HomeMy WebLinkAbout08- Site PlanDocument ID: 9b3b1271df9492eb1c02892caa10d974e6bb2205144cdb174f072bb58c92a90c
Signer ID: GKRMCDW7A7...Signer ID: UGNQYTNTW7...
04/12/2022
Document ID: 9b3b1271df9492eb1c02892caa10d974e6bb2205144cdb174f072bb58c92a90c
Document ID: 9b3b1271df9492eb1c02892caa10d974e6bb2205144cdb174f072bb58c92a90c
Document ID: 9b3b1271df9492eb1c02892caa10d974e6bb2205144cdb174f072bb58c92a90c
Document ID: 9b3b1271df9492eb1c02892caa10d974e6bb2205144cdb174f072bb58c92a90c
Document ID: 9b3b1271df9492eb1c02892caa10d974e6bb2205144cdb174f072bb58c92a90c
Document ID: 9b3b1271df9492eb1c02892caa10d974e6bb2205144cdb174f072bb58c92a90c
OSS SITE PLAN - OVERALLSHARP & MACRURYParcel # 970800004 SEC 5 TWP 28N R1ESCALE 1"=60 FEET0 60' 120'EXPIRES 12/27/2022EL 140'EL 130'EL 120'EL 110'EL 100'EL 90'EL 80'EL 70'EL 60'EL 50'MATS VIEW MEADOWS LOT 4 SUBJ TO EASE OF RECORD S 89°13'0" EElevations Approximatedrawn by:reviewed by:MPJGBuildingsContoursDrainfieldStump / TreeProperty lineSet backsWaterSoil logsSHOLD EXCAVATING 360-385-0480SHEET 2 OF 3970800015 SEP2006-00135970800013 SEP2003-00301970800002SEP2004-00085970800003SEP2003-003009708000209708000041 5 ' d r a in a g e p a th w a y
1 5 ' d r a in a g e p a th w a y
2 0 ' a c c e s s & u tility e a s e m e n t20' access & utility easement20' access & utility easement10' utility easementutility easement970800010no existing EESutility easementHAROLDS HOLLOWMATS VIEW RD13'46.50'43'46.50'S 89°13'0" E369.08'511.69'S 89°6'11" E141.52'S 27°25'22" W211.10'S 3°38'30" E
262.88'
S 2 7 °2 4 '5 4 " E
1 8 6 .1 2 'S 2 7 °2 4 '5 3 " E
3 9 6 .6 9 'N 73°43'15" E114.00'N 28°52'23" E86.91'S 19°33'18" W120.69'S 42°30'5" W225.00'1 8 6 .1 2 'S 2 7 °2 4 '5 4 " E
10% slopeproposed3 bedroomSFRproposeddrivewayINSERT: SEE DETAILINSERT: SEE DETAILProposed OSS Components: 1-Proposed minimum 1500 gallon 2-compartment settling / recirculation tank with risers to surface.2-Proposed Lowe E-Flow filter.3-Proposed minimum 1000 gallon clarification / pump tank. Screened vault, and riser to surface required. * All tanks must be on current WSDOH approved list.**All tanks must observe 5' minimum setback from foundation and 10' from water lines.4-Proposed 360 GPD Lowe E-Flow OSCAR disposal component. (8 x OS-50 coils) **Observe 10' setback from foundation and water line in addition to 5' minimum setback from the property lines. * return line to recirc tank.5-Proposed 100% Reserve Drainfield Area Site Development Notes:- Property boundaries taken from LP V7 PG 167. Elevations scaled from Jefferson County GIS and are approximate.- Protect Drainfield Areas from vehicle traffic, excavation, burn piles, erosion, or any other soil disturbing activities.- Installation shall conform to plan specifications, applicable county and state regulations, and industry standards. Any deviation / substitution must be approved by designer and/or JCPH prior to installation.Homeowner Obligation:- Recommend homeowner provide survey or mark property boundary lines prior to installation. If no land survey is provided to designer or installer,then homeowner will be responsible for costs of restoring affected lot/s should the septic system encroach on neighboring property. Homeowner will also be charged for replacement parts and labor used towards restoring drainfield should it need to be moved.Project scope: -Install 360 GPD Lowe Tech E FLow Filter with Oscar disposal septic system (treatment level B) forproposed 3 bedroom home. 12345located by:APproposedwaterlinewDocument ID: 9b3b1271df9492eb1c02892caa10d974e6bb2205144cdb174f072bb58c92a90c
0 20' 40'SCALE 1"=20 FEETdrawn by:reviewed:JGMPEXPIRES 12/27/2022SHARP & MACRURYParcel # 970800004 SEC 5 TWP 28N R1EMATS VIEW MEADOWS LOT 4 SUBJ TO EASE OF RECORD located by:AP1.25" supply / return linessewer cleanout1000 gallonpump tankLowe E-Flow filter1500 gallonsettling / recirc tank1.25" supply / return linesheadworks(typ of 2)8 x OS-50 coilsElevations ApproximateOSS SITE PLAN - DETAILBuildingsContoursDrainfieldStumps / treesProperty lineSet backsWaterSoil logsSLSHOLD EXCAVATING 360-385-0480 SHEET 3 OF 313'46.50'43'46.50'primaryreserveSL1SL5SL3SL4SL2 44.50'43.50'30'downslopeprotection zonee a s m e n t5 ' e a s e m e n t s /b5' easement s/beasmentINSERT: FROM SHEET 1INSERT: FROM SHEET 1Elevations:Min Recommended:Stub EL- 78.5'ST IE- 78'Pump on- 74'DF IE- 105'Installation Notes:- Installer and/or owner shall verify locations prior to installation.- Contact designer prior to installation to coordinate required inspections.- Installation shall conform to plan specifications,applicable county and state regulations, and industry standards. Any deviation / substitution must be approved by designer and/or JCPH prior to installation.Material Specifications:sewer line - 4" PVC ASTM 3034pump lines - per manufacturerfittings - PVC SCH 40supply / return lines - 1.25 " per manufacturerProposed OSS Components: 1-Proposed minimum 1500 gallon 2-compartment settling / recirculation tank with risers to surface.2-Proposed Lowe E-Flow filter.3-Proposed minimum 1000 gallon clarification / pump tank. Screened vault, and riser to surface required. * All tanks must be on current WSDOH approved list.**All tanks must observe 5' minimum setback from foundation and 10' from water lines.4-Proposed 360 GPD Lowe E-Flow OSCAR disposal component. 8 x OS-50 coils. **Observe 10' setback from foundation and water line in addition to 5' minimum setback from the property lines. * return line to recirc tank.5-Proposed 100% Reserve Drainfield Area If removal of trees is necessary for intallation:- Removal by licensed installer only.- Where possible, leave stump in place.- If stump removal is necessary, use caution to minimize soil loss.- Backfill void space with C-33 sand.- Installer may adjust location and / or configuration within the immediate area to avoid tree removal. Contact designer for consultation prior to any configuration change- A setback of 5-10' is recommended from drainfield to any live tree.proposed3 bedroomSFR12345concrete apronw Document ID: 9b3b1271df9492eb1c02892caa10d974e6bb2205144cdb174f072bb58c92a90c
Signature Certificate
Envelope Ref: 00a96b0b2b51ff218dc7ed67ea33226f4e4e0a9b
Author:Jess Godsalve Creation Date:12 Apr 2022, 09:23:19, PDT Completion Date:12 Apr 2022, 10:22:08, PDT
Document Details:
Name:Sharp septic design
Type:
Document Ref:9b3b1271df9492eb1c02892caa10d974e6bb2205144cdb174f0
72bb58c92a90c
Document Total
Pages:
9
Document Signed By:
Name:Tanya Sharp
Email:tsharp1@mac.com
IP:50.125.83.45
Location:EDMONDS, WA (US)
Date:12 Apr 2022, 10:22:08, PDT
Consent:eSignature Consent Accepted
Security Level:Email
Signer ID: GKRMCDW7A7...
Name:Morgan Macrury
Email:morgan.macrury@gmail.com
IP:209.11.217.198
Location:NEW YORK, NY (US)
Date:12 Apr 2022, 09:32:22, PDT
Consent:eSignature Consent Accepted
Security Level:Email
Signer ID: UGNQYTNTW7...
Document History:
Envelope Created Jess Godsalve created this envelope on 12 Apr 2022, 09:23:19, PDT
Invitation Sent Invitation sent to Tanya Sharp on 12 Apr 2022, 09:26:32, PDT
Invitation Sent Invitation sent to Morgan Macrury on 12 Apr 2022, 09:26:32, PDT
Invitation Accepted Invitation accepted by Morgan Macrury on 12 Apr 2022, 09:31:54, PDT
Signed By Morgan Macrury Morgan Macrury signed this envelope on 12 Apr 2022, 09:32:22, PDT
Invitation Accepted Invitation accepted by Tanya Sharp on 12 Apr 2022, 10:19:36, PDT
Signed By Tanya Sharp Tanya Sharp signed this envelope on 12 Apr 2022, 10:22:08, PDT
Executed Document(s) successfully executed on 12 Apr 2022, 10:22:08, PDT
Signed Document(s)Link Emailed to tsharp1@mac.com
Signed Document(s)Link Emailed to morgan.macrury@gmail.com
Signed Document(s)Link Emailed to designer@cottonshold.com