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HomeMy WebLinkAboutBLD2009-00422 • • CERTIFICATE OF OCCUPANC Y Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 Al Scalf, Building Official PERMIT #: BLD09-00422 SITE ADDRESS: 480 MC INNIS RD QUILCENE, 98376 Issue Date: 04/8/2010 Final Date: 2/1/2012 APPLICANT: FRANK BURNS 12062 FM 3083 RD PHONE 832-603-3666 CONROE TX 77301-6104 SUBDIVISION: QUILCENE HEIGHTS LARGE LOT SUB Block: Lot: 5 PARCEL NUMBER: 701185025 Section: 18 Township: 27 N Range: 01 W PROJECT DESCRIPTION: New Single-Family Residence THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON2/1/2012 I:\F_BLD_Occupa ncy.rpt 10/29/19 Jefferson County Building L ision Permit NAIL.: BLD09-00422 Applicant: BURNS BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks ._ 1 -7\--a Erosion Control � � Foundation Footing 2t, '- 2 C #1 Footing Drains Foundation Stem Wall :12 /0 ! l 2, Underground Plumbing Under Floor Framing 5—17„/(6 Straps(hold downs) Ext. Shear Wall Nailing A i('1 l O Rough-in Plumbing VIlp—ID c):--- 6' j li Framing )! d /i . l(0 C- / I Z TP Blocking Airseal Insulation: Walls -i t l,L Insulation: Floors I I `el, I t i"N., Insulation: Ceiling a Ili/ Int. Shear Wall Nailing Q ,40 _ if . Wallboard Nailing / ,, j,_��% C Gas Line: Interior i/ Gas Line: Exterior Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage 1 _ )•2. Cri. '_), Engineered Stormwater Plan (Condition #2)- 5 ft. setback from septic components req'd(see site plan) Address Posted -2.A—t-L )r vwfLi wetkr moe_{. Lks4L-0_012)2k. (- r?s /Nr.) �,4 i, Cfritopt--4 N to R•tyfit FINAL INSPECTION .Z')\).� FINAL INSPECTION UST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR MLA09-00424 *BUILDING PERMIT APPLIC ON Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00422 Received Date: 12/28/2009 SITE ADDRESS: 480 MC INNIS RD QUILCENE, 98376 OWNER: FRANK BURNS PHONE: 832-603-3666 12062 FM 3083 RD CONROE TX 77301-6104 QUILCENE HEIGHTS LARGE LOT SUB SUBDIVISION: Block: Lot: 5 PARCEL NUMBER: 701185025 Section: 18 Township: 27 N Range: 01 W CONTRACTOR: WHITEY JOHNSON GENERAL CONTR PHONE: (360)779-9884 PO BOX 1110 SUQUAMISH WA 98392 Contractor's License WHITEJG952DN Expires 3/15/2011 REPRESENTATIVE: WHITEY JOHNSON PHONE: (360) 779-9884 PO BOX 1110 (360) 598-3308 SUQUAMISH WA 98392 PROJECT DESCRIPTION NSFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,200 VALUATION 130,000.00 ADD'L: 240 HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: GARA CONST TYPE: DECKLE 440 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: OTHER BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: ---- Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,161.75 LYK 12/28/09 113767 A P P D V E 1 Plan Check $755.14 LYK 12/28/09 113767 State Building Code $4.50 LYK 12/28/09 113767 APR 101U Potable Water Application $62.00 LYK 12/28/09 113767 Jefferson County PIannin1 Total: $1,983.39 & Building Department CONDITIONS for Building Permit# :BLDu9-00422 1.) The project is subject to compliance with the Department of Ecology In Stream Flow Rule of WRIA 17. The parcel is located within the Donovan Creek subbasin in a designated Reserve Management Area; as such, conservation standards apply as follows: 1. A well serving a group domestic system shall not exceed a maximum use of 500 gallons per day (gpd) or an annual average more than 350 gpd, for each residence, and shall not exceed a total use of 5,000 gpd for the group. The design and construction of group domestic systems must be consistent with applicable state department of health requirements and applicable Jefferson County or Clallam County requirements. (WAC 173-517-120(1)(c)) 2. Installation of a water meter, meeting Department of Ecology specifications, is required for all new uses throughout the watershed. (WAC 173-517-180). Hand out enclosed with this permit. Contact Department of Ecology for more information at 360-407-6300 2.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM NTI ENGINEERING AND LAND SURVEYING STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "DRAINAGE PLAN AMENDMENT" DATED MARCH 2010 AS SIGNED BY ROBERT A. LEACH OF NTI ENGINEERING AND LAND SURVEYING. 3.) A setback of 110-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as,a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 4.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall contain the following statement: "Wetland & Buffer- Do Not Remove or Alter Existing Vegetation." 5.) A permanent physical separation along the upland boundary of the wetland buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 6.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 7.) The identified Fish and Wildlife Habitat Area (Type F Stream), shall maintain a vegetative buffer setback of 150-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the proposed Development. 8.) An additional setback of five (5) feet is required from the edge of the buffer area to the proposed development. 9.) A permanent physical separation along the boundary of the buffer area shall and permanently maintained. Such separation can include installing logs, trees,iastalled hedgerow, or any other prominent physical marking approved by the UDC Administrator. 10.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 11.) An engineered stormwater plan been submitted and approved by the De ent of Community Development. Once e subject permit has been issued the appli ant shall fully implement the provisions of the submitted plan and contact the engineer of record to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until drainage plan compliance is verified. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 12.) The proposal shall fully adhere to the engineered drainage plan prepared by Robert A. Leach, NTI Engineering and Land Surveying dated March 2010. 13.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 14.) The building height is not to exceed 35 feet. 4III irilit "SONcoJEFFERSOUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ' 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax p� www.co.jefferson.wa.us/commdevelopment Master Permit Application 'I, MLA: Oq `4ZL{ utl- ' Project Description(include separate sheets as necessary): Tax Parcel ., Property Number: �'� /f✓- �"� = Size: -P. (acres/square feet) Site Address and/or Directions to Property: -15e9 Me /,clAl/ h,2 .,ri�C6--b.le /VA titig376 Property Owner(s)of Record: -=Li,,,yam. ,w lj Telephone: Fax: email: Mailing Address: i•1 c') k,Z F-iyi a el . ,?_ ,�i-,=Y a_. -7.734. j Applicant/Agent(if different from owner): u)t-H-;-----c je,tit,;-e,,,..? Telephone: =E - 7741 ` 'f Fax: Ee,c2 f; _4_0Y', email: Mailing Address: F O E Lek; ( Lice !;,....ci) .A f �:c.!,Tl(),c{.- c'�t� What kind of Permit?(Check each box that applies) I] Building ❑Variance(Minor, Major or Reasonable Economic Use) I I Demolition Permit ❑Conditional Use[C(a),C(d),or CI** angle Family ❑ Discretionary"D"or Unnamed Use Classification LI Garage Attached/Detached ❑Special Use(Essential Public Facilities)** 0 Manufactured Home ❑ Boundary Line Adjustment ❑ Modular ❑ Short Plat** 11 Commercial* CI Binding Site Plan** 0 Change of Use ❑ Long Plat** II Address 1 I Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑ Propane ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management ❑ Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DE SIGNATION OF AGENT I hereby designate ')) T r " -' � -�- t.-+� to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE - L`�. \�---- . Date: j-•t% By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections.Access and right of entry to this property shall be requested and shall occur only during regular business hours. Signature: \\NN _. -----h Date: 1 e1 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfera le responsi ility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: / / Date: /2/2 7/c2 l 4 f _ G:\PemutCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc r f • DRAINAGE PLAN AMENDMENT FOR LOT 5, QUILCENE HEIGHTS SUBDIVISION JEFFERSON COUNTY, WASHINGTON ASSESSOR'S PARCEL NUMBER 701185025 Prepared for Frank Burns APPROVED STORMWATER PLAN APR - 72010 Prepared by JEFFERS° NTY DEPT.OF CO . lie TY .LOPMENT Robert A. Leach, P.E. SIGNATURE: NTI Engineering and Land Surveying. 717 South Peabody Port Angeles, WA 98362 (360) 452-8491 voice; (360) 452-8498 fax info@nti4u.com c ( s�V ' RiJ, F 13772 p FS I S T ER.v\c) 03/02/10 S/ONAL N March 2010 • • ilititor • .i....4,,,,.0 7k,- ..4„.„.„.#1, .... :..,__ .„ -,.,:„. , 0 0 i• W ; . it,.. (....) , . , ,.. . ocit .... ... :-..,4'. , . , vitt s� N d • . 4.1c.,,,,. , . • „, , •...„,,,..,,, 4110.14 ", 4 a. y m o c • qE Ji.. it 41 .. 1 4kk O 0.N yg V t R .'4 fir: afi� a. • • cubic foot capacity drain rock filled detention chamber that is surrounded by filter fabric to preclude the migration of surrounding silts and clays into the gravel voids. This volume would be sized to address the 1/3 voids ratio typical of drain rock filled trenches resulting in a trench 90' long . Similarly, a trench twice the width could be half the length or any other width and length combination. Control release would be provided by a concrete, catch basin like structure containing a series of control orifices. This unit is sized to be the same vertical dimension as in the original drainage plan but the orifice sizing has been changed to be proportional in cross-sectional area for a project whose impervious area is 1/4 if the way between the sizing for the 2000 SF vs 3000 SF example units in the original drainage plan. The detention volume is proportional to the direct volume capacity 1/4 of the way between these same two examples. One benefit from this drain rock filled alternative is that stored water is also capable of exfiltrating out of the trench and directly recharging the ground water and, thereby, reducing any real or imagined impact upon Donovan Creek. Supporting calculations and drawings are included in this report's appendix to aid in the siting and construction of the proposed facility. PROPOSAL SUMMARY - SEE APPENDIX "C" The proposed drainage facilities are sized as described below. However, there are other alternates possible as identified in Appendix #C. Additionally, other alternatives may be possible as well for use on this or other lots within the Quilcene Heights subdivision. • Control Structure (CS) The CS can be made from any containment unit including 30" diameter pipe (HDPE, Conc, etc) that can be made to be water tight on the bottom and at all pipe inlets and outlets. A secure lid is required to keep small children, animals and other unwanted intrusions out. It will be approximately 8' deep, overall. This unit is substantially the same as in the Original Drainage Report except that it is a stand-alone structure. • Control Release Unit (CRU) The CRU can be made from 6" rigid PVC pipe. The unit can be assembled above ground and installed from the CS top using a gasketed tee as shown on the drawings or by attaching to a gasketed pipe end. The top of the pipe unit will need to be supported from the inside of the CS. All pipe joints on the CRU shall be attached with 3 or 4 stainless steel screws to keep the unit intact during installation or removal. This unit is substantially the same as in the Original Drainage Report except that the orifice sizes have been modified to fit the site impervious surface area. Page 3 • • APPENDICIES • -.----__..._ _ __ _ ___ _ _ _ _ _ QUJIILCENE H/EIGHTS LARGE LOT SUBDIVISION LL08-91 SECTION 18, TOWNSHIP 27 NORTH RANGE 1 WEST, W.M. J ie ;; "IH JEFFERSON COUNTY, VW/ASHINGTON ' SURVEYS PACE 742. SET• B NORTH LANE OF THE SI/2 OF N1J9.46"E THE S1VI/4 OF THE NW1/4 197273 �.� (SEE NOTE 4 ON THIS SHEET) SSS42E O 21 SB8'18'OB'£ score SY/RVEY NOTES I J5J l0 ©iii 873.07 am t. IMS LAaOE LOT 5'GeO,NSCN'b saw ON A 26..11 ! 5IAKEY ON THE 9Mfl6NGIDN COORO6NTE SYSTEM l69.e7 GRID a 1927.NORTII ZONE.AU BEARINGS ARE MAME'TO 3 ti a REDUCED TO��.ALL D67MC6 ARE 1 ,Y 0e2 AC E'OF RAW ` d y z. TIlS S7.E 97 OS µo/ 0.13 EAST--.- wi OR 5-SECOND THW OUIE MV AN HOMED OF UNE pErNw N l fFi w 296; O DISTANCES MEASURED wrM A Srm rwf. 2y �;N'T• sea,p•4e" o''N 1 THIS LARGE LOT SUBOMSEA'15 S,A9JEC1 ro 2� EASEKNI5 ANO AORFFA1041S PER 05072E 84 10 167.JOH. '24� qn Of DEEM PAGE 219,Af/I44436.75]W4, � j0•�E Sp 1� '^T ' y VOLUME 70 lvr.AND J77'35. 5( +1GL._L 0� 4. THIS PROPERTY PREWO/SYY.SL.R1EYED PER Iry 1.69 AC.W.or R/r ` VOLUME I6 OF PAGE M.MICH LOT lL• +• yo 1.29 ACE Of R/lI a• NOR HEAD NE FT 07 SEA S8 OMSI N NON VOLUME r. NORM O''LRL AI ci POMT NCT 19VYW, SUBOA4S 0 ACCENTS 07 SECTION SLR- 4L` ® 2 �i� a IPA ' 2cT�AV 8 aE LOT J FROM SE LxNstw FOR n/ 07 1110v OF ME Noah 4 G LAVE OF THE S1/2 OF THE SWI/4 OF THE - 259..43 v Nwrp. DIRECTION FOR DE EAST-WEST LINES OF SB?I6ITTE \:~ �Ri 2J5.9J '/ q 5. 11 57A4LE1S 1 A V IV DIE EXCfPRON W PARCEL a THAT LS PARA- �/ST * / UL1 WITH Dee APPROXAAIIE CEM/FRLOW OF zIlO AC.w. RAW _'O R .• ��� g/ MECO<R040. THIS URGE LOT SUBINSKW 0.96 AC E OF RAI N~ (1. -1.`'�f.•$•'• = WEST USES wrOIRECTION TVN IB.aYw.w AD ME 4 %1.74 4�• ♦6•♦ 1111 H S413JE- - _ •. ••.♦.•.; .•.••• „ 0.20 sae-• 116`YE J57 `41 0. �..�; •� 1 LFGO1/0 n y[LJ • ® OI+. ♦�♦�♦♦♦♦♦♦�♦�3 OF LMC moo we ROW RIM PLASTIC CAN °,1.09 AC W.of R/r • y�♦♦ ♦ A. ` • "Is IJ9/I (FALLINGS VOLUME re 0f SURVEYS IJ a Da AC.E.OF a 90 0`T ♦e 9•�♦f R`+° FROM CILCL PAGEO,A770 17115L 071 r0 FOUND`0PPOs1TioW) FOUND I i/Y,F1F�h•/'t 20.59 2240I �1 �.`Y ''K Nam: �L MV?f70 n SBw1B'OTf �-' (iL OLLOXACA POSMO4 of SIB"REBAR from PIPE WITH 1 SBC16.OTE 276..: •4C-©,'A J]>>I (71 B PLASM'CAP"[S 2J91,"PER VOLUME f6 21. 16 G PER MLUVEYS s16W TE ROAD w 0:.0 297.74 i` .Op V Of SURVEYS.PAGE Tel OCTPLU J REBIR W M PLASTIC CAP ACCESS /B'MI-SCOOT LS 2J4Ctr AND NBTJJ'E _Q f LOT 5 \5� h5 Ya N m A STAIWED" ATIT 2 NOT H 0. 0.e4 AC.W.0f RAY ¢ 1,(9' \ o WHITE PLASTIC GUARD STAVE. �� 131 AC.EOf R/11' V �y �I"C 2 ♦♦♦ NElI Plain-c oN MEA ititOd FOUND 5/d REBER it 1,„ 224.9' �Pv \` CAP MESSING NEST OF LINE 0.47 �,� IMS II-0E-IMY ID 0.�:DI;TfD TD3 ..FPFERSON L'a///IY W IMPLE.`� GP�A;96.J6 =.r,0119''$42�� �� \ V �iti M1 ` n/RPasfrs(r�sEE INGRESS.EGRESS iEsIRET'IHiJ INTUIT 542n'R ' �O p+ o.Jl ( 12.50 O� • 0 120 240 leird 2s0 P i Spg49',TE 0alD•IB�r Y,O (1� .�4', Sf11LE/N FEET 20.00 I� �.,yw w\\ `(_ �F r--- ::, j1{�@�, -_,- SB01 a46'W �\ �� S !J 14,44,.. 41' 2000 22.20 G) O� AT SITE at G,R,I aii _"..." 11 I I 16.59 0.22 SOUTH 1 OF LAME �•' 2 VICINITY MAP WI N NO SCALE ' ,,,Nil N8TT7'15'W LIT LINE a+u 321.98 ISO 0E76r9 Os NO SCN.f 1 N4CN'S4"C 45.44 21 506122Tr II13e C 2I I$ p 2 N56227i"C IS.IJ6 u SIaJ2'IYr 109.61 0 S ^� LV J M5,J4'4TE 73.OS 23 SISJ4'IYr f0.% I` 11: P P f 4 9450DOPT 51.84 84 51JJ4'IYr 14105 C P 5t ) Lai 5 N405TJ1E 49.24 25 S,JJ4•IYw 22.08 L�O1 ON n415 ? 6 N4a57'JaE 19.32 26 523145Ab e5.77 T 1` 5 7 ND'ST51"E 71.51 2T Sb'5J01"r 55.52 r 1 1 tul I �5{E 'cir 71 APPROXIMATE RLM/F OF EAST B N2S,4.54"E 71.54 % SJSSJ•5I"r 25.29 '- OUILCENF 9 N1134•TYE 4.4J 29 540JTJaw 714I \" ti OF ROAD PER VOLUME 18 10 NIYJ4•IYE /4105 J0 5450927r 5241 1,7n777iwww,.ngnn AHAHMI S87J713'E 321.9g ? PACE ra6' N II N10.32,YE 05.75 JI S5/•.HYYr r0.02 Q*T- Sr.�1.� I7 NIPY'IYE IOS75 .72 536'7YJYw I31.02 !%.41`1 . '' Ov Ma-41'50*W 95830 Is NT6.122YF fw.00 u 546-445fr 70.v N i1y�,1` 1:� 2 I4 NOS122TE e25 34 s/6-272Tw 4182 �' r �•' 0 N721'45"E IS N005554"E 4.46 35 5J5'J2ri)5 S5J1 i 1596.52 :1 Ic M/01J9Yw 1SIS1 J6 WJO21"E 6206 !�, iJ IA iT NI73D'SYW 14.91 37 SIrIBTNSF 90,35 •YF "I f_!7!L1A5/21LTf MONUMENT PER ie SIafJLTE IJ9.69 $ SOS2J3TE 66.19 \\\ 24 /9 LEILLLK TO OF SURI'E 5 PAff 1 IP 5005554"r 46.01 JD S0T49'!O"w MQJ4 i 7 41.UALMO k r77\IB\PACJ9602\SS_U50DWG 20 50055"Nw 6.09 40 SI52J'27r 144.94 7 9/21/97 WESTERN TERMTOPILS.INC. 1997 71ll,,annxan...ww77Yiiwwwl,\ I. Ito lah a/2/" NORTHWESTERN TERRITORIES, INC. RDC B QUILCENE HEIGHTS LL 08-91 ':■ ID RCCBO.F I • P1/1 I- 1 nT r..I 1L•'111 I A. 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"K c),:c 114-.1 z c) . zi-Lizcl-z I , ,_ _ . ... ,_oN u),,_ r---- .0 I--L-1 's 0 I C) • LI"I(D 0 •, Lu E=1-.(;)_.(-4-- (f)16-i 1 '') I_ 8300tr1 uom:t st•K— •. _ .z 0 0_01 '1 ,......<' I 0 . r•••••• I-1-1 .. •. . • .4 — L [ - . . • . ' . -... I' 310N 3.3S is 310N 33S oo Li . . o Li - • ct (.._) H , L:RricF ILI 0 0 A T-c % () o....r YI0 „9 \\_. ) _ • A . .....t.• - ', 4 '- •••• "I '-'• . -. . - . - . - ..• . . • . . :. ...,.. 4 1 I ILL- .Z.X_, 7 [ • • APPENDIX "C" CURRENT PROPOSAL DATA & CALCS • 0 • I ' '/,< e - 74("------&-/W } 2 < FILTER FAaRII UJ1 P \ / ,, N Wt\sE}- t DRR-IIN ROCK- ').. POCt ET ClCI II- t' DI/�) V P z'_ 'tZT 5 EE sH--T 3 F 3 // 0 fu , .., � 1� 'ERZ CV1''��T 3/ Gr T'REIJcN CROSS- SECTIOH IV T S $ S 18 T/7N R I DATE: 3- 2-/O NTI Engineering & Surveying t' DESIGNED BY: R.A,L. ��_ Northwestern Territories, Inc. L PROJECT: LOT 5 cs+) _C � HEl6F+TS 1•6,— Engineers• Land Surveyors■Geologists•Materials Testing ° FOR: �QAIJK Ru iJ5 717 SOUTH PEABODY■ PORTANGELES, WASHINGTON 98362■(360) 452-8491 '' SHT: I OF ��' www.nti4u.com info@nti4u.com i • New Orifice Determination Table 2000 SF 2250 SF 3000 SF d = Dia A = Area d = Dia A = Area d = Dia A = Area Upper AA = 0.116 in2 Orifice 0.38 in 0.133 in2 0.40 in 0.25A = 0.029 in2 0.38 in 0.133 in2 New A = 0.142 in2 Middle AA = 0.20 in2 Orifice 1.02 in 0.817 in2 1.05 in 0.25A = 0.05 in2 1.22 in 1.169 in2 New A = 0.867 in2 Lower AA = 0.06 in2 Orifice 0.38 in 0.133 in2 0.43 in 0.25A = 0.015 0.47 in 0.173 in2 New A = 0.128 in2 • • APPENDIX "D" MISCELLANEOUS INFORMATION .� z • • � � -0a to _ Ifi N LWC> W ^IIa wre s 8 f— �9 o}�g`9.,e ON At-° (Mt-NLz-at >/l 3s) 1, 0CC ....Evil, , .., % (,) ... ,,_, w / u r \ Cr) oa >' '4\\ / l .04� o "cost \ Q 61 -______--- o 'o \/ 0 V \ 3 OY� \ o n O Ln vi I. 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I fi' • Frank Burns Stormwater Detention Trench Various Configurations netting 270 CF With 1/3 Voids Volume & 2' Cover Trench Trench Trench Trench Option Depth Width Length A 2 3 135.00 4 101.25 5 81.00 6 67.50 B 3 3 90.00 4 67.50 5 54.00 6 45.00 C 4 3 67.50 4 50.63 5 40.50 /6 33.75 • N N) in rzz�, a J ( cl ' 11 i e 04 r.....--' v U V1 A al oK 41 0. NIT 4114te, r 0 `1/ U J 1 IZE/\Y 14 Al•),D LI 1 4- --_ _ Co�rr�v� UNIT N CUSS SE CTt 0 i.) r tJTS -I �y 0` o s iS T 27 Al R I w DATE: 3 - -—[o NORTHWESTERN TERRITORIES, INC. sDESIGNED BY: R pr-L_ � � a JLS Group Company PROJECT: L coT 5 cis 1 LCEN� E{�(GI-Ts t S �. Engineers■ Land Surveyors■Geologists ■Materials Testing FOR: FRAIJ4- 6u Ri)S N 717 SOUTH PEABODY. PORTANGELES, WASHINGTON 98362■(360)452.8491 SHT: 2 OF 3 www.nti4u.com info@nti4u.com • • it y v f 'D6.P0 " ° 'a 'HIV Ill _____ - - IOS,75 �� 1Overflow -A •• 105110 - .I. a ' - , .� - 1�5,d0 Z ,� J a j_ 0,43,1 U ' H ; I//�� d U�, IU 104 .00 d = r,05 a ' Q V i n — " SH-T I or-3 r 002,00- .. " a - A , 3.D1 11.1 SE E i . • ' CHART 161,00 - ') A A . 'OUTLET C��ITEE G`` INLET b0,6�-- . . •, , - U bk. rs\r, i — 8=0,40" - z ,4 : . , 4 .4 , . _ -4 UN IT tA ►J.T,s, N S (8 T z7lJ R I vJ DATE: 3-z- o NTI Engineering & Surveying DESIGNED BY: PI �� �, tit_ � Northwestern Territories, Inc. PROJECT LSAT 5 G1 U It r rrJ6 H EI(at+TS Engineers■ Land Surveyors•Geologists■Materials Testing FR.P' -J IL FOR: Q u RN S NTI 717 SOUTH PEABODY■PORT ANGELES, WASHINGTON 98362■(360) 452-8491 SHT: Z. OF 3 www.nti4u.com info@nti4u.com • • QUILCENE HEIGHTS Detention/Release Facility Parameters 2000 SF 3000 SF 4000 SF Inside Bottom of Tank 99.50 ' 99.50 ' 99.50 ' ; Bottom of Sump 97.50 ' 97.50 ' 97.50 ' Orifice #1 0.38" 0.47" 0.53" , Elevation Orifice #1 99.50 ' 99.50 ' 99.50 ' Outlet Elevation 100.00 ' 100.00 ' 100.00 ' Orifice #2 1.03" 1.22" 1 .45" Elevation Orifice #2 104.40 ' 104.40 ' 104.40 ' Orifice #3 0. 38" 0.54" 0.53" Elevation Orifice #3 105 .00 ' 105.00 ' 105.00 ' Max Overflow Elev 106.00 ' 106.00 ' 106.00 ' Min Overflow Elev 105 . 75 ' 105.75 ' 105. 75 ' Inside Top of Tank 106 . 50 ' 106 .50 ' 106.50 ' Volume of Tank 2094 Gal 3142 Gal 4189 Gal NOTE: Elevations are based upon an assumed elevation of 100.00 for the outlet pipe from the detention structure. All other elevations are based upon this datum. 0 0 0 ii- -- -- - - •- - . , • - - , - - • - - • -8 \ ,t, ..c CI F\ a_ CO \ U) a- \ \ 0 0 (D 1- 0 (Z 0) 46 \ 4 D Cr). — a) \ , II (i) (1) a) \\ 0 D 0 1 W 0) -0 CY) 43 a) . 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U.1 ;',-. ...::....!"g s ::• •", ..,, 7, , *. f rt . • . ' .;1, 7., ii ... . ,..., 6 , ,R .-' •..-' . i...-.. s -y. . ..z; .g , z*, ,; 7r; . • 1 .1•••• 3, .. ?.1 •!• 1 .1 .1 •Y ..../ • 4{ • N j, , 15.;:, ? o S * • .3 ! • - ' ' 4 .. - ul *-,, ..:Z' r, • :, :;, - ':' C :::" •'. '9). 1 • , ..7, 4 • , ...; ' ..:•'. . . - - . 7 , t -'4 •4 .-1 • . . , . - -•, :1 •, -:., - • • • Detention Structure (DS) The DS in a 3' x 3' x 90' trench filled with washed drain rock (1" - 1 Y2" diameter) that is surrounded on all 6 sides with filter fabric to retard the intrusion of fine soil particles from the surrounding soil. A perforated, rigid 6" PVC pipe shall run its length and be located as shown on the plans. Downspouts and all other drainage connections shall connect to this pipe. A minimum of 2' of cover is required to protect this unit from normal surface loads. This unit should not be located in a traffic area unless this depth is increased to 3' and compaction of the backfill is tested to 95% of the optimum for the backfill material. This unit is substantially the same as in the Original Drainage report except that it is not constructed of concrete and is a separate structure from the CS. Other dimensions for the DS are possible at the owner's discretion to better fit the site's land use. These combinations are shown in a table in Appendix #C. ��R1 A. L ' O of was yQ� moo;. 13772 p SS�oNAL ENG� 03/02/10 Page 4 • NTI Engineering & Land Surveying was hired by Frank Burns to prepare an Amended Drainage Plan to address the specifics of the proposed construction upon Lot 5 of the Quilcene Heights Subdivision located in Section 18, Township 27N, Range 1W, WM in Jefferson County, Washington State. This site is located approximately 1 mile NE of the community of Quilcene. A generic Drainage Plan was prepared as a part of the platting process for the subdivision which identified one of many possible solutions to the drainage control requirement and identifying that other options could exist in the future. With this building permit application, specific square footage numbers are available for the roof area and grounds so that the proposal can be tailored to this proposed construction. EXISTING SITE CONDITIONS - SEE APPENDIX "A" The plat of Quilcene Heights remains unbuilt upon. Lot 5 is the lowest in elevation and the first lot that you reach when traveling uphill upon the private access roadway off of McInnis Road. The lot is served with a community water system and on-site septic system and slopes down to the south and east. PROPOSED CONSTRUCTION - SEE APPENDIX "A" The proposed structure is relatively small containing 1200 square feet on the main floor according to information on the Jefferson County web-site. With a 30' x 40' assumed foot print, this translates to a roof area of 1496 square feet if the building has 2' eaves. A deck is proposed which, if elevated, does not contribute to the impervious surface. No detached garage or carport is indicated. A 100' x 15' gravel driveway is assumed (1500 square feet) since no specific proposal exists. This area is reduced to 750 square feet of equivalent asphalt impervious surface. The total impervious surface is 1496 + 750 = 2246 square feet => 2250 square feet. SUMMARY OF ORIGINAL DRAINAGE PLAN - SEE APPENDIX "B" The original drainage plan envisioned a concrete detention tank of constant depth and width but a varying length depending upon the square footage of impervious surface. Examples were developed for 2000, 3000 and 4000 square feet in the document. Control release outlets were designed for each of these examples with constant vertical depths and varying orifice diameters to meet the specific need. This control release unit would discharge into the roadside ditch along the private access roadway and drain down to McInnis Road before crossing it in existing culverts and making its way across the pasture area into Donovan Creek. Other detention scenarios were acknowledged but not identified. These could include open ponds, underground pipes, underground gravel pockets, infiltrator units, etc. PROPOSED DRAINAGE IMPROVEMENTS - SEE APPENDIX "C" This proposal envisions the construction of an underground, 3' wide by 3' deep, 270 Page 2 , 1 6 q z L ° 1 r i (1) it ..Mo M IL (, co) I ,...11 I: i' ',)\ . 4 r v ., , , --,, ,., : t. ,, , ,, ,, .i, , , ‘,,,)-4-=-D$+.0 rtc44:1:1 LI . . ,,, • , i'l ,111 , c ( ,, t41 ,.. - , , 1 N r ,C) 4 i 1..j° k 1) c.,.. • I lam' ."4- , , 'A ,I, 0 0 ,-_, . 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