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SWG2015-00097 - SWG Letters / Memos - 11/22/2017
Page 1of1 Alex Paysse - 1751 Crescent Drive From: Alex Paysse To: brandon@bayshoreconstruction.com; daletahja@gmail.com; dougraines@hotm... Date: 11/22/2017 2:52 PM Subject: 1751 Crescent Drive On Thursday 11/8/2017 I met with Mr. Raines on his property located at 1751 Crescent Drive to go over some septic concerns he had with the approval of his recent permits and conflicting recent inspections done by AAA Septic and original installer. Below are my observations from my site visit. I make no assumptions as to how these observations happened, nor who is responsible for any corrections that may be needed. 1. Found inlet to Trash chamber was 20"+/- down from top. With tank appearing level it is assumed inlet to Pump chamber is also similar, although there was no access (or equipment)that allowed for me to verify that. Findings leave concern for proper capacity within the pump chamber and if capacity still meets required tank volumes. Suggest contacting an installer to verify inlet level and proper capacity for pump chamber. 2. Pump chamber appeared to be leaking, based on the sound of water running into tank with system shut down and no water coming into system. Tanks are required to be water-tight. Suggest contacting an installer to find and seal any leaks in the system. 3. Nuwater inlet and outlet were running about level with eachother and 1" high. See email from Nathan Ek regarding Nuwater. I agree while there may be little to no change in treatment,there is increased risk of backups with the slower movement of water through the system. Suggest contacting an installer to see if any changes can be made to allow for the 1" of fall from inlet to outlet, as shown on the Nuwater supplied drawings. 4. Owner pointed out a missing observation port which he claims could not be found when digging around for it. Observation ports are required in each lateral as shown in the approved design. Suggest contacting an installer to try and locate the missing Ob port or install if not found. Due to multiple concerns surrounding elevations with tanks, I suggest owner talks with a certified Septic Installer and/or Licensed Designer. Original designer and installer are aware of the concerns, so it may be best to start with them. I am sending to owner, Brandon Thompson, Dale Tahja, and Nathan Ek (nuwater) so everyone is on the same page. If I can be any assistance to resolving these concerns, let me know. - - Alex Paysse Environmental Health Specialist III 360.427.9670- extension 279 Mason County Community Services 415 N. 6th Street -Shelton, WA 98584 www.co.mason.wa.us/health file:///C:/Users/alexp/Appllata/Local/"hemp/XPgrpwise/5A 1'58F4BMasonmail100176347... 11/22/2017 Page 1 of 5 Alex Paysse- Re: FW: When can we get together From: doug raines <dougraines@hotmail.com> To: Alex Paysse <AlexP@co.mason.wa.us> Date: 6/16/2018 8:09 AM Subject: Re: FW: When can we get together Alex, On the gate control is an "key icon" push it twice the temporary access code is "key, key, 1751" See you Tuesday. doug From:Alex Paysse<alexp@co.mason.wa.us> Sent: Monday,June 11, 2018 8:06:31 AM To: raines, doug Subject: Re: FW: When can we get together I will need an access code, thank you. Usually the office lets us in, but sometimes office is closed. - - Alex Paysse Environmental Health Specialist Ill 360.427.9670-extension 279 Mason County Community Services 415 N. 6th Street-Shelton, WA 98584 www.co.mason.wa.us/health >>> doug raines <dougraines@hotmail.com> 6/10/2018 4:21 PM >>> Do you need access codes or do you both still have gate access codes?? doug From:Alex Paysse<alexp@co.mason.wa.us> Sent: Friday,June 8, 2018 11:20:43 AM To: Brandon@bayshoreconstructionoly.com; Construction, Bay Shore; dougraines@hotmail.com Cc: cheryl@bayshoreconstructionoly.com Subject: Re: FW: When can we get together sounds great, see you all then - - Alex Paysse Environmental Health Specialist Ill 360.427.9670- extension 279 Mason County Community Services 415 N. 6th Street -Shelton, WA 98584 file:///C:/Users/alexp/AppData/Local/Temp/XPgrpwise/5B24C5CCMasonmai1100176347... 6/18/2018 aCD C Z ,� 3 • .A n co co a (v rt. 0 'C) O < X ) • �} ?� N A i.�.. --' N Q 3 ri z ¢ v O (� cn O r• 0 H ? 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(D 0 0 (n V77. w II G £ U) CD i 4 C .: O O I �. 00 ONSITE SEWAGE SYSTEM APPLICATION MASON COUNTY PUBLIC HEALTH Official use only o9 415 N 6t° STREET, PO BOX 1666 6U���"j SHELTON,WA 98584 PERMIT NUMBER: SWG ( I5"- / 0 Shelter(360)427-9670,Ext.400 S -- -5- $ w Bclfair:(360)275-4467 Ext.400 DATE RECEIVED: Ehna (360)482-5269 Ext.400 �aQ. a Fax (360)427-7787 AMOUNT RECEIVED:5 9 , APo3-ThC k\ CIS 4 -\s xN:w — • nNT -.. DATE EAPPUCABLE ITEM 0 SYSTEM • DAYTIME PHONE MAILING \/C\Th 0TABLE 9 REPAIR • Q 1C\ CI TABLE REPLACEMENT SSTATE ZIP 0RV HOLDING TANK ONLY • • NI \ CITY �- (requires waiver) 4vC Th i'v � � c p SINGLE FAMILY CI OTHER SITE AD > Please describe: \--4V:\ t PHONE $ER Record Drawrbtg(Asbultt�requfradfor all W M" C ` � � ( 4 -\‘*4DRINKING WATER SOURCE ri NAME OF ItdSTALLER t7 PRIVATE INDMDUAL WELL • O PRIVATE TWO-PARTY WELL *COMMUNITY/PUBUC WATER SYSTEM 5 NUMB OF BEDROOMS LOT SIZE: ACRES ( FT X FT I SYSTEM WFI It ` Q 4 � 1i\- SYSTEM NAME Cls\ArN —ci 09 1 S L �`t Cilg8135pcIFIC0 DIRECTIONS FOR TINE Srr \ _ Q Q\1Q`O�m() I.,�1 IM \C'QV , kin G;iNozOsCA)0* \Q �c� �e v,3�vl C `Q ci(`aci \6k Ur m 1 rIG s. ICI PI? Site must be flagged from main read and test holes must be flagged with test he bens le'l Official use only below this line SOIL LOGS COMMENTS/COMMONS O(v-•cr ca-1--c. of,— Gs`- 4J,o 1-li furrr,, to A N. 141.L41►+A ,,<.,,. o Ste`E D \0 SOIL TEXTURE CODES: V a MY 0,a WWI* S=sand ,L-loam SI"sat c-day E a=test* - TB �`. • TURE DATE ON EXPfftAIION DATE BY—1 3.04 t At A\5- ♦ "- l on the Mon Conn Web site. This .nu be scanned and eve for blic view Pnnted frohl D SO County OMS Public Health Always working for a safer i healthier Mason County June 08, 2015 Dale Tahja Design 2450 W Deegan Road W Shelton WA 98584 RE: Design for RAINES Case No: SWG2015-00097 Parcel No: 319045300035 Your on-site sewage system design'for the above referenced parcel has been reviewed and is APPROVED. The system must be installed by a Mason County Certified Installer. A list of installers'is available on the Mason County Public Health WEB page at www.HealthyMasonCounty.org Select Environmental Health. then On-site Sewage Systems. In some cases, homeowners may be allowed to install their own system. Prior approval by Mason County Public Health is required. Please refer to the comments section of this letter for any additional information. Please call me at (360) 427-9670, ext. 279 if you have any questions. Sincerely, Alex Paysse Environmental Health Mason County Public Health COMMENTS: We will need a copy of the O/M recording prior to final installation approval and building permit signoff. 6/8/2015 Page 1 of 1 SWG2015-00097 Printed d from Mason `. Oul ' DESIGN FORM—PAGE ONE Assessor's Parcel Number 1 ICI Q3 — — D A design will be reviewed whoa&mkt of each of the following are submitted: Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist %' Scaled plot plan,including all applicable items on checklist. sketch,including all applicable Items on checklist This-ferns • be s aanad , ,—..: tar • . Masan • ales. .y..' • , ,4 _••,• 11"` , / " Permit Number WG ©/w. '" �<P 7 Design ss Name: \ �` ' Applicant's Name: ` • - `!� 'a Designer's Phone Number. �'°Zb * Mailing Address: 411% O M IEM. Designer's Address: � littr��„>�� �� • . Era � e ' �R�a.� bpi .• "'� ►llEL�. � ,.ally TreaMeat Device ❑Glendon Biofiiter 0 Sand filter { '� CI Mound 0 Sand Lined D ainfield 0 Recirculating Filter,Type: 4erobicUnit MaketModetH\j�s�` ❑Disi�ion Unit Make/Model '`1 f3 Othek: . VIVN:t500 Drainhield Type 0 Gravity -XPressuro 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Draiafield '. - " dons La,• • Number of Bedrooms S-... Schedulef6iaw 1410 Daily Flow:Operating Capacity wilt • gpd Length T ft Daily Flow:Design Flow, : 11,% gpd Diameter in • Septic Tank Capacity 416 W gal Number f Receiving Soil Type(1-6) a • Separation ft Receiving Soil AppL Rate d. , gpd/ft2 Orifices Required Square Footage •r ft Total Number of Orifices Designed Square Footage • C,Q ft= Diameter in Percent Reduction Taken r % Spacing in Trench/Bed Width ft Manifold Trench/Bed Length tj ft Sit+ di 1e/Gh is Elevation Measurements Length ft Original Drainfioid Area Slope % Diameter in New Slope,If Altered III % Preferred manifold configuration used? 0 Yeqi No Depth of Excavation UO in T ort Pipe from Original Grade Dammi,,pe in Schedule • Designed Vertical Separation ` in Length ft Graveileas Clambers Required? 0 Yes ■No 7 Optional Diameter in Pump Required? Yes 0 No Dosing and Pump Chamber Pump[Sipbon Specifications Number wof douu/dry Difference in Elevation Between Pump Shn>Fgff and Uppermost Dose gntity gal Orifice ft punter Capacity gal Uppermost Orifice 0 Higher 0 Lower •,., y •.. Shutoff Pump controls:Please check those required Capacity®Total Pressure Head granIjirtincr Meter ►, ••••.•,• Copier Calculated Total Pressure Head Ili ft If Timer: Pump on2 \r1.. ,Pump off ,w.-or i U J D e r Le c,, APPF1OVED MC PUB HEALTH .* a8 2 5 Print. from fa n 6ounty L.. ALP . DESIGN FORM—PAGE TWO Assessor's Parcel Number:31, .4 _....`a3 --(3O 3 Permit Number: SWG . 'AWN �.. Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch le Test hole locations Drainfield orientation and layout Reference depth from original grade: Soil logs T• rench/bed dimensions and ) Septic tank Property lines critical distances within layout Drainfeld cover Iit Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property Septic tank/pump chamber and restrictive strata: • Measurements to cuts,banks,and locations Laterals,trcnch/bcd,top and surface water and critical areas If O• bservation port location bottom 0.1 Location and orientation of C• lean-out location pt t 1 Curtain drain collector curtain drain and all absorption Manifold placement Sand augmentation components IS Orifice placement C ection detail: • Location and dimension of Lateral placement with distance Observation ports/clean-outs primary system and reserve area to edge of bed Other Information Buildings 161Audible/visual alarm referenced No liir Direction of slope indicator Pe Scale of drawing shown on scale Yes 0 Design staked out . Waterlines bar 0 0 Recorded Notices attached X' Roads,easements,driveways, 0 0 Waiver(s)attached paridng sig 0 Pump curve attached Iiir North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification 0 0 Waste strength 0 ❑Flow s0 J ,c The undersigned designer be notified •0... r , . ,t. of installerion 7i.Yes 0 No 1A Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and 1 -site ens: ,tj _Zots n ' canal Health Specialist Dale CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: 1 The design is stamped"Approved"by Mason County Public Health. pi\ • The Onsite Sewage Permit has not expired,the Permit Expiration Date is: IT IA 2-0\e) • Dra±nfeld site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web� l!l?IZOI o Printed -from 70111111111111111111 • . ) Ci-c_ e__ . \ NC\. SF • . . . • • 0‘.)-cP\ . . . lc- -CaZS . . .. ....r..... %‘-r%)VN\••4e.......V \-Z.\ b'. ',... • .0 10•\•.--\• . * 1 Vt5erYt. • ' -4?". - . . . (. . - er:410' )7.......:-5.i7,•;::.:1,14.. '',„ . ..‘. ( 1 --- f . •0'i c:,,,v., . ... ,11 . ar • :All •••• •f 4:47' ) .. . • of'6.1/4.:10istuoN. ‘,.owt. r• 1-1 z tc.' I . g 1 il ' 0 —_, •—• -teae.A .__-•• - :' -' .. • . .;Q: ...',1.). 'Se .51.....214 A •te.,, •'''.: ' . AH)A 7 4 41 . • WPM. • ; 1 ? 1 .4444. 4 :11"-":::\A. • . ''... .,01.. i / :1 • • '' id.".‘t.k.,. 15 ...*'1 -- APPROVED d . . • , MC PUBLIC HEALTH 1? ts..%iii. qa _____ • JUN 00 2015 . : . ...' Z.s aft cr‘. ._ . . • A••• .. 7 ' ') \ \ 5t \ c . \--N v.— 1/4i chi rowAkttll%gliki \ockQk i \ . S \4101/4r(N • ill•I•• 4 _ . S .- . ••• - N.- • r D-"'.. CI\CC1/4\(6k441;.:5;0114'U i (\tscknt s. N 41 if ek,c3 . 414 tt .. croVe1:5-\4 t • \czkrs. • 1 , . . . . _ ..1I1Ct-'kel- V% 504tt . 0 2\\I ,...........\.5611 MOke riNairt SC. % (4... .0\f‘\?ft....*, • Printed from Mason County DMS ,. r 1. 'v Kl►18t111RfT up VENT hP1 t wsers(nP1 .• ' lir AMEN I rrvccri►1 cv /`i sr • ova '-r��: 1_. awr— / r 11.1110111111111 1 Midi • i r ......_ b ==za=:;2 :11.1P4Clifflr 11,"" I 2 r TIE IT • i \\\Aa ‘rs ...›.- r low 1 ____I aroolit"1114104tale . moot et att. 'Loop ceiroorm me Guam .r . N' • • rzvr , . sr • r , - .. .) /�->�pi1111A�lYQSOL �tKI01Mt aatesc r�rx� 1 k ccOr kir • 7/ f APPROVED IIIJg • I C PUBLIC HEALTH 1t�•. ;.� � b 4;7 1 JUN 0 S 20f5 ,, ALP T 0 97.....0,06.\ildi....-... .....---- 7- • 1:7C7 .\011" 3,.c.oxrkmeZ e ‘� "7-71, Printed from Mason Cou Y tr,,/ DMS di T:1 w•. —t:/' \%tl ' t• ik 1 _ APPROVED . , MC PUBLIC HEALTH• \\I\Cln\CAA P A_ +v�/ JUµ082015 • AS s•P 0 ALP f Z. .tiS of4 c• t�. (� 6 _ . -, cy,S r V G,\i t �'"1r.� ,f , , • �J • °i� 510021 ,��i t, 7 J ) DALE L.TAHJA _ • 0/+ ,� Va�VC' LI•CENSED DESt NER Y EXPIRES: - \-C Qc� QC 1n� m ---7C----;\-\c\--\ e;\-- ,..\ i .I' 1 t . i `. c-,zrn4 SZT' 3egc.•• 4014- or%4 C.P Y]',la.A , . ~: `1 ce.r�; i• ' w - _ 36 #' �J t• II v's. cfr, 0.v H `4. . e.c\4*- N4, - o--c e`l55 6r ) kc__e_s - Printedfrom Mason sCo County a:.. . :: 4.4us:' t. OP ••, • "d' 1' 0% 1,(4%,tosZNitl:. I 1 1)1 I I I 1 l• • �,fie, Jt�� INSTALLATION! s: •- ;? -�DALt:.L1TAH$A :�� PRESSURE DISTRIBUTION SYSTEMS EXPIRES: 1. Install bench bottoms level and in contour with the groetnd. 2.Install locator tape on top of all drain-field bald. 3. Install drain-Belt:kilning dry weather and soil conditiorn` Any soil smearing must be eliminated by hand Wig. 4. Install audiovisual high water alarm. 5. Install effluent filter in septic tank outlet 6. Install risers on septic tank and pump chamber. 7. Install check valve in pump outlet line to prevent system from draining beck into the pump chamber. 8- Install orifices.at 12:00 o'clock 9. Filter fabric required over drain rock prior to bads-filling If the drain rock meads above natural snide,urn the filter fabric at least 2 inches down the trench wall, 10. Divert all storm water nrn-offs away from on-site sewage system. 11. No curtain dramas allowed within 10 ft. of the up-slope edge retie dd salaam seed 12. No curtain drains allowed within 30 ft. of the up-slope edge of the.drainleld and Mane area, 13. Have the septic tank and pump chamber pupped or inspected every three to five years. 14. Inspect and clean effluent ent screen as needed. • 15. Inspect floats and test high water alarm every 6-12 months as needed. 16. All materials and workmanship must meet County and State regulations. 17. Deviation from this design without prior approval from the Designer and Mascot C,opf atd will make this design null and void. • 18. The prepared plot plan is not a survey, it-is the owner's responsibility to verify • �p �. �}�ti'lptr • to installation. Any discrepancies mum be reported to the designer inzuediaieiy, APPROVED MC PUBLIC HEALTH JUN 0 8 2015 ALP Printed from Mason County DMS S 1 • ONSITE SEWAGE SYSTEM APPLICATION • MASON COUNTY PUBLIC HEALTH Official use onlya 0' 415 N 6m STREET, PO BOX 1666 1 6 U y a r SHELTON,WA 98584 PERMIT NUMBER: SWG °tV1-5- . f Shelton:(360)427-9670,Ext.400 C —q-`- Relfair(360)273.4467 Ext.400 DATE RECENED: Elma:(360)482-5269 Ext.400 1A- .01- - z Fax (360)427-7787 AMOUNT RECENED:$ i s C-R-Th (��• _, DATE �, c�Carc f A Err>�ts PQ AF \� a� �� `� 14� NEW3Y8TEM • • A REPAIR SYSTEIAMAILING ADIJ C..\ DAYTIMEPHONEC REPAITABLE 0 RESTER�� O TANK REPLACEMENT • CITY STATE DP .G RV HOLDING TANG ONLY •O� �- (requires�� vate, \�1- a SINGLE FAI LY i p oT}iER &It ADDRESS Prue desarIbe: VI\A.. \ t C.sze‘A Qc. PHONE= 9ER Record Drawing(Aa6uil0 required for ell p�� � ` W�� DREAPONO WATER SOURCE F. 1/ NAME OF INSTA LER C PRNATE INDMDUAL WELL G PRNATE TWO-PARTY MU. ' QOMMUNITYIPUBUC WATER SYSTEM r3::" NUMB OF BEDROOMS LOT SIZE: ACRES t • ,i X FT( SYSTEM WFI t: t 0 t`�,„. � 1�`�^ RAW:C sYs I OA RAW:2rokkArN 1.1 a I�` talc{FIC DIRECTIONS FOR L s TING S I�./ t d \c,�c$ 'Ca wrN 1 i lQ Imo lC�\1 -i)1 "rrm \c F I� Nc.,e0. 0 0* \c��-� co 't vJ\v�• C\P c C`0A , jt Ur- L 'Q • i 3 ,.teat hole numbers �'� Site must be flagged from main road and test holes must be flagged.wfth i(it Official use only below this line SOIL LOGS -tosser TS✓COND1Ti0NB n0 ckftw' AceC55 ofg_-) 0( ?-C.. t.-3o G"3 r fL-30 TEXTURE CODES: V army L-loam Sa*sat C*clay E* ."� 6 r prim* s end BY Tt3 1 .A I c TURF DATE BXPBA11OR DATEstrk v. E.:3 646 1 5 tu_. - an tiia Maim Cou,7,04 p Web sibs. This b�manned and �' �C view � Tnted f o Mason County . •i . ....r..MM..._'. .....!.. .. ."^..... ..•Z'Iti e:... 7....... . .. Public Health Always working for a safer s healthier Mason County June 08, 2015 Dale Tahja Design 2450 W Deegan Road W Shelton WA 98584 RE: Design for RAINES Case No: SWG2015-00097 Parcel No: 319045300035 Your on-site sewage system design lor the above referenced parcel has been reviewed and is APPROVED. The system must be installed by a Mason County Certified Installer. A list of installers'is available on the Mason County Public Health WEB page at www.HealthyMasonCounty.org Select Environmental Health, then On-site Sewage Systems. In some cases, homeowners may be allowed to install their own system. Prior approval by Mason County Public Health is required. Please refer to the comments section of this letter for any additional information. Please call me at (360) 427-9670, ext. 279 if you have any questions. Sincerely, 4 i -\\ C) Alex Paysse Environmental Health Mason County Public Health COMMENTS: We will need a copy of the O/M recording prior to final installation approval and building permit signoff. 6/8/2015 Page 1 of 1 SWG201 5-00097 Printed from Mason County .AIOa,. N 7 ' DESIGN FORM-PAGE ONE Assessor's Parcel Number: ICA_43 -- - D ,15 A drip will be reviewed whoa,}coi4 of each of the following are submitted: o Completed design form that has been signed and dated. `'Scaled layout sketch,inrtuding all applicable items on cbeddist 0 Scaled plot plan,including all applicable items on checklist. 0 Cross-section sketch,including all applicable items on checklist. • foam •• bra assrmed end avalla1M*for • •. • • Mans • • . snub seta.Merstesu u r.: • : ! ". J " Permit Nmmbor. WO ©/` J.OC� (y Designer's Name: \ C\ ' 1►T -e - 0 • -1 Applicant's Name: ` . lb& t!tab Designer's Phone Number. '! tr . � �'�� gam, al r� g • Mail Address: � ��►._ta w Designer's Address: ��.�t1�!'uf��`+��� t+►� I to �8 Treatapeent.Device 0 Glendon Biofher 0 Samdakar .�,, 0 Mound 0 Sand Lined:Dr'ainfeld 0 RecirculatingPiller,Type: .' . , obic Unit Nukemodattoslal�; 0 Dish ice Unit Make/Model N/J other: . Y ‘3 `500 Dradnfeld Type 0 entity -XPre sure 0 Trench 0 Bed 0 Sub Surface e Drip Septic Tank/Draiafteld S..- ,. dons La` Number of Bedrooms Schedule/Gasa All, . Daily Flow Operating Capacity „VI lb find Len '='� lgth �' ft Daily Flow:Design Floys% V&1111 gpd Diameter in Septic Tank Capacity ....11(k W ' gal Number g 0 Receiving Soil Type(1-6) a Separation :lb ft Receiving Soil AppL Rate e)• 4 gpd/ft2Orifices Required Square Footage * "-Sp ft2 Total Number of Orifices II Designed Square Footage • r ft2 Diameter in 0 Percent Reduction Taken - % Spacing in Trench/Bed Width ft Manifold Trench/Bed Length VAIL ft gr-hrdidelGiass Elevation Measurements Length ft Original Drainfeld Area Slope % Diameter in New Slope,If Altered lb % Preferred manifold configuration used? 0 Ye No Depth of Excavation Up-slops Isea in T art Pipe from Original Grade Down dop>< 111 in Scheduled Designed Vertical Saedon in Length ft Graveness Chambers Required? 0 Yea ■No •= Optional Diameter in Pump Required? NgYes 0 No Deicing and Pump Chamber Pump/Siphon Specifications Number of doses/day Diftbre:oe a in Elevation Between Pump N. i$and Uppermost Dose quantity lid Orifice ft Chamber Capacity lid Uppermost Orifice 0 Higuer 0 Lower „.•. +..... Shutoff Pump coevals:Please chock these required. Capacity @ Total Pressure Head l l?m iiirtmer Jam`i+da� _ �m Calculated Total Pressure Head �� ft If Timer: Pow oaa�YrMri. ,Pump off, Comments0581) o k Q-u tiO p DP o D MCPU TH }µ 0 S 2M5 - ALP . Printed from Mn County I . jj'��`) . DESIGN FORM—PAGE TWO Assessor's Parcel Number.3 19.c -i3 - )`..,�3� Permit Number. SWG Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch le Test hole locations II Drainfield orientation and layout Reference depth from original grade: Soil logs Trench/bed dimensions and ) Septic tank Property lines critical distances within layout ig Drainfield cover lig. Existing and proposed was D-Box/Valve box locations Reference depth from original grade within 100 ft of property Pa Septic tank/pump chamber and restrictive strata: Id Measurements to cuts,banks,and locations le Laterals,tt.ench/bed,top and surface water and critical areas V Observation port location bottom Location and orientation of $ Clean-out location 11 Curtain drain collector curtain drain sad all absotptian Manifold placement 'a Sand augmentation components 12r. Orifice placement cation detail: ' Location and dimension of 1'Lateral placement with distance C Observation ports/clean-outs primary system and reserve area to edge of bed Other Information if Buildings - Audible/visual alarm referenced Yes No Direction of slope indicator pe Scale of drawing shown on scale 0 Design staked out . Waterlines bar 0 0 Recorded Notices attached 1 ' Roads,easements,driveways, 0 0 Waiver(s)attached parkingp 0 Pump curve attached North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential Justification 0 ❑Waste strength 0 ❑Flow r • The undersigned designer beams ..., ,. ' . ,` .., of Installation itYes 0 No Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and 1,• .-site -.I".ons: 4 I t.e(&. 17,ois- - .,..cartel Health.Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDIITION: I The design is stamped"Approved"by Mason County Public Health. N Ink 'd The Onsite Sewage Permit has not expired,the Permit Dam is: ,?) Drainfeld site conditions have not been altered to adversely affect conditions of design approvaL Please Note: The system must be installed by a certified insta lero. unless prior authorization is obtained from Mason County Public Bealth. An Installation Fee is required. • This farm may be scanied aid'available feepublicvlew en the PAWN'Ctwnty Wit tip Date 1/12/2010 i Printed from Mason County D " ' S • . • C.) Ci**C_ _V \ V• SE.. - -. 77:5\-.• , \N>QQN \.. sq..\\The.._,,.. ..' . . •. cRa`c -ellt4- 43\1.•'(:)))i.'ES'.CC$73 ;' • s„,,,,,N • :. ‘:a. 35 .. • '''''-... '. ..c4, ..\,• ' . . .,,.. .,k... . 'z''' ,,. ......... _ _ ..... . -:-. .**-- . . _ ......„..a„, ...„. r. r ..., .. , ror li .v ' ..........o.g., 1 : or •...i:Ilk,. Ar' , . , . .., ,...r ...,;,„ ..,..b,. ----\stzr ;:r.:77!!.:vi. ' 14' S T AHI JA . 41# / ,, 0 .. •VI ... ,. ..104' *7;. • • - . .• —5...F ' ' - ,t ..--" "' 5-B1- .. i - 4 .• . • .. • .. . MCHEALTH APPROVEDpuBLicHEAL -.6"" 1?, . _____ . • . JUN OS 205 .. . .. .,. ..t-cf-N.., 4.---• -. .-ct.\\ \ 9 .....anc55* " r 7 •) +‘ .4 \C JJ l 11....... 0 1 71°‘'.\• IC \ .. ... \IC)\) e•+- . - . **.'" Q.7 z.?‘..) Varcw.e\k A l• cteglit.s \ock . .15— .5:› ., • 11.5. 1 . . • . . 6 4N.,,,‘ c- c) . -Q.N.. trit, „"7\A \ _ ,- , • 1 ,• . ....•., ,. _ likMel-CPX% Z4.91 "lb 'I'''- .. . . ap 0 iip.•• • .h. . • itlik I" ervi214:. , .. c..v. t‹...... - r :Printed from Mason County DMS ....,....i..4.,i,,,.....,..:•;+,;,.:::•.:414-1.04.i..;,-,• ...;i4,.. .. 7110,:) .... .. .....—.g. .:AanallaNduvii•. , .....: . ... ..,:,..;si. c• . A .f, . ..... • i--.--, tr WIT poot • •tb, . mots OM ,rill • 11111, . • . .., . . 1 ar a%MAP: . 111 ii ir,.. -1,.___ ......._. wow d.......1 .1.1 ___ roams@ r I ill. a TEMSOIN in VI IS:2 ......- .....----. ......-— No rospa. r rm SADO f ' I7 r I_i NOUN tie ) — r rm CO4 1110111,0011111111 -e"* CLAMOR - tor, distois 41121=041". creiveasoW4vOtAitiFILONS moot et OM. 'LOW cAPACrrow 6141.011. sr 9 to- • sr • • 9 sr • • • iLaciir . • us • . , y • . . N. ' • • . . .• •.•.• • ••.•.• .• •••• ..-• =refsGm4 • Ar.- * • 7 auxin swum rri • ."7, /41/4-VINIAMENATIPAt sies . • , . il, ' : .J______ _ _ __. _ __CMIWIIIIL . •. 4i'• •". .j,n1.41,•'‘' k .. , .. . 114 m:..T... lr ,..... •• , ... gOsf g%.. • 0 kir PI I IA, I Tar_ _ / APPROVED -.4 C PUBLIC HEALTH a 111 1 i wi if r h/• JUN 0 8 205 • Avit, 1 . b 1 . ,. I . ; ALP . a v. tn•CifU4IPI. ....i,L,—. ! ...!;,, 6-•< ....1 kpi.• -A‘ir‘CAttlea. ?%**1 ..- ....6‘,.,„ . . . I IN A co ) et.‘c_. \a•• ----C----- -- • ..- Printed from Mason County DIMS • .. Ameipmemp : ..,,, ....i .A.7.. :.7:- ;::....1.6 le, ., ,...... ,.,. .U.-iia..4•.7::- . •Z.,:,,i'ay.47111a111}iiik,wa...:..:7.- :..-..•,... . • • •C' - '' rrd_ ,+t..,• _ \" gyp ` • iI Tr . 'Tr, . ---1 1- •, 1 � • 1 , • _ APPROVED . , MC PUBLIC HEALTH Aack QiLL 0%�f • JUN 0 8 2015 n y.. .��f'� ALP y ;s �' 'f. \/Glvt Cox ,fir , h` 5100214 ‘It.44f 1 I 1 \� 1 • -rQ' DALE L.TAHHA : ' f` tI. \� �(alvi� : . 1 LiC LASED QES1 NER EXPIRE5:3' C C1'43" - 'nc e ---- e\-\c\-, e..kal\ _ ., I • 1 . C,V:rr+r _or 'S6c3 t P\ 4 drAQ-e 1e_`I r• ? ,• - , . 4. fir' ' ".i+ 41 ----ay.:4.- ;1k-4 .* • • 34" •el • ' ' - - {fit! o,. ew 1 '44k\-. .. \ k _ \ch ' ‘`OM ec (Sr 1 1ct .Printed from Mason County LYMS 40004 . Bait wilsifit Adr wq14� off:474%. :44, .4041 • ' DAL:L.TAN St INSTALLATION/ AN�►� - , - . . M0 •11.'!V.ro<�.'Y.1Lti1�t\.�►,�►\'`\�'ts it.'O`Vt PRESSURE DISTRIBUTION SYSTEMS ems:: . 1. Install trash bottoms level and in contour with the ground. 2.Install locator tape on top of all drain-field laterals 3. Install drain-field.during dry weather and soil conditions. Any soil smearing must be eliminated by )tend 4. Install audio/visual high water alarm. 5. Install effluent.fitter in sciatic tank outlet 6.Install risers on septic tank and pump chamber. 7. Install check valve in pump outlet line to prevent system from draining back into the pump chair. 8. Install orifices.at 12:00 o'clock 9. Filter fabric inquired over drain rock prior to back-fillks.If the drain rock extetds above natural garde,ran the filter fabric at least 2 inches down the tram*wall. 10.Divert all storm water nm-offs away from on-site sewage system. 11. No curtain drains allowed within 10 ft. of the up-slope edge of the drainfieldandnimine.t 12. No curtain drains allowed within 30 ft. of the up-slope edge of the.drainf eld and reserve area. 13. Have the septic tank and pump clamber pumped or inspected every three to five years. 14. Inspect and clean tenant screen as needed. • 15. Inspect floats and test high water alum every 6-12 months as heeded. 16. All materials and worlansnship must meet County and State regulations. 17. Deviation from this design without prior approval from the Der and Mason Countallgilth pepartmeed will make this design null and void. 18. The prepared plot plan is not a aavey, it-is the owner's respcwitity to verify propertapkisolaiiiiiior to installation. Any discrepancies must be reported to the designer may. APPROVED MC PUBLIC HEALTH JUN 0 8 2015 ALP • Printed from Mason County �� � Page 1 of 1 Alex Paysse - FW: Nuwater performance with back-grade From: "Brandon Thompson" <brandon@bayshoreconstructionoly.com> To: <alexp@co.mason.wa.us> Date: 11/2/2017 3:16 PM Subject: FW: Nuwater performance with back-grade andletme know what we can do to help. This is the email from Nathan, take a look p Thank You Again and let me know you received this please From: Nathan Ek [nathan@ekengineering.net] Sent:Thursday, November 02, 2017 3:13 PM To: brandon@bayshoreconstructionoly.com Subject: Nuwater performance with back-grade Brandon, In response to your question on the NuWater unit with approximately an inch of back-flow (tank settled), we have the following comments: 1. The overall performance of the system will not be negatively affected by the additional inch of water depth. 2. The only risk to the system would be an increased likely-hood of backup if the annual O&M is disregarded and something like a "hairball" could form In the outlet baffle, causing a backup. This is very unlikely, but if the maintenance provider does not inspect the outlet like they are supposed to there is a slight chance of this. Again,this would be very unlikely. It sounds like this is the job with the high water question surrounding the pump screen/basket. That is likely due to a high water usage and/or high water condition, but I would suggest you check the timer settings etc. to determine that. Please feel free to contact me with any questions. Sincerely, Nathan Ek Authorized Representative NuNuvvater Aavanced Treatment Systems By Envso-Flo,lnc j360)687-7668 Phone - j360)687-7669 Fax http://www.ekengineering.net/nuwater file:///C:/Users/alexp/AppData/Local/Temp/XPgrpwise/59FB3 6D3 Masonmai11001763475... 11/9/2017 j o cn 3w o a r r m m C 0fl c a) ovc)_ rOO J � -0 = wQ 3 mom — 3 � � CD r � ° � m - oo� a cD c D o Q m (� r^ m C m 2 cn t• = X s< a) C y N S 1m D MID cp C7O � 3 a tp Z p n CD m io m 5- • z 3 ❑ m z mili O 30 O '`o m m cn O c^ Q° - 2no co.� = mo D m D On > mD n O V O x N F o Z o z m _ v03w 0.....,-, ' ci0p m ` n o ni - 3 m - m 20 cn o cn m 3 n r. m 0 mZ -N 0 E oD3 -to n CD -4 •CT CD 0 (0 0• _ cD -1 O� C ~ m coo Doc) m m w a -< > ❑ "a _._ n voi cu W m x (/) 0) • 0 m w -. a O -i .n D �O om O O� aco c v) W Z _< Z o0 c rOn O cD O v,'im3o�� Zvi m v Q (D 7 -I 00 • o 7O _ ` MMP 0 XI Z Cl) cn -n m C v D Ro -a -0 m g v n Wo 71 3 rk 3 n c70 n N Z m -n cn a s r C -I D C O N 7J m N IA 3 la D r a D m © — m 0 D D Z Z Z Z r G a a G) Cl n O Z o = 0 n C x - m m m o d s o z N Z m til fD COG is' al O 3 X 3t - 0-' IVp 0 C A 3 o D N C m T —I 7' 7" Cl O 0 S 1.4 m y x ( -n w T 3 3 m r 710 m O ne N (D C m < N r m , C :p. m 00 0 0' m _ fnii Z z) z \ m W V V N m m m Z ,... icy, v o v m D 3 V a '+ o+ v mI cnA z rt�i m o 0 0 m x co O m 0 m m Operations & Maintenance Report IS THIS SERVICE FOR A © Residential 0 Motel/Hotel 0 Food Service Restaurant RESIDENTIAL PROPERTY 0 RV Park 0 Youth Camp 0 Other SALE: ❑YES ONO 0 Campground 0 Mobile Home Park Space# Property Owner Phone#. Business Name (if applicable) Mailing Address City State Zip Site Address 17 i'/ IL (.,c.r 4 r.•44-- d1 ' City 5 A i I rlr-s'l Tax Parcel# — — Components Inspected: ❑ Grease Trap 0 Septic Tank a-Pump Tank ❑ Sand Filter 0 Aerobic Treatment Unit (type) ,&,1 , . p•Pump 0 Floats ?Control Panel ❑ Alarm Box ❑ Effluent Filter 1,S1 Manifold/D-box ®Drainfeld (type): f.Sl -- Scum/Sludge Information (by compartment): 1st Comp.. Scum: S_+/d2nd Com 5cu: r,.> 3rd Comp. Scum: C3 PIT Scum: �i p- p. 1st Comp. Sludge: L'7 2nd Comp; Sludge: yir 3rd Comp. Sludge .-3 r: P/T Sludge:,.-7,,4' Se4rd le---xAdlz,,iA, Pumping Recommended? gl Yes 0 No iEffluent Filter Cleaned? 0 Yes 0 No Observation ports inspected? ©Yes 0 No 0 NA Ponding Present? 0 Yes E No Repairs made during inspection? 0 Yes 0 No Repair Details C/omm�e/nts, /Recommendations,/ Notes /I ./1„.L�..///� ).g.c l S-›r> ,fie,-2 -T 1 �-N t T "'�.r,,,, /y •SA Ji_-jfj �G./f ' .nd .4s..3id"rc l-rL en, -6 ice, l_if,.r1�F .1.'1_ IC IL-, - /wJ�' ]Lt f� 11C-, Zyl r.r/-lt I Ai h !tf !/1 G 4 Inspection Final Results 0 Satisfactory ,Unsatisfry Operation & Maintenance Specialist Signature .��----�// // Company Name A /14 Date of Service - /—,' 7 Recommended Next Service Date it /r' Findings and determinations of this inspection reflect conditions as they existed on the day the septic system was serviced. No claim is made by this company, either expressed or implied, concerning success or failure of the septic system. All Operations and Maintenance reports are required to be submitted to Mason County via the Carmody website within 30 days by the certified professional. A copy of this report must be given to Homeowner/Customer by the certified professional. Mason County Public Health- Onsite • 415 N. 6th Street • Building 8 Shelton, WA 98584 • (360) 427-9670 ext. 400 iloed �/ �i 5/23/2016 f 5 to 70 cn (4 cn 7,,e VI . " C7 (n c, cn cn VI ,n con C) n' C) C) o C) °• C) a R " C) o C) C) C) _. i d' Q' CO = OO • OO n co fl £ CO CON CO N y O N O $• ON • O p O a O, �= O O O C C a C w 3 ...3 s, C7 0 cn 0 X 0 C7 0 o tD ry co co CD CD 0 co 0 'p0 • h N O n ytiD IO N. g g 7 ^-ft o lc ' ,;+ cocg N 1C 7d 7d io 7 CD X o A p O o < C• p. •a t, < C co r 7 n• 7 A R S ..- " a xN r TV E. b g 0 CD d o P O O' =. -s 7 co a .'. c Z S p n CD o o a (n `-; 5' (To .o y 0 a 3 O - 7 O• ', th V. u, ►y ` A .A C A - tJ 0. F., N N tJ .' 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