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1422 10TH PL N.PDF1422 10TH PL N -0 ADDRESS: l `4 aQ I TAX ACCOUNT/PARCEL NUMBER: / I — T ! I �(J 06 `, BUILDING PERMIT (NEW STRUCTURE):00 COVENANTS (RECORDED) CRITICAL AREAS: - l O" 1 DETERMINATION: ❑ Conditional Waiver X Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DA' PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED PERMITS (OTHER): PLANNING DATA CHECKLIST DA' SCALED PLOT PLAN DATED: SEWER LID FEE $: LID SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMITS) #: SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: Li OTHER: LATEMP\DSTs\Forms\Street File Checklist.doc bli2riz�a 09:26 LRWYERS TITLE -) 94256703359 200311260232 4 PGS 11-25 - 2003 09.49S22. 00 AMrrawil let" tr. SWWXjSM CAtWN. h►ggNINGTON GVAM RIRSC 7503 BRAE M DRIVE ED1 ONDS,, WA 98026 Blfireaoe N=dm(s) of pocuuW agPtd or rtkaad: Not Applicable 17 PM tVWOW 1 ILVYLJC.VV 1 NO EXCISE TAX REQUIRED 008 DANIGI, snolminiso uouuty IImm, gy_ _BOB DAN11NI r zAb RECEIVED JAN 2 5 2004 PERMIT COUNTER Grass1042) PAO oatne br% area aM acme and NOW Spivey. Aare, a =& person Graata(i) a-m caare Sat, am am Sam aad Wdah. Soondview ' Wadr�o�nCorpomdon ( +s►Med for IiCo►d byLawM Tidy Aparrtw as accomcdation only. It Aas not Dien (lsbbm VION& Lev I. Mockp� or seedi4 taws tp. reuye� monad as to WOW exkution or as to its effect upon two. Additicrwl legal on page _ of docWto (s) K 3 % b t. 'ri •Ls - A porthm of Lots 1, 2 and 3 Brock 41 original Plat Of North Edmonds. Block 41, Vol. 2 of Ptats, Rage, records of Snohomish Cou q, Waddogton. I Aafe 6es Property Tn PwceWAC==t Numbw(t): 00531904100100 This speetnent is ent red jM betwm Anne Spivay, i single person (harems = refatrad to at: "Spivey') msd Soaadview Horne Builders, Inc., a Wa bington Corporation (hereina8er, refetred ID as %om dview"). RECITALS A. Spivey owns the following described property and is willing to giraiot an easement to Soundview for ingress, egress and utilities: LOTS 1, 2, AND THE NORTHWESTERLY 24.14 FEET OF LOT 3, BLOCK 41, ORIGINAL PLAT OF NORTH EDMONDS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 2 OF PLATS, PAGE 75, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. TOGETHER WITH THE NORTHEASTERLY 25.00 FEET OF VACATED LAKE AVENUE ADJACENT AND TOOETHER WrM ALL THE 10.00 FEET OF VACATED ALLEY ADJACENT. FAmumdApeemms 4- 01/27/2004 09:26 LAr?ERS TITLE 4 94256703359 Nu. 111 vuu... xUW1 i avcsx.inrz B. Soundview owns the following described real property and has requested Spivey grant and easement for ingress, ogress and utilities to serve said parcel: THAT PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 13, T 27N, R 3E, WM, MORE SPECIFICALLY DEFINED AS THE SOUTHEASTERLY 25.86 FEET OF LOT 3, ALL OF LOT 4, AND THE NORn[WESTERLY 26 FEET OF LOT S. ALL IN BLOCK 41, ORIGINAL PLAT OF NORTH EDMONDS RECORDED IN VOLUME 2 OF PLATS, PAGE 75, RECORDS OF SNOHOMISH COUNTY, WA. TOGETHER WITH THE 10 FOOT VACATED ALLEY ADJACENT TO SAID PREMISES AND THE NORTHERLY 40 FEET OF VACATED LAKE AVENUE ADJACENT TO SAID PREMISES, AND, TOGETHER WITH THE SOUTHWESTERLY 13 FEET OF THE NORTHEASTERLY 40 FEET OF THE NORTHERLY 124.14 FEET OF VACATED LAKE AVENUE. N A:4 i . NOW, THEREFORE, in consideration of the mutual promises between the parties and other valuable considerabon, the parties agree as follows: 1. Spivey hereby genus and conveys to the pruent (Soundview) and Afte owners of the property de=ibed as in paragraph B above an easement for utilities over, under and across that portion of the Spivey property described as follows: SAID PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF THE ABOVE DESCRIBED TRACT OF LAND (DESCRIBED IN PARAGRAPH A ABOVE) THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE THEREOF A DISTANCE OF 12.00 FEET; THENCE EASTERLY TO A POINT ON THE SOUTHEASTERLY LINE THEREOF, 16.00 FEET DISTANT FROM THE TRUE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG SAID SOUTHEASTERLY LINE A DISTANCE OF 16.00 FEET TO THE TRUE POINT OF BEGINNING. Emement Ap+uement -2- 0i/2?i2004 09:26 LAWYERS TITLE 4 94256703359 IVU. 111 Wu • 2oo311250232.003 2. Spivey hereby grants and conveys to the present (Soundview) and future owners of the property described as in paragraph B above an casement for ingress and egress over and across that portion of the Spivey property described as follows: SAID PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF THE ABOVE DESCRIBED TRACT OF LAND (DESCRIBED IN PARAGRAPH A ABOVE) THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE TIRREOF A DISTANCE OF. 9.00 FEET; THENCE EASTERLY TO A POINT ON THE SOUTHEASTERLY LINE THEREOF, 2.00 FEET DISTANT FROM THE TRUE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG SAID SOUTHEASTERLY LINE A DISTANCE OF 2.00 FEET TO THE TRUE POINT OF BEGINNING. 3. Sowrdview shall maintain said easements at their own Wense. 4. The easements, covenants, and restrictions herein shall inure to the benefit of and bind the successors of the respective parties and shall run with the land. S. This easement shall be etiective upon recordinS. b. The prevailing pasty shall be awarded reasonable attorney &es and costs in any court or arbitration procceding initiated to enfa w any provision of this instrument. Venue for any such action shall be Snohomish County. � n '- DATED this 2e day of a k,6I 2003. g p;17Sormdview Hom Anne Spivey by: Ron Den Adel, President 01/27/2004 09:26 LAWYERS TITLE 4 94256703359 1O.117 D005 ` • • 2003112150232.004 State of Washington ) as. County of �MJ%no"s1s ) I certiij► that I know or have satisfactory evidence that Anne Spivey signed this instrurnat and scknmfledged it to be bier free and vohmttwy as for the uses mentioned io the instrument. ',10 a� Dated —So 20Q3 JU Print Name: Notary Public for the State 0 Miding et a MY appoi nkment expires 12 20 - o State of Washington ) ) ss. County of I certify that I know or have satisfactory evidence that Ron Den Adel signed this instrument as the President of Soundview Home Buiildes, Inc, and on oath stated that he was authorised to execute the instrument and admowledged it as the President of Soundvicw Home Builders, Inc, to be the free and voluntary act of such party for the uses and purposes mentioned in the insu mnent. Dated thisVik— day of v • 1 - Fw-j t Namo: NOTARY PUBLIC is amd for StateofWasliogton, residing ` in "U&O1 ` My appointment �t KawmmtAVwmmt . -4- a:=.iah1110�+ ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** x=x. -ii�' •T-i;, �7, N'r. tS4:�!�. ak c �i �i �i is i. r<a ---------------------------------------------------------------------- E'NTE'R : A ( prRV) , CN (PERIF) , a 1TMDF'AT11 C`m ! Tmvro171 , m W D nn QTV ATlc I f1 l U. UU, ti5, U'. Ub, y6, 10. U DATA PRINT-OUT: . AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) ,04 / - ] C ;d /00 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y Ar SPECIFY: C - CONTINUE. N - NEWSTORM. P - PRINT, S - STOP PLANNING DATA NAME: T r_Vr H Tvv-e5 DATE: 111(, 1 ow SITE ADDRESS: 14ti-r_. to PLAN CHK#: PROJECT DESCRIPTION:4F REDUCED SITE PLAN PROVIDED? es No MAP PAGE: CORNER LOT: Yes o FLAG LOT: Ye No ZONING: a` 17— CRITICAL AREAS DETERMINATION #: atudvReguired: GTI t-- `e — 51g-,grAtl 2 L-0/0 ❑ Waiver ❑ Conditional Waiver SEPA DETERMINATION: WA ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) Q�Exempt SETBACKS: Required Setbacks: Street: 10 Left Side: �. Q Right Side: 10 Rear: l a Actual Setbacks: ot+tlreetr`-Left Side: Right Side: ��iear _ Street map checked for additional setback required? (Yes / No / DNA) ' `�❑ DETACHED STRUCTURES: Ct� �❑ ROCKERIES: ❑ FENCES/TRELLISES: ❑ BAY WINDOWS / PROJECTING MODULATION: y\.4, ❑ STAIRS / DECKS: PARKING: Reequireedd: I Actual: LOT AREA: I 0 +4 BUILDING HEIGHT: Datum Point: RX a og-, % c Datum Elevation: Maximum Allowed: Actual Height: - ZO A.D.U. CREATE Yes SUBDIVISION: LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes No OTHER: Plan Review By. 4�; , 0 C"If_ NewBPPlanningDataForm.DOC Dec 29 03 12:46p BOB PARROTT • 425 481 3027 is p.2 STORM DRAINAGE R OFF AND DETENTION/MFILTRATION FACILITY COMPUTATIONS 0326 For SOUNDVIEW HOME BUILDERS At 16" PLACE N. / EUCLID AVE. In THE CITY OF EDMONDS November, 2003 Revised December, 2003 BY J G. R. (BOB) PARROTT, P.E. P.O. BOX 2715 WOODINVILLE, WA 98072 Ph. 425-481-3027 Fax 425-481-3027 ISSTREET FILE ,SYplwn Q - - 'S Dec 29 03 12:46p BOB PARROTT 425 481 3027 p.3 EXISTING SITE CONDITIONS The proposedgroject site encompasses 0.42 acres, and is located south of Euclid Avenue and east of 10 Place N in the City of Edmonds, Washington. The site is accessed via an access easement from ICP Place N, a paved City local access street. The site is generally open, covered with grass, with a few sparse trees along the eastern and southern portions of the property. The site soils are an Alderwood series, Type C. The site slopes from NE to SW at slopes varying from 3% to 5% maximum. A flowing stream traverses the site from east to west in the southern portion of the site, then turns south across the access easement in the SW corner of the site, and continues southwesterly to the Sound. Surface runoff, from the site, sheet flows generally from the NE corner to the SW corner of the site, and into the existing stream. Surface runoff, from the access easement, sheet flows from east to west, to 10'h Place N. There is an existing drainage system consisting of open ditch and 12" concrete pipe along the east side of 10'h Place N, which flows from north to south, beneath the access easement, to the aforementioned existing stream, approximately 300' south. Development surrounding the site is residential on all sides. The site is not within a critical drainage basin. There are no designated wetlands located on the site. PROPOSED DEVELOPMENT & INFILTRATION ANALYSIS The proposed single-family lot contains the same 0.42 acres in total area, and proposes a single-family residential structure, accessed by a 12' wide driveway within a 15' easement from I & Place N, parallel and adjacent to the south property line. The SCS Soils Classification Map depicts the site as containing Alderwood soils that are typically not suitable for on -site infiltration. The site is, however, close to areas known to have Everett soils that are conducive to infiltration, and it was felt that the site soils could be in a transition area and possess some Everett soil type characteristics. The site soils were investigated and infiltration tests were accomplished in accordance with the criteria set forth in the 1992 KCSWMDM. Three test holes were dug and infiltration tests accomplished in the site of the proposed infiltration facility. The detailed results are attached hereto. In summary, the average measured rate for the 3 holes is 0.37 in./min. = 2.71 min./in. = 22.10 in./hr. All runoff from the new impervious areas (roof + patio + parking pad) will be collected and tightlined into the infiltration trench. After applying a factor of safety of 2.0, the required area of infiltration trench bottom = 278 SF. Water quality is not required since the tributary area of new asphalt paving is 884 SF, which is less than 5,000 SF. The pervious areas will continue to sheet flow southerly, through vegetation, to the existing stream. Runoff from the new driveway (area = 2,616 SF) will flow via swale/gutter from the parking pad to 10'h Place N., where it will enter a CB with oil/water separator, prior to entering the existing 12" concrete pipe which drains southerly along the east side of 10'h Place N, for approximately 300', to the existing stream. 0326 Dec 29 03 12:46p BOB PRRROTT 0 425 481 3027 • p.4 Existing (pre -developed) total runoff from the site and runoff from the developed 2,616 SF of proposed driveway are as follows: Total Site Driveway YEAR ()exist, devel 2 0.02 cfs 0.02 cfs 10 0.06 0.03 100 0.12 0.04 It is apparent that the uncontrolled runoff from the proposed driveway is less than or equal to the pre -developed runoff from the total site. All areas subject to vehicular travel are less than 5,000 SF, and are subject to oil/water separation. With runoff from proposed roof, patio and parking pad areas being infiltrated (zero discharge); there should be no adverse impact to the downstream system from this proposal. 0326 Dec 29 03 12:47p BOB PARROTT 425 481 3027 ?i Q�ZL f�Un/o% F C0,4-1,o L4 i 9 i 1yn�5 z o T /Jec_ n= 0. d 2 /i?-c, p.5 /r�x .�� x�s � C.a r/�.5. _ / aS�uv� ��✓ - 8'S �j�s = 1>. /S , 5�l.¢ Ci-¢3J.S/.OSJ ¢ CizdX 30) /c _ /4- as f /3..q4- -- 27 89 �;�. yro,ea�,e q PI-,! •eEsuc_Ts P p, E ,,, 5 t /oo o. i z Dec 29 03 12:47p BOB PARROTT 425 481 3027 • p.6 /�/1�pE!/�LOPE.� S� fE Run/OFG KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface water Management Division. HYDROGRAPH PROGRAMS Version 4.21B 1 - INFO ON THIS PROGRAM P0, 2 - SBUHYD 3 - MODIFIED SBUHYD 4 - ROUTE 5 - ROUTE2 6 - ADDHYD 7 - BASEFLOW 8 - PLOTHYD 9 - DATA 10 - RDFAC 11 - RETURN TO DOS ENTER OPTION: 2 L SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 - S.C.S. TYPE -IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE -IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2,24,1.43 ----------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** 2-YEAR 24-HOUR STORM **** 1.43" TOTAL PRECIP. ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 0.42,85,0.00,98,27.89 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .4 85.0 .0 98.0 27.9 PEAK-Q(CFS) T PEAK(HRS) VOL(CU-FT) �.02 8.00 619 7Z Dec 29 03 12:47p BOB PRRROTT • 425 481 3027 • p.7 ENTER [d:j[pathjfilename[.extj FOR STORAGE OF COMPUTED HYDROGRAPH: a . n»Se2 FILE ALREADY EXIST; OVERWRITE (Y Or N) ? Y SPECIFY; C: - C:ONTINUE, N - NEWSTORM, P - PRINT, S - STOP n STORM OPTIONS: 1 - S.C.S. TYPE -IA 7 - 7-1-Av nrQTrI\T (ZTf)PM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-lA RAINFALL DISTRIBUTION FT%rrVP - VVF0 ( VV hV T1TTVATTOW f Ti(1T7F 1 AAF(`TU f TN(_'SjF„�' 1 10,24,2.2 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** G 4_ - S31J U K A l UtC!"S G. L U" i V l ti i. Y2Cra..L Y. ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 u.4G,6D,V.uu,in, .:i.d: DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN a _4 ?5 n Cl oa_n 27 a PEAK-Q(CFS)/," T-PEAK(HRS) VOL(CU-FT) nc > _ u3 , All ,o Ek isT ENTER [d:j[pathjfilename[.extj FOR STORAGE OF COMPUTED HYDROGRAPH: FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C: - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP n STORM OPTIONS: l - S.C.S. TYPE -IA 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE -IA RAINFALL DISTRIBUTION RMTRR 7 VRrO WRAP) , nTTRn'rT()iv (7f1TTR 1 PRF'f Tp / TNf'TTFc_ 1 100,24,3.10 ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** Dec 29 03 12:47p BOB PARROTT 425 481 3027 p.8 • • ********* 100-YEAR 24-HOUR STORM **** 3.101, TOTAL PRECIP. ********* ---------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 n 42 RF,n.nn as ?7_Qq DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4 Qr n _n ap_n 27_0 PEAK-Q(CFS) � 1-PEAK(HRS) VOL(CU-FT) ENTER [d:][path)filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: FILE ALREADY EXIST; OVERWRITE (Y Or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP Dec 29 03 12:47p -EA 496—am�" N BOB PARROTT 425 481 3027 P.9 SEE/ 0 — I —B --1454 7 7 FRmERICY '*; COENTY I STH pi sw 2 OVERLOOK / PK min w tc 16511. SI a�- HLrTT PL SW" - '5 FAW PK 187M Ian, 5T w PL 54 167TH ST SW ST W -A 4 WATE T E! AKE PL Iqurf sw 1-0111 Si SW- v CHERR ST -N -f,4 . q"�t �T 13 < .3 I o' X < '. ijkit: ;�z Qp. W O U".1m 'Q• Tj" 196TH PUGET DR 'q t10 WY.;tizMELODY LY I HiNom 6-1 L&M NLAI D..-- HILL PA A t f 196"' st mi � M Jrk 81IT± RE k'� e ��S xl ST SW ..j 21 VNUrRWA MR p% ERS ST PARK t VISTA WY OOTH $T SW BRACKETTS �R LN .y 'G�}MY EWIL I ERRA. 202-411.. LAfJOING REAC14 •of GLEli E14 L All 's Fj ST SW . .... .... . .0 W4 is sr rj '.1spMUE PINE irm SIM. S? ' 16 fs 2 �f2 YF [WortsL ELL ST :RIDGE *-206T H for,, Mrs Ali, M,• DAYTON 11.s ST V-4 MAP YOST 5 Ft H&MIAL = PARK IS 209TH P L rAJ& < 'zT. fC g z ?7 ST CE Muff HOLLV DR NDWELL CEDAR i PAR 01 �ST SW RERWISE SpRixf Z.-ST %:xp �,y pe C1 7,;; 2 H WY mull s UEN < PARK & St 715111 S: sw Z-S-M $1 sw J, L�w '!sry — - :- KAKAH C-71 IMTW !! H. ;Ei '1�1 tit � �x P. _1 s' 21 7TH ST _1 sw ... — af ti ' E zi 26 nA FIR _2.1ap. i T sw 2 "`;Z 30 Z: i251 22 TH C*CST sw i200 to, ST j S. M- PL .'ATQ"i.Fly JE i� Ms: IL 117 1 Sw sl e. sw $, 4f4:::.�7 mp 3000 ANu DUUU-rUu i urniu i 70 ', O' i 1 3/4 4 IV Ul OD r O' N v Dec 29 03 12:50p BOB PARROTT 425 481 3027 p.11 • County Area, Washington TABLE 15.--WATER FEATURES ng" and "water table" and terms such as "rare," "apparent," and "perched" are explained in the t. The symbol < mans loss than; > means more then. Absence of an entry indicates that the ture is not a concern] Soil name and 1Hydrologlel _V_ I map symbol 1 group i Frequency 1 Duration 1 Months 2. 3---------- -- ----- 1 C !None------------1 --- 1 --- derwood lderwood--------------1 C ! INone------------ 1 --- 1 -_- t{ierett---------------- 1 A !None ------------ 1 1 i; 60• 1 ood-------------- ; f C ) i i !None ------------ t t --- 1 --- 1 �Vrban land. 1 1 l l ! ----------------------- ! C I { None ------------ 1 ! --- l Oct -Jun Belli ngh am 1 I l l i D {Frequent --------(Very long ----- I Oct -Jun Bellingham Variant ! P� 10, 11---------------1 C ! ! INone------------ { ! --- I --- Cathcart I l ! ! 1 i t 1 Cryohemists 1 ! ! ! 3----------------------t C (None ------------ 1 --- t --- Custer ; I t 1�----------------------; C ! { !None----»»-»-; --- ! { --- Elwell 55: I I t ! Elwell-------------- ---1 C {None--- --------- I --- I --- `lOmOunt-___»-»------{ C !None------------t --- { --- f'6�: Elwell-----------------1 C lNone------------ 1 --- 1 -- I Olomount---- ----------- i C I I INone------------ 1 --- 1 I --- Rock outcrop. l ��17, 18, 19--------------1 A i I INone------------ I --- 1 l --- Everett Fluvaquents 1 1 1 ---------------------- C C INone----- » ----- i --- ' 'P Getchell 1 ; I I 229: Getchell---------------! C INone--------�---i --- ; --- 1 t 030--------------------1 C .None --------- ---{ .230: ! ! ! ! Getchell--------------- I ' C INone------------ I --- I ' , l --- 1 See footnote at end of table. 1 Depth { Kind i — { 1 1.5-3.0 {Perched , ! { 1 1.5-3.0 !Perched 1 >6.0 ! --- t ! 1 1.5-3.0 !Perched { i { { ! +1-1.0 !Apparent ! ! ! ! ! +1-1.0 {Apparent ! ! { ! 1 >6.0 { --- , 1 { ! 0-1.0 {Apparent { ! ! 1.5-3.0 ',Perched { l 1 { ! l 1 1.5-3.0 {Perched ! ! 1 1.5-3.5 IPerehed ' I ! ! 1 1.5-3.0 lPerched ! { 1 1.5-3.5 tPerehed I >6.0 I --- ! 1.5-3.0 (Perched I l 1.5-3.0 lPerched 1.5-3.0 ;Perched ! 1.5-3.0 !Perched I 189 I Months ; Jan -Mar , , , , , 1 Jan -Mar , , ! Jan -Mar 1 Oct -Jun I Oct -Jun ! ! I Nov -Mar ! ! 1 Nov -Jun t l I Nov -Jun i i Nov -May I Nov -Jun l 1 Nov -May ! I 1 1 1 1 ! ! Dec -May 1 I Dec -May i Nov -May ! I Dec -May Dee 29 03 12:53p BOB PRRROTT 425 481 3027 DEVELOPED CONDITIONS It is proposed to infiltrate runoff from the developed roof, patio and parking pad areas. Three infiltration test holes were dug and tests performed, under my supervision, in accordance with procedures outlined in the 1992 KCSWDM. The results of those tests are attached following. In accordance with Tables 4.5.1 B and 4.5.2, the required trench bottom area = 278 SF. The proposed design provides 280 SF. The trench will be located between the proposed house and the stream buffer setback line, west of the driveway and parking pad. Runoff from the parking pad will be subject to oil/water separation. Runoff from the remaining asphalt driveway (area = 2,616 SF, and Tc = 10.0 minutes), is computed to be as follows: Driveway YEAR Qdevel 2 0.02 cfs 10 0.03 100 0.04 This proposed uncontrolled runoff is less than or equal to the pre -developed runoff from the total site. Runoff from the new driveway (area = 2,616 SF) will flow via swale/gutter from the parking pad to 10`h Place N., where it will enter a CB with oil/water separator, prior to entering the existing 12" concrete pipe which drains southerly along the east side of 100 Place N, for approximately 300', to the existing stream. 0326 p.12 Dec 29 03 12:53p BOB PARROTT • 425 481 3027 • p.13 ACrE� /A, -a, S,gTU,P�iTiO-✓ ��,Qio17 yd�E �i A� ' 6-7ra/7^,:., a.38 -ep 3.6 2. 2 5Z /y ;17 Dec 29 03 12:53p BOB PARROTT 0 425 481 3027 0 p. 14 �iv- z,4-sr,-- et405 2- -SrI/V/Cl - Zeve, rH 440,7 Z— r S:553 A 7,5- eoo�5 x'� 6,VS, 4v26,9 278 S.F. \�C� b f C�� Dec 29 03 12:53p BOB PARROTT 425 481 3027 p.15 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL o A licensed septic system designer or suitably trained person working under the supervision of a licensed Professional Engineer shall make an inspection of the soil after the system is excavated, before the trenches are filled with rock to confirm that suitable soils are present. Method of Analysis/Length of Roof Downspout Infiltration Trenches The length of trench required is based on the U.S.D.A. soil texture class, the roof area and the site location, using Table 4.5.1 B. The length of trench required is determined by dividing the roof area by 1000 and multiplying by the unit length I from the chart for the soil type and multiplying the result by the regional scale factor k shown in Figure 4.5.11). The trench length L is computed using the following equation: L = (AR/1000)(1)(k) Where: A„ = area of the roof tributary to the system, it'. (Note: a typical single-family residence has a roof area of approximately 2,000 it'.) 1 = the unit length of trench required per 1,000 it' of roof area from Table 4.5.18, it" k = the regional scale factor from Figure 4.5.10. TABLE 4.5.1E INFILTRATION TRENCH LENGTHS FOR RESIDENTIAL ROOF DOWNSPOUT INFILTRATION SYSTEMS Soil Texture Class (U.S.D.A.) Lineal Feet of Trench per 1000 ft' of Roof - Sea Tac Lineal Feet of Trench per 1000 ft' of Roof - Landsbur 1. Coarse sands or Cobbles 15 20 2. Medium sand 25 30 3. Fine sand, loamy sand 60 75 4. Sandy loam 100 125 5. Loam 150 190 ME]* Example: Proposed residence located at Kent East Hill Roof area (Aj = 2,000 square feet; Soil Texture Class = loamy sand; From Table 4.5.1 A, 60 it trench/1000 ft' of roof, from Figure 4.5.1 D k = 1.0 L = (2000/1000)(60)(1.0) = 120 ft (Note: could be accomplished by two trenches). 4.5.1-3 11/94 Dec 29 03 12:SSp BOB PARROTT 425 481 3027 p.16 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL PLAN VIEW ROOF DRAIN ' NO SCALE OBSERVATION PIPE 47 RIGID OR 6' FLEXIBLE — — — — — — — — — — `PERFORATED PIPE t �-----------------i SUhIP INFILTRATION TRENCH w/SOLID UD PROFILE VIEW °RA'" NO SCALE OVERFLOW OBSERVATION PIPE 4' RIGID OR G FLEXIBLE SPLASH BLOCK PERFORATED PIPE ------------- -ICVM- °.D WASHED ROCK 1' MIN 5.D' MIN 1 1/2"-3/4 0. FINE 1' IN _ _ _ _ _ _ _ _ ' J C B SUMP w/ 3 S SCREEN SCUD UD 10' MI A OBSERVATION PIPE 4-4 PVC PERF PIPE COMPACT BACKFILL ° 4' RIGID OR FLEXIBLE PI PERFORATED PIPE � • 7►e 24 , Ye �aSo�p WASHED ROCK 17 es WRAP GRAVEL ENTIRELY g WITH FILTER FABRLC SECTION A NO SCALE 4.5.1 S 11/9a Dec 29 03 12:55p BOB PARROTT 425 481 3027 p.17 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL The engineer shall perform sufficient tests to determine a representative infiltration rate for the site but at least three tests shall be performed for each proposed tank or pond site and at least 2 tests per acre a a minimum o ests shall be performed or each closed depression. The measured rate shall have the following factor of safety applied: for the EPA method F.S. = 2.0; for ASTM D-3385, F.S. = 1.75. A minimum of two soils logs, extending a minimum of 5 feet in depth below the bottom of each proposed tank and a minimum of two soils logs, extending a minimum of 5 feet in depth below the bottom of each proposed pond shall be obtained for each 10,000 square feet (plan view area) of proposed pond infiltration surface area. The logs shall describe the S.C.S. series of the soil, the textural class of the soil horizon through the depth of the log, and note any evidence of high groundwater level, such as mottling. TABLE 4.5.2 MAXIMUM INFILTRATION RATES FOR SOIL TYPES Soil Texture Class (U.S.D.A.) Maximum Infiltration Rates (Inches per Hour) Maximum Infiltration Rates (Inches Per Minute) 1. Coarse sands or Cobbles 20 0.33 - .rs. 2. Medium sand //• oS .0 8 0.13 3. Fine sand, loamy sand 2.4 0.04 4. Sandy loam 1.0 0.017 5. Loam 0.50 0.008 100-Year Overflow Conveyance An overflow route shall be identified in the event the tank or pond infiltration capacity is exceeded or the facility becomes plugged and fails. Ponds shall have an emergency spillway designed in accordance with the RID pond standards. All infiltration overflow systems shall be designed to convey the 100-year 24-hour design storm event to the natural surface outlet. All overflow systems shall meet the requirements of Section 1.2.1. Oil Spill Control All infiltration facilities must have an oil spill control device upstream of the facility to capture any oil or other floatable contaminants before they enter the infiltration facility. The oil control device may consist of a Tee section in a catch basin or manhole. The oil control device shall provide protection up to the 10-year design storm. Groundwater Protection Standards The protection of groundwater quality is recognized as an issue of greater concern than in the past and groundwater protection standards are changing rapidly. Increased safeguards are required. The applicant must check state and other local regulations such as the Critical Aquifer Recharge Areas ordinance, basin plans, community plans, King County Health Department regulations and check with local water purveyors to determine if there are sole source aquifers, wellhead or groundwater protection zones, or aquifer recharge areas which may impose more stringent requirements on infiltration facilities than those in this manual. Groundwater purveyors should be responsible for determining the capture zones of their water supply wells. If federal, state or other local jurisdictions have more stringent groundwater protection requirements than those contained herein, the more stringent requirements shall apply. In no case should infiltration ponds and tanks be placed closer than 100 feet from drinking water wells and springs used for drinking water supplies. Where water supply wells exist nearby, it is the 4.5.2-2 11194 Dec 29 03 12:56p BOB PARROTT 425 481 3027 p.18 �2o�o�6D ��✓ELo E �v - r9 unloFt KING COUNTY DEPARTMENT OF PUBLIC WORKS ti117"! u.. .: I'17.HT� Pi!:1 T!�-1(1:3'Sirii i�� 711 \•'. c.. Cal HYDROGRAPH PROGRAMS 1 - INFO ON THIS PROGRAM 3 - MODIFIED SBUHYD 4 - ROUTE - - m(77TF 6 - ADDHYD 7 - BASEFLOW 9 - DATA 10 - RDFAC 1 - P77 KK7:- ENTER OPTION: SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 - S.C.S. TYPE-lA 3 - STORM DATA FILE SPECIFY STORM OPTION: S.C.S. TYPE-lA RAINFALL DISTRIBUTION 2,24,1.43 ----------------------------------------------------------------------- *******************Ilr C. n C TVDC'_1 L nTQTDTAT1TTn T ; '4 -jjUUX 6l`Ujt.M ^ ^ ^ ^ I . `! " 'll% l`H' L i?kE .J. E' . AAAAAAAAA ----------------------------------------------------------------------- ENTER: n (PE V)CN(PERV) n (TMDFDV)CH(IMPERV). TC FOR BASIN NO 1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN PEAK-O(CFS) T-PEAK(HRS) VOL(CU-FT) Dec 29 03 12:57p 4 BOB PARROTT 425 481 3027 • .02 7.83 263 ENTER id:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: a:0326p2 Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP r.. STORM OPTIONS: 1 - S.C.S. TYPE-lA 2 - 7-DAY DESIGN STORM SPECIFY STORM OPTION: S.C.S. TYPE -IA RAINFALL DISTRIBUTION i 10,24,2.2 ---------------------------------------------------------------------- ******************** C r Q TYDF-1 A TITCTRTR[)TTON iu_ywk2 24-fiuijk 61`0!UFj ^"^A L.LV" TOTAL i'RE _Le. ^^^ ^^^^^ ---------------------------------------------------------------------- ENTER : A ! DER 7) , CN (PERV)r n (TMPERV )CN ( TMDEPT11 MO VnP Rn CTN !,To. '1 _ U. UU, b-, U. VO, 70,1U.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN i' >iti PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 03 d iQ /O ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP n STORM OPTIONS: 1 - S_C.S. TYPE -IA I IM•5 -, V �� i 1 3 - STORM DATA FILE SPECIFY STORM OPTION: S.C.S. TYPE-lA RAINFALL DISTRIBUTION !4T�' Y f 01 V v_P I!'- - 1'l l,lt\[t. 'y�ll'YI --- 7 100,24,3.1 City of Edmonds Critical Areas Determination Applicant: Phil Lund Determination #: ICA-98-97 Project Name: Non -Project Specific Permit Number: Site Location: 142210th Place North Property Tax Acct #: [5319-041-003-0006 Project Description: Non -Project Specific Determination: Study Required: During review and inspection of the subject site, it was found that Northstream, a Class 2A stream with salmonids runs across the back corner. The site is also designated as an Environmentally Sensitive Area due to water environment and a Critical Area pursuant to the requirements of Chapter 20.15B of the Edmonds Community Development Code (ECDC). Prior to submission of any development permit, you will be required to provide the following for review by the Planning Department: 1. A site plan prepared by a Licensed Surveyor showing the location of the stream, the top of bank, the 50 foot stream buffer and the 15 foot building setback from the buffer as required by ECDC Chapter 20.15B.120.A.1. A biologist may be retained to confirm the lack of salmonids in that section of Northstream and thereby reduce the buffer down to 25 feet. 2. Approval of the proposed development by Tony Opperman from the State Department of Fish & Wildlife (Mill Creek office) to determine impacts and recommend mitigation measures to ensure protection of the habitat/stream. 3. An Environmental Checklist for SEPA review will be required for any development proposals and future building permits for this site. If the property owner wishes to apply for a specific development permit which they feel would not impact the Critical Area location on the site, they may submit their proposal to the Planning Department for review. If staff finds that the proposed development permit will not adversely impact a Critical Area or its buffers, a conditional waiver must be issued on a project by project basis. If the application of the Critical Areas ordinance creates an unbuildable lot, there are provisions for variance and Reasonable Use Exceptions (see ECDC Chapter 20.15B.170A and 20.15B.040.C). Narne ture �/ Date f I L.F—p7 HALAC7LYC PROJECT APPROVO „1'W;141i,,,;,,,,, uu•ui nl I'I.11 :old Wildlirr FISH RCW 75.20.100 or RCVV 75Z0.108 Ihlial-1, 1,i1' F,1 pI�SHnwrd �11,1119 \fill /'�,, k IAndr�'ard W ULil'LY Mill Crur6. \\ a+hinLunl 11401 i DATE ON ISSUE: February 13, 1999 LOG NU.IVIiIER; t1t)_1>2..M PERMITTEE I AU:EHORXZ.EI) A(:.T;N'i' (')It_('O1'1_QA('_I:(,)R Herbert Shippen Lovell-Sauerland & Associatos. Inc. c/o 19400 - 33r1 Ave. W. t'#200 ATTENTION: C. Campbell Lynnwood, Washington 98036 19400 - 33f1 Ave. Suite 206 (425) 776-7959 Lynnwood, Washington 98037 (425) 775-1591 1'.1t4�4:r:L, .- :al,`�..;<LiI''da:�Dl►�y_-Jr�tv�L;ANa-}��„a�a�,at•dt�•�-•ta t��cess•p;:ca��t7;..... . PROJECT LOCATION: 1422 - 10t1 Place North, Edmonds, Washington # wRIA WATER HODY TRIBUTARY TO 114 SEC. J!• 3' W1 .S1111) ii��vc:i; cA�.►�,na�. I o8MO8 North Stream Crcck Puget Sound SE 13 27 Norilt n 1 I.:�:1 tiw h�uuisll NOTE: This culvert is proposed for installation in a location where fish passage is not a concern. PROVISIONS 1. TIMIN(.: LIMITATIONSS: The project may begin Immediately and shall be completed by Goober 1, 11)�)�)• provided: a. If the stream is dry or in a .low -flow period, work may start immediately. If the stream is not dry or 1n a Inw-Iluw period, work shall not start until low flow occurs or after June 1, 1999. 2. Work shall be accomplished per plans and specifications submitted to the Washington Deparin)enl 1,1' I i;ll au,l Wildlife, except as modified by this Hydraulic Project Approval. These plans reflect design criteria l,rr t 'h:iplcr 220- 110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impact. 11) fish re,uurucs. copy of these plan: shall be av;.il:able on site during censtruction. 3. The culvert shall be plaoed on a flat gradient with the bottom of the culvert placed below the level oi' the strearrlbcd a minimum of 20 percent of the culvert diameter for a round culvert, and 20 percent of•the culvert'. ri.r I,)r an ('llil)licol culvert. The 20 percent placement below the streambed shall be treasured at the culvert outlel. 4. The culvert shall be installed to maintain structural integrity to the 100-year peak flow with considerailo , ,If the debris likoly to be encountered. 5. The culvert shall be installed mid maintained to avoid inlet scouring and to prevent erosion ol',trean) hank, downstream of the project. 6. The culvert shall be installed in the dry or in isolation from the stream flow by the installation of a hypass 11unle ,Ir culvert, or by pumping the stream flow around the work area. The bypass shall be ol'sullicienl size it) imss- ;III lbws and debris for the duration of the project. Page 1 of 3 00 39Vd QNV7l83f117S-7l3A0l 866L-ZL9-SZV 0Z:9t 665Z/L0/90 HARkAULYC PROJECT APPROV0 .I:11/• „t Washington RCW 75.20.100 or RCW 75.20.108 ut•Itat I,tt, to t,r I itilt mid \\ iltuir.' IkpOrlrneN 0/ �p ta•�uut •1 Illlir,� F�ry7�r1�r p I601R \till l',t' pii rk Ituulrvar,l L F6 •\•till 1 ,v,•1., \\'a.vltinl,lnn 4M111? DATE 01, ISSUE: February 13. 1999 LOG NUMIMIZ._.-•11t►-1•>7r.tti2--()1_ 7. Neither culvert shall not exceed 30 feet in total length. 8. Disturbance of the streambed and banks shall be limited to that necessary to place the culvert :Intl ;niy rct)uiIV( 1 channel mollification associated with it. Affected streambed and bank areas outside; the culvert ;Intl :Fall;alert fill shall be restored to preproject configuration following installation of the culvert. 9. Prior to releasing the water flow to the project area, all barite protection or armoring. shall he c m pIcickl. 10. l-rosion conlrlil methods shall be used to prevent silt -laden water from entering the stream. I'IteSk' nlay 111CIntic, Intl are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pe:a hru\'rl-I'l IIc f Ilurlal, Il:lgs or other mate nul, and/or immediate mulching of exposed areas. 1 I. if high flow conditions that may cause siltation are encountered during this project, work shall ,iop twill 11w 111m, subsides. 12. Uxtreme care shall be Liken to ensure that no petroleum products, hydraulic fluid, fresh ccnrt.•ni, ,cdlii •nls, svdMIrnl- laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or Ic.wh Into, 111c �cIl ;1111. SEPA: l:xe:mpt, no other non-exempt permits APPLICATION ACCEPTED: January 28, 1999 ENFORCEMENT OFFIC EII: 1.amhcn Ilea 1 I1t31 Tony Opperinann (425) 379-2309 D for Ilirrcttll• Area habitat Biologist GENERAL PROVISIONS This Hydraulic Pro.juct Approval (ETPA) pertains only to the provisions of the hisheries Code (12(:W 75.20). /�tltlili,uril anllutrir.alittn froln either public agencies may be necessary for this project. `this 1-111A shall be available on the job site at all times and all its provisions followed by the pormiucc atilt tlhcr:Iltlrll,l ltk•rlttrntiiig Ili; work. This HPA does not authorize trespass. The person(s) to whom this I.1PA is issued may be held liable for any loss or damage to fish lily or fish habilal \\ hit h 1.'suhs ;rant failure tc) corrlply with the provisions of this HPA. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty ol•:11) It, t111t' Inr11111-:tl dollar. per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. Page 2 of 3 90 39tid QNV-I83nvs-773I10I 866L-ZL9-SZb 0i:9Z 666i/L0/90 HY&AULIC PROJECT APPROV0 State III, D�pem of RCW 75.20..100 or RCW 75.20.I08 Dep:urtttriu „t ri.sh a1td watuir.• Icegion •1 Derr;,• FmInSHa,riIaeo r a1a Nrrvvk Itisulevard IVIDrR \'lill (1 t•I:, \\':;.chiaGlue9Nlt1_ DATC OF SSC1C: February 13. 1999 All HPAs issued pursuant to RCW 75.20.100 or 75.20.160 are subject to additional restrictions, cotulitlolls or IevIw;lIinn iI the Department of Fish and Wildlife determines that new biological or physical information indicates the need foisue I arti;rlt. IIw permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pur,u:lnl It, M 'w 7:N. 20.1 eta u„ly be modified by the .Department of Fish and Wildlife due to changed conditions after consultation with the penttiln:;•: 11IZ0V I I )I .I I HOWI'sVER. that such modifications shall be subject to appeal to the Hydraulic Appeals Board established It) 75-20. APPEALS - GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PIWAI'(•'I' APPR 1VA1.. I'111:10' ARE .INFOIZMA.1. AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL Al?PEAI.S (WAC 220-110-340) OF DEPARTMENTACTIONS TAKEN 1>U,(tSUAN'1''1'() IZCW 7�.20. 1tit), 75.20.103, 75.20.106, AND 75.20-160: A person who is aggrieved or adversely affected by the following Department actions may request an inl'nrnwl it•\•irav of. (A) The denial or issuance of a HPA, or the conditions or provisions made part of a III'A; or (I3) An order imposing civil penalties, it is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concern,. Muxl lmthlrul.-z are resolved at this level, but if not, you may elevate your concerns to his/her supervisor. A request lot, an I NI'O h \4 A 1. k I'' V I I iW shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington oxx o I I001 :lied shall he .RECEIVED by the Department within 30-days of the denial or issuance of a I•IPA or wceipl ofan under in posini. 6vil penalties. The 30-day time requirement may be stayed by the Department if negotiations arc occilrrim: holwL.L.n 011., party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Divisiolt Iti.. 11c•r designee shall conduct a review and recommend a decision to the Director or its designee. II•you arc not xalislir.l wilt Ilic rr•ults of this informal appeal, a formal appeal may be filed. B. 11�ORMAL APPEALS (WAC 220-110-350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO W-W 100 OR 7.5.20.106: A person who is aggrieved or adversely affected by the following Department actions may request an fornull revit•w ni': (A) The denial or issuance of a HPA, or the conditions or provisions made part of a 111W (13) An order imposing civil penalties; or (C) Any other "agency action" for which an adjudicative proceeding is required under the Adniini.,aml ivc I'1'nt'ctlt,1-t• Arl, Chapter 34.05 RCW. A rcclucst for a FORMAL APPEAL shall he in WW..TNCi to the Denarrmenr of Fish and Wildlife, Grid) (%il,iiiii Wm, North. Olympia. Washington 98501-1091, shall be plainly labeled as "REQUEST FOR FORMAL AI'PUA1." and shall I),-ItF(TlVFl) DURING OFFICE HOURS by the Department within 30-days of the Department action that is being t holden, rtl. 'I Ilk- tittle lwritid for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there. hex hct:n tilt inl�n nrll appeal, the deadline for requesting a formal appeal shall be within 30-days of the date of the Departnunfn wriuvtt dvi:1sion in response to the informal appeal. C. F(WMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.103 Or 75.20,100: A person who is aggrieved or adversely affected by the denial or issuance of a HPA, or the conditions or hmvtsit11I.. nta(ly 1):trl ol• a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRI'1.1N6 to the I lyth-aulit• Appr;tl.. Ito.ml Ilt.•r WAC 259-04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building 'rwo - Rowe Six, l atrey, \h1;t.4lnp.ion 900-. telephone 360/459-6327. D. FAII,UIZI•:'f0 APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FOR]"EITUM-i ( )F Ai.I. Alt('I':Al . IZIGI ITS. 1F TI-1EIZE iS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SIIAI.I. B : 1;INA I. AND UNAPPEALADI.E. Page 3 of 3 90 3911d QNV1213nvs—113A0l B66L—ZL9—SZb 0T:9T 666T/L0/90 • 0 Lovell-Sauerland & Associates, Inc. LSA Lynnwood/Seattle: (425) 775-1591 19400 33rd Avenue W. Suite 200 Toll Free: (800) 775-7663 Lynnwood, Washington 98036 FAX FAX: (425) 672-7998 Engineers / Surveyors / Planners / Development Consultants Date: June 7, 1999 TO: Steve Bullock SUBJECT: Shippen project PHONE: (425) 771-0220 FROM: Craig Campbell, P.E. LSA Job No. 3907 FAX: (425) 771-0221 Attached is a Critical Areas Checklist. I have also attached a letter report from Pentec; regarding the lack of fish in the creek, and a copy of the approved HPA for the project. I understand from talking to Don Fiene that he has forwarded you a copy of the proposed culvert design. Please let me know if you have any questions. TO 3E)Vd QNC-l83nvs--I-I3110-I 866L-ZL9-SZV 0 T :9 T 666 T /L0 /90 • ..L is :�. ' Critical Areas Checklist ---------------------------------------------------- Site Information (soils/topog-raphv/hvdrology!vegetation) 1. Site At,dress/ Location: 142'Z- Property Tax :account Number- 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? /, es; no. w is site developed? L D e, � �-�' , "' ' �. if yes; .u7 eloped? /-1-N �•�:1��•' ; /' � -�• �. _.�...RES 1�� N GzF 5. Describe the general site topog-raphy. Check all that apply. k: Flat: less than 5-feet elevation change over entire situ. Rolling- slopes on site generally less than 15"0 is vertical rise of horizontal distance of 056-feet). Hilly: slopes present on site of more than 15=5 and less then `10 rise of 10-feet over a horizontal distance of 33, to Steep: grades of greater than 30°0 present on site ! a rdc.:l I )•t r a horizontal distance of less than 33-feet). Other (please describe): 1i. Site contains areas of year-round standing water: AJ'f Site ::ontains areas of seasonal standing water: Avpr��N. Whtit seasonis) of the year? Site is in the tloodwav tloodplain V of a water .:c;urse. ?. Site writains a creek or an area where water flows across Ele grour.Lis is:. t\ ..ir" vear-round? i Flows are seasonal? (What time of wear' . . 10. Site is primarily: forested ; meadow ;shrubs _: niixL:Ll urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: ---- ___M _------For City Staff Use Only- 1. Site is Zoned? ?. SCS napped soil type(s)? �.,-_ ......_... 3, Wetland inventory or C.A. map indicates wetland present on site? 4. Critical Areas inventory or C.A. map indicates Critical Area on site? 5. Site within designated earth subsidence landslide hazard area? 6. Site designated on the Environmentally Sensitive areas flap? DETERIVIINA'T'10N STUDY REQUIRED _ WAIVER Reviewed by: Planner CON-DITIONAL tivAPV1,1: Date NOV oz ., i v,a E0 39Vd QNd183nvs-113n01 866L-ZL9-SZV 0T:9T 666T/L0I90 0 0 City of Edmonds T,W CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be C111Cd out by any person preparing a Development Permit Application for the City of Edmonds prior to hisiher submittal of a development peTMIE to the ('11Y. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at C*-- Hall (Critical Areas inventories. maps. or soil -\.n applicant. or I ' ' S";, )Lit 1 .13 Iler rclm A:l the checklist. sign and .l.Me it. 311d <110111(i :1 W d1c City. The City w1il ?._eVIC'.V :lit: a precursory site vis . it. and inak"e -1 01, Llw subsequent steps necessary 10 0111'.1iLh: .1 .I..I)INIM11 permit application. Please submit a �,Iclnizy ni-.ip :lion!_ -,�t(h i!i,: copy of this form to assist I . in 1 1111!., antilit locating the speciric piece of prtwori� )I1 [his form. In addition. :.he -Ji:dl irdudc other pertinent iritormacion map. etc.) or studii�s :n To assist Staff ':)I COMV101111...' assessment of the site I have completed the attached Critical Areas Checklist and attest that the proviticd :o 111V best of my knowledge (kill out the appropriate column below). Owner/Applicant: Name Street Address Citv State Zip Telephone Signature Date C:rtCCPti0n*%j all 3%cad. doc Applicant Representative: Name LnUU ScUtf-e-tact, 194go S-3-"' AJF, -sTF- Zoo Street Address tV A 9 80 Ciry State Z5 7 77 45, q I Telephone S i gnaiure Date (over) ZO 39Vd GNV183nvs-113A01 866L-ZL9-SZV 01:91 6661/L0/90 0 • CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 • FAX (425) 771.0221 DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering June 24, 1999 Craig Campbell Lovell Saueriand 19400 33rd Ave. West Lynnwood, WA 98036 Subject: Determination regarding Critical Areas Checklist # 98-97 BARBARA FAHEY MAYOR Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. .............:::;:::::::::::;:;.:::;:..::.:;.:::; ..:::::::.: ;::. . ..;.::..:...::.:.::.:...::..:...:..::.::.:>:.::.::;:..::.s::;::>::.::::..:::.:::::;:::::>>::::>::>:: Tf�BE:N.dTEO.:......:::...:..::::::..:.................:.::......:...:: ::.:..::.:::..;: :....:...::..:.....:....... IMPORTANT INFORMATION:::;::....:. PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY. The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. y You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL AM PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB• Land Use Applications Any other development permit applications. cc: Phil Lund Enc: Critical Areas Determination • Architectural Design Board Thank you. Sharia Graham Planning Secretary • Incorporated August 11, 1890 • Sister City - Hekinan, Japan i City of Edmonds Critical Areas Determination Applicant: Craig Campbell — LSA Determination #: CA-98-97 Project Name: N/A Permit Number: N/A Site Location: 1422 10`" Place North Property Tax Acct #: 5319-041-003-0006 Project Description Non project specific Determination: Study Complete On April 4, 1998, a Critical Area Determination was completed at the above noted address. Due to the presence of North Stream Creek flowing through the property, a "Study Required" determination was issued. The applicant has provided a stream/salmonid survey report from Pentec Environmental dated April 15, 1998. It found no presence of salmonids and barriers downsteam would prevent future possibilities of salmonid habitat. A Hydrallic Project Approval (HPA) has also been obtained from the Washington Department of Fish and Wildlife issued February 13, 1999 to culvert the stream. All conditions of the HPA must be followed. Any development or permit proposal is subject to SEPA review due. The "Study Required" element of the Critical Area section of the ECDC has been completed. Karissa Kawamoto Name 6/23/99 Date �1fr' 5._��•7 • CAQENO. -7 Critical Areas Checklist G�------------------------------------------------------------- .Site Information (soils/topography/hydrolo y/vegetation) �U Address/Location: 2 �L Site 1. 2. Property Tax Account Number: / 2 ✓� C, 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? yes; no. If yes; how is site developed? 5. Zhe general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: ; Approx. Depth: 7. Site contains areas of seasonal standing water: ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain of a water course. 9. Site contain a r IA or an area where water flows across the grounds surface? Flows are year- round? Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ;meadow shrubs ; mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: ::•.w :, c •:; �.,.rr�: aria:• ^a_chk.doc; Rev 10/03/97 • City of Edmonds • V4CWF CRYTYCAL AREAS CHECK,ZST The Critical :areas Checklist contained on this form is to be till.. d ,)lit by any person preparing a Deg-elooment Permit .application for the City of Edmonds prior to hisiher .submittal of a development petmi[ to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical . reas are.. or may be, present on the subject properry. The information needed to complete the Checklist should be easily available from observations of the site or data available at Cite Hall (Critical .areas inventories. maps. or soil surveys). .A.n applicant. or the checklist. sign and .'_ate' it. <ui-�11111 A t►, ncc City. The City Lviil reVIC'.V :ht c:l:ci.!i , , n);lkc .1 precursory site Visit. and make :► ,ict�r111ir,►t151n Ilr the subsequent steps necessar• t0 c11I1'r)ic1,:.1 .I, :�Ilrhtn�nl permit application. Please submit a vicini:%m.tp aim),! •� ;(!1 111, copy of this form w assi:zt (_J\ ,r:.,11 in Ii111lin!: :imi locating the speciric piecL- of I)n,i)o:'1\ this form. In addition. ..h, It�rli,:;r.; Ir::ll ir�:lt.r,lc oche: pertinent irr"O17MutiJn i1L: ; i:1i1.:i:l01".27.1011,. map. etc.► or studies :n t�) aSsiSt staff iTr assessment of the site I have completed the ittached Critical .areas Checklist and attest that the :uls,�et i�rc.,� id,:,i :r, i,lctl :1i. Ilrc best of my knowledgee t_till out the appropriate column belov,=r. Owner/Applicant: Applicant Representative: Name Name Ln UU &Ute'-- Street .address Ciry State Zip Telephone Signature Date Ra 1 -sTE 2ov Sweet .address Ciry Sate ,'.____._,.....__..........._..._ii1,....---' Telephone,,_, ' � 5 1 t 1 Signature Date /_7 (w,eI-) c:rtccp►ion,jj11mcac1.Bl0c 7A ';m71!4 aNV7d3nvs-773A01 866L-ZL9-SZV 01 t9i 666T/L0/90 City of Edmonds Critical Areas Determination Applicant: Craig Campbell — LSA Determination # Project Name: N/A Permit Number: CA-98-97 N/A Site Location: 1422 101h Place North Property Tax Acct M 5319-041-003-0006 Project Description: Non project specific Determination: Study Complete On April 4, 1998, a Critical Area Determination was completed at the above noted address. Due to the presence of North Stream Creek flowing through the property, a "Study Required" determination was issued. The applicant has provided a stream/salmonid survey report from Pentec Environmental dated April 15, 1998. It found no presence of salmonids and barriers downsteam would prevent future possibilities of salmonid habitat. A Hydrallic Project Approval (HPA) has also been obtained from the Washington Department of Fish and Wildlife issued February 13, 1999 to culvert the stream. All conditions of the HPA must be followed. Any development or permit proposal is subject to SEPA review due. The "Study Required" element of the Critical Area section of the ECDC has been completed. , Karissa Kawamoto Name 6/23/99 Date 0" entec VIpONMENTAL April 15,1998 Mrs. Carol Clute 7428 Ridge Way Edmonds, WA 98020 Salmonid Presence/Absence Survey and Stream Reconnaissance 1422 10th Place North, Edmonds, Washington Dear Carol: On April 14,1998, Pentec Environmental, Inc. (Pentec), conducted a salmonid presence/absence survey of the section of North Stream located at 1422 loth Place North, Edmonds, Washington (subject parcel). In addition, Pentec conducted a brief stream reconnaissance on the section of North Stream downstream of the subject parcel. Salmonid Presence/Absence Survey Pentec conducted the salmonid presence/absence survey by electrofishing the 150-ft reach of North Stream located on the subject parcel with a Smith -Root Model 15-B backpack clectrofishing unit. This reach of North Stream is approximately 3-ft wide and has a predominately gravel substrate. The banks of the stream are vertical and about 1-ft tall. The ordinary high water mark is the top of the 1-ft-tall bank on both sides of the stream. There is no evidence of bank instability along this 150-ft reach of North Stream. No salmonids or other fish were observed during; the salmonid presence/absence survey. Stream Reconnaissance Pentec conducted a brief stream reconnaissance of North Stream downstream of the subject parcel, looking for the presence of barriers to upstream fish passage. During the stream reconnaissance, a year-round fish passage barrier was observed on the reach of North Strearn that runs along Driftwood Place. The barrier is a 6-ft waterfall and includes an 18-inch-deep pool located at the base of the waterfall. As we mentioned during our conversation yesterday, Pentec can assist you with preparation of the State Environmental Policy Act (SEPA) checklist, joint Aquatic Resource Permits Pentec Environmental, Inc. -120 Third Avenue South, Suite 110 - Edmonds, WA 98020 • Phone: (425) 775-4602 - Fax: (425) 778.9417 L0 39tid QNd-183nvs-7131\0-1 866L-ZL9-SZV 0i:9t 666Z/L0/90 Mrs. Carol Clute April 15,1998 page 2 Application (DARPA), or stream mitigation. To construct your stream crossings, you may need to complete a DARPA to obtain a Hydraulic Project Approval (HPA) from the Washington State Department of Fish and Wildlife and possibly a stream mitigation plan. Pentec routinely performs such services and would be happy to assist you. These additional services would require an addendum to our original scope of work. If you have any questions please call Scott Luchessa or me at (425) 775-4682. Sincerely, Pentec Environmental, Inc. Kerrie McArthur Wetland/Marine Biologist KAM/ds 00975\001wuis_l.00e 80 39Vd QNV183nvs-113AO1 866L-ZL9-SZV 0T:9T 666T/L0/90 CITY CLrv?K. civic cenlur, t o-$LTM t Dt101^,r Edmonds. Washinntart - � � SSA � E t ! :`=.zS � • . 7-13-78 /D Tr' AJO, .. �Al :•-1 . i i .; _- I-i I .1J_ I .1 -t y ' : j : ._i ; .... -I • ., _1 . .,J .. , . . A6 cl �' - II _ _ -i• 1 ^ 1 Li :�-: _L_. •j...;_.. ... 1 1-'. ...-1-!-�--1. .•�. j. ...: •... , r+M• •W �-.._ 1_.�._.. I_ i.. . y. i r Y .L..J._ -1__1 ..i. . M._.. i .... .. _.. 1, 1. _ ..i .... .. _ ... .. . ' PITH' 1 .. .:: — �--- .J T • 1 • ��-r, t-��y.�_ .. «..�'�-}_-._i..1• _� 1_-`-i.�"_,._./_j._j'... .t-i-..i_}_.1-'-_ �. .f- _ ��i__L...�._J-: ._.j_;..�_L..i-,. i_. ._: :.... � .i_ �1 .1. � '.. : ; •..� .�.._�. _I._. 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Z ECOR DING -T EDMONDS 7811150 31-1 v0l 1417 Page 3 _— Ut -- 01/27/2004 09:26 LAWYERS TITLE 4 94256703359 200311260232 �1-2s-2aa3 4 PGq Pcs Attar recordlagrotara to: SNOHOMISH COUN Y. 322 00 GVARA xn:scll� WA3MINGiON 7503 BRAEmAR DRIVE EDMMM, WA 96026 MICROFILM Reference Numbers) of Document assigned or released: Not Applicabie ,� P\ NO.117 D002 1' cuuuIIADWZo,c.vu NO EXCISE I-AX REQUIRED NOV 2.5.2003 008 DA011, Snorwinisn uuuiq ansurer gy _HOB DANTINI PERMIT COUNTER Grantors) (Last name brit, then Ant same sad b 1deb: Spivey. &me., a single person Graatee(s) (mast name Bret, dm fine mare and inidaW som&iin Washington corpontian s i Ore rued for record by Lawrem Title Agency as accomodation only. it has not been l Descripbost axantined as to proper axeeutlon or (abbraviated: Uw tot, block pht or seeder, tswnshlp, ranged es to its effect upon title. Addidaoial legal on page _ of docump>t(a) tC S % e V 't/�* u- A portion of Lots 1, 2 and 3 Block 41 original plat Of NOM Edmonds. Block 41, Vol. 2 of Flats, Rage, records of Snohomish County, Washington, Assessor's Property Tau paraVAcwunt Number(s): 00531904100, 00 This agreement is entered into between Anne Spivey, a single person (hereinafter referred to as "Spivey") and Soundview Home Builders, Inc., a Washington Corporation (hereim after referred to as "Soundview"). REMAIS A. Spivey owns the following described property and is willing to F=t an casement to Soundview for ingress, egress and utilities: LOTS 1, 2. AND THE NORTHWESTERLY Y 24.I4 FEET OF LOT 3, BLOCK 41, ORIGINAL PLAT OF NORTH EDMONDS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 2 OF PLATS, PAGE 751- RECORDS OF SNOHOMISH COUNTY, WASHINGTON. TOGETHER WITH THE NORTHEASTERLY 25.00 FEET OF VACATED LAKE AVENUE ADJACENT AND TOGETHER wrrH ALL THE 10.00 FEET OF VACATED ALLEY ADJACENT. Eaaemeat A.g =Wcot -1_ 01/27/2004 09:26 LAWYERS TITLE 4 94256703359 NO.117 P003 zUW11 z5vzsz.uaz B. Soundview owns the following described real property and has requested Spivey grant and easement for ingress, egress and utilities to serve said parcel: THAT PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 13, T 27N, R 3E, WM, MORE SPECIFICALLY DEFINED AS THE SOUTHEASTERLY 25.96 FEET OF LOT 3, ALL OF LOT 4, AND THE NORTHWESTERLY 26 FEET OF LOT 5. ALL IN BLOCK 41, ORIGINAL PLAT OF NORTH EDMONDS RECORDED IN VOLUME 2 OF PLATS, PAGE 75, RECORDS OF SNOHOMISH COUNTY, WA. TOGETHER WITH THE 10 FOOT VACATED ALLEY ADJACENT TO SAID PREMISES AND THE NORTHERLY 40 FEET OF VACATED LAKE AVENUE ADJACENT TO SAID PREMISES, AND, TOGETHER WITH THE SOUTHWESTERLY 15 FEET OF THE NORTHEASTERLY 40 FEET OF THE NORTHERLY 124.14 FEET OF VACATED LAKE AVENUE. ACMFEMXt,W`I' NOW, THEREFORE, in consideration of the mutual promises between the parties and other valuable consideration, the parties agree as follows: 1. Spivey hereby grants and conveys to the present (Soundview) and futmaee owners of the property described as in paragraph B above an easement for utilities over, under and across dwt portion of the Spivey property described as follows: SAID PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF THE ABOVE DESCRIBED TRACT OF LAND (DESCRIBED IN PARAGRAPH A ABOVE) THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE THEREOF A DISTANCE OF 12.00 FEET; THENCE EASTERLY TO A POINT ON THE SOUTHEASTERLY LINE THEREOF, 16.00 FEET DISTANT FROM THE TRUE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG SAID SOUTHEASTERLY LINE A DISTANCE OF 16.00 FEET TO THE TRUE POINT OF BEGINNING. Ewment AVWMent -2- 01/27/2004 09:26 LAWYERS TITLE 94256703359 N0.117 9004 200311250232.003 2. Spivey hereby grants and conveys to the present (Soundview) and future owners of the property described as in paragraph 8 above an easement for ingress and egress over and across that portion of the Spivey property described as follows: SAID PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF THE ABOVE DESCRIBED TRACT OF LAND (DESCRIBED JN PARAGRAPH A ABOVE) THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE THEREOF A DISTANCE OF 9.00 FEET; THENCE EASTERLY TO A POINT ON THE SOUTHEASTERLY LINE THEREOF, 2.00 FEET DISTANT FROM THE TRUE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG SAID SOUTHEASTERLY LINE A DISTANCE OF 2.00 FEET TO THE TRUE POINT OF BEGINNING. 3. Soundview shall maintain said easements at their own expense. 4. The easements, covenants, and restrictions herein shall inure to the benefit of and bind the successors of the tespeetive parties and shall run with the land. 5. This easement shall be effective upon recording. 6. The prevailing party shall be awarded reasonable attorney fees and costs in any court or arbitration proceeding initiated to enforce any provision of this instrument. Venue for any such action shall be Snohomish County. DATthis off F,D © day of Aveti6e,2003. Spi Soundview Homebuil Inc.: Anne Spivey by: Ron Den Adel, President Easement Aarennent 01/27/2004 09:26 LAWYERS TITLE 4 94256703359 N0.117 P005 • 200311250232.004 State of Washington ) ) as. County of � An %A ) I cer* that I know or have satisfactory evidence that Anne Spivey signed this instrument and acknowledged it to be bar free and vohmtary act for the uses an mentioned in the instrument. ,„pe Dated k -So 9200 State of Washington ) ss. County of s � Y ft Print Name: Notary far the SPublic tate p residing at L „ My appoilltruent expires -`o I certify that I know or have satisfactory evidence that Rots Den Adel sighed this instrument as the President of Soundview Howe Builders, Inc, and on oath stated that be was authorized to execute the instrument and aclnowledged it as the President of Soundview Home Builders, Inc, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated thisV.#-- day of oo C, bUr . ,, 20a_3 Print Name: JlR ;•- :� d ., NOTARY PUBLIC in an_d for t1c . '% State of Washington. residing = +'. � �le� w►o t c. � '••. • it ow My appointment expires: `L- lo•-0q Rawment Agrmumt xr %o + PP F� .5' -1/4' 200 PSI 1��+ W/TRACER �� H❑USE 5' DEEP SHU FF 3' 6'� 11 5 TEE W/CA �1 C❑PPE GARAGES .5' Its. of ED*o� CITY OF EDMONDS WATERLINE AS —BUILT k .,,�„r.• 6 ADDRESS HOMEOWNER v 1422 - 10 Place North CONTRACTOR SCALE NTS mm TE DRAWN WATERLINE 3-16-2004 �BY K, Haney NO. 2004-0100 na I L "a- O-A -46— - LL- o M M ' PROFILE/DETAILS & NOTES > 0 Pl— "c ck # 2. G.R. (BOB), PARRO.17, RE o Soundview Home Builders 10th Avenue, Edn—nds z Cz -&:- M rr, ilo a The West Group, Inc. ZONE ��— t2— SETBACKS-- FRONT--- SIDE w REAR OTHER HEIGHT 6. -61-A�L,0C,,K- '.1 cg,5 ) o4- E .an, S dimenratian Control Mory iunml Dam: _ _ ..e�•� f�- t• Sva� r .z .ate t, No. [onsr.vcrion Segaeac�e wva +n rnxc •..s•+;r GR.�PH1C SCNE xg a s � z z J L j � on a CA) y yv o u u u $ L a a 13 Vovrucr NOm U C r � RECEIVED CITY COPY JAN z 6 211,04 PERMIT COUNTER z� ''V. dr ,t,, 4'="' fN • '' . y,a•., . -�. �•, �.q oir r l RECEI D �. PERMIT EXPIRES dr USE . :PERMIT /'� l f� (; CITY OF EDMONPS ZONE NUMBER alit/�TLP Z'' V// w ONSTRUCTION PERMIT APPLICATION Ace. ' Wk I© 9L sulrErAPT ADDRESS {_ OWNE NAME/NAME OF BUS IN G51� K :' V pr -\ �/S PLAT NAME/SUBDMSION NO. LOT NO. LID NO. tr MAI,L✓ING.AbDRESS `W U ""-- UD FEE S TESCP Approved �O �• A� PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW Pwn* pp�yb I 1 �� Strom Use Pem ft Rq'q j CITY ZIP ITELEPHONE EXISTING PROPOS D hapecd0nReq"a°d 7 Sidewalk ReWred I� O 9"001t �^ 3`t�-1 REQUIRED DEDICATION Fi U"a`�O1Ad ( WMI; required NAME y` METER SI E LINE SIZE NO. OFF RES PR REQUIRED �i ck �1 YES NO 0 3 C ADDRESS ALA �� kREMARK3 = v OWNER/CONTgACTOR RESPONSIBLE FOR EROSION CONTROLJDRANAOE © S g1 o as c,��UiJE CITY ZIP TELEPHONE tmaop)l Ti Gd�on Soap 4;L6- 778-aN5' DMM0.4 ScvZt, wxv>?- NARlz"l ENGINEERING REVIEWED BY C A DRESS GFIRE REVIEWED BY DATE W CITY ZIP TqPHOE ! tt0 1Mo45 � —�� EXPIRATgI DA CHECKED B VARIANCE OR CU SHORELINE OR ADB# INSPOkiECTION BOND ��'O ELICENSE NUMB r� Q V h,90G 0 W V I IREO'D PO,�S 0. ONO 1$ (4L 11 SEPA REVIEW SIGN AREA HEIGHT, P.R T COUNT P L NO. /� COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED o oor. EXP RESIDENTIAL I�Q PLUMBING / MECH LOT COVERAGE REQUIRED SETBACKS (FT,) . PROPOSED SETBACKS (FT.) -r i, ALLOWED PROPOSED FRONT SIDE REARMf SI E AdUI' n ❑ ADDITION ❑ COMMERCIAL ❑ COMPLIANCE OR , �� O r� �� !fQ' I L?� _ CHANGE OF USE v PARKING LOT AREA PLANNING REVIEWED BY °, t l3 TE ❑ REMODEL ❑ MULTIFAMILY ❑ SIGN REf PROVIDED d ? G FENCE ❑ REPAIR CYDS ( X FT) REMARKS { ❑ OTHER DEMOLISH TANK ❑ � (�� • _ , I � - M �� I � 0 GARAGE RETAINING WALL FIRE SPRINKLER CARPORT ❑ ROCKERY ❑ FIRE ALARM TTYAqF USE, INE$8 OR ACTIVITY) EXPLAIN: O`�� CHD BY TYPE GROUP OF TR CTION CO E OCCUPANT :,�,:. ' NUMBER NUMBER OF CRITICAL m OF DWELLING AREAS r p� SPECIAL INSPECTION AREA OCCUPANT STORIES ` UNITS NUM ER b ' 1. ` REQUIRED ❑S LOAD ESCRISE W BE QO r� y ' • R-O REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION RECtD .1, h, vri'Fr►�V VALUATION $ 3-1q I 1 co v ,. Description FEE Description FEE LlPlan Check State Surpharge HESOURCE [_ING % LO L E % +19 ' �" LP Building Permit 3 Surcharge PLAN CHECK NO: VESTED DATE Plumbing 114111:= ... ,ow. Mechanilcal`r "" THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS .WORK.TO t BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC +. ' DOMAIN, (CURBS, SIDEWALKS.DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading t SEPARATE PERMISSION: d r„ Engr. Review 4/-1 PERMIT APPLICATION: 180 DAYS o. PERYR LIYIE 1 YEAR. PROVIDED WORK IS STARTED WITHIN 180 AYSg�/ Ins - 40, SEE BACK OF PINK PERMIT FORMATI R YORE INFOON f, , ' pection 'APPLICANT ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND 8OCCESOR9 ire Review -- ` 'Plan Chk. De",IN INTEREST AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONOS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM • ANY AND Fire Inspection = . �'{eC81pt # ALL CLAIMS. FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY - FROM,THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE Land a Insp. 9 'DEEMED TO'MODIFY. WANE OR REDUCE ANY REQUIREMENT OF lWY.CITY ORDINANCE SCiip. p .r. - ^^ —"��W Amt DUe _ NOR LIMIT IN ANY WAY THE CITY S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.- Recording Fee Receipt•# IHEREBY ACKNOWLEDGE THAT I HAVE' EAD THIS 'APPLICATION: THAT THE INFORMATION GIVEN . IS CORRECT, AND THAT I AWTHE OWNER, OR THE DULY AUTHLyRIZED AGENT OF APPLICATION A� . ROV�1 THE OWNER.- I. AGREE TO COMPLf wITH CITY STATE LAWS REG s TING.CONSTRUC- This application is not a permit• sI ed l A CALL 6 • ° TION;' AND IN DOING THE WORK GRIMED THEREBY NO PERSON WILL'BE EMPLOYED Building Official or his/her Deputy: and Fe a are d, and IN.VIOLATION IOF.THE LAGOii OF THE STATE OF WASHII�GTON RELATING.T° FOR INSPECTION receipt Is acknowledged In space provided. WpRKMENS NSATIOI NSURANCE,AND RCW 18.27. P „. 1 ZFBITURE DAT D f SIGNED (425) 771-0220 E D BY A E ATTENTION EXT 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL -FILE YELLOW -INSPECTOR LATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109, PINK -OWNER GOLD -ASSESSOR oa/D2 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN -ACCOUNTING I ZONE — SETBACKS: FRONT �t SIDE REAR OTHER CA g HEIGHT Erosion, Sedimentation Control Notes / / / / L ESC Minimum Requlnmenf Construction kcess Route. Consfrvction vehicle a < a sh., be, whenever ardce<aC limited to o e route. kcesa Oo nfaeshall be tde%Ilssd with quarry rnll+ or <ruansd nck fo min.- the tnckinq o1 sediment ante public roods. If sediment fa tnn'oo-d onto a road .uih , the roads all be cleaned thoroughy at the and of each day. Sealment shall be removed from <roods by sh.-hg at sweepingo and be trcneported to ° ntrellea sediment disposal ore ;thin 21 houn. Stneef waahin snail ba o11— nl / r vn i r m :n this 9 o y ° to aed' enf 1 • oved mann i 2. ESC M m Expossa Sd°btl,,biM 6. Erosion and Ssaiment Confrol Requirement Underground Lhm" Conatrvction. The c natrvction o undergroune uNNty lines ah Il aPeaffi-ly oddnas the f000.og.f o. Erosion con rot for ec °voted old r stockpiled omalenale; b. no placsmenl of ex ovaled m e wM1en c netetent with safety and space ro ,deratfona shall be placed on the uphill Cide of Innchss: into Trench dewatenng systems (must diecharge In sedimentNapa, sediment Donee, n other acceptable means): p. Tixkfng and 'pilling of materials an streets due to nvulinq: / NA `- / poled by la keoe. A!/ lotto exposed by land disturb%nq activiNaa ehall be at I.- a d, by suitable application of Ball, including, at not limited ro. aoa n araseedm r omsr oe et Lion Y 9. 0 9 0 plosb rennq. o mulching. All it th anall be selected, de»gned and m 'n nod fn with Ne m nuaI The arpp ed roih aM1oll bs alabilized cording toon approved timetable. (Typically, n sails shall oe 'I J0 at ma" exposed for m ne than two days from October 1 ihrou9M1 a. Wily ciec and stnst maintenon<e. Y. Additional ESC Minimum Requirements for Lo19e1 h gusto manta. All new Oe,t menf oM r ant 1 Mewb m IncluCes land disturbing actintiea of greater than or equal to, o acre in aad%fion fa mseting the minimum nquirementa set t above shall comply with ESC repWre.menta listed below. art e. E5C Minimum Raquframand Delineate Clearing and I.E81.J6 12 I 1. E.-U.J6 8' Ce 2(TYPE It) STRUG CONTROL T. R1N�Bg.80 l , try I.Ew81.31 11' I.E.�81.J2 B" OUT / EX ce RIMw85.T0 .E.w8J.J0 /2' PRONDE CB PROIrMON Apn and more an a.—doya Trom May 1 mnu9h Easement Clm�ta. In Ns Bela, ark c orinq Iim I and/or eny �j SePlemaer 30). ease nU, setbacks. aenrltiv%ntical areas and the bullets, Ines a J. ESC Minimum Requi—nt Protection of Adjacent and din,rnunes EX OPEN OITCH P'oe';' a. Adjacent pnpsrties shall ba Prptecfetl %Dom sediment nags 9. ESC Minimum Rea menf Sediment Tro P•!or to deposition by upon p—, use f iagetdf.'re buffer strips, ledbnen! l in 1. site, atooim wot -half anal! °. a e theta a s tm df bnnen or 61ten, eikea or mwanc, o b o cam nation dl mesa c °Ob g me and other d q' r Y and r sediment Irap. eseo ad; appropriate Band sediment pones / pproprit *,teh n and traps. perlp —i dikes. sediment alt be -nmr other , I 1. ESC Minimum Requirsh.11 Maintenance. All ero ro ad intended ro trod +B.P. o e:e sndR al a .lath i a ' area sediment c !rot an. shall he d belly inspected sand mafntafned n gmdfnq. These s. E shall be functional I, land dfaturbtnq by he owner to ensure <nt Ip performance It their intended dr—siea take °Iota. Earthen sbuc InId such as dams, dikes, and gWER PED. function. All with nNe omonwlC repov shalt be conducted in -to. sM1oll be seeded and mulched c«oMin9 to a oPoroved 2 Li 8SD 5�<ESC Nnimum Re t Otnsr 8..11, .V fimame/s. O 0.D5A ms city, other oa°roaprfate BMP, to mitigate me eattache of increo'ed runoff "all be oo°lied. TEMPORARY CONSTRUCTION £NT cE f\M ^ 1 t.`- 2(Ay l r 141 .9 PROPOSED POWER l - PROPOSED 1-1/1' WATER UNE -� CB /J(TYPE 10 _ NOTE. INSTALL POWER AND WATER NJ VERM4L OBSERVAnON R£SFOURED SEPE2A ON W/LOCKING LID (SEE I R-11780 ).E81.11 21- _ INGRESS. ECRF55e`-s'-Ass+-is- � �` _ EASEMEM A.F Textual Data: —" a LOT 4MPERVI0U5 AREA ROOF 4,649 Xc1 .viptyj'aiS Fed, \ ll f� � �- , • \ S.F. PA"o 335 S.F. Dave`"' Fro.n CrsAk A-. $lfeAl DRVEWAY +PARKING APRIN 1S.F. /1i X (i01 = aG�� r°rAL 8.B.+16r6 5F - �\r'"---- ls BUILDING NEIGNi CALCS S ��—� A-91.80 �C- ��.. a- ..90 C=97.20 0-93.60 EXISMG AVERAGE GR/DE-6 10 MAXIMUM BUILDING NElGHTw 121.10 / Tax Account No. — DO 5319 osr 003 DO LOT COVERAGE GLCS LOT AREA 1S.F. Construction Sequence ALLOWABLE CCOVERAGE 4.611 S.F. OVE PROPOSED COVERAGE: I,087 S.F. I. CALL RK ENYAValSPECTUII l9JE (115-T11-0120 fXT R TO SiT 0P A ATE-@K}RLCbCW IKLV IIFEIBJg ANO OVL 21105 N AWMCE f0.4 AIL slsrtcRrn REttfSI!'. LOT SLOPE: 6A t DRIVEWAY SLOPE: IA t �' ONL RM 10:nAv To L"'E'W Elam URURCS 1 RENEIY ESC . 1. RL GElffi.G WRIS A 10? PROPFM LWfS. S MrA ONbIRLY.'rOW DJOfAstE AT EBKE AND Dw ESC LfNtfS AS REOERED 6 NSTA LH PRDTEC1pN AS hECTSSWY CRAOING GLCS J R TRWE IMS 9IE 6. STAa%a D OSM AMC AS AFMZWY. 9. MRU REDMRED M,7a FFL .966.5 10. R GWLC AYD Hw AVERAGE GRADE 96.1 LOWEST FOOTWG 915 I1. CLEW 51R MD STCRe 0.WUNCE MR11 AN° RFM(hE ESC FACMNS NTW AroROv.LL Ri dl Ott. AVERAGE CUT 2.8' HWSE MCL. OVERDIG w 4,649 S.F. GRAPHIC SCALE 4649 S.F. r 2.8' 3.017 C.F.127w182.12 C.Y. . .. —.— _ L-25.19' _.—._.. SaX / l yo ?. 3 f 9BTN sr. s.w. DC Vicini map P / \ \ f/ 4 Aho \ \ \ \ s R"' SS C.O. ELEY.wf00.00 (ASSUMED) I X Proposed Single Story Residence F.F. ELEV. - 96.5' B YD/SLh P 12 RIM�91.0t C L&�i.8-- T — Owner/Developer RON CON ADEL 2 XNEM IIOaE @ALCRS 90-61H Alf S Eavolm W.l Ma UTM[ff CONFLICT NOTE: CM=. \ -a.C-M auLu�il69 w \ raarwru Aim lcx°rc Imwrov anm ro mrsmuclwx. SB.et slOCU[ csLLtc d]MTY IOCAR a l-Wa-r]I-ss5' Aw nCr.' inTmuaw Au a nK .tint' umlres Ar Laumvs it hTa urum aln>mMs m mrxYLr WRsr ierreev LR xoT ccnnrtrs EiaT IUGP et IY SAO 01h- ASS h W raY Ve.N'9 AIS BAY' BK � eaaWt>Mll Aha A� �En m ptpMKR Bto OL<lal R6lDVMs 91ALL ;,M�Wl61NC_ A N MM Yt H a � W CL W � C s 8 WMM 4 f+ b m L) 3 V O \� a V ti COPY JAN 2 6 29nj4 PERMIT COUNTER Iwo-------- ---------- T - ---- -- - ------ ------ _ .. __ - ----.. _ ._ . - -------------------- -- - - -- -- - - - I I I 1 I I i I I I 1 I I 1 i o k EXIST. GROUND III I ANISH GRADE I II 1I I i i I I I I IX. JO" CUL, 1 I I I I I I I EX. J0- CUL, I I / I / I V 11 I I y25% I I 4 I 9 I tih / Driveway Profile: SCALE. 1"--Mj R 1"=1' V. I 20tF II" Dt4 I CUP a O.60s , I I 1 I o I � I art eol auk - e. - ^' Ditch X-Sections Infiltration Trench/C.S. Detail 0 24(1 15' PANHANOLE-7 6" CRUSHED GRAVEL — A -A s ACP ROAD CROSS SECTION W E" O U C) �Er @ Q � a _ ycy O b ro N � Z �O O W 1/1 h� A JAN 2 6 2QR PERMIT COUN TEP SFIZ-1 JAN PERMIT COUN-1 L-- i v STANDARD DRAINAGE DETER WORKSHEET ON SYSTEM CALL BY: `� De a U� DATE: *****DESIGN DATA***** IMPERVIOUS AREA PIPE DIA • DETENTION PIPE LENGTH fD1ISl1ED GR MININUN TIGHTL .SX TO IX SLOPE UPPER CATCH BASIN PIPE LG ORIFICE it M LID [CAL) COrNCS Box aaOF OUTLET CONTROL �9NIN. CONTROL CATCH BASIN SYSTEM CROSS SECTION • „R 2'XrX6' DEEP, 4-6' $PALLS OR EQUAL FROM CONTROL CD 27 2'X 3' DEEP, 3/4' CRUSHED ROCK I . / FROM CONTROL JAN 2 s 2nm PERMIT rr)"rq R T-" \PRIORHTO PLLACEIENTV V N. N1 ROM R/PW Oumer RUNOFF SPREADER- TRENCH FOOTING DRAINS SHALL NOT -BE CONNECTED 719 DETENTION SYS"I'EM NOTES: 1. Call Engineering Division Ml-=) for a tightline and detention system inspection before backfilling aad for final inspections. APPRO BY 2,. Responsibility for operation and mainteaanoe of drainage systems on private property responsibility of the property owner. Material aoenmulated in the. storage pipe must be flushed out and removed from the catch basins to allow proper operation. The outlet control orifice DATE Table 1 — Detention Pipe Sizes Impermeable Required Area Sq. FIL Vol Cu Ft . 2000 50 2500 62 3000 75 3500 87 4000 100 4500 112 5000 125 Note: A(lowable Pipe Materials: Impermeable Area Sa. Ft Pipe Diameter 15' 18' 242. 30' 40 .28 16 10 50 35 20 , 13 60 42 24 15 Required pipe 70 -49 28 .18 -length in feet 80 56 32 21 90 63 36 23 100 70 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N-12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes Table 3 — Outlet Orifice Diameter (Inches 5/8 3/4 3/4 7/8 7/8 7/8 Catch Basin Requirements Detention Max. size Catch Basin pipe diameter knockout Type < 18' 20' Type.l, CB 15 18' to 24' 26' Type IL, CB 16 240to 36' 36' Type II, CB 19 19 (48' Basin) 36'to 42' 42' Type II, CB 19 19 (54' Basin) *Source: Assoc. Sand $ Gravel Co. Standards 5 Revised 3/16/95 G� Erosion, Sedimentation Control (Votes 1. ESC Minimum Requirement Construction Access Route. Construction vehicle access shall be, whenever limited to 6. Erosion and Sediment Control Requirement Underground practical, one route. Access points shall be stabilized with quarry spolls or Utility Construction. The construction of underground utility lines shall specifically address the following: crushed rock to minimize the tracking of sediment onto public roads. If sediment is transported onto a road surface, the a. Erosion control for excavated and stockpiled materials; roads shall be cleaned thoroughly at the end of each day. Sediment shall be b. The placement of excavated material where consistent with safety and space considerations shall be placed on the uphill removed from roads by shoveling or sweeping and be side of trenches; transported to a controlled sediment disposal area within 24 hours. Street washing shall be allowed only after sediment is in c. Trench dewatering systems (must discharge into removed this manner. sediment traps, sediment ponds, or other acceptable means); • 2. ESC Minimum Requirement Stabilization of Exposed d. Tracking and spilling of materials on streets due to hauling; Areas. All soils exposed by land disturbing activities shall be e. Daily cleanup and street maintenance. ��. stabilized by suitable application of BMPs, including, but not limited 7. Additional ESC Minimum Requirements for Larger to, sod, hydroseeding, or other vegetation, plastic covering, or mulching. All BMPs shall be selected, designed, and maintained in Developments. All new development and redevelopment that accordance with the manual. The exposed soils shall be stabilized includes land disturbing activities of greater than, or equal to, one ® according to on approved timetable. (Typically, no soils shall acre in addition to meeting the minimum requirements set forth above shall comply with ESC requirements listed below.8. remain exposed for more than two days from October 1 through �` 00 April 30 and no more than seven days from May 1 through ESC Minimum Requirement Delineate Clearing and �4September 30). /S' Easement Limits. In the field, mark clearing limits and or an / Y " EX 12 CONC -�easements, �� 3. ESC Minimum Requirement Protection of Adjacent setbacks, sensitiv%ritical areas and the buffers, trees and drainage courses. I.E.=85.25 EX OPEN DITCH Properties. Adjacent properties shall be protected from sediment 9. ESC Minimum Requirement Sediment Trapping. Prior to deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes or mulching, or by a combination of these leaving the site, storm water runoff shall pass through a sediment / / measures and other appropriate BMPs. pond or sediment trap, or other appropriate BMPs. Sediment ponds and traps, perimeter dikes, sediment barriers, and other BMPs 0 �.• /// 4. ESC Minimum Requirement Maintenance. All erosion and sediment control BMPs shall be regularly inspected and maintained intended to trap sediment on -site shall be constructed as a first step / by the owner to ensure continued performance of their intended in grading. These BMFs shall be functional before land disturbing / activities take place. Earthen structures, such as dams, dikes, I --1) C4 1(TYPEl POWER PED. function. All maintenance and repair shall be conducted in / accordance with the manual. and diversions shall be seeded and mulched according to on approved g / / timetable. RI 786.50 2 LF 8"SD 5. ESC Minimum Requirement Other BMPs. As required by I.E.=$4.36 12" EX. / ® 0.05% the city, other appropriate BMPs to mitigate the effects of increased / I.E.=84.36 8" NEW / \ �� runoff shall be applied. / l \ TEMPORARY CONSTRUCTION ENTRANCE CB #2(TYPE 1 L) \ CONTROL STRUCT. / RIM=87.80 D.F.=86.71 1. E. =84.37 24" I.E.=84.37 8" OUT / EX CB CB #3(TYPE 11 RIM=85.70 RIM=87.80 I.E.=83.30 12" I.E.=84.47 24" tK PROPOSED POWER / YD/SUMP If / r PROPOSED 1-1/4" WATER LINE RIM=93.50 D / I.E.=92.00 \ / j \ NOTE. INSTALL POWER AND WATER IN VERTICAL OBSERVATION STANDPIPE \e \ l SEPERATE TRENCHES WITH W/LOCKING LID (SEE DETAIL) l REQUIRED SEPERATION. PROVIDE CB PROTECTION \ -7 \ INGRESS, EGRESS & UTiL. \� YD ©off 31 I �o l�O �y �`'� \ � EASEMENT A. F # ,o � \ \� •ma's. ��T� .�- �'f'�` � � . \ G O Textual Data: LOT IMPERVIOUS AREA A a 4 _.(_wl c� ©,�5e ' h\ ' �� x \w ROOF 4,649 S.F. `'Ftv �+nrpAo �� .00 IN A, le ' . PATIO 335 S.F. ' ( o (8�--// / J '� DRIVEWAY +PARKING APRIN 3,432 S.F. / TOTAL 8,416 S.F. �vr� � *4 BUILDING HEIGHT CALCS FOOTING DRAINS NOT 4. `S �° / R=31.OD� x -C TO BE TIED INTO . WATER &SEWER ��s- °� L=25.49 INSPECTIONS REQ'D DETENTION SYSTEM °°F \ x - A= 94.80 I � 8=98.90 CALL 425-771-0220 EXT. x \ C=97.20 EXISTING AVERAGE GRADE=96.10 ACCEPTABLE"-MHTLINE MAXIMUM BUILDING HEIGHT= 12 1. 10 / \ LOT COVERAGE CALCS LOT AREA 18,445 S.F. - ALLOWABLE COVERAGE. 4,611 S.F. PROPOSED COVERAGE. 4,087 S.F. LOT SLOPE: 6% f DRIVEWAY SLOPE. 49 t GRADING CALCS FFL 96.5 AVERAGE GRADE 96.1 LOWEST FOOTING _92.5 AVERAGE CUT 2.8' HOUSE INCL. OVERDIG = 4,649 S.F. 4649 S.F. x 2.8' =13, 017 C. F./27= 482.12 C.Y. MATERIAL '- x SDR 35 Tax Account No. SCH 40 N -12 00 5319 041 003 00 F810 HANCOR ER/CD G TOR ►S RESPONSFOR \ • 1 � EROSION CONTROL AND DRAIi 1 \ Construction Sequence \�` ` IL 9 \ � 1. CALL THE ENGINEERING INSPECTION LiNE (425-771-0220 EXT. 1326) TO SET UP A \ PRE -CONSTRUCTION MEETING AND CALL 24 HRS IN ADVANCE FOR ALL INSPECTION REQUESTS. \ \ f 2. CALL FOR "LOCATORS" TO LOCATE ALL EXISTING UTILITIES \ J. REVIEW ESC NOTES \ Y. 4. FLAG CLEARING LIMITS AND/OR PROPERTY LINES. TEMPORARY CONSTRUCTION \ \� 5. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, AND OTHER ESC DEVICES AS REQUIRED. ENTRANCE REQUIRED \ 6. INSTALL CB PROTECTION AS NECESSARY. \ Z ROUGH GRADE THIS SITE. 8. STABILIZE EXPOSED AREAS AS NECESSARY. , 9 4 - - \ \ 9. INSTALL REQUIRED UTILITIES 10. FINAL GRADE AND PAVE. 11. CLEAN SITE AND STORM DRAINAGE SYSTEM AND REMOVE ESC FACILITIES AFTER APPROVAL FROM CITY :81GIiT-OF-WAY CONSTRUCTION PERMITifZ`V\ \ AND INSPECTION REQUIRED tom- ?ems(" �! I-e A - ,VS ZUR4 � ��' 7� APPROVED AS NOTED BY ENGINEERING � GRAPHIC SCALE ` 1 10 0 5 10 20 410 _._. -- Al-L EXPOSED SURFACES TO m Im ot 6=8IIi Date' ' BE COVERED WITHIN 2 DAYS ( IN FEET ) 1 inch = 10 ft. FIRE AND AID ADDRESS SIGN REQUIRED 197TH ST. S. W. v M 00 � Q) co co0 M C\��f0� j �• � � O � L`' O CL to o Ste, INSTALL WYE ,�0 a C'��O CQ 00. Q s 1 �v S1 Q +� a SSCD \ 1 198TH ST. S.W. �NpCKE�S Vicinity Map NG O 0 - \ s f 1 R °c m s \ N.T.S. C N s \ \ H o o RD N 0- RIM SS C. 0. m \ \ \ ELEV.=100.00 (ASSUMED) z \ Lf to I \ I \ \ w o Proposed Single Story Residence \ 100 \ F.F. ELEV. = 96.5 I \ l \/ nn I YD a: 1 w W C) w M 4 / W 0a / \ a 0 v i 014 YD/SUMP #2 rn \ RIM=94.0f I I \ 1. E. =92.00 J \ / lb 00 (� V 00 1 � Q \ 1 w Z ^W no 1.103�p \ z RIM_ 96.3 C RD ZONE � - lZ o .. - / SETBACKS. FRONT .'�tK SIDE /V roti• REAR OTHER / HEIGHT0 C4 i' v1 I log Owner/Developer RON DEN ADEL N I SOUND VIEW HOME BUILDERS Q I 902-67H AVE S. I EDMONDS, WA. 98020 Q) REEr JAN 2 6 2004 \ PERMIT COUNTER Z UTILITY CONFLICT NOTE: CAUTION: \ \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCAVON, DIMENSION, AND DEPTH OF ALL EXISTING U77L1 TIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE \ HORIZONTAL AND VER77CAL LOCA77ON PRIOR TO CONSTRUCTION. THiS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN P07HOLING ALL OF THE EXISTING U77U77ES AT LOCATIONS OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U77LI77ES AS SHOWN ON THESE PLANS ARE BASED c UPON THE UNVERIFIED PUBLIC INFORMA71ON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL 1� o CONSULT 808 PARROTT TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUC710N. w z a u EY" 2_j Ja�f� 2 6 213a4 PERMIT COUNTER 1111111111 535 1422 10TH PL N CA FILE NO. �CI l� -7 Critical Areas Checklist ---------------------------------- ----------------- Site Information (soils/topography/hydrolo y/vegetation) 1. Site Address/Location: �� it 2. Property Tax Account Number: t' d ✓ ✓© v 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? yes; no. If yes; how is site developed? 5. Zhe general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: ; Approx. Depth: 7. Site contains areas of seasonal standing water: ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain of a water course. 9. Site contain a r e or an area where water flows across the grounds surface? Flows are year- round? Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow shrubs _ ; mixed urban landscaped (lawn,shrubs etc) _ 11. Obvious wetland is present on site: -=--- ____—_ -------------------`---- -------For Cry..Staff Use Only ------ ----- -- --- ----- ------------------ Site is Zoned?.� 2. SCS mapped soil type(s)? 3 ' 'Wetland inventory or C.A. map indicates wetland present.on site? 4. 'Critical Areas inventory or C.A. map indicates Critical Area on site? / Stte , ith n:designated earth subsidence landslide hazard. area? 6 Site designated on the.Environtuetitally Sensitive Areas Map? DETERMINATION' STUDY REQUIRED . CO3�IpITIQNAL WAIVER WAI i. X;...: Reviewed' by: -P . er. :. Date City of Edmonds CRITICAL AREAS CHECKLIST � The Critical Areas Checklist contained on this form is to be filled out by any person. preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual-, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: Name Street Address City State Zip Telephone Signature Date A ' , Re esentative: Name Street Mdress ---- City State Zin c:reception\jana\cacl.doc (over) City of Edmonds Critical Areas Determination Applicant: Phil Lund Determination #: CA-98-97 Project Name: Non -Project Specific Permit Number: Site Location: 1422101n Place North Property Tax Acct #: 5319-041-003-0006 Project Description: Non -Project Specific Determination: Study Required: During review and inspection of the subject site, it was found that Northstream, a Class 2A stream with salmonids runs across the back corner. The site is also designated as an Environmentally Sensitive Area due to water environment and a Critical Area pursuant to the requirements of Chapter 20.15B of the Edmonds Community Development Code (ECDC). Prior to submission of any development permit, you will be required to provide the following for review by the Planning Department: 1. A site plan prepared by a Licensed Surveyor showing the location of the stream, the top of bank, the 50 foot stream buffer and the 15 foot building setback from the buffer as required by ECDC Chapter 20.15B.120.A.1. A biologist may be retained to confirm the lack of salmonids in that section of Northstream and thereby reduce the buffer down to 25 feet. 2. Approval of the proposed development by Tony Opperman from the State Department of Fish & Wildlife (Mill Creek office) to determine impacts and recommend mitigation measures to ensure protection of the habitat/stream. 3. An Environmental Checklist for SEPA review will be required for any development proposals and future building permits for this site. If the property owner wishes to apply for a specific development permit which they feel would not impact the Critical Area location on the site, they may submit their proposal to the Planning Department for review. If staff finds that the proposed development permit will not adversely impact a Critical Area or its buffers, a conditional waiver must be issued on a project by project basis. If the application of the Critical Areas ordinance creates an unbuildable lot, there are provisions for variance and Reasonable Use Exceptions (see ECDC Chapter 20.15B.170A and 20.15B.040.C). Name Signaiu�e`/' Date lnc.18913 April 9, 1998 CITY OF EDMONDS BARBARA FAHEY MAYOR 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 e FAX (425) 771.0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning/Building • Parks and Recreation • Engineering • Wastewater Treatment Plant Phil Lund 9004 1916t Place S.W. Edmonds, WA 98026 Subject: Determination regarding Critical Areas Checklist # 98-97 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. IMPORTANT INFORMATION TO BE NOTED. - PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY. The. 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. You must submit a cony of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. 40 Permit applications include the following: Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Enc: Critical Areas Determination * Architectural Design Board C:ReceptionUana\CR LTR.doc Thank you. Sharla Graham Acting Planning Secretary e Incorporated August 11, 1890 Sister Cities International — Hekinan, Japan.