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16602 109th Lane SE - 15 106104 BS 04022015 � t .' �� R{�' Thurston Coun Permit Assistance Center tY ? � .` 2000 Lakeridge Dr.SW,Olympia,WA 98502 ,�' � ��►� Z �' ��J �� (360)786-5490 / (360)754-2939(Fa�c) 's''��- � � t�� TDD Line(360)754-2933 _ - � Email:permitn,co.thurston.��a.us THURSTON (,�U � �vtiv�v.co.thurston.�va.us/pern�itting _z..� ,,.,� __. , . N.�: ,�KE,S>> Creating Solutians for Our Future MASTER APPLICA'�IOl� STAFF USE ONLY DATE S�'AMP 15 106104 BS Permit Type: Site Application THURb"'"V'aN COUIVTY Sub Type: Residential RECEIVED site: 16602 109TH LN SE YELM WA 98597 t�� 15 Assessor Property ID: 22729320604 r�, Applicant:Dave Young/DB&R Inc DEVELOPMENT SERVICES Owner:RICKY D&GRETCHEN A MCGUIRE Intake by: j The Master Application is required for all projects and shall accompany roject-specific supplemental application(s). The Master Application may not be submitted alone. Property Tax Parcel Number(s): Z � 7 �.� 3� 4� o y Subdivision Name(if applicable): .i,S ��--3 � Lot#: Property Address: �� C'� 1 v�/ � �-/5l City: �,��yy, State: Zip Code: Directions to the Property: �`� ,_ �� 1� /3�� .-l�� n/ :m�,�d,�� _ � � � �7�' �� L�o rr ��s 1�c� ; � � cy� !� 1 '�y � /7� �'a �-f CG v!�'N � l'— � �� f %s �.� c�v�h � r Property Access Issues(locked gate,code required,dogs or other animals): QNo �I'es If yes,Describe: j� � � ,° e � �cr. � �,rx-.c�/a� �/ I�-� �>F L �C.�o� OWN R IS RESPONSIBLE FOR SECURING ANIMAL$..B �O�'1 DESCRIPTION OF PROJECT PROPOSAL a� `� �� °� ,�� ,� c �Y s f� t� �-e S �'s-c-L � Y� � �� `. / ✓°�X 'Y� ��. btt'�rN1� ��' � ��3 �� Revised 8-13 For�n No.MA001 -- _ � � � . , Thurston County Pei7nit Assistance Center Master Application Page 2 of 2 Type or Print: Adrlitio�al properry owner slteet cnn be obtained online a1 wwiv.co.tlu�rstoa.iva.us/nermittine or copy obtained froni tlze PermitAssista�tt Center. Property Owner(s): �e-�tc� �- vc. 9�' i'�� c �- %j" �- Mailing Address: �� Z � � � �� City: ��1�. State: �,,� Zip Code: ��5 1 Phone#: �Q_�n - ��I �� Ext. Fax#: � Cell#: �/' �� - ��-[ - /�7�°r - E-mail: �, . ,.._ Signature:'� Date: AppliCant (if different than owner): -� G d�- 2-'� �'�-N Mailing Address: 1� � �'/ �z �-[- 5 � City: G � t i State: �✓tt Zip Code: �— Phone#: �� O �- Z rv �J � ?l 7 7 Fax#: Cell#: E-mail: Signature:" Date: Point of Contact: Mailing Address: ' City: State: Zip Code: Phone#: Ext. Fax#: Cell#: E-mail: Signature:� Date: BILLING INVOICES The base application fee charged at the time of application covers base hours listed on the fee schedule. V�7hen the base hours by a Deparhnent are used,a inonthly billing invoice will be generated for additional hours at the hourly rate listed on the fee schedule. Should review of the project exceed the base hours allotted,billing invoices shall be mailed to: QOwner �Applicant �Point of Contact XApplication is hereby made for a permit or permits to authorize the activities described herein. I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief,such information is true, complete,and accurate. I further certify that I possess the authority to undertake the proposed activities. I hereby grant to the agencies to which this application is inade or forwarded,the right to enter the above-described location to inspect the proposed, in-progress or completed work. I agree to start work only after all necessary permits/approvals have been received. Revised 8-13 Fonn No.MA001 ` Thurston County Environmental Health Supplemental Application for Onsite Sewage System Page 2 of 3 JURISDICTION: ❑ Thurston County Select one �Urban Growth Area of �yc/i2, ❑ City of CIT'Y JURISDICTION REVIEW AND COMl��NT: ❑ Approved ❑ Disapproved Comments: c/%. � Si ature: `� Tifle: Date: � /� � TYPE OF PROJECT: �Onsite Sewage System with Residential Site Plan Review (Project includes a new structure or addition/remodel to existing structure) ❑ Onsite Sewage System ollly(HD)' (no change to structure that septic will serve) �Residential Single Family ❑ Residential-Multifamily #Units ❑Non-Residential �1y � TYPE OF PERMIT: �On Site Sewage System ❑ Tank On1y ❑ Sand Filter and/or Mound Rebuild or Replace ❑ Community Drainfield WORK TYPE: �New ❑ Repair of a Failure ❑ Modification Upgrade Number of Bedrooms: WATER SUPPLY: ,�-E�cisting ❑Proposed �8(Single Family well ❑ Two Party well � �uP A ❑ Group B � System Name of Community system ID# ACCESS: 1�Existing Access ❑ Proposed Access ❑ Private Driveway ❑ Shared Driveway �Private Road � ci e"�f� ,L f Y S � (list name of road, if applica.ble) , ❑ Public Road (list name of road, if applicable) PROPERTY INFO: Water on or within 300' of properiy: `�None ❑ Salt ❑ River/Creek/Flood Zone � Lake/Pond ❑ Wetland ❑ Ditch Name of body of water: Has the properly ever flooded? 0 No �Do not know ❑ Yes,when? (If��es,show area ofi site pla�r) Slopes greater than 20%? �To ❑ Yes APPEAL: Any person aggrieved by a decision,an inspection,or notice made by the Health Officer shall have the right to appeal the matter as specified in Article 1 of the Thurston County Sanitary Code. EXPIRATION: Sewage System applications expire one year from date of application per Thurston County's Sanitary Cod,Article IV, Section 9. This period may be e�ended for a single one-year period without charge,if specifically requested by the applicant prior to the expiration date. Revised 4/12/13 Form No. SA016 e � ~ • Thurston County Environmenta.l Health 2000 Lakeridge Dr.SW Olympia,WA 98502 ; (360)867-2673/(360)867-2660(Faaz) TDD Line(360)754-2933 THURSTON COUNTY www.co.thurston.wa.us/healtlllehadm SII�E 1852 Supplemental Application ONSITE SEWAGE SYSTEM STAFF USE ONLY _ DATE STANIl' . , 15 106106 H D THURSTON COUNTY Permit Type: On Site Sewage Systems RECEIVED Sub Type: On Site Sewage System site: 16602 109TH LN SE YELM WA 98597 �� 0 9 2015 Assessor PropertylD: 22729320604 DEVELOPMENT SERVICES Applicant: Dave YounglDB&R Inc Owner:RICKY D&GRETCHEN A MCGUIRE Intake b : -°' This application cannot be submitted alone.In addition to this form, a c' plete package includes: Applicant Staff Use Use SUBMITTAL CHECKLIST : Onl Master Application. � � For new septic systems requiring a design: � a. Site plan(5 copies- 11"X 17"maximum size), 1"=20' or 1"=30' scale.(See attached checklist) b. On-site sewa e se tic stem desi 3 co ies � � For replaceinent of e�sting septic systems requiring a design:On-site sewage(septic)system design � 3 co ies . � For submittals not requiring a design: (examples: sand filter andlor mound rebuild using existing � design,septic tank or pump chamber replacement,septic tank placement): Site plan(3 copies-11"X 17"maximum size . � For onsite sewage system projects within a city jurisdiction,the application must be taken to the city � for review and comment prior to submitting an application with Thurston County. If unable to obtain � comments from the city,Environmental Health will route the application to the city. The project will be laced on hold until comments from the ci have been received. � Applicable processing fees.Refer to curYent fee schedules. Depending on the adopted fee � structure, additional ees m occur i base hours/ees at intake are exhausted. SEPTIC DESIGNER: Name: %?�..�:/ /�'�/�r^1� � e c,c.� Company Name: 1'� c - ��/; � � y �' �t s Mailing Address: City: State: Zip: Phone#: �,5`y �- q.�"� � Cell Phone# Faar#: E-mail Address: Revised 4/12/13 Form No. SA016 ALTERNATIVE DESIGNS (360) 458-9548 P.O.Box 1962 Paul Morneau, Designer Yelm, WA 98597 SEPTIC SYSTEM DESIGN Date Rev Scale Sht of 3-2-15 ORIG. NA 1 5 Site Client MCG�� 16602 109�H LN SE ossAa � 22� 29 3206 04 SUBMITTED TO: THURSTON COUNTY HEALTI-I DEPARTMENT FOR APPLICANT: Dave Young 360-269-3877 owner: Rick McGuire D B & R, Inc. 16602 109�' Ln SE 1149 Rush RD Yelm, WA 98597 Chehalis�HURSTON COUNTY RECEIVED �=�-�;� suMMaxY �IAR 0 9 20i5 ;��'. � ,�-%`�'•.r DEVELOPMENT SERVICES `�'"' � BASIS: �;>'=.,.� '�r; r. r r r;•�� ,; •,.�,� ��;�;� , . .t�.�' A A :Sh: r� y ` ?,� ��V' Size of System= 2_Bdrm ,,,,�` �� ` :-r,��. � �". Daily flow for design= 240 GPD ' F,,�, ^'�; Drai�eld soil type= 1_Type t"`�'��7�' �^, �,��J.� SEPTIC TANK: �� Septic tank size req'd= _1000_Gal DRAINFIELD: A pressure distribution system is proposed for this site due to its location in an aquifer sensitive area Application rate= _1.0 GPD/Ft� Absorption area req'd= _240 Ft� Bed azea= 6.0' X 40' = 240 Ft� Depth of bed below O. G. 24_In Min. bed bottom vert. separation= 36_In Rock depth below pipe= 9_In Volume of drainrock= 9 Yd Filter sand below bed bottom= 24 In ASTM C-33 sand req'd= 23_Yd eY�r�* �nWiiNlIltilYi�l�OIAIIIfInWrr�linM.. ALTER�iATNE DESiGNS ;� P.O. Box 1962 Yelm, WA 98597 ,� Paul Momeau, Desi ner (36 O)45&9548 ` , v,,;..::, P,��SSCtR� DISTR.I$UT10�1 cAL.G�S . y�� T;,: 1•�' Date Rev Scale Sht of � ��'` � �- / - l 5" O/�i � 2... ,5" =� �.�. ` � site /0 9 � client --' ' 14'I G ..C�'�-a l�C l �"z �- Fr � ��;re�� lG 6a2- � .S� --� 1 � � �z27 2q 3zv� oy PRESSURE DISTRIBLTTiON PIPING Orifice spacing 2- F1' MaiYifold diameter ?IN Orifice diameter 3 �6� Manifold length .�_FT °Il�1 Lateral length y� F1' v Ild Lateral diameter I-a5`IN Transport line diameter 2 IN Orif ices/L.ateral � '2-d Transport line length l?-FT Number of Laterals � P[1MP FLOW CAPACITY Residual pressure 2 FT Orif ice flow capacity -�9 GPM Total flow � � 5 y GPM/Orifice x z-d Orificies/L.ateral x 2- Laterals � �3GPM PIPINC FRICTION LOSS Use modified Hazen-Williams formula: f=Lx(Q/K) i�� (K�ralues for �i ZoopVC pipe) Transport line: K = �� s Z f a �!o FI- Manifold: K a 3�5'_?f � 1/3 formula value � �� FT L a t e r a l: K a 1 Z z.�Q = /1. S G P M/L a t e r a l, f a 1/3 f o r m u l a v a l u e � �/ 7 F l'/!� x z �a � _�� l� TOTAL- P IMP HEAD Elevation difference %� �� '� o Pl P� 02 r4�N �4 G G ? F1' � '7 - Residual 2, o FT -,�„� i 2 f�` tyo j7r�o�-:�r �� Transport Line Loss -/�FT ��/�� 3 ��-- x _ � 8 $ - - y� Manifold loss -o� Ff � L.ateral loss . 3 y FT �j �"� S_� x - ��2. = 3'� Total dynamic head �. ! �FT � � ' z y � 7 DOSE��OLUME& Gf-LAMBER SIZ.F �� Daily wastewater volume Z y�GPD, Dose/Day based on soil class � Doses/Day T � �� Dose volume s Zh'�GpD + s' Doses/Day = `�8 GAL✓Dose s Chamber volume: Reserve volume z `jO 'r T 5 `�o � � �° GAL �a Volume, ,��,-�y F) o � z�oGpL Controls& pump support ?�° GAL Minimum chamber volume �d°�,�,L �1 r �/ ALTERNATIVE DESIGNS Paul Morneau, Designer (360�- 458-9548 P.O. Box 1962 Yelm, WA 48597 .:�.� : � <,'�-1 PUNP AND PUMP TANK SP� c 5 • ��r� Rev Scale Sht 2 of � .,•z ��; � � ., [late� / _ �� d��7 .._.. / r .�.� � :� � sire �p g f� uient �M �� 1�� D� �/u S� �"�G .-(�-� � � � �'� �,,�_� r �.i��.�. � o � , ��a; r'Cx"�f �; � OSSA• TP• � �, �2 7 2 9 32.06 of HYDROMATIC Model SW_2-� 32 � PUMP W W `� z4 FLOW = 23,6 GPM 0 W HEA� = 6-z- FT _ u 16 � E Q z � O � 8 Q H 0 � TIMER : �0 10 20 30 40 50 60 ��- � �S. y 6 -MIN. CAPACITY - U_S. GPM ON= TEST AND SET TO GIVE DRAt�VDOWN= 4! 8 GAL. APPROX. ON= z MIN. 2 SEC. CONTROL PANEL,OVTSrO� Bvll.DlN� W/ ALARMS.�AUDIBLE 8 VISUAL�� 7"'!JYI�1�� P m 5� G°L`- ��`Y>, El°"PS'�d �� COUPLING J`�/� �'�eY' JUNCT!ON BOX CHECK VALVE COYER, REMOVABLE W / WATERTIGHT SEAL • EFFLUENT TRANSPORT LINE � " PVC PIPE FROM SEPTIC TANK P U M P T A N K 4 " PVC FLOAT SWT.S oN ALARM VOLUME= J�d bGal• l7/IV pL oAT -r�� oN �� DOSE VOL.= y S G•.l. ,a �--.� , ,'.- �,� �oFF �{ ,� �i !�L 1 E lZ �,� ` �� S�,�T�c Tf�N l< vvTL�T I=�L-TE2 F`LOAT SWT'S. SHALL NEVER TURN PUMP ON. ONLY TI�E TIMER TURNS THE PUMP ON_ vicini lvta ,�L� ��N�TI�/ E �� S�Gi�IS �m��, Paul Morneau, Designer t360)- 458-9548 ,�� P.O. Box 1462 Yelm, `rlA 98597 �� J� �+� YELM `r!o �'J' � T� P L /`1 N McKenna Bald Hills Rd Qt1i ,3-/- I S � 0� 1� �'/Yc�"e� � �/ °f S O �- � � �� /6 6 02 1 .�9/ 5 E l� c � u � � �. ° �� ZZ7 ?9 3Z06 r�� , _� . - � �� x �. �,� 1 , ..F �r� �J�� r .��, C�%��.,.��' , �� f� �-� �'�" 157.55' 8'f,6'Mm. -- !�. 0�� ;(7 I S.T. � o P.T. R i�--L�::L� � 2►��;� z B.E. 1 Bdrm FMU+� I I I Primary D/F � , Q Iw '� - g �_. - - , i _ 100'R �•� Neighbor's Well , Site Plan � RV Port SCALE:i"=50' �� W �� io zo 3o ao L Existing Gar. ( 0 50' Well No Wells found W/in 100'of Property Lines Contour Lines per GeoData Main S.T.� Res. I � � ', P.T. 0 6 � w �•, � � I °�i � 0�4 �, /� / N .�K /4�%� N //�/ / TFlURSTO -�- - 3�-- - , RE�E��p NN � - !40'Road&Wtility Esmt 109th �P�R 0 � 201�� ? DEVELOP - ._i ._ 157.54' . 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Q � � � � � � � -- °'`~ - - --- N o0 O �O v� N N O � (V C �O C A v�, '^ z-�° � a ' a NM �O �--� M �O NM �O NMq' �p c �. o i i i � � i i i i i i � � " ^ -O 'K � � N M � � M O N O O N O � i W A � + � O O O Q' .- �,�►