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Home My WebLink AboutSPI2003-00247 - SPI Inspections - 1/28/2004 oN•STATF MASON COUNTY Py A,o N DEPARTMENT OF COMMUNITY DEVELOPMENT "N Planning Division I i P 0 Box 279, Shelton,WA 98584 Y (360)427-9670 1864 Site Inspection January 28, 2004 TO BE KEIPT IN PARCEL FILE '� JEFF PAINTIER ILE 1840 BARNES BLVD TUMWATER WA 98512 Case No.: SP12003-00247 Parcel No.: 2202832000-�6 gOO21 Project Description: FOR BUILDING SITE APPROVAL Dear Applicant: Pursuant to your application, a site pre-inspection (SPI)was performed on your property. Below you will find comments made regarding the proposed development and its critical values. In some cases, setbacks for development from shorelines, steep slopes, streams, and wetlands must be included in your specific proposal; these setbacks are included as part of the comments listed below. This information is based on County and State regulations as they exist to date. These regulations may change and may affect the requirements for development of the subject property. Please contact me at(360) 427-9670,ext. 360 if you have questions. Sincerely, _& Grace Miller Land Use Planner Mason County Planning Department 1/28/2004 1 of 3 SP12003-00247 Site Inspection 1/28/2004 Case No.: SP12003-00247 Comments: The property was inspected by Planner, Grace Miller, on January 23, 2004. The pre-inspection application is for "building site approval". The applicants have applied for a Boundary Line Adjustment, resulting parcels 3 and 4, BLA No. 95-10. The property is zoned as being within a Rural Residential 5 area. The uplands within 200' of the shoreline of Totten Inlet are regulated as an Urban Residential Shoreline within the Mason County Shoreline Master Program and as a Type I Water within the Mason County Resource Ordinance, Fish and Wildlife Habitat Conservation Areas Chapter. It appears there is a spring that drains into Totten Inlet, dividing the parcels. This may be considered a Type 5 stream but is not currently designated on the Water Type maps. The Mason County Resource Ordinance regulates Totten Inlet as a Type I Water with applicable shoreline building and development setback requirements as well as vegetated buffer requirements. If the spring and its drainage meet the criteria for a Type 5 stream, it would also have setback and buffer requirements under the same Fish and Wildlife Habitat Conservation Areas Chapter. The minimum setbacks for new construction from a Type 5 stream are a 75' vegetated buffer with an additional 15' building setback. Therefore, new structures such as the residence would need to be setback 90' from the south property line or stream. If necessary, the applicant would contact a Fisheries Biologist or Wetland Specialist to confirm if the spring's drainage would indeed meet the Type 5 stream or wetland criteria of the Mason County Resource Ordinance. Planning staff would recommend a minimum 75' vegetated buffer be kept from the drainage. Given the site plan within the geologist's report, it does not appear the 90' setback to the bulding site applies. The minimum development setback from the saltwater shoreline or ordinary high water mark (OHWM) is 100'. This is both a development setback and a vegetated buffer setback requirement. Please see the enclosed Fish and Wildlife Habitat Conservation Area Chapter of the Mason County Resorce Ordinance. This chapter contains specific information regarding those activities allowed within the buffer both with and without a permit. The 100' setback from the OHWM is closer to the shoreline than the geologist's recommended minimum setback of 100' from the landslide hazard area itself. The setback from the crest of the slope will be approximately 200'. This recommendation equates to approximately 300' from the toe of the marine bluff (OHWM) for a minimum shoreline setback. See McClary Slope B on page 7 of the Geotechnical Report. 1/28/2004 2 of 3 SP12003-00247 Site Inspection 1/28/2004 Case No.: SP12003-00247 A Geotechnical Report was prepared for the site by Harold Parks of Geotechnical Testing Laboratory on Sept. 16, 2003. The report was reviewed by Planning staff and appears to meet the Resource Ordinance Landslide Hazard Area Chapter requirements. The report addresses the proposed short plat following the BLA. The Report addresses the proposed building sites for construction of two single-family residences. Due to the size of the parcel, the sites will need a complete drainage and erosion control plan. The plan can be submitted with the Building Permit Applications for the residence. All of the recommendations made within the report will be made conditions of Building Permit approval. The minimum setback from side property lines is 20' and the minimum setback from easments and any road right-of-way is 25'. If you have any questions, please let me know. Thank you. 1/28/2004 3 of 3 SP12003-00247 ccAs� f+ Lo L=� 7-7-4 eSS Carl G. Johnson p Associate Broker c C LA R r Business 360-426-2646 P. M /`t Residence 360-426-8407 ��O w,��;C-w p i�( ✓C. Fax 360-426-2698 5� fr> 1-800-281-2740 Windermere Lq Cf 511e,1i0fl Windermere Real Estate/Himlie, Inc. 920 Railroad Ave., P.O. Box 729 Shelton, Washington 98584 L3 40, ESYT. FOR L 1 NE TAK E r— ROAD k UTILITY NOTE: N0. BEARING DISTANCE FND. C N. MON• 07� PURPOSES A.F.1 IRON BARS ON TOTTEN INLET ARE L1 N 25 I '35' E 284.8 365970 & 365971 LINE BARS ONLY. UPLAND OWNERSHIP L2 N 8458'05' W ]14.8 2pp4 -� �� ESAfT. FOR ROAD d IN GOV'7. L07 3 EXTENDS TO L3 N 4522'22' W 117.8 UTILITY PURPOSES L4 N 2059'34' W 193. ORDINARY HIGH TIDE. LS N 7029'44' W fl8. s ' o �12.41 TO LYNCH RD..A.F.1570832 175. 'n FI•D- 3/4' I.P. L6 N 46'18'S2" W 67. o NW COR., S 89'4227'E 1323.93 �� FND. IR L7 N 70'3fl'20' W GOV'T. L07 1 2 S 89 727' E BAR S CAP ND. LB S 51'10'04' E 1J6. w _ L9 N 5522'37' E 162. u Z o 1I46.29 `2 9 w ANGLE L 10 S 5320-22- W 374.06 C < r' H PARCEL 2�n b, 26.7� AC. r ��j L13 IRON L 11 S 14'32'45' W 48. o e 1220294700020 ` (cALC. TO R/W) `` 27885 1-12 N 17'58'56' E 155. z ,p L 13 S 8900'55' E 411.201 �y S 122 02 94 1 000 1 0 �220 CEL 3 AR L 0�� L14 S OOU6'58* E 199. NEW (p V T L 15 N 39'40'55' E 172. 9 �Q. 0 '.v -OOV'T. LOT t -�� LINE r4S �S T1 L16 S 37'03'03* W 177 2 2✓ SEC710H 29 i � � 32 _ r0' I QQ rRa1DO' I e 10. 7 \� FND. S1A�SCN ?, EXISTING JSE J �o BRASS CAP .�� N�IY ? WELLS y G 2 LINE see\ I� 4 Holman & Associates LEGEND: c Hw u<, �rGOSIY IIE. ��\�� LAND SURVEYORS -15 IRON BAR SE 1/1 I LOT 1 4� W/PLASTIC 22.96 AC. o , �V YELLOW CAP e h' _ z �, .h 15 A, Dan Holman SET PARCEL 1 h0 b� �h P u R c� O-FOUND 2• 1220294200010 �+ Fy. 5.17 AC. NOTE: I.P. U/•LESS R�0' _ �� UPLAND OMB PO BOX 2379 oTHERWrsE r24ao7 �'; 7os,3s GOV'T. LO 221 W.RAILROAD AVE., SUITE E NOTED -- ---- OFFICE 426-2990 FiD. 1 s 89-722s 7ESWT. 1 5342 TO THE /dE SHELTON,WASHINGTON 98584 SOUTH LIFE, OUTH LINE, FAX 427 5620 I.P. IN NW 1/4. SE 114 FOR INGRESS. GOV'T. LOT �ya CC EGRESS, DRAINAGE AND CID E30UNDARY LINE ADJUSTMENT UTILITY WRPOSES •��:�: CP FOR BLAA HAROLD McCLARY ET AL AP p OVED - A` IN HOLMAN & ASSOCIATES N-- 1 4, SE 1/4, (GOV'T. LOT 1) A7•D NW 1/4, SE 1/4 ALL IN SEC. 29, DIR. DEVELOPhEIJ7 PROFESSIONAL LAND SURVEYORS AND SCALE, 1"-400' \ Lip Lam!►RAILROAD, SHELTON. WA. NW 1/4, SW 1/4, (GOV'T. LOT 3) IN q/1sro41_ (206)426-2990 9E584 SEC. 28, ALL IN TWN. 20N.. R. 2W., W.M. BOO SE 230 DAWNVIEW DR., SFLELTON, WA. 98584 0 200 n 4��y N y9z0 � m N oN_STA MASON COUNTY BPS M C DEPARTMENT OF COMMUNITY DEVELOPMENT 4 O o N = Planning Division 7 N y n P O Box 279, Shelton,WA 98584 Y 0� 0 (360)427-9670 1864 Site Inspection January 28, 2004 JEFF PAINTIER TO 1840 BARNES BLVD BE KEi�j W TUMWATER WA 98512 RC THC 1 "LE Case No.: SP12003-00247 Parcel No.: 22028320482-G 13602.1 Project Description: FOR BUILDING SITE APPROVAL Dear Applicant: Pursuant to your application, a site pre-inspection (SPI)was performed on your property. Below you will find comments made regarding the proposed development and its critical values. In some cases, setbacks for development from shorelines, steep slopes, streams, and wetlands must be included in your specific proposal; these setbacks are included as part of the comments listed below. This information is based on County and State regulations as they exist to date. These regulations may change and may affect the requirements for development of the subject property. Please contact me at(360) 427-9670, ext. 360 if you have questions. Sincerely, -AL,&�_ Grace Miller Land Use Planner Mason County Planning Department 1/28/2004 1 of 3 SP12003-00247 Site Inspection 1/28/2004 Case No.: SP12003-00247 Comments: The property was inspected by Planner, Grace Miller, on January 23, 2004. The pre-inspection application is for "building site approval". The applicants have applied for a Boundary Line Adjustment, resulting parcels 3 and 4, BLA No. 95-10. The property is zoned as being within a Rural Residential 5 area. The uplands within 200' of the shoreline of Totten Inlet are regulated as an Urban Residential Shoreline within the Mason County Shoreline Master Program and as a Type I Water within the Mason County Resource Ordinance, Fish and Wildlife Habitat Conservation Areas Chapter. It appears there is a spring that drains into Totten Inlet, dividing the parcels. This may be considered a Type 5 stream but is not currently designated on the Water Type maps. The Mason County Resource Ordinance regulates Totten Inlet as a Type I Water with applicable shoreline building and development setback requirements as well as vegetated buffer requirements. If the spring and its drainage meet the criteria for a Type 5 stream, it would also have setback and buffer requirements under the same Fish and Wildlife Habitat Conservation Areas Chapter. The minimum setbacks for new construction from a Type 5 stream are a 75' vegetated buffer with an additional 15' building setback. Therefore, new structures such as the residence would need to be setback 90' from the south property line or stream. If necessary, the applicant would contact a Fisheries Biologist or Wetland Specialist to confirm if the spring's drainage would indeed meet the Type 5 stream or wetland criteria of the Mason County Resource Ordinance. Planning staff would recommend a minimum 75' vegetated buffer be kept from the drainage. Given the site plan within the geologist's report, it does not appear the 90' setback to the bulding site applies. The minimum development setback from the saltwater shoreline or ordinary high water mark (OHWM) is 100'. This is both a development setback and a vegetated buffer setback requirement. Please see the enclosed Fish and Wildlife Habitat Conservation Area Chapter of the Mason County Resorce Ordinance. This chapter contains specific information regarding those activities allowed within the buffer both with and without a permit. The 100' setback from the OHWM is closer to the shoreline than the geologist's recommended minimum setback of 100' from the landslide hazard area itself. The setback from the crest of the slope will be approximately 200'. This recommendation equates to approximately 300' from the toe of the marine bluff (OHWM) for a minimum shoreline setback. See McClary Slope B on page 7 of the Geotechnical Report. 1/28/2004 2 of 3 SP12003-00247 Site Inspection 1/28/2004 Case No.: SP12003-00247 A Geotechnical Report was prepared for the site by Harold Parks of Geotechnical Testing Laboratory on Sept. 16, 2003. The report was reviewed by Planning staff and appears to meet the Resource Ordinance Landslide Hazard Area Chapter requirements. The report addresses the proposed short plat following the BLA. The Report addresses the proposed building sites for construction of two single-family residences. Due to the size of the parcel, the sites will need a complete drainage and erosion control plan. The plan can be submitted with the Building Permit Applications for the residence. All of the recommendations made within the report will be made conditions of Building Permit approval. The minimum setback from side property lines is 20' and the minimum setback from easments and any road right-of-way is 25'. If you have any questions, please let me know. Thank you. CCe; A 6'4,(ej/t,�Z6 Se4"" 1/28/2004 3 of 3 SP12003-00247 MASON COUNTY )rJl'9 -copy PLANNING DEPT. PRE-INSPECTION APPLICATION PLEASE PRINT 1. Owner: Cameron Mcclary Applicant: Jeff S . Pantier Hatton Godat Site Address: 230 Dawnview Dr SE Applicant Address: 1840 Barnes v Owner Address: City:Turuater Sty Zip 98512 City: Shelton St wA Zip 98584 Phone:_( ) 943-1599 day Phone:_( 360 ) 426-4296 day Phone:_( evening 2. Parcel No. 2202 _ 832 _ 00020 Parcel No. 2202 _ 941 _ 00010 Lega D_ escription: Resulticiy Parcels ;3 and 4 x Planner: GB� RAM PBC SAL try Line Adjustment No. 95-•10 as .corded February 3 , 19:)5 uriue-L Auditors File No 602648 records of Mason County. 3. Purpose of Pre-Inspection : For building site approval 4. Use of Building: RESIDENTIAL 5. Do any of the following exist on or adjacent to property?: slope ® saltwater Ixi lake ! river pond I I wetland I seasonal runoff I 1 other 1 1 stream ❑ seasonal creek IXI Directions to Site: Turn right or East on Dawn View Dr SE, traveling North on Lynch . Keep right at "V" onto gravel drive , continue East on gravel road approximately 700 ' to site on the right or on the South . If the information is incomplete, then Mason County must disclaim any errors resulting from deficiencies in the 11 original application. Pre-inspection reports remain valid only until development changes occur in the vicinity which affect the lot evaluated in this inspection, or the laws regulating development of the site change after the time of inspection. Applicant Signatu Date: �2 ba3J 'M 9Zb If you would like to be on site during inspection, please check here: COOZ 6 0 330 Return application to: Department of Community Development, Planning Division P.O. Box 279 a3AI3038 Shelton, WA 98584 (360) 427-9670 Please include a $200.00 check or money order payable to Mason County Treasurer When completed, this form becomes part of the parcel,file. FOR OFFICE USE ONLY: Accepted by: Date: Please illustrate below the proposed building site in relati n o water &property lines: SRC,/WpyMyppcur msiTyp dSlufftPm-InSpedan Please illustrate below the proposed building site in relation to water and property lines.- Departmental Review (For Office Use Only) Planning Department Findings: I 1-- 1 7-7-j T/-J '& �LC4Sccc A(j 7455es5l,14� M c L /, i;I PO�cP L-71?rCarl G. Johnson � �-)R t AssociateAssociateBroker /N c C LA Q r Business 360-426-2646 p.C A ��V I tr�Z.Ci p/q VL: Residence 360- 8407 �� Fax 360-426-2698 1-800-281-2740 S Windermere m 4 C Sheltoii Windermere Real Estate/Himlie Inc. 920 Railroad Ave., P.O. Box 729 Shelton, Washington 98584 I L3 40' EH4lT. FOR L I NE TABLE r FND. CONS. AEON. 7,� ROAD !r UTILITY NOTE: NO. BEARING DISTANCE to o PURPOSES A.F.f IRON BARS ON TO7TEN 1 NLE7 AR£ L 1 N 25 31'35" E .284.8 _ 365970 do 365971 o LINE BARS ONLY. UPLAND O4N7ERSH7P L2 N 4522'OS' W 114.80 �. 153 29 t �� EWT. FOR ROAD 4 IN-GOV'T. LOT 3 EXTENDS TO L3 N 4522'22' W 117.95 s , UTILITY PURPOSES c L4 N 2059'34� W 195.29 tf7 r +12.41 ORDINARY HICK TIDE. LS N 7029'44' W fl8.29 n FND. 3/4' f.P. J TO LYNCH RD..A.F.1570832 L6 N 46'18'S2' W 175.68 � N o FND. IR L7 N 70-39'20' W 67.06 J N NW CoR"• r S 89'4227-E 1323.93_- t 1 GOV'T. L07 1 S 89 7'21' E BAR S CAP ND, LB S 51*10'04' E 136.91 LJ o 1146.29 _2 ANGLE L9 N 5522'37' E 162.50 i- L 10 S 5320'22' W 374.06 = ~ H PARCEL 2 }� 26.7f AC. ` L73 IRON L 11 S 14 12'45' W 48.08 0 1220294100020 ` (CALC. TO R/W) !�ARC L12 N 17*53'56' E 155.17 Z ,p PARCEL 3 J L 0 2'd^5 L 13 S 89170'55' E 411.20 v1 15, 1220294100010 / NEW If220 Z- L14 S OOU6'58' E 199.72 9 QO o z T�2 GOV'T. LOT 1 LINE }CS S TI 70 r '/� L15 N 39'40'S5' £ 177.01 �) SECTION 29 i L16 S 37t�3'OJ' W 177.01 32 J 0R�100' I 10.. 7 \� FIND. S I I9SON �� o NEIV�� EX I S Tl NG JSE J �a r BRASS CAP WELLSITE tP rv` 2 LEGEND: LINES \ to �t Holman Associates Nw vc, w£sr LINE. e 1 LAND SURVEYORS • -15 IRON BAR SE 114 I GOV'r. 107 1 4 I WI-PLASTIC L21 YELLOW CAP 22.96 AC. o ti ( 5 { S c• SET PARCEL 1 M1Oyh �� \1� /�( I Dan Holman 0'fCUrD 2- 1220294200010 }"' S.77 AC. I.P. UNLESS R•60' _ Ob 0qq Lw.ctc i PO BOX 2379 OTHERWISE ______-____-124�07 708.35 ` otA�Do 221 W.RAILROAD AVE., SUITE E N07ED - ----'—'- ^ � 126 2990 FND. I SOUTH L INE, S 897 £228 1 53.42 09TH L II Sk' p /A�+ F27-5620 SHELTON,WASHINGTON 98584 I.P. IN NW 1/4. SE 1214 31j' ESA(T. FOR INGRESS. GOV'T. L CID CONIC. BOUNDARY LINE ADJUSTMENT ECREss, DRAIruGE AND- C1' FOR UT IL I TY PU POSES TA Iri000 3 6 00:3"$ Cl-d HAROLD McCLARY ET AL AP OVED_,� SP(aDr)3-�OD io NE 1/4, SE 1/4I"(GOV'T. LOT 1) HOLMAN & ASSOCIATES AND NW 1/4, SE 1144 ALL IN SEC. 29, DIR DEVELOPWI'g t? PROFESSIONAL LAND SURVEYORS AhDSCALE. 1'-400' LAWBOMr RAILROAD, SHELTON, WA. NW 1/4, SW 1/4, (GOV'T. LOT 3) IN 206 426-2990 96584 SEC. 28. ALL IN TWN. 20N., R. 2W., W.W. St)0 ( ) SE 230 DAWNVIEW DR., SHELTON, WA. 98584 0 200 400 o y9zoq _ N FOREST PRACTICE BASE MAP TOWNSHIP 20 NORTH , RANGE 02 WEST ( W . M . ) SECTION 28 APPLICATION # i EB 91 08 �125 X700, FE 107 124 � I ® [� 89 123 Ilk SCALE 6000 0 1DD0 2000 3000 4000 5000 FEET 1 Mile (5x") MAP DATE: Februay 20, 1997 CONTOUR INTERVAL : 40 Feet LEGEND : See Instructions NAD 27 DISCLAIMER : See Legend Water/Wetlands including their location and class may be incorrectly displayed or not shown on the Base Map. Applicants are responsible for verification and correction• r FOREST PRACTICE BASE MAP TOWNSHIP 20 NORTH , RANGE 02 WEST ( W . M . ) SECTION 29 APPLICATION I i EB 1 ` / I � — ®I / EB 557 7p 91 I 1 � l 1 ® / / 73 / / I EB / J I � I / J 00 moo � V55 / 7 89 1 / SCALE 0 KE 2000 3000 4000 5000 6000 FEET 1 Wk MAP DATE: F&wy 20, 1997 CONTOUR INTERVAL : 40 Feet LEGEND : See Instructions NAD 27 DISCLAIMER : See Legend Water/Wetlands including their location and class may be incorrectly displayed or not shown on the Base Map. Applicants are responsible for verification and correction. Mode : INQUIRY REAL PROPERTY Auto Roll : OFF Parcel # 22028 32 90021 Rng 2 Twp 20 Sec 28 Tax Yr 2006 Taxpayer # SCHA 0220 SCHAAP, TINA T/P Chg Dt 3/07/2005 Title Owner # SCHA 0220 SCHAAP, TINA T/P Chg By DLB Contract Owner # Loan # Plat/Condo Type Code Blk Lot Unit Dock Description LOT: 1 OF SP #2965 PTN TR 2 G.L. 3 Assoc M/H S 10/115 Chg Dt 3/07/2005 Chg By DLB Chg Rs RO FS 14137 : 01A Tax Code 0155 1 309 S P3 F4 L H Land Use 9100 VAC>5AC<10AC Zoning Code Tax Stat TX TAXABLE Reval 4 Chg Rs F/P? Y Ac Land: Improved Unimproved Timberland Total Land Improvement Total AV Acres 505 5. 05 Taxable 47, 670 47, 670 47, 670 Market New/C 0/AV Mob Home AV Sub Cd Int% Sr Cit Cd Reg Exmpt O/R Regular Taxable 47, 670 Lien Date AF # As-Tx Yr App # Agr # WINDOW Command Keys : 5, 6, 7, 9, 12 Case Activity Listing ��4 8/20/2014 Case #: SP12003-00247 10:52:51AM a ��u Dc oo.-4 /l 2-6— 9SZCv Assigned Dune Achctt} Description Date I Date 2 Date 3 Hold Disp To 13N Updated Updated By SPIA010 Application Received 12/9/2003 12/9/2003 None DONE KS 12/9/2003 KS SPIA100 Site Inspection 12/9/2003 1/23/2004 None DONE GBM GBM 1/28/2004 GBM SPIA600 SPI Letter-Field Review 2/9/2004 None DONE GBM GBM 2/9/2004 GBM The property was inspected by Planner,Grace Miller,on January 23,2004.The pre-inspection application is for"building site approval".The applicants have applied for a Boundary Line Adjustment, resulting parcels 3 and 4,BLA No.95-10.The property is zoned as being within a Rural Residential 5 area. The uplands within 200'of the shoreline of Totten Inlet are regulated as an Urban Residential Shoreline within the Mason County Shoreline Master Program and as a Type I Water within the Mason County Resource Ordinance,Fish and Wildlife Habitat Conservation Areas Chapter. It appears there is a spring that drains into Totten Inlet,dividing the parcels.This may be considered a Type 5 stream but is not currently designated on the Water Type maps.The Mason County Resource Ordinance regulates Totten Inlet as a Type I Water with applicable shoreline building and development setback requirements as well as vegetated buffer requirements.The minimum building and vegetated setback requirement for development from Totten Inlet at this time is 100'from the ordinary high water mark(OHWM). If the spring and its drainage meet the criteria for a Type 5 stream,it would also have setback and buffer requirements under the same Fish and Wildlife Habitat Conservation Areas Chapter.The minimum setbacks for new construction from a Type 5 stream are a 75'vegetated buffer with an additional 15'building setback.Therefore,new structures such as the residence would need to be setback 90'from the south property line or stream.If necessary,the applicant would contact a Fisheries Biologist or Wetland Specialist to confirm if the spring's drainage would indeed meet the Type 5 stream or wetland criteria of the Mason County Resource Ordinance.Planning staff would recommend a minimum 75'vegetated buffer be kept from the drainage.Given the site plan within the geologist's report,it does not appear the 90'setback to the bulding site applies. The minimum development setback from the saltwater shoreline or ordinary high water mark(OHWM)is 100'.This is both a development setback and a vegetated buffer setback requirement.Please see the enclosed Fish and Wildlife Habitat Conservation Area Chapter of the Mason County Resorce Ordinance.This chapter contains specific information regarding those activities allowed within the buffer both with and without a permit.The 100'setback from the OHWM is closer to the shoreline than the geologist's recommended minimum setback of 100'from the landslide hazard area or crest of the slope.The setback from the crest of the slope will be approximately 100'. A Geotechnical Report was prepared for the site by Harold Parks of Geotechnical Testing Laboratory on Sept. 16,2003.The report was reviewed by Planning staff and appears to meet the Resource Ordinance Landslide Hazard Area Chapter requirements.The report addresses the proposed Short plat following the BLA.The report also contained a site plan that was used by staff to review the building site locations for two single-family residences.Due to the size of the parcel,the sites will need a complete drainage and erosion control plan.The plan can be submitted with the Building Permit Applications for the residence.All of the recommendations made within the report will be made conditions of Building Permit approval. The minimum setback from side property lines is 20'and the minimum setback from easments and any road right-of-way is 25'.If you have any questions,please let me know.Thank you. o'h a f-c l-' U). �c vt5.,4 t_ r�4 ,j_t`-_FA[ _ > s� �D Ne K,,ys = r� o ,r I(A 5 ( a cJ"— 'mot Y1d� rc t� N a p U _ 1 --' I3gelofl