The URL can be used to link to this page

Home My WebLink AboutGRD2005-00007 350-500 cy - GRD Permit / Conditions - 4/29/2005 Inspection Line(360)127-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 IP14 Shelton, WA 98584 LAND MODIFICATION BUILDING PERMIT GRD2005-00007 OWNER: EARL LINCOLN RECEIVED: 3/24/2005 CONTRACTOR: EARL LINCOLN CONSTRUCTION, INC LICENSE: EARLLC*288NC EXP: 12/27/2006 ISSUED: 4/29/2005 ENGINEER: LICENSE: EXP.- EXPIRES: SITE ADDRESS: 23552 NE STATE ROUTE 3 BELFAIR PARCEL NUMBER: 123294390173 LEGAL DESCRIPTION: TR 17-B OF SW SE LOT: 3 OF SP#1852 23554 NE PROJECT DESCRIPTION: DIRECTIONS TO SITE: EXCAVATION -APPROX 350-500 C.Y., also includes installation of EAST SIDE OF SR 3, SOUTHERLY OF INTERSECTION WITH THE OLD stormwater features/drainage Swale. BELFAIR HIGHWAY. Inspection Area: Fill?: No Comp. Plan Desig.: Urban Growth Grading?: Yes IRO Desig.: Cutting?: Yes Shoreline Desig.: Not Applicable Area Graded: SEPA?: No Cubic Yards: 499.00 FEES Type By Date Amount Receipt Grading Plan Check Fee CMH 3/24/2005 $37.00 B12005000 Planning Review Fee CMH 3/24/2005 $155.00 612005000 Grading Permit Fee TLG 4/29/2005 $107.00 S22005000 UFC Plan Review TLG 4/29/2005 $18.50 S22005000 Total $317.50 GRD2005-00007 Please refer to the following page(s)for conditions of this permit. 1 of 4 CONDITIONS FOR GRD2005-00007 1) All upland areas distulbed gr newly created by construction activities shall be seeded, vegetated or given some other equivalent type of protection against erosion. X z C. (� 2) Proper disposal of co struction debris must be on uplands, in such a manner that debris cannot enter wetlands or cause water quality degradation of adjacent waters. X �` J, 3) Approved per site plan and topographic cross-section. X 4) Access Roads to the site must not be degraded as a result of work. X U 5) A 20 foot wide fire apparatus access road is required to extend within 150 feet of any portion of the exterior walls of the building. An unobstructed vertical clearance of 13 feet, 6 inches is required. Dead-end fire apparatus access roads longer than 150 feet are required to have an approved turnaround. The maximum grade of a fire apparatus access road is 14%. X -1y 5�') 6) PURSUANT TO 1997 UNIFORM BUILDING CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE, BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS. X Z. 0 . 7) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREAS THE VE OCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAYx yy The escape of silt or mud from the applicant's property will be considered a violation of County and State water quality protection regulations. X ,,�o C,z 8) ALL CLEARING,CUTTING, GRADING, EXCAVATING, TERRACING, FILLING AND SIMILIAR WORK WILL BE REGULATED BY THE REQUIREMENTS PURSUANT TO THE MASON COUNTY GRADING PERMIT STANDARDS ADOPTED BY RESOLUTION 141-96 and MASON COUNTY CODE, TITLE 14, CHAPTER 14.44 X GRD2005-00007 Please refer to the following page(s)for conditions of this permit. 2 of 4 9) This permit is limited to land modification activities involving contouring of building pad, parking areas and stormwater development/installation of stormwater features and drainage swales. Separate permits for retaining walls are required prior to construction. Any materials stockpiled on site for f;undation backfill will be of suitable material as determined by the engineer of record and shall be protected from creating sedimentation or erosion problems on adajacent properties. X � � �. X 10) The owner/applicant shall provide to Mason County inspection reports prepared by the engineer of record, complying with the requirements as noted in Chapter 14.44, Section 14.44.220 through 14.44.230. X 11) Cut lland fill slopes shall be setback from site boundaries in accordance with Section 14.44.190. XC. .0. "f 12) The owner/applicant shall complete the O & M Declaration of Covenants form associated with privately maintained storm drainage facilities and record the signed, notarized copy with the Mason County Auditors office and deliver a copy of the recorded document to Public Works for monitoring and administration before project completion. X"-0 </-)"e X�� 6- f 13) Where a portion of the facility or building hereafter constructed is more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided. X A fire protection system may be required dependant on the proposed use or future use or expansion of the building. X,-j::7 Fire apparatus access roads standards chapter 14.17 of the Mason County Building Code shall be adhered to, see attached. X This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. OWNER OR AGENT: I /2AXX __ DATE: L GRD2005-00007 Please referto the following page(s)for conditions of this permit. 3 of 4 LINCOLN OFFICE SITE JA DRAINAGE REPORT RECEIVED 1',cArff1(4' By: Pat McCullough, P.E. 'MAR 3 12005 4/6/95 3ELFAIR OFFICE EXISTING CONDITIONS: A topography map of the existing site has been included in the submittals. The site has an average grade of 10%. The soil is of the Everett Gravelly Loam series and is fairly previous in an undisturbed condition. Unfortunately, the site has been disturbed by grading and excavating which has tended to mix fines in with the existing soils and reduce its porosity. A CN number of 82 was chosen for the site based on the existing condition of the site. PROJECT PHASING: The rroject will be built in two phases. Phase One will include the construction of Building No. One locatea at the top of the site. This structure will be used for a real estate office for,,, Earl Lincoln Real Estate and possibly one other general office tenant. Building One will have 2304 square feet of gross leasable floor area and occupy a foot print of 1153 square feet and a roof area of 1400 square feet. Building Two is located on the lower end of the site and will be used for general office. It will have a gross leasable area of 5466 square feet with a foot print of 2733 square feet and a roof area of 3200 square feet. It is proposed to construct the drainage system in two phases. A 20 foot wide by 30 foot long by 3 feet deep earth detention and sedimentation pond will be built to accommodate the runoff form Building One parking lots. (The upper two parking lots will be built for Build- ing One.) The side slopes of this pond will be 3:1 and it will be fenced for safety purposes. When Building Two is constructed the drainage system will be expanded by abandoning the temporary pond and installing 120 feet of 48 inch diameter CMP and a 185 feet of 4 foot wide (bottom width) grass lined swale to detain and treat the drainage for the entire site. The grass lined swale will have 2 - 2 inch outlet pipes and an overflow weir. At 6 month storm flows the swale will serve to filter the runoff which will flow through the swale at a maximum depth of 6 inches. At higher flows the swale will serve as a detention pond and a bio filter. DESIGN PARAMETERS: Design Storms: 6 Month (Water Quality) Storm: 2.4 inches of rainfall in 24 hours. 2 Year Storm: 3.75 inches of rainfall in 24 hours. 10 Year Storm: 5 inches of rainfall in 24 hours. 100 Year Storm: 7 inches of rainfall in 24 hours. Soil Types on Site: Disturbed Class B soils which were assigned a uniform CN number of 82 due to the slopes and fines mixed in with soils. 2 Down Stream Conditions: The water leaves this site and flows to a 24 inch cross culvert located at the West property line, thence across highway 3, thence down a small stream to a catch basin and 12 inch culvert, thence under the Belfair Cafe's parking lot to a 36 inch culvert, thence into a stream, thence into Hood Canal. There has been a history of flooding of the downstream properties in the past. Recently, some improvements were made to improve the entrance capacity of the 12 inch culvert under the Belfair Cafe's parking lot. It appears that the system is still not of sufficient capacity to handle the existing flows. In response to the substandard existing conditions and current Mason County regulations, we have designed a storm water collection and treatment system that releases storm water at flow rates slower then the existing flow rates for a 24 hours design storm. HYDRAULIC COMPUTATIONS: The Water Works Computer Software, Version 4.06 was used to analysis the existing and purposed drainage conditions.The nomenclature for the various components of the system in the computer model is as follows: EXIST = The existing watershed - defined as the boundaries of the property. The existing watershed does pretty much follow the property boundaries except for the Southeast corner where there is a drainage that comes down the hill from adjoining property. A catch basin will be installed to collect the off site drainage and carry it down to the roadway ditch before it mixes with the storm runoff from the site. PHASEI= The watershed for the phase one development consisting of Building No. One, the entrance roadway and the upper two parking lots. PHASE2= The watershed for the total developed property. ROOF1= The watershed for the Building One roof drainage. ROOF2= The watershed for the Building Two roof drainage. PIPE1= The 120 feet of 48 inch CMP detention culvert. SWALE= The 185 foot long 4 foot wide, 1.5 feet deep combination grass swale and deten- tion pond with 2:1 side slopes. POND1= The temporary detention pond for the phase 1 drainage. OR1= the multiple orifice discharge structure for PIPE1, consisting of a 4 inch orifice at elevation 94.5, a 4 inch orifice at elevation. 97.5 and a 6 inch orifice at elevation 99.5. COMB1 = A discharge structure for the swale consisting of W1 - a overflow weir set at elevation 93.75 and SWALE - 2, 2 inch, outlet controlled culverts set at elevation 92.5. COMB2= A discharge structure for POND1 consisting of a 4 inch culvert called TEMPLO set elevation 97.0 and an 8 inch culvert called TEMPHI set at elevation 98.5. t ta Z-4gai glP s s s a s a JA • ra �I Al 96 v 9 o Q6 Cie V • � ij PG • J � 4� D ��x � m i• ♦ d L� 0 n ' 1 rn - 'a 8 Ry$��pp Ss`�t'ViQ`S d ; nsfbb�,•S�Q C :R s AAAA PHI a � i On o ,n �y A 8 O W a H P gi ~ C z �1 N 1i H D 1 oir Y► 6 D �I ee a I ' Ii p 1 S W'3r2,•F b z ?e D z 6 � i OTT; a$�9 Qgga'av�95a � All Fs,NF R jj �• eIRAIt N _ • ' 1 22 MT f• 29 rw fra •fw1•SA1KT d cot OM e1ENo 40PF2 Nro _ jy wost�nN9 N ALL .mr om¢m-awno a a na ,� nw cr,sua .a rrm Aw.o ,��r-,.'j:,y,',a�,�- 2. ffM� !ntf D.Wi f r>D fytlW.P/rV. RIT PM$TA.3.26ot TYPICAL ENTRANCE ROAD SECTION A G -7 00 r STA. 1.17.6E F1CV:9S14 w r r ate` PARKING LOT NTERSECTKN 1 2 r�s•� Y� 2 �i��w OF TANK �`. ELEV. 96.Q x DNG ONE AND TWO sTA: 3.23 ELEV. 122.70 PUMP AND SURGE TANK la SCA.E nyl / S A: 2.57.3s EIEM I14. o q f K KNG LOi INIERSEC110N u.....a 5. r....wr..w -0,402 fS �, lr o.IVIV 40 .$ o u _ I ~ 1�00 2.00 3.00 H00 rtfe uua-Ito m�wlrpr svx 111R•7 fTnAar n1a al o DNG ONE AND TWO ENTRANCE ROADWAY PROFILE FOR LINCOLN OFFICE SITE �FaTIC TANK ASSEMBLY s9 zcAli A�►^ h °^-^'� ""` �I'-20 LNCOLN OFFICE EULDING Z ....n-.sr ES n Enoiwmo So Atom AOWWiM r-5' ENRANCE ROADWAY PROFILE f H AND SEPTIC SYSTEM DETALS I L �— 1024 r aw a . 7bw..n. 0 1 SITE INFORMATION: LOT AREA = 0.98 ACRES .E WITN NO. PARKIING STALLS = 41 BOTTOM // TOTAL GROSS LEASABLE AREA = 7,700 SF OTORE V/ 1 CATION 92.5 V / BUILDING ONE GRO55 LEASABLE AREA = 1152 SF WEIR AT I / BUILDING TWO GROSS LEASABLE AREA = 2733 SF FEET SIDE SLOPE, _ \ / IMPERVIOUS AREA - PARKING LOTS = 19,200 SF / IMPERVIOUS AREA - ROOFS = 4,600 SF ° IMPERVIOUS AREA - SIDEWALKS = 800 SF TOTAL WASTE WATER GENERATED = 380 GPD / SOIL TYPE = CLASS 3 (0.8 GPD/SF) It -- - f ry ro J i � �� S 87 '25'E 3r / ti3 o PTI 0 l ��• $� 2 / T o�HF � / I / � 4 00 SEWER o om LINCOLN OFFICE SITE PHASE ONE ANE TWO DRAINAGE PLAN SCALE: 1"=40' 185 FOOT LONG GRASS LINED SWALE WITH SITE I N FORMATION A TOP ELEVATION OF 194.0 AND A BOTTOM LOT AREA = 0.98 ACRES ELEVATION OF 192.5. OUTLET STRUCTURE SHALL BE 2, 2 INCH PIPES AT ELEVATION 92.5 NO. PARKIING STALLS = 41 = AND A BROAD CRESTED OVERFLOW WEIR AT ELEVATION 93.75. THE SWALE IS 4 FEET TOTAL GROSS LEASABLE AREA = 7,700 S WADE ON THE BOTTOM WITH A 2:1 SIDE SLOPE. BUILDING ONE GROSS LEASABLE AREA = 1152 a` SLOPE SWALE AT 0.5% BUILDING TWO GROSS LEASABLE AREA = 273' IMPERVIOUS AREA - PARKING LOTS = 19,200 SF 3 I IMPERVIOUS AREA - ROOFS = 4,600 SF IMPERVIOUS AREA - SIDEWALKS = 800 SF " y L ® ,�° TOTAL WASTE WATER GENERATED = 380 GPD o t- °i 00 SOIL TYPE = CLASS 3 (0.8 GPD/SF) / 08.77 - - - - ' S 87'08'25' E 167.94' 12" O 12" 12 0 — O SO I h F<f V$10 RO 10 sa0 �j / F \ O 2�Qev ROCKERY 1.5 INCH SE OO 4 y // 4 00 ® I � WER MAIN '� J O ^p -L86'4 +19.60 J MODELING RESULTS: .......................................... ... . I �'�A..S....E.....N. E CONDITIONS .............................................................. ............ *... ...................................... ................................................................. .................................. ............................... ............................ 6 MONTH 2 YEAR 10 YEAR 100 YEAR ................. ..................- .EXISTING FLOW (cf�) 0.2 0.5 0.7 1.2 ......................................... ... ....................................................................................................... .................................. .................................. ..................................................................... .................................. .................................................................. PROPOSED FLOWS_ (q�) 0.2 0.25 0.4 1 ............................... ... ..... .................................... ........................................ .............................. ...... CONDITIONS ............................................... ....... .................... PHASE TWO • .................................................................... ................................................ ............................................................................................................................................ 6 MONTH 2 %MAR 10 YEAR 100 YEAR ............................................................................................................... .................................... ................... .................... ................... 73 1.19 5 0. . EXISTING FLOW (cfs) 0.2 0 ...... .................................................................................................... .......... .................................................................... PROPOSED FLOWS 0.18 0.25 0.59 . ................................................... ......................................................................................................... ................09.................. WATER QUALITY The roof drainage and the subterranean drainage on the site will be separated from the parking lot runoff. A separate piping system will pick up the foundation drains, seepage, roof runoff, and off site runoff and pipe it directly to the roadway ditch.The parking lot storm water detention system has been oversized so that the total site runoff will meet the current Department of Ecology flow criteria.The drainage swale will filter the 6 month storm prior to discharge. Some of the water will infiltrate into the ground during its flow through the swale.The exfiltration rate in the swale was not included in the modeling calcu- lations but it was used to fine tune the 2 year storm flows so that the system would meet the WSDOE criteria of 1/2 of the existing 2 year flow. An infiltration rate of 8 inches per hour was assumed (based on clean, undisturbed Everett Gravelly soils) which resulted in a maximum exfiltration rate of 0.17 cubic feet per second.The grasses in the Swale will serve to filter the storm water prior to discharge to the ditch. 0 S-regkn C3- 75 LEGEND Basin id EXIST_ Hyd No, 4...... w u c m a � �X/STihtlsi �2 of�o SRO — /SOT i�V C 4 a 0 1 6rX F/LT , D .2� 7/OAS! D. / GAS iN Sw� • 3 6 9 12 15 18 21 24 27 30 Time in Hours Hyd No. : EXIST Rate: 0 . 46 cfs Time : 8 . 33 hr Vol 0 . 17 Ac—ft Int : 10 . 00 min Hyd No. : 4 Rate: 0 . 27 cfs Time : 9 . 50 hr Vol 0 . 23 Ac-ft Int : 10 . 00 min t . / 7 e �s ;/Zx¢� Q, 17 CP5«.Z 3 o.�..., • lea ��,�,� �Td,/_��! <7 "'. ' Z¢ �,�•� y 0 LEGEND Basin id EXIST_ Hyd No, 4••.•.. M w u � C�rrsrr N � �o �o Y.{ 4 Q r rf - 3 6 9 12 15 18 21 24 27 30 Time in Hours Hyd No. : EXIST Rate: 1 . 19 cfs Time: 8 . 33 hr Vol 0 .40 Ac-ft Int: 10 . 00 min Hyd No. : 4 Rate: 0 .90 cfs Time: 9 . 00 hr Vol : 0 .48 Ac-ft Int: 10 . 00 min 0^14 y Two o,ea3. s •� - 2 g H�� LEGEND Basin id EXIST_ Hyd No. 5...... 4 C M r ' a -•,�_-- ,�,eo�'o s EI.7 /�D T / SIG'L tJDi�l�j ...... 3 6 9 12 15 18 21 24 27 30 Time in Hours Hyd No. : EXIST Rate: 0 . 46 cfs Time: 8 . 33 hr Vol 0 . 17 Ac-ft Int: 10 . 00 min Hyd No. : 5 Rate: 0 . 30 cfs Time: 9 . 00 hr Vol 0 . 20 Ac-ft Int: 10 . 00 min 4. Zo c,as �. c) ,44 cf's J &1--- 0 ro ("7 LEGEND Basin id EXIST_ Hyd No. 5,,,,,, M w u �o x 5 rl Gy mo 3 6 9 12 15 18 21 24 27 30 Time in Hours Hyd No. : EXIST Rate: 1 . 19 cfs Time: 8. 33 hr Vol 0 . 40 Ac-ft Int: 10 . 00 min Hyd No. : 5 Rate: 0 .95 cfs Time: 8 .83 hr Vol : 0 . 44 Ac-ft Int: 10 . 00 min 4/8/95 5 page 1 LINCOLN OFFICE BUILDINGS - PHASE 1 & 2 HISTORY FILE FOR 6 MO. THRU 100 YR. STORM. HISTORY OF HYDROGRAPH ACTIVITY Date of Session: 4/8/95 5:15:11 pm CLEARHIS CHANGE PRECIP 2.40 EXIST PHASEI PHASE2 ROOF1 ROOF2 LSTEND Executing Program file: C:\LINCOLN\LINCOLN.pgm REMARK This office complex will be developed in two phases. The first phase will include only the building on the upper level which is designated as building No. 1. The second phase will add building No. 2 to the development. The first analysis is for the completed development and the second analysis is for the the first phase with a temporary pond at the lower level. LSTEND ZERO 1 THRU 20 LPOOL 1 "FIRST TRAIL" EXIST PHASE2 PIPE1 OR1 1 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume FIRST TRAIL 0.19 0.31 PIPE1 OR1 94.95 0.29 1 93.92 cf LPOOL 2 "SWALE" EXIST 1 SWALE COM81 2 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume SWALE 0.19 0.29 SWALE COMB1 93.02 0.16 2 558.08 cf REMARK HYDROGRAPH 2 IS THE OUTFLOW OFF THE SITE FOR THE PARKING LOT STORM DRAINAGE. THE ROOF DRAINAGE WILL NOT BE RETAINED BUT WILL LEAVE THE SITE ALONG WITH THE EXISTING SUBTERRANEAN DRAINAGE IN A SEPARATE SYSTEM. I AM SEPARATING THE DRAINAGE TO KEEP THE CLEAN WATER FROM MIXING WITH THE DIRTY WATER. FOR THE TOTAL RUNOFF FOR FUTURE CONDITIONS, ADD HYDROGRAPH 2 TO THE UNCONTROLLED ROOF DRAINAGE. THIS IS DONE BELOW WITH I ADDED HYDROGRAPH 3 TO HYDROGRAPH 2 AND STORED THE RESULTS IN HYDROGRAPH 4. LSTEND ADD ROOF1 ROOF2 3 0.0525 cfs 0.0176 ac-ft 8.33 hrs ADD 2 3 4 0.1798 cfs 0.1300 ac-ft 9.33 hrs REMARK THE FOLLOWING ANALYSIS IS FOR THE TEMPORARY BASIN FOR PHASE ONE DEVELOPMENT. THE UPPER PORTION OF THE SITE WILL BE STORED IN A TEMPORARY EARTH POND WITH CULVERT OUTLETS PUT TOGETHER IN DISCHARGE STRUCTURE COMB2. LSTEND LPOOL 3 "PHASE 1" EXIST PHASEI POND1 COMB2 5 4/8/95 5 page 2 LINCOLN OFFICE BUILDINGS - PHASE 1 & 2 HISTORY FILE FOR 6 MO. THRU 100 YR. STORM. ---- HISTORY OF HYDROGRAPH ACTIVITY Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume PHASE 1 0.19 0.29 POND1 COMB2 97.52 0.21 5 358.02 cf End program file C:\LINCOLN\LINCOLN.pgm CHANGE PRECIP 3.75 EXIST PHASEI PHASE2 ROOF1 ROOF2 LSTEND Executing Program file: C:\LINCOLN\LINCOLN.pgm REMARK This office complex will be developed in two phases. The first phase will include only the building on the upper level which is designated as building No. 1. The second phase will add building No. 2 to the development. The first analysis is for the completed development and the second analysis is for the the first phase with a temporary pond at the lower level. LSTEND ZERO 1 THRU 20 LPOOL 1 "FIRST TRAIL" EXIST PHASE2 PIPE1 OR1 1 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume FIRST TRAIL 0.46 0.57 PIPE1 OR1 95.56 0.45 1 319.47 cf LPOOL 2 "SWALE" EXIST 1 SWALE COMB1 2 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume SWALE 0.46 0.45 SWALE COMB1 93.62 0.25 2 1214.40 cf REMARK HYDROGRAPH 2 IS THE OUTFLOW OFF THE SITE FOR THE PARKING LOT STORM DRAINAGE. THE ROOF DRAINAGE WILL NOT BE RETAINED BUT WILL LEAVE THE SITE ALONG WITH THE EXISTING SUBTERRANEAN DRAINAGE IN A SEPARATE SYSTEM. I AM SEPARATING THE DRAINAGE TO KEEP THE CLEAN WATER FROM MIXING WITH THE DIRTY WATER. FOR THE TOTAL RUNOFF FOR FUTURE CONDITIONS, ADD HYDROGRAPH 2 TO THE UNCONTROLLED ROOF DRAINAGE. THIS IS DONE BELOW WITH I ADDED HYDROGRAPH 3 TO HYDROGRAPH 2 AND STORED THE RESULTS IN HYDROGRAPH 4. LSTEND ADD ROOF1 RO0F2 3 0.0839 cfs 0.0284 ac-ft 8.17 hrs ADD 234 0.2701 cfs 0.2285 ac-ft 9.50 hrs REMARK THE FOLLOWING ANALYSIS IS FOR THE TEMPORARY BASIN FOR PHASE ONE DEVELOPMENT. THE UPPER PORTION OF THE SITE WILL BE STORED IN A TEMPORARY EARTH POND WITH CULVERT OUTLETS PUT TOGETHER IN DISCHARGE STRUCTURE COMB2. LSTEND • 4/8/95 5 page 3 LINCOLN OFFICE BUILDINGS - PHASE 1 & 2 HISTORY FILE FOR 6 MO. THRU 100 YR. STORM. HISTORY OF HYDROGRAPH ACTIVITY LPOOL 3 "PHASE 1" EXIST PHASEI POND1 COMB2 5 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume PHASE 1 0.46 0.56 POND1 COMB2 98.05 0.30 5 807.72 cf End program file C:\LINCOLN\LINCOLN.pgm CHANGE PRECIP 5.00 EXIST PHASEI PHASE2 ROOF1 ROOF2 LSTEND Executing Program file: C:\LINCOLN\LINCOLN.pgm REMARK This office complex will be developed in two phases. The first phase will include only the building on the upper level which is designated as building No. 1. The second phase will add building No. 2 to the development. The first analysis is for the completed development and the second analysis is for the the first phase with a temporary pond at the lower level. LSTEND ZERO 1 THRU 20 LPOOL 1 "FIRST TRAIL" EXIST PHASE2 PIPE1 OR1 1 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume FIRST TRAIL 0.73 0.83 PIPE1 OR1 96.27 0.58 1 641.51 cf LPOOL 2 "SWALE" EXIST 1 SWALE COMB1 2 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume SWALE 0.73 0.58 SWALE COMB1 93.81 0.56 2 1411.82 cf REMARK HYDROGRAPH 2 IS THE OUTFLOW OFF THE SITE FOR THE PARKING LOT STORM DRAINAGE. THE ROOF DRAINAGE WILL NOT BE RETAINED BUT WILL LEAVE THE SITE ALONG WITH THE EXISTING SUBTERRANEAN DRAINAGE IN A SEPARATE SYSTEM. I AM SEPARATING THE DRAINAGE TO KEEP THE CLEAN WATER FROM MIXING WITH THE DIRTY WATER. FOR THE TOTAL RUNOFF FOR FUTURE CONDITIONS, ADD HYDROGRAPH 2 TO THE UNCONTROLLED ROOF DRAINAGE. THIS IS DONE BELOW WITH I ADDED HYDROGRAPH 3 TO HYDROGRAPH 2 AND STORED THE RESULTS IN HYDROGRAPH 4. LSTEND ADD ROOF1 ROOF2 3 0.1127 cfs 0.0385 ac-ft 8.33 hrs ADD 234 0.5946 cfs 0.3236 ac-ft 9.33 hrs REMARK THE FOLLOWING ANALYSIS IS FOR THE TEMPORARY BASIN FOR PHASE ONE DEVELOPMENT. THE UPPER PORTION OF THE SITE WILL BE STORED IN A TEMPORARY EARTH POND WITH 4/8/95 5 page 4 LINCOLN OFFICE BUILDINGS - PHASE 1 & 2 HISTORY FILE FOR 6 MO. THRU 100 YR. STORM. ------ HISTORY OF HYDROGRAPH ACTIVITY CULVERT OUTLETS PUT TOGETHER IN DISCHARGE STRUCTURE COMB2. LSTEND LPOOL 3 "PHASE 1" EXIST PHASEI POND1 COMB2 5 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume PHASE 1 0.73 0.84 POND1 COMB2 98.68 0.38 5 1489.19 cf End program file C:\LINCOLN\LINCOLN.pgm CHANGE PRECIP 7.00 EXIST PHASEI PHASE2 ROOF1 ROOF2 LSTEND Executing Program file: C:\LINCOLN\LINCOLN.pgm REMARK This office complex will be developed in two phases. The first phase will include only the building on the upper level which is designated as building No. 1. The second phase will add building No. 2 to the development. The first analysis is for the completed development and the second analysis is for the the first phase with a temporary pond at the lower level. LSTEND ZERO 1 THRU 20 LPOOL 1 "FIRST TRAIL" EXIST PHASE2 PIPE1 OR1 1 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume FIRST TRAIL 1.19 1.24 PIPE1 OR1 97.59 0.88 1 1248.81 cf LPOOL 2 "SWALE" EXIST 1 SWALE COMB1 2 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume SWALE 1.19 0.88 SWALE COMB1 93.84 0.83 2 1442.09 cf REMARK HYDROGRAPH 2 IS THE OUTFLOW OFF THE SITE FOR THE PARKING LOT STORM DRAINAGE. THE ROOF DRAINAGE WILL NOT BE RETAINED BUT WILL LEAVE THE SITE ALONG WITH THE EXISTING SUBTERRANEAN DRAINAGE IN A SEPARATE SYSTEM. I AM SEPARATING THE DRAINAGE TO KEEP THE CLEAN WATER FROM MIXING WITH THE DIRTY WATER. FOR THE TOTAL RUNOFF FOR FUTURE CONDITIONS, ADD HYDROGRAPH 2 TO THE UNCONTROLLED ROOF DRAINAGE. THIS IS DONE BELOW WITH I ADDED HYDROGRAPH 3 TO HYDROGRAPH 2 AND STORED THE RESULTS IN HYDROGRAPH 4. LSTEND ADD ROOF1 ROOF2 3 0.1585 cfs 0.0547 ac-ft 8.33 hrs ADD 234 0.9048 cfs 0.4794 ac-ft 9.00 hrs REMARK 4/8/95 5 page 5 LINCOLN OFFICE BUILDINGS - PHASE 1 & 2 HISTORY FILE FOR 6 MO. THRU 100 YR. STORM. ----------------- HISTORY OF HYDROGRAPH ACTIVITY THE FOLLOWING ANALYSIS IS FOR THE TEMPORARY BASIN FOR PHASE ONE DEVELOPMENT. THE UPPER PORTION OF THE SITE WILL BE STORED IN A TEMPORARY EARTH POND WITH CULVERT OUTLETS PUT TOGETHER IN DISCHARGE STRUCTURE COMB2. LSTEND LPOOL 3 "PHASE 1" EXIST PHASEI POND1 COMB2 5 Description MatchQ PeakQ Sto Dis PkStg OutQ hyd Volume PHASE 1 1.19 1.29 POND1 COMB2 99.10 0.95 5 2033.43 cf End program file C:\LINCOLN\LINCOLN.pgm / V BENCH MARK = 98.24 NE PROPERTY CORNER EXISTING CONDITIONS o T m BENCH MARK = 112.66 SE PROPERTY CORNER 0.042 ACRES GR L \\ O r J I N CN 8 ousu 1 / � 1 o c I �, \ 230 T kSS B SdLSI I cv. P EVIOUSLYIDST. 11). - REGROWTH IS BRASH & TREES N ES11MATED TO Bt 82 I I Oi 04 ACRES/)BRUSH NO TR+ / 1 � Pat McCullough, P.E. PROJECT: ngineering 210 N.E.Cherokee Beach Rd. DATE: ottware Belfair,Washington-98528 pp/ica tions (206)275-0578, FAX(206)275-7040 BY: f PERMIT NO.: GRID MASON COUNTY LAND MODIFICATION PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98684 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner vNC-bin Contractor Name , l Lincoin tortsl'ruc Mailing Address R..O. bag 3eA Mailing Address 4 9-- v City r State N,�JA Zip Code City_• r State Zip Code Phone( ) ?'N5—0061 Other Ph.(3W S-4-f40 Ph.( )175'- 1 Other Ph.( Lien/Title Holder Contractor Reg. # EARL LC OZ 3A NC Address Expirations 2.7 /Q!� ENGINEER INFORMATION Name Phone Address State Zip Code PARCEL INFORMATION-12 digit Tax Parcel No. / 45 / 0 1-7 Fire District Legal Description Car 1 .. oo 2 Site Address(include street narne an city to Directions to site: c t3el�a>,r �to 4t wn..v, Will timber be cut dnd sold i parcel preparation? (Yes/No) NO Is your property within 200' of the following: Body of Water(Name) Saltwater Lake River/Creek ---- Pond -- Wetland -- Seasonal Runoff -- Stream Slopes or Bluffs .-- Soft compressible soils TYPE OF JOB - Excavation_X_Filling Grading Total size of area Size of area to be eared on slopes over 10% Estimated amount of cubic yards 350 --6a Describe Work t Cbr>fourtrt LAND MODIFICATION INFORMATION YES NO Will fill be brought on site? If yes, source 13 A, Will excavated materials be taken off site? If yes, destination I S205 '75' Ood 30 Does fill contain potential hazardous materials? A Has a soils report been completed on site? If yes, include copy. X Will proposal result in redirection of any surface water runoff onto adjacent properties? 0 Will proposed work alter where storm water or ground water enters or exits the site? Will quality, quantity or velocity of storm/ground water be altered? Will runoff be collected/controlled by interceptors, curtain drains or other collection device v Will the land be replanted upon completion? Will the proposal result in slopes steeper than those currently on site? 13 Is the site within 200' of a designated shoreline? NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE W= PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's = t the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: MAR 2 4 2005 OWNER AFFIDAVIT-I certify that I am exempt from the requirements of CONTRACTOR'S AFFIDAVIT-I certify that�jrq ly�ftefas a the Contractor Registration Law RCW 18.27 and am aware of the contractor in the State of Washington and th 0 e ordinance requirements for which this permit is issued and that all work ordinance requirements regulating the work for which this permit is issued will be done in conformance therewith. No changes shall be made without and all work shall be done in conformance therewith. No changes shall first obtaining approval. be made without first obtaining approval. X Date X _ Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by ate Submittal Amount Due Receipt No. DEPARTMENTAL REVIEW APPROVED NIED CONDITION CODES Building Department no Planning Department Public Works Department Fire Marshal 5 1511�y �) FEES Grading Permit Fee Site Inspection Plan Review Fee Other Public Works Fee Pre-Paid at Submittal ( ) Violation Fee TOTAL FEES