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HomeMy WebLinkAboutGRD2014-00005 Cancelled - GRD Permit / Conditions - 9/21/2020 r 7 o� rill, f MASON COUNTY PERMIT IL k' Lf- DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL OMD5 WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352 PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352 LAND MODIFICATION PERMIT OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: f�i�CL1QI�C1 li�+G� NAME: �A�/Y�G�tll�0N;�,-r�� MAILING ADDRESS: -fWpvw tVru,,6Wrry ,JLg4 MAILING ADDRESS: g14O11 CITY: STATE: UA, ZIP: 5Fe CITY: e STATE: Gtl/} ZIP:fgSZ� PHONE: 76o-6 yB-4dooCELL: PHONE:�ao-Z7S-739o¢CELL: ,;%o-Z o4 -z,.3 EMAIL:�.obrnfir� a(� ©r�t4r�-i'�oeds. G���'�? EMAIL : L&I REG# — EXP. -.,L / PARCEL INFORMATION: i2 3 24_,¢.N oap 8 10'1 a d PARCEL NUMBER(12 DIGIT NUMBER) 12 1- oe PeDyo FIRE DISTRICT_. LEGAL DESCRIPTION(ABBREVIATED op SITE ADDRESS /l�►j A/,(i/� ,GA/JG CITY DIRECTIONS TO SITE ADDRESS IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO><., WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION ? YES ❑ NO❑ TYPE OF JOB: EXCAVATION ❑ FILLING ❑ GRADING' CUTTING ❑ OTHER ❑ TOTAL SIZE OF PARCEL 40.(p3 CRE /SQ FT SIZE OF AREA TO BE EFFECTED C>43 EE>QFT ESTIMATED AMOUNTY OF CUBIC YARDS SSOO DOES THE SITE HAVE SLOPES 14%OR GREATERYES[] N(K DES IBE SCOPE OF WORK C?rwCd1 S r r � r ��/ WILL FILL BE BROUGHT ON SITE? IF YES,SITE ADDRESS: AAWh al4l Too Sa%l - hA "r WILL EXCAVATED MATERIAL BETAKEN OFF SITE? IF YES,SITE ADDRESS: !6A'02_ DOES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? / J ` YES ❑ NOK HAS A SOILS REPORT BEEN COMPLETED ON SITE?IF YES, INCLUDE A COPY.-`�U +- rGh YES❑ N WILL PROPSAL RESULT IN REDIRECTION OF ANY SURFACE WWATER RUNOFF? YES❑ NO'g_ WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES ❑ NO'< WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YES❑ NOg..- WILL THE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS,CURTAIN DRAINS OR OTHER DEVICES? YES ❑ NO;P�-- D )BE REPLANTED UPON COMPLETION? —L-�t�'►e>✓f'�a�� Q1°�/ YES XNO❑ i� L-IT �OPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURREN L S� -PT IN - ❑ NO M `JS flE flj�WITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETL ? S NO K 426 O,W�1�(R14� ER acknowledges submission of inaccurate information may result inrsAK6"pe i tion. Ac``�K(�r}}ppi�gement of such is by signature below. I declare that I am the owner, ownersal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permittapplication becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPE N. NACTIVI Y OF IS PERMIT APPLICATION OF 180 DAYS WILL INVALI�TATE PPLICATION. x _ r Signature of Ap li n Date X Pei ,Yl el�4(1101Q�1 '�P'5 OWNER/ PRESENTATIVE ONTRACTOR rint Name (CIRCLE CATE) r �S CpU MASON COUNTY PERMIT �VJ - DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352 rc;.r PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352 LAND MODIFICATION PERMIT OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: NAME: 1-7,7,-4 MAILING ADDRESS: .¢"d.yw 14L.,,Aorr :/l,Pn( MAILING ADDRESS: 2r/G/S/B CITY: STATE:_ZIP: Jrbr383 CITY: e, STATE: /,a,+ ZIP:W.5Z PHONE: Ffpo-6qB-40CCELL: PHONE:,-J�,o,Z7S-73;4-CELL: ,moo-Zo47Z3,F� EMAIL:�p 1�� (g? ©r�t.t►-�-coeds. ae.),-V EMAIL :�F `l A)wd we,ca A,16.e o r✓! L&I RE G# — EXP. _.,L / PARCEL INFORMATION: !2 3 24-,¢h 000 8'/ PARCEL NUMBER(12 DIGIT NUMBER) _ /- oe7eDYO FIRE DISTRICT_ LEGAL DESCRIPTION(ABBREVIATED): err SITE ADDRESS_/gyp /Sly�/r`� 140c CITY DIRECTIONS TO SITE ADDRESS - Ol Nrlst� IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM ❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES[] NO� WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION? YES ❑ NO ❑ TYPE OF JOB: EXCAVATION ❑ FILLING ❑ GRADING CUTTING ❑ OTHER ❑ TOTAL SIZE OF PARCEL Q.Cp 3 GE)/SQ FT SIZE OF AREA TO BE EFFECTED O,A 3 CRES Q FT ESTIMATED AMOUNTY OF CUBIC YARDS .5-0c) DOES THE SITE HAVE SLOPES 14%OR GREATER S❑ NO,< ff DES BE SCOPE OF WORK V e r /7TP r re d /z/a WILL FILL BE BROUGHT ON SITE? IF YES,SITE ADDRESS: Ae2zhrull41 T,D S-�nl/ - Bt-Y"1 //^ WILL EXCAVATED MATERIAL BETAKEN OFF SITE?IF YES,SITE ADDRESS: c;;;QAV-P— DOES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? / • -- 1 YES ❑ NO HAS A SOILS REPORT BEEN COMPLETED ON SITE?IF YES,INCLUDE ACOPY. f !Oh YES ❑ N WILL PROPSAL RESULT IN REDIRECTION OF ANY SURFACE WWATER RUNOFF? YES ❑ NO$ WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES ❑ NO K WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YES ❑ NOg..._- WILL THE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS,CURTAIN DRAINS OR OTHER DEVICES? YES ❑ NO;E;-.- BE REPLANTED UPON COMPLETION? —Lst��t�a/�'e �'� YES 5rNO❑ L-THE OPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES ❑ NO M T Sff M 1`i WITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETLAND? YES ❑ NO�5 OWN / ,14PER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. 426 �Ac I dgemenl of such is by signature below. I declare that I am the owner, owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPE >N.aNACTIVI Y OF IS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE T E APPLICATION. X / s� iA� rS/a 04— Signature of Ap li n Date X A4f' G�u��1�/�Iy/� OWNER/ PRESENTATIVE ONTRACTOR Print Name ( CL ICATE) Pryor (rC4T� MASON COUNTY PERMIT l K ," ql > • DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING.PLANNING•FIRE MARSHAL cx JJ5 WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 -it Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352 PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352 LAND MODIFICATION PERMIT OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: ©",CLja G LG� NAME: /-7,q/- MAILING ADDRESS: y JI,P. MAILING ADDRESS: ZioeSt� .a/iee �{�ef� CITY: STATE: 6.04 ZIP:5Fggt�P3 CITY: e STATE: e(JA- ZIP: ,Z PHONE: ?6o-69B-40cCELL: PHONE:.-275-73s-4-CELL: ,%o-Zo4 -7,3S� EMAIL: �o6.^n�.-� j ercp-Roods. C EMAIL : p `j wa W.c. /a A-'r-en w1 L&I REG# — EXP. PARCEL INFORMATION: i2 3 Zq-,¢N 00o 9/ PARCEL NUMBER(12 DIGIT NUMBER) _ J- a0eDY0 FIRE DISTRICT_ LEGAL DESCRIPTION(ABBREVIATED : dh SITE ADDRESS—/�iip /S!�ele,44rf CITY DIRECTIONS TO SITE ADDRESS IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES[] NO>�_' WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION? YES ❑ NO❑ TYPE OF JOB: EXCAVATION ❑ FILLING ❑ GRADING CUTTING ❑ OTHER ❑ TOTAL SIZE OF PARCEL Q.(p 3 CRE /SQ FT SIZE OF AREA TO BE EFFECTED C)4 3 CRES Q FT ESTIMATED AMOUNTY OF CUBIC YARDS DOES THE SITE HAVE SLOPES 14%OR GREATER S❑ N(,K • 11 DESCRIBE SCOPE OF WORK �r�zo�• s �77P r WILL FILL BE BROUGHT ON SITE? IF YES,SITE ADDRESS: Ah nraloy T,o '_�cv/ - bw ir WILL EXCAVATED MATERIAL BETAKEN OFF SITE?IF YES,SITE ADDRESS: �v A4Q DOES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? YES ❑ NO HAS A SOILS REPORT BEEN COMPLETED ON SITE?IF YES,INCLUDE A COPY.—� YES ❑ N WILL PROPSAL RESULT IN REDIRECTION OF ANY SURFACE WWATER RUNOFF? YES ❑ NOW WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES ❑ NO'j<. WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YES ❑ N0g_ WILL THE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS,CURTAIN DRAINS OR OTHER DEVICES? YES ❑ NQ;�S-_ II �BE REPLANTED UPON COMPLETION? —L�tn o�tGe/��' �iO / YES XNO❑ L POSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES ❑ NO JZ M �S ff fff WITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETLAND? YES ❑ NO 426 ^Yi O)NN \4PER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Ad*r}p�Y,,ISdgement of such is by signature below. I declare that I am the owner, owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPE N. N,A/CTI/VI OF IS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X /� Ay� CC�iI/ Signature of Ap li n Date X f aJ a/ad(Q�� OWNER/ ,PRESENTATIVE ONTRACTOR Print Name ( CL ICATE) Rige Allan Borden Fwd. Re. Taco Bell Site - Site Plan Permit review Alan, Loretta said she has not seen the Taco Bell Site Modification Permit information yet. She has to review the access and the storm drainage. She is going on vacation the rest of the week. Do you suppose you could get that information over to her ASAP for review.The folks here in Belfair are really looking forward to those great tacos. Thanks Pat McCullough, PE 210 Cherokee Beach Rd NE Belfair, WA 98528 (360) 275-7384-Office (360) 204-2356-Cell path@wavecable.com A 604� file:///C:/Users/ahb/AppData/Local/Temp/XPgrpwise/53 9EB 2EEMasonmai... 6/16/2014 file:///C:/Users/ahb/AppData/Local/Temp/XPgrpwise/53 9ED071 Masomnail... 6/16/2014 Page 1 of 2 Trish Wooled - Re: Taco Bell review From: Loretta Swanson To: Borden, Allan; Coker, Debbera; Woolett, Trish Date: 7/16/2014 10:39 AM Subject: Re: Taco Bell review CC: Adkins, Barbara; Matthews, Brian; McFadden, Melissa; Moore, Tom; Ril... Thanks Debbie and Allan for the feedback. After our meeting this morning, I am comfortable with releasing the grading permit. A revised set of plans and report will be prepared and submitted shortly, but no need to hold the permit from my perspective until receiving the revised submittals. . The new and existing water/sewer lines will not conflict with storm improvements. . The treatment and flow control facility selections meet our local code requirements, 2005 DOE Manual and are consistent with the 2012 LID Manual. . Pervious concrete will be used extensively throughout the project and no runoff is expected to leave the property (although an emergency overflow is provided to the Reid property). . Prior to issuing final occupancy, a recorded Operation and Maintenance (O&M) Agreement will be provided and a more detailed 0&M Plan will be prepared by the engineer and provided to the Owner. . I highly recommend that the engineer of record (or reporting to) be available for construction inspection and quality assurance/control services during sub-grade preparation, placement of the storage bed material and pervious concrete, and curing. It is my understanding that the contractor to be used will have experience with pervious concrete placement. Please let me know if you have questions, concerns or need anything further. Thanks! Loretta Loretta Swanson Technical Services Manager 100 W Public Works Drive Shelton, WA 98584 (360)427-9670 Ext. 769 >>> Allan Borden 7/15/2014 5:21 PM >>> Loretta: Initial feedback: Site is at edge of type II CARA; soils are Everett gravelly sandy loam, which drain readily and hard to retain water in soil profile. Due to presence of drive-thru near road property lines, Landscape of type B with some shrub and trees at 25 ft. depth from property line to driveways or buildings (MCC 17.21.30); may be appropriate to treat stormwater in part in the amended soils that are part of the landscaping areas. Allan Borden Planner - Long Range & Site Inspection 426 W. Cedar St., Shelton, WA 98584 (360) 427-9670 ext. 365 file:///C:/Users/TrishW/AppData/Local/Temp/XPgrpwise/53C65651 Masonmai11001626B... 7/18/2014 Page 2 of 2 >>> Loretta Swanson 7/15/2014 4:38 PM >>> Hi all, This is a quick status report regarding the storm review for Taco Bell. I am meeting with Pat McCullough tomorrow morning at 9:00 am to go over some questions and comments I have regarding the storm plans. A couple of items relate to DCD: Infiltration for the drive-through area is proposed directly adjacent to the building foundation. Storm design usually requires a 10' setback from structures. I will ask Pat to address why it is OK to be less than 10' and approve from a stormwater review standpoint, unless building department has any heartburn with this. Allan: where is the required landscaping? Need to know this to make sure setbacks are maintained. I also checked to see if any critical areas - Class II aquifer recharge area? This is important for selecting treatment facilities. I will also ask Pat about water and sewer service and burial depths. Need to make sure that we do not have any utility conflicts. Anything else I am missing from your perspectives? After done meeting with Pat I will finalize my review and let you know if the grading permit can be released from a stormwater perspective. Thanks, Loretta I Loretta Swanson Technical Services Manager 100 W Public Works Drive Shelton, WA 98584 (360) 427-9670 Ext. 769 file:///C:/U sers/TrishW/AppData/Local/Temp/XPgrpwi se/5 3 C 6 5 6 5 1 Masonmail1001626B... 7/18/2014 Ooppot .XE WA T ERLINE vw AB �� � ��=CUSS f/lL.i _. ,_ � � Jj � :. • .� - ATE; 4 kR VATUR WATER kI1, TA 40 2,C Or 7 �• t } z Pat McCullough i From: Boone, Karen [BooneK@wsdot.wa.gov] Sent: Monday, March 17, 2014 2:10 PM To: Severson, Dale Cc: Pat McCullough Subject: RE: SR 3 Belfair Taco Bell Hi Dale— I do not see any reasons why this wouldn't work and I think this is a good compromise. We can update the plans to construct the curb cut once we receive the Station. Pat— How do you want to handle the area behind the sidewalk? We can do minimal improvements to tie the driveway back down, but will not be able to do all the work. Let's coordinate to make sure the development and road work line up. Dale— Do you want us to redo the ACP or will your office handle that? Karen From: Severson, Dale Sent: Monday, March 17, 2014 12:17 PM To: Boone, Karen Cc: Pat McCullough Subject: SR 3 Belfair Taco Bell Hi Karen, On that last email with this attachment I hit send before I wrote any email message. Pat McCullough just left my office and I'm OK with this later proposal as tweaked below. Basically a full movement access as shown with their exit drive thru lane not having direct SR 3 access. I also suggested maybe their access be a little wider, say 30 feet or 15' in lane and 15' exit lane, so the drive thru lane has a little more turning radius room, as well the vehicles coming to and from SR 3. Pat said he would send you the stations soon. So you OK with this compromise? I'm OK with it. Thanks Dale 1 MASON COUNTY DEPARTMENT OF PUBLIC WORKS 100 W PUBLIC WORKS DRIVE SHELTON, WASHINGTON 98584 Phone(360)427-9670 ,Y450 Fax(360)427-7783 July 16,2014 MASON COiJ1��R'Y MISSION The mission of Mason County Government is to Mr. Pat McCullough,PE provide essential& Engineering Services Associates,Inc. mandated services which 210 NE Cherokee Beach will preserve & benefit the Belfair,WA 48528 health,safety,&welfare of the general public in a professional and courteous manner through the effective RE: GRD2014-00005 and equitable management of available public resources. Dear Pat, Mason County recognizes that its emplo),ees& Thank you for the site plans,storm drainage report and review checklist for the proposed Taco volunteers are the Bell in Belfair and meeting with me today. Based on our conversation,1 am recommending foundation upon whicli these services are provided. release of the grading permit with the understanding that revised plans and drainage report will be submitted addressing the following: Submittal Package 1. Your cover letter indicates a copy of Marley Young's stormwater report for the existing detention and infiltration pond serving Reid Realty was included, I did not have a copy to review. Could you please provide another for informational purposes? 2. The cover letter also indicates six—five foot deep—soil logs were obtained February 2014 and groundwater was encountered 36 to 42 inches below the ground surface. Wnek Engineering prepared an infiltration report(Appendix A)indicating five tests were performed April 30,2014, Please include a brief narrative in the soils section of the drainage report describing your February observations. Storm Drainage Report 3. Figures 1-4 were difficult to read. 4. The project location and description sections could be expanded to include information confirming the appropriateness of infiltration for flow control and clarifying treatment facility selection(building square footage,expected ADT,pollutants of concern,local plans and/or regulations with specific requirements,etc.). 5. Please modify Figure 3 to indicate general flow direction if infiltration is not fully achieved. Where is the overflow location and where is the downstream facility receiving the overflow located? The narrative on page 4 describes this but Figure 3 does not include the information. cC Ilo h M u u July 16,2014 . .: : ... ..::: .:.:. ... . Page 2 :•.. :. . :;,'..:..: ...'::: :: :: .. ;::.:. . 6. Please include a summary table identifying threshold discharge areas,impervious surface totals,pollution-generating impervious surfaces and pollution-generating pervious surfaces to verify application of flow control and treatment facilities. 7. Please include a brief summary of how you arrived at the selected water quality treatment method(Figure 2.1,Volume V of Ecology Manual)and address development qualifying as a"high use site". Also include discussion of applicable source control measures(see Volume IV of Ecology Manual for operational and structural measures;preventive maintenance, grease trap,etc.)for the proposed development. , 1 Plan Sheets 8. Infiltration facilities are to be located ten feet from structures. The proposed design has a stretch of the drive-through located less than one foot from the building at an elevation between the finished floor elevation and native sub-grade. While not a large dl contributing area,please address whether adequate protection from sub-grade saturation under and near the building in the vicinity of the drive-through will exist... 9. Sheet C7 porous concrete paving section note 4. indicates that washed river rock is acceptable. Recommend specifying crushed as most of the storage is placed as fill with little to contain the material. For areas where 12"depth is specified,will you,require ' placement of maximum 8"lifts and compaction? Construction Oversight From your description it sounds as though you will have experienced contractors for sub-grade : preparation and placement of porous concrete. However,I highly recommend that the engineer of record(or reporting to)be available for construction inspection and quality assurance/control services during sub-grade preparation,placement of the storage bed material and pervious concrete,and curing. Thanks for the thorough application and submittal and we look forward to a quality project!:: . . g PP � � q tY P J Please do not hesitate to call or email if you have any questions or need additional information Sincerely, Loretta Swanson Technical Services Manager , Cc: File Department of Community Development Page 1 of 2 Allan Borden - Re: Taco Bell review From: Loretta Swanson To: Borden, Allan; Coker, Debbera; Woolett, Trish Date: 7/16/2014 10:39 AM Subject: Re: Taco Bell review CC: Adkins, Barbara; Matthews, Brian; McFadden, Melissa; Moore, Tom; Ril... Thanks Debbie and Allan for the feedback. After our meeting this morning, I am comfortable with releasing the grading permit. A revised set of plans and report will be prepared and submitted shortly, but no need to hold the permit from my perspective until receiving the revised submittals. • The new and existing water/sewer lines will not conflict with storm improvements. • The treatment and flow control facility selections meet our local code requirements, 2005 DOE Manual and are consistent with the 2012 LID Manual. • Pervious concrete will be used extensively throughout the project and no runoff is expected to leave the property (although an emergency overflow is provided to the Reid property). • Prior to issuing final occupancy, a recorded Operation and Maintenance (O&M) Agreement will be provided and a more detailed 0&M Plan will be prepared by the engineer and provided to the Owner. • I highly recommend that the engineer of record (or reporting to) be available for construction inspection and quality assurance/control services during sub-grade preparation, placement of the storage bed material and pervious concrete, and curing. It is my understanding that the contractor to be used will have experience with pervious concrete placement. Please let me know if you have questions, concerns or need anything further. Thanks! Loretta Loretta Swanson Technical Services Manager 100 W Public Works Drive Shelton, WA 98584 (360)427-9670 Ext. 769 >>> Allan Borden 7/15/2014 5:21 PM >>> Loretta: Initial feedback: Site is at edge of type II CARA; soils are Everett gravelly sandy loam, which drain readily and hard to retain water in soil profile. Due to presence of drive-thru near road property lines, Landscape of type B with some shrub and trees at 25 ft. depth from property line to driveways or buildings (MCC 17.21.30); may be appropriate to treat stormwater in part in the amended soils that are part of the landscaping areas. Allan Borden Planner- Long Range &Site Inspection 426 W. Cedar St., Shelton, WA 98584 (360) 427-9670 ext. 365 file:///C:/Users/ahb/AppData/Local/Temp/XPgrpwise/53C65651 Masomnail... 7/16/2014 Page 2 of 2 >>> Loretta Swanson 7/15/2014 4:38 PM >>> Hi all, This is a quick status report regarding the storm review for Taco Bell. I am meeting with Pat McCullough tomorrow morning at 9:00 am to go over some questions and comments I have regarding the storm plans. A couple of items relate to DCD: Infiltration for the drive-through area is proposed directly adjacent to the building foundation. Storm design usually requires a 10' setback from structures. I will ask Pat to address why it is OK to be less than 10' and approve from a stormwater review standpoint, unless building department has any heartburn with this. Allan: where is the required landscaping? Need to know this to make sure setbacks are maintained. I also checked to see if any critical areas - Class II aquifer recharge area? This is important for selecting treatment facilities. I will also ask Pat about water and sewer service and burial depths. Need to make sure that we do not have any utility conflicts. Anything else I am missing from your perspectives? After done meeting with Pat I will finalize my review and let you know if the grading permit can be released from a stormwater perspective. Thanks, Loretta Loretta Swanson Technical Services Manager 100 W Public Works Drive Shelton, WA 98584 (360) 427-9670 Ext. 769 file:///C:/Users/ahb/AppData/Local/Temp/XPgrpwise/53 C65651 Masonmail... 7/16/2014 From: Allan Borden To: Barbara Adkins; Debbera Coker; Loretta Swanson; Trish Woolett CC: Brian Matthews; Debbie Riley; Melissa McFadden; Tom Moore Date: 7/15/2014 5:21 PM Subject: Re: Taco Bell review Loretta: Initial feedback: Site is at edge of type II CARA; soils are Everett gravelly sandy loam, which drain readily and hard to retain water in soil profile. Due to presence of drive-thru near road property lines, Landscape of type B with some shrub and trees at 25 ft. depth from property line to driveways or buildings (MCC 17.21.30); may be appropriate to treat stormwater in part in the amended soils that are part of the landscaping areas. Allan Borden Planner - Long Range & Site Inspection 426 W. Cedar St., Shelton, WA 98584 (360) 427-9670 ext. 365 >>> Loretta Swanson 7/15/2014 4:38 PM >>> Hi all, This is a quick status report regarding the storm review for Taco Bell. I am meeting with Pat McCullough tomorrow morning at 9:00 am to go over some questions and comments I have regarding the storm plans. A couple of items relate to DCD: Infiltration for the drive-through area is proposed directly adjacent to the building foundation. Storm design usually requires a 10' setback from structures. I will ask Pat to address why it is OK to be less than 10' and approve from a stormwater review standpoint, unless building department has any heartburn with this. Allan: where is the required landscaping? Need to know this to make sure setbacks are maintained. I also checked to see if any critical areas - Class II aquifer recharge area? This is important for selecting treatment facilities. I will also ask Pat about water and sewer service and burial depths. Need to make sure that we do not have any utility conflicts. Anything else I am missing from your perspectives? After done meeting with Pat I will finalize my review and let you know if the grading permit can be released from a stormwater perspective. Thanks, Loretta Loretta Swanson Technical Services Manager 100 W Public Works Drive Shelton, WA 98584 (360) 427-9670 Ext. 769 From: Allan Borden To: Debbera Coker Date: 7/2/2014 5:07 PM Subject: Taco Bell or Orchard LLC grading permit Debbera: I have reviewed the Orchard LLC grading permit GRD2014-00005 and have signed off with conditions. Loretta Swanson should have comments or conditions to add once her evaluation is done (she is considering infiltration and porous pavement options). The permit is with the Permit Managers. Allan Page 1 of 1 Allan Borden - Taco Bell Belfair - Permit Application From: Zach Wolpa <zwolpa@cross2dg.com> To: "AHB@co.mason.wa.us" <AHB@co.mason.wa.us> Date: 5/27/2014 10:03 AM Subject: Taco Bell Belfair - Permit Application Allan, The drawings,forms, and application for the proposed Taco Bell at Clifton LN and SR3 should arrive at your office today. I wasn't sure what to do about the fee, if you give me the number, I'll have a check overnighted. Please also let me know if you have any questions, comments, concerns, and/or if you need any additional information or if there is anything I can do to help. Thanks again, Zach Zachary Wolpa v Architectural Designer Cross 2 Design Group 2476 Westlake Ave N Suite #102 Seattle, WA 98109 T: (206)-283-0066 C: (720)-394-2021 F: (206)-283-0972 www.cross2dq.com Lek 4 file:///C:/Users/ahb/AppData/Local/Temp/XPgrpwise/53 8463 OFMasonmail... 5/27/2014 r AB CATER t , 'WATER- WATER M. _ { Yy JTA r C Y �� or � i Z jP0 MCCullough From: Boone, Karen [BooneK@wsdot.wa.gov] Sent: Monday, March 17, 2014 2:10 PM To: Severson, Dale Cc: Pat McCullough Subject: RE: SR 3 Belfair Taco Bell Hi Dale— I do not see any reasons why this wouldn't work and I think this is a good compromise. We can update the plans to construct the curb cut once we receive the Station. Pat— How do you want to handle the area behind the sidewalk? We can do minimal improvements to tie the driveway back down, but will not be able to do all the work. Let's coordinate to make sure the development and road work line up. Da►e— Do you want us to redo the ACP or will your office handle that? Karen From: Severson, Dale Sent: Monday, March 17, 2014 12:17 PM To: Boone, Karen Cc: Pat McCullough Subject: SR 3 Belfair Taco Bell Hi Karen, On that last email with this attachment I hit send before I wrote any email message. Pat McCullough just left my office and I'm OK with this later proposal as tweaked below. Basically a full movement access as shown with their exit drive thru lane not having direct SR 3 access. I also suggested maybe their access be a little wider, say 30 feet or 15' in lane and 15' exit lane, so the drive thru lane has a little more turning radius room, as well the vehicles coming to and from SR 3. Pat said he would send you the stations soon. So you OK with this compromise? I'm OK with it. 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