2, 1 watt per square foot =10.8 W/ma. a. Appliances located within the building thermal envelope shall have sealed combustion air installed. Combustion air shall be ducted directly from the outdoors. b. All duct joints and seams sealed with listed mastic; tape is only allowed at appliance or equipment connections (for service and replacement). Meet sealing criteria of Performance Tested Comfort Systems program administered by the Bonneville Power Administration (BPA). c. Residential water heaters less than 55 gallon storage volume. d. A total of 5 percent of an HVAC system's ductwork shall be permitted to be located outside of the conditioned space. Ducts located outside the conditioned space shall have insulation installed as required in this code. e. The maximum vaulted ceiling surface area shall not be greater than 50 percent of the total heated space floor area unless vaulted area has a U -factor no greater than U-0.026. f. Continuous air barrier. Additional requirement for sealing of all interior vertical wall covering to top plate framing. Sealing with foam gasket, caulk or other approved sealant listed for sealing wall covering material to structural material (example: gypsum board to wood stud framing). g. Table N1104.1(1) Standard base case design, Code UA shall be at least 8 percent less than the Proposed UA. Buildings with fenestration less than 15 percent of the total vertical wall area may adjust the Code UA to have 15 percent of the wall area as fenestration. 2017 OREGON RESIDENTIAL SPECIALTY CODE 435 1 High efficiency walls Exterior walls—U-0.045/R-21 cavity insulation + R-5 continuous Upgraded features 2 .......... Exterior walls—U-0.057/R-23 intermediate or R-21 advanced, Framed floors—U-0.026/R-38, and d Windows—U-0.28 (average UA) mUpgraded features 3 Exterior walls�—U-0.055/R-23 intermediate or R-21 advanced, — Flat ceiling°—U-0.017/R-60, and Framed floors—U-0.026/R-38 Super Insulated Windows and Attic OR Framed Floors e ro 4 Windows—U-0.22 (Triple Pane Low -e), and w " Flat ceiling°—U-0.017/R 60 or $ Framed floors—U-0.026/R-38 Air sealing home and ducts ui 5 Mandatory air sealing of all wall coverings at top plate and air sealing checklistf, and Mechanical whole -building ventilation system with rates meeting M1503 or ASHRAE 62.2, and All ducts and air handlers cobntained within building enveloped or All ducts sealed with mastic High efficiency thermal envelope UA9 6 Proposed UA is 8% lower than the code UA High efficiency HVAC systema A Gas-fired furnace or boiler AFUE 94%, or m Air source heat pump HSPF 9.5/15.0 SEER cooling, or g N Ground source heat pump COP 3.5 or Energy Star rated d Ducted HVAC systems within conditioned space 2 O B All ducts and air handlers contained within building envelope tCannot be combined with Measure 5 m_ — Hv C Ductless heat pump c Ductless heat pump HSPF 10.0 in primary zone of dwelling High efficiency water heater D Natural gas/propane water heater with UEF 0.85 OR Electric heat pump water heater Tier 1 Northern Climate Specification Product For SI: 1 square foot = 0.093 m2, 1 watt per square foot =10.8 W/ma. a. Appliances located within the building thermal envelope shall have sealed combustion air installed. Combustion air shall be ducted directly from the outdoors. b. All duct joints and seams sealed with listed mastic; tape is only allowed at appliance or equipment connections (for service and replacement). Meet sealing criteria of Performance Tested Comfort Systems program administered by the Bonneville Power Administration (BPA). c. Residential water heaters less than 55 gallon storage volume. d. A total of 5 percent of an HVAC system's ductwork shall be permitted to be located outside of the conditioned space. Ducts located outside the conditioned space shall have insulation installed as required in this code. e. The maximum vaulted ceiling surface area shall not be greater than 50 percent of the total heated space floor area unless vaulted area has a U -factor no greater than U-0.026. f. Continuous air barrier. Additional requirement for sealing of all interior vertical wall covering to top plate framing. Sealing with foam gasket, caulk or other approved sealant listed for sealing wall covering material to structural material (example: gypsum board to wood stud framing). g. Table N1104.1(1) Standard base case design, Code UA shall be at least 8 percent less than the Proposed UA. Buildings with fenestration less than 15 percent of the total vertical wall area may adjust the Code UA to have 15 percent of the wall area as fenestration. 2017 OREGON RESIDENTIAL SPECIALTY CODE 435 o 5 A �+ a z o W o � O a fF JJ U00w Q z pp O p N M W N _ W O W V F- 0 Z z 0 F- 0 0 a� Z 0 F— H_ 11 l I3 Fo a JJi ca ca N t0 ca JZ m N Y U N N V] Jv 7 0 U C N a ami O z to m C =a C LL -A -a J :1 m v ! w C) zmIt5� Q z X ❑ 0 V 00 LO J _ CO 00 IL Q o ¢ v 1 Q❑n.Ou) W ti 2 � CO rn z O OW r ¢CL CD r zWm�N '?� J JM IL LT[) 0QMCArn d 0000 d G O O N LL O 0 0) C94 w0CDV .ia CO r _ O �- 0 r O a fF JJ z pp O _ W O W 3N _Z �K C UJ ❑ .� li.e, LLI O U' ^i a 3 O c :" F- p❑ rn Nz �U W W 0m �-.-.z M z N N to N m Q z 9=0 CD dna d co ruin C3 Loni = a c° 5 `o CL ci :. >zLL a j CO W JNA d d LU 0 f LL zm uj 1 u) z 4 CL CL W a = CO = •r LL 2 ��IL A r fn :_; i N amu) m a c E c t°1n Q .ova E; 3 W X Qu�On`an�.i`�QO m Ha co d 0000 d G O O N LL O 0 0) C94 w0CDV .ia CO r _ O �- 0 r Le Slacksf.n.--;t I rn ;u C.j rN Ln CJI CL .t" tit TRANSMISSION VERIFICATION REPORT ROOTER �� MM 14 08: CTIO M P CONSTRUCTION FAX : 5417825798 SER.* : U63536M3F211168 9®557 Rd .Eugene,OR 97402 -- - pHONE 541-74"224 - FAX 541-74 ( DATE, TIME CCB # p92524 DEQ d1 A621 - . FAX NO./NAME" 00:00:00 - DURATION' ' 00 PAGE(S) Sy RESULT MPORT MODrSEWAC 'fl'RE x`14 E SYSU Oirdered b)r BUSY: BUSYINO RESPONSE []FOXto; �j Send copy to: Attention: A#bantion: Bipmg mss: Site Address: C.1�:5 S � 353 fryt5-giA-td , �'7' Biftg Phone: site Phone: Billing Contact: Site co ntact;��,` . Reai#+dr phone:. Redtor +Compauy: R_ ealtar Fax: Reaftor Con ta& Summary of Filndmga I. Cleanout is present::L-3Yes, pNo, []Not included_in the scope of tbis inspection. e and easily ford:°. Z. Cleanout is at grad of blockages is the saititary Note that it is irap©rtant that this lie easily fo io facilitate clearing sewer. table, � LTnacoePtable, I -Septic Tank condition: Accep ❑ C0MMents: &U fiW3 forJdaa pAccepiable,-C]Unaemptable. 4. 'Septic, Tank contents are in the f l QN&g condition: Comms: Pease Una�cceptabie, No gwy water 8Y, 5. Grey mater System. condition: ®Acceptable, o 6. PUMP -and doh 'Tank c®ndi#ion: [] E] Acceptable, Unaemptable,4ND pump iu system' 7 S840Filter condition: Acceptable, 0 Unacceptable, No sand filter in �- $a 13n field is in the follower ow A=ptable, []Urzc-gtable, []Faftg. Commentsi " opt r4 m on 6- 1of9 Thoatpsom Spic & R Smvice RR TS Sc'e�e Ticedmo� Sy$�alaoat Rci fl Company disdaimer Based on what we were obis to observe and our experience with on-dto cion of tie ��'to trcaime�ater ��- � we submit this ��� of T� System Bvalt�tion lt�cport%.sed on the present fnns:tionix�g of the system or any period Rooter Service €mss not been mined to �, �° oas , etc ) wbich may eftct the ti�ue int the suture. Because oaf flee manerc3us factors (=age ca st , p propff opemitm of a septic system, as as the inability of oar oompanY to sef se ar mordtor the rtes or mahftufceof the system, this report " n x be conshued as a warxani by tun[' company that the system wilt fjMCUOR per!' for any pa cuiar buyer, 1honipon Septic & Rooter Service dipdaims any waamq, ej&er exTaessed-or implied, arising from the m uatiori of the septic system or this report. We also do not as=Wn the iurtpaet'the system is Laving on the ground wMer• Inspecting company Thompson Septic & Rooter SeMice 89608 Simi. Bee Road Springfield, OR 97478 Phone (541) 746-4224 Fax (541) 747-7861 CC$#(192524 DEQ # 38408 I have studied the information contained herein and assert that my assessment is honest, thorough, and, to the best of my ability, correct. Nance - Title hate Thompson Spic & Rooter savica Page 2 of9 'RTS S..ge Tkea m t Sy t-Evdwfion Repod Gray water sYstem WVNone, [ISurfam drainage, []Subsurface draimge. Evaluation of Se tic Tank 1, ted,Accessed, P4pened the tank, wand covered. 2_ Is septic tank access at grade? [lyes,ATo. a. If access is at grade, how is cover secmd'. r b. Depth of tank access if not at grade: 3. is there evidence of a previous failure? 11Y'es,'DNo. 4. Was septic tank pumped as part of the evaluation? IFYes., o a. Approximate condition of tank before pumping. L Scum: -1— I Sludge:_ -- -iii_ Total Depth:_ iv. Estimated Tank Volume: 1 v. -Volume, Pumped:_ ,. �i: percent of total depth containing 'solids:. ('this mmtber d=tan4t amed 2sara) b. Was there any backflow from the drain field? ❑yafflNo• 5. Condition of septic tank - a. The water level is: ElLow, finNomuit ugh- tow water level would indicate -that the septic tank is not waterproof or the house has not been lived in for along period of time. High water level indicates that the water is not leaving the septic tank. b. Are cracks visible in tank? 11yes, ONO, ON/A. c. Is there any evidence of ground water -infiltrating the septic talc? Yes, MN6, IA d. is there any evidence of the septic twk detedor ng? []Yes,, No, E3NIA. e. Iniett baffle is in the following condition: f. outlet baffle is in the following condition:. efts The oanM t pmvemu solids frem. fia�ting oast m tea the dr mWd_ This is a wdOd pad syst=• 6. roes the septic tank have an went filter? o. ®yes, type of filter: tither Comments.—.. Ti►=V wn seoc & R,as W 89mce Sewage T gyd.-FNA"On Repan€ yb ___I spitem, Pump — Number of pumps in systeon': i. The pump .is for ®sewage, Eleffluent• 2. Roes the pump operate? ®yes, ®No. Pump voltage: PLMP amps: . Is there a separate elemcal brewer for the effiuentlsMage PMP and is it labeled? Yes, []No. a. Heift the pump must pump liquid:. b. Size of dosing tank —,„ c. Does the dosing tank have Cracks? E.]Yes, ®No• d. Is there evidence that them is water mavating the tank? ®Yes, ONo. e. Was the dosing tank cleaned at the time of the evaluation? llyes, EINo- f. Is the dosing tank and riser of watertight construction.? ❑Yes,%. L Was the watertight construction tested? OYes, ❑No. Resr�lts: h. Is tine pwninstalled so that it can be removed without entering a conflued space? QYes, moo• i. Can the pump be removed without cutting pipes? ®Yes, [[No. 3• Does the system have a high water alarm? Dyes, [INo. i. Did raising the float activate the alarm? []Yes, E]No. k Ars the electrical connections in a rain tight box above the ground? 0Yes, ONO- . i. is there an electrical disconnect visible from the pump? []Yes, [QNo. Other Comments: -- ---_-_ Sapfie & ROOW SmiM rap4ers s�� syn,Evmd Sand Miter = The system Eldoes, Pdoes not, have a sand filter. 1. Does the sand fit(r have standpipes for cleaning the dilution lines? ®Yes, TO. 2. Were the smndpipes cleaved at the Mime of the Lvaluation? DYes, []NO - 3. Is there any evidence that the efthwat is flowing over the top of the- sandefilter? []Yes, [:]No. 4, hoes the sand filter incorponte a pump? ®Yes, ®leo. Other Comments:—.. Soil Absorptio'a System 1. Type of absorption system:�v Z. Is there any evidence of previous failure in the drain field? ElYWONo 3. Is seepage visible on the lawn? []Yes, P16. 4. Is thea lush vegetation present over the drain field IMes? ❑Yes, I?10- 5- When the ound over the drain field is probed, is the probe wet when examined! [Fires, o. 6. The distance between the soil absorption system and Vie'well is feet. bd*eeathesewage disposal Current code, OAR 340-7i-220, el 24; requires a setback of 104 fed area and the ground water supply 7. The ability of the soil absorption system to accept water {was tested, was not tested). a. - Water was added for , minutes at the Fate of _ gallons per minute. b- The results of the above test Frere tbat the water level {]did not rise, did rise. S. The length of the drain f eld lines is estimated to be:,—, tither Comments,,..-- Thmplm Sq ie & Service . page 3 of9 SesvagaTrash %stm Bvaluaftm ROPC t SGPUC Tfink PUMPIng Frequency Time Betweeh Pumping Suggested Tic HousehoAd SIZe size (Number of Peophe) 7 S 9 70 (gal} 1 2 3 4 5 500 .�_--:_ 6 Yr 3 Yr 2 Yr 1 Yr 8 Mo 5 Mo 4 Mo ---- 2 Mo 1 Mo _�. 4 Yf 3 Yr 2 Yr '# Yr Yr 8 Mo 7 Mo 5i� 4 Mo 750 Yr fi Yr 4 Yr 3 Yr 2 Yr 2 Yr 1 Yr 1 Yr 1 Yr 1 Yr 10(10 't2 Yr 16 Yr 8 Yr 5 Yr 3'Yr 3 Yr 2 Yr 2 Yr '# Yr 1 Yr 1 Yr 1250 Yr 9 Yr 6 Yr 4 Yr 3 Yr 3 Yr 2 Yr 2 Yr 2 Yr 1 Yr 15009 22 Yr 11 Yr 7 Yr 5 Yr 4 Yr 3 Yr 3 Yr 2 Yr 2 Yr 2 Yr 1750 25 Yr 12 Yr 8 Yr 6 Yr 5 Yr 4 Yr . 3 Yr 3 Yr 2 Yr 2 Yr 2000 29 Yr 15 Yr 9 Yr 7 Yr 5.Yr 4 Yr 4 Yr 3 Yr 3 Yr 2 Yr 2 250 32 Yr 16 Yr 10 Yr 8 Yr 6 Yr 5 Yr 4 Yr 4 Yr _ 3 Yr 3 Yr 2500 Note: Afore frequent puinpinrg neWed # garbage dispowl is used. The above table is our recommended pumping schedule, for -a third party recommendation and discussion of this subje&we would recommend the Oregon Stateof this ersrtInfoExton sheet er icantacting Extension Circular 13431 Jaiwary 1990. You cats obtain a copy the Lane County Extension Service at 950 West 13� Eugene, OR, phone No_ 682-4243, or by calling our office at 541746-.4221. m mind that pumping a septic, tank is a lot like �g the oil in your car. Thee" will go Please beep . a long time without chadging the ail but the engine will probably not last as tong as it would if the oil had been. changed regularly. With. a septic c system there is no alarm that goes off when it is time to pump, The above pumping schedule is a standard that we have found fairly reliable, however there are circumstances when the bacterial process stops because of the products entering the system, and the system needs to be pumped more frequentiy- A septic tank needs to be pumped four two reasons- ® The floating Scum at the inlet to the tank becomes so thick that it blocks the inlet to the tank causing the sewage to back up into the house. The sludge on the bottom of the tang becomes so deep that it is carried out into the drain field, Whena septic tank is opened there may not be any floating material on the top but this Bond tion may exist and the tank needs to be pumped. leaving the tank still has the solids The Scum and sludge c.. build to the extent that the water suspended in it. This is the leading cause ofdram field failure, "t we see. rnompso� s oateP samee 6 9 &"g® T"tMema sysleem Repot TankSix, — Sia 0,f.,jy dwelling 4 or fewer Bedroom at least 1,0(10 llos d'nngistr l e dwellings with more these bedrooms require lead 1;500 gallons. See Oregon 340-071-0220 (3) (d) (D) Suit Abmrpti.. A – Persons living with a septic system should be aware that septi, systems are designed for a specific vohune ofwater per day. '[volumes of water that exceed the drain field's capacity may pause premature drain field failure. - Many older systems were not designed for the vohame of water used by the modem family. There are three important factors that affect the drain field's ability to absorb water. The first two factors are said #yp a and the phy�skal size of the drain field. The type of soil in which your drain field sets- and the physical size of the drain field were determined at the time the drain field was permitted, installed and inspected. The fallowing table will give you an estirmte of the size of the drain field that you have. The table will give you a ;Weans of comparing your drain field size with current standards. 'These standards may not have been in place when your septic system was installed. The thickness -ofthe bio -mat that forms on the floor and walls -of the drain field trench. The bio - mat is a necessary element in cleaning the efilueut before the water goes into the soil. The bion mat only becomes a problem when it becomes thick and slows the flaw of water into the soil The Wo Mat builds in a drain field more rapidly when a septic tank allows solids that should trapped in the septic tank to flow out into .the drain field. The Oregon code requires that soil absorptions areas be sized to absorb 300 a. floor ns o watebedrr r Saes for a two-bedroom residence with an additional 75 gallons per day r OAR 346-71.220 Table 2. Required denwth of Drain -field - Conte Code - OAR 34U 71226 Table 4 feet � Iso gaiiaas ln+ajected 9 e�Haent �. � sail Uxt= of clispos�l treuclx 0 ) P Eff�ciiva Soil DepFb. A - � `' 150ft 175fpt, 994 154$ �7VP��xS0llpl�—►� Soil C-n'mp B– Sandy Clay Lin, S h Laant, Sj% Cla Lom f ,nam_ San& (N3, silt C IhOMpM S000 & Rooter Service Pap 7 00 S,,W TmaWna gym= EvahudienROPMt mer Provided Iuforwatiola Site Address: 1. Age of sewage tent system: Y- 2. Number of people o=pying dwelling: Curreltiy: __ Anticipated: 3. 3f cmently unoccupied, how long has it been-vacauL 4. Number of bedrooms in dwclling: – 5. Has there ever been a backup in the house? E(Yes, ONo, []Don't know. 6. List all known MOM made to the system: 3. Has the systema receoily been inspected by another company? QYesy ®No. g. Is there a service conUaot for your systema caMponats? OYes, []No. 9. Date the sepLic-tank was last pumped: w_ frequency: – 10. The above idormation is true to the best of my. knowledge. I Additional. Comments: —. ThoMom & ROOWsc%i- MAsr-offiROP-t PhVaO Date SKr'ITCH OF SYSTEM & RODW 9siwice Fsge9 ofg tz it z 0 H P- H H Q z o . � W � oin m c r:. Az �� o , O m W .; .. . (D 00 M I— C) 0 1 sr^^ V! 1 6 C) Lf) Wt LC P E��I. N m m VD ca CL m a� E N Y U lC .O d U! di 3 0 U C 41 a 0 Z LL co co w W w O �w::�uin Z CO O v Q ZX ❑ o �oo�N J — CO LO co CL ¢ o Q v Q❑o..0LO w r z L) CO ZOO LLI U LL agLti Z W m Z N Of J lM (- 11) 0 <coCD A 0000 O o O N O O W f'] COO CA - 0— 0 W 0 r IL C O ca oU) r:. O .; .. . :C N � l W J O ` y' V L c d LLJ ❑ o N U) O cr m o = a • .Y ,`t o p ao CA ,N z ` _ U ? , W O m cq Ln Y "sA J Q d m I- I11 o d 0 :W F' W A T O` R d Q CL 3: d d [:•i;; W U) O • F F- LL �j -d .- d 10 n -4a LU Q Z 0 -D CLN -cn CD C-0 if i •C G d JLU U :.s� L d C. Y i1 W i W g QIi0m(Lmt-Qo ``. UJ F�CCI 0000 O o O N O O W f'] COO CA - 0— 0 W 0 r IL C O ca Blackstone St 0 a 5 I LL !�t t, 8100 tom• .. �' �. `�� � �6 Wo p (. ll' D f A ia J -N R mss 8700 lie I 1 i DATE RECEIVED JOB NO. -002A-STtL --- — - --- ..- -4.:.- -- ---- - -r- The Information on this map was derived from digital databases on the Lane County regional geographic information system. Care was taken in the creation of this map, but is provided "as is". Lane County cannot accept any responsibility for errors, omissions or positional accuracy in the digital data or the underlying records. Current plan designation, zoning, etc., for specific parcels should be confirmed with the appropriate agency. Them_ are no warranties, expressed or implied, accompanying this product. However, notification of any errors will be appreciated. Sources: Esri, HERE, Garmin, Intermap, increment P. Corp., GEBCO, USGS, FAO, NPS, NRC ZONE UUN OCCUPANCY GROUP -� UNIT OCCUPANCY LOAD STORIES f TYPE CONSTRUCTION LEGAL DESCRIPTION 177 .2',_ 34 - O$'? 0 Q ADDRESS -.363 c OWNERit��t THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT. CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. CITY:0?F41NIE , REGON APPROVED B DATE GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors; and the GIS. User Community I �01®�®r Lane County, Oregon N A 0 10 20 40 Feet ZONE UUN OCCUPANCY GROUP -� UNIT OCCUPANCY LOAD STORIES f TYPE CONSTRUCTION LEGAL DESCRIPTION 177 .2',_ 34 - O$'? 0 Q ADDRESS -.363 c OWNERit��t THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT. CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. CITY:0?F41NIE , REGON APPROVED B DATE GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors; and the GIS. User Community I �01®�®r Lane County, Oregon