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HomeMy WebLinkAbout0032 WINDSWEPT WAY - Health 32kWindswept Way;(Qsteryille) A=052-011 ° ° I ° ° 12/21/2E�1 ' 17:46 5084283115 SULLIVAN ENG INC PAGE 91 7 Parker Road, Osterville Pat r TO: Swnstabie 5oaFd Of Heald FMW Peter Sullivan/John O'Dea Fam 5W7908304 Pa&aa: 1 PAaMm 5084IM 46" tmOam 12/21/05 Ra Permit No.2003-037 CO E.B.Non s 508-775-7877 32 W r4wmg Way,Oysaer Harbors Joe&wan XFW R d" Pl. COMMOM pi""no* Me"Ibeyel. Please be advised that doting the septic system installation we discovered that the first floor was set at elevation 38.5 (as shown on a landscape plan) as opposed to 36.0 as shown on our site plan, and that fill had been spread onsite that afteted the finished grade. This first floor elevation was used by the septic installer to determine the septic tank invert As such, the septic tank is approximately 2.5' higher than shown on the approved site plan. The d-box, and leaching chambers are approximately at the elevations shown on the approved plan. Additional stone had to be placed over the leaching chambers to maintain the 3' maximum depth below grade because of the fill mentioned above. The septic system appears to be in compliance with Title V, and Town of Barnstable Board of Health Regulations. When the cottage is constructed special care should be taken to make sure adequate pitch is provided in the sewer-line to the septic tank. V Town of Barnstable � A, Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufrnan,MSPH Wayne Miller,M.D. January 31, 2003 Peter Sullivan, P.E. Sullivan Engineering Box 659 Osterville, MA RE 32 W�ndswept Way,,Osterv>ile, A 052 011, Dear Mr. Sullivan, You are granted permission, on behalf of your client, Donald Laurie, to construct an onsite sewage disposal system designed to be connected to a new eight bedroom home proposed to be constructed at 32 Windswept Way, Osterville. The septic system shall be constructed in accordance with the submitted plans dated December 23, 2002. Since ly your , W yne iller, M.D. Chai BOAR OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP//8bedssull v�l o \l f4 0a c G 0 DATE: FEE: HARMABLA KAS& sA39 �� REC. BY MIRt�' Town of Barnstable,,ED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862 4644 Susan G.Rask,R.S. FAX: 508-790-6304. Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 3 \ I2 W t V sve! 1E Assessor's Map and Parcel Number:. 6 1 Size of Lot A7)3 92 Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APP_LICANT'S NAME: )0 SE Pt-� SWAN Phone Did the owner of the property authorize you to represent him or her? Yes Y\ No PROPERTY OWNER'S NAME CONTACT PERSON -- Name: Vo Name: ,F-2 cJULLk 4A,.&& 2 Sc AcGo►.�, Address: Su I.t— v A.cv Address: Z� Phone: Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) • II NATURE OF WORK: House Addition ❑ House Renovation ❑. Repair of Failed Septic System ❑ Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _✓ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only). _ Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S:,Chairman NOT APPROVED Sumner Kaufman;M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC. rr JOSEPH E. SWAN , ' zoo POND STREET RANDOLPH.MASSACKUSETTS m3aa - .. Via Fax: 509-423-3115 w TO: Peter Sullivan c!o Sullivan Engineering FROM., Joseph E. Swan DATE: ; December 2,2002 RE: 32 Windswept Way,0sterville,MA Dear Peter, Attached is a signed copy of a letter from the Laurie's authorizing us to conduct business to conclude the acquisition of the above referenced lot. S' rely, Jos h E. Swan zoo ] 53I2LlSRQ�iI �0�Y3Id�., �` 6Z0ZA8dT�1L %�'d 9�. CT ZOGZ•'Z0/ZT t E+XHIBTT"B" Mr.And Mrs- Donald L. Laurie 282 Beacon Street ' Boston,MA 02116 ' November 23, 2002 Mr. and Mrs.Joseph Swan C/O Emerson-Swan,Inc. 300 Pond Street, Randolph,MA 02368 Re: Premises at 32 (Lot 25)Windswept Way, Oyster Harbors,Barnstable,Ma 02655 Dear Mr.and Mrs. Swan: This letter constitutes our authorization to you,as we are the owners of the above-referenced premises, to enter upon such premises yourselves and by your agents,contractors and employees for the purpose of conducting studies, investigations(including e.g.the extraction of soil samples,the conduct of percolation tests, etc.),analysis and reports pertaining to such premises and their suitability for development of.a single family residence, This letter furthennore authorizes such persons to appear before regulatory hoards and agencies having oversight, licensing,permitting or other regulatory authority over such matters, including the Board of Health and Conservation Commission, for the purpose of complying with regulations governing the same,obtaining approval of such development and issuance of appropriate approvals and pennits, including a subsurface sewage disposal permit or license for such purpose_ 'Photocopies of this letter shall be deemed to have the same effect as all original, and you are expressly authorized to provide copies to the Town of Barnstable Board of hcaltb and Conservation Commission to establish your authority to proceed as indicated herein. The above-referenced premises are more particularly described as Lot 25 on Land Court Plan 15354-55,also known as 932 Windswept Way,Oyster Harbors, Ostettizlle,MA and are further identified on Barnstable Assessors Map 52 as Parcel No 11 Ve ruly Xours, Donald L.Laurie Susan E.Laurie • 800 Q 53I21.LS!1Q�I. MOJY3Z3 ' 6ZOZ986i81 %ti3 9b�Si ZUO"c;c'A-Z: 909-611 L 4 LSL) .4 8908-6bL l L8L) .L ct0Z0 dW`wey6U!H C� Vul`sGMOOesd uc ON M AIRS � r y T7 N01 { 4 r eyv 1 � 6 � 0-09 £00in Sa,LVIOOSSV MO,LSHM AIIVS 9M 6VL T8L XVd OZ:ZZ SOOZ/SO/SO 05/05/2005 22:22 FAX 781 749 6486 SALLY WESTON ASSOCIATES [ij005 094M ILL WOO . _ i ; iQt IYA, FBI FT j I - '` II I! 1! I uraeeti�raol/uetzaf �. � ' Is ❑ --. _,�" __— — i —__ _ � � 4� �" ,I� —~yam ' I - c a A° 5- G!�lJ % '=1'�e Sally Weston Associates,Inc. 222 North S.rest Hingham,MA G2043 T: (781)74058 F. 781 74g�48 i 05/05/2005 22:22 FAX 781 749 6486 SALLY WESTONII ASSOCIATES [a 006 f _----------------Or A � i l wtuveul5 � P 1 I IkipP�v J 1 r s � j Sally Weston Associates,Inc. 222 North Street Hingham,MA 02043 T.,: 81)(7 749- i F: 81 749-64866486 TOWN OF BARNSTABLE Y LOCATION 1.1 -A " SEWAGE # —03 VILLAGE. .n ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO� u atL, SEPTIC TANK CAPACITY ; LEACHING FACILITY: (size) 4- - NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: 'r COMPLIANCE DATE: Separation Distance Between the: . Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A4 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet .Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of le c 'ng facili _ Feet Fumished by Q . Gc ' ZA-_-Cf� No. D . , -- Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYfcation for 30tgpogal *pgtem Cougtructiou i3erutit Application for a Permit to Construct X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. \ Jk-( Owner's Name,Address and Tel.No. 7e\ �-ZCx�o Cats C �AY1if�(LS Oiz ��Cl9'Pc Assessor's Map/Parcel O 5 Zl0 l\ 3e0 !?0,W P ST 2,t�: D Vot_.?r� & A Installer's Name,Address,and Tel.No. Desi ner's Name,Address and Tel.No. �ZQj-33 4� C �(s�- rzSC9LL\VJ\I`a Type of Building: Dwelling No.of Bedrooms 8 Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gffi gallons per day. Calculated daily flow ee)`8 gallons. Plan Date +z 2 ©Z, Number of sheets Revision Date JAB Title 5 \� L�.� ��Q�S G G�S�vUI f�T �4`/ Size of Septic Tank 2JQC�Q Type of S.A.S. 12-A-Z Z Description of Soil b -3" Q 3"-��, t= 9 I T" E 5AK_1.C ) 1`7" _�3 C. ` Nature of Repairs or Alterations(Answer when applicable) 140 1S 7 Date last inspected: Agreement: e The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b �'io ea Signed Date Application Approved by ,a Date Application Disapproved for the following reaso s Permit No. Date Issued ——————————————————————————————————————— i• 6Y No. HE COMMONWEALTH OF MASSACI [)SETfiSJ Entered in computer: 7 ef `3• PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS . 01pp Yitation for �igaal 6pgtem Congtruction errnit Application for a Permit tollConstruct(K)Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components N 1 zLAssessor's ddressor Lot No. "S2q�\t r�c�5w P �A`( Owner's Name,Address and Tel.No. -Te\-5�8�-2-CXDD �r, (CIS SL�Z �+�46it3(LS J0iz �J�1Pe ►.y t; Map/Parcel / NCO �O(U ST 2t�r�s7ot .Pt h Y�'�1 OSZ. O.t\ • Name,Address,,Sand Tel.No. (/�/� /y...- Designer's Name,Address and Tel.Now. ZQj-�7>A L l (/en/ - UL\V f\1�.7. Type of Building: Dwelling No.of Bedrooms g Lot Size sq.ft. Garbage Grinder(�q) Other Type of Building`s No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 4 gallons per day. Calculated daily flow gallons. t Plan Date I S_3 t>Z _Numbe,of sheets Revision Date Jaw, Title T KZO 72�i"E�Number %,.of C. G Y S i w\ A`� 3Z_V,) Size of Septic Tank 2JQQQ Type of S.A.S. ' \Z A-7 2 .r Description of Soil b "3 " .a�=�9�. ._ 9 -`"7" a> SAk_., 1"7" -Z3 �. t E� S�►? Nature of Repairs or Alterations(Answer when applicable) 13 1a,,. Date last inspected: v 3f, •s• Agreement: 3 r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- s�" ecate of Compliance has been issued b tk�is_Bo�ard of eal w p - Signed "~Date / ff Application Approved by �, / ,f�L G i Date Application Disapproved for the following reasons Y Permit No. ~ Date Issued e ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS ` Certificate of (Compliance THIS IS TO CERTWY, that the On-site Sewa Disposal System Constructed(k )Repaired( )Upgraded( ) Abandoned( )by at 3'Z••\j k ()`F has be constructe •in accordance ---- with the provisions of Title 5ffand� the for Disposal System Construction Permit No. dated "•1`� 1©� . Installer ?]*- i Designer r 1 k + " The issuance of this pe} t s p all no'be construed as a guarantee that the sy tem_ ! Vfu i n a designed. i Date � v Inspector. _ :1- � -- — --------------- — No. ��� r�✓r.— ———_�———--Fee�P 1co,Oo THE COMMONWEALTH OF MASSACHUSETTS t` o,? 65Z PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Digpogal *pgtem Congtruction Permit Permission is hereby granted to Construct(}C )Re air( )Upgrade( )Aband,n( ) System located at 32 \40ki >SW y�f S C and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to ,= comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of tlu pe Date: -7f u —Approved b PP Y �. Town of Barnstable y�P a� Regulatory Services 'Thomas F. Geiler,Director MAS&snii�si`AscB. Public Health Division TEoA'°i Thomas McKean,Director 200 Main Street,.Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form P* Z003-03� F Date: Zl 3d o(e Designer: Sv111va^ Enc�htes n 1�a.p1.r4 ron4fusc iu-._ Installer: c �� Address: hS`k Address: t On I Zh l r"\Al� was issued a permit to install.a (date) (installer) septic system at 3Z WinA5web� Wnu O1cc u,kk based on a design drawn by (address) .auWof k^ EnS!heRs,n� dated IZJZ3 bZ ReY -7LZ5I0y (designer) • y, I certify that the septic systeri referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 'S�f_,'_\L T A�„Y_ \f v ems, ,-; 4NIG Hc'_• '".w ` t►.-�. S i�cwuw O tzd Q�� I certify that the septic,'systein referenced above was installed with major changes (i.e. t greater than 10' lateral relocation of the SAS or any vertical relocation of any component i of the septic system)but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. V OF P - PUEA � UnstaltgVs Signature) z ti- } (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLL4NCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM' AND AS- BUILT CARD ARE RECEWED BY THE BARN ST ABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form RED CEDAR SHINGLES-ON w CEDAR BREATHER OVER15o FELT PAPER ' OVER 5/8" CDX-PL rWOOD - 12 12 - L F1 ME] [-1 12 " n. a_ - -- ------- ---- --ILI L [1_ ® = win HIRSH O _ 111 -EJ l_ L-- -- ---- L-------L-------A I 1-4-- .. ALL NOW TRIM Ix9 a W C':6MINQILES REAR ._ELEVATION BIDING ER TYPAR' W C SHINGLES py ON ¢... '-01 / - _ OR EQUAL I/Z° CDX r. - SIDING OVER "TYPAR" SCALE V4" I'-O' 1 WOOD FRAME CHIMNEY PLYWOOD OR EQUAL ON VZ" CDX .. _ _. w/STUCCO FINISHr; - PLYWOOD II r el: ao uga 1 WOOD PRAMS CHIMNEY--- -- --- d L u✓STUCCO FINIS14 1 , NOTE. a `o-r RED CEDAR SHINGLES ON CEDAR BREATHER OVERISn FELT PAPER T OVER D/E' CDX PLYWOOD ALL WINDOWS LESS THAN 18" FROM CON'T RIDGE VENT - - �_OOR OR JG C.._ZI PLATFORM '. TO HAVE TE—FRED GLASS _ __-.__ _ .. - / CON'T RIDGE /ENT - CON'T RIDGE /ENT - - - � ---------- ----"------._..---------- ` CROWN MOULDING ON - ____._ 100 RAKE BD. 12 BED MOULDING - - - - - - - - - - i 12, '\ _�� _ _ GROWN MOULDING _ ?_�_ - CROWN MOULDING O \ I' _ X 1.6 RAKE BD. 2 "\ 'vB RAKE BD WOOD SHUTTERS, YP - L 1!! jI WELL OUT DORMER Ixe FASCIA BD9 w/ UTTERS - 111 .-Ix10 FRIEZC BDS, 7ND FLOOR C ROwN MCL'_DNG w/ _ _ LED GAP :.LL WINDOWS �-- _ •. '.Snub CORNER BDS S C SHINGLESM-1 .. SIDING OJER -'PAR' OR EQUAL O'. '/2" CDX - o\ IST FLOOR _ PLAN NO 9e-4 .. _ 'DATE REVISIONS COPYRIGHT FRONT ELEVATION DATE. DESIGN Silvia & Silvia ELEVATIONS o„2„g SCALE 1/4" . I'-Q" , NOR TNSTD[HEREBY I11PR(95Lr - RESERKs nB wNuoN LAW Aeeocletee. Inc. COP'VICNt. THESE PLANS.ARE NOT TO BE REPRODUCED '•T eI111DtR1OYp�•Oee1CN6R' .: DRAWN C AN=THOUT OR COPIED RI A T 1✓.(-i/Y/]v SHEET NO. OF TURN OR MANNER IMA7Sc[rER S �RJy• 4„ WAY EXPRESS VMTIRST N PE* rS THE `f.be TEIII L A U R I E RESIDENCE' J CHECKED A PRESS 1MntTEN PERNISyON ��'7" 1 ? ��- AND CONSE7I7 OF NORTNSIDE +a :}.r \ _ (/!�"+l\1 �r DESIGN. 6I ro- _6. 6-B >hDERSL^+/ �NER D9[N/ ah9E45Gh/ _ \l p o p O rQO r PI sE.aT ,dnD o 1+IG - m E]:•z e PCO DL I �- � ORD ai�A EA DmZ g zooLO 'I An LOAM h - r z�o' mn LO D / / a.4DLR4E4 I zRD' r I� 5052 rnIF qp I no _ 4,U J IM --yu r g ------------- iz G 1 ` Ie _ O I I Fi1D Ei�D'i R_,LIN_G_ w R CD` .• 1 /-._a_-�_ .../ I I DNA AAA 1 A Tit 2 m n -1A 2_O LA r a o u Ent S'_q• n - i O JE ` FO i {y�• a� r L 1 a` OIm (� 0 A .,D AND SQ _ rs .. > _ i •S 10 E.OD : r _ 0601 < k\ Z 3� CPA E F :f z I —\ N. Om ��O EnD I. o6 Z 3 P I O N - �� 5. 's -- / r0 ��'• butul ;) -s.... •,` .��� fix.," '--' CD \\\ <.N v rn \ NO fn A 41 N 4I lyl c i I uV II � A a � � II r" D IO Y i D yyy�yppp D a o ''IA o A Orr at ANN IT n A D-AzIt a° N 10It , \U C Z r, I nA z A 9 FzI 1.3 p ' Til LU / 1 I,I u r_ S1z$a$ WQS \ elm p I . e o v 9 - d �° g .' a • �a 4� ti >> L3 z t i L/ r i r \.\ o o Ul is a ---- — Irn p a3• �(1 nD \ A tt a R1 r. e , � 1l _ - ---------- ------ ! IF ! ANDERSEN---2BI7-- 1 - •' I ----- -- -- I v; /// AN11to 2b17 \ i U. ------------------ __ BMJ ---------- IK 'I 44 JNG-LAN L.V,L L - -- «-• I PKT BM, I a - ' ------ ---- - - , BM. I 1 I cNDERSEN 2BI7 . . - - - - 11+ I c ( , I I 10" TWK 1 T-10' v 0° - - I I I 2-II 1 " GA G-LAM L.V.L. • I CONC W LL ON 2A'T24-•AD' DEEP.. I I CON"T 20 r12° (MIN) CONC. / �i , I FOOTING \ E 1 I \ - I I 6'-IO 13/16"2 CONC PTG r-p O' �ANDERSEN 817•T ) ! EO - I ^,� VO - \ of _ 'o' �\p E °; Ts4' 4"x1/q' I I I BASEMENT ry l: ...;F \\ Z"D!ON Td. s { `�O "133 \ \ a .� 7..T 2.e BEAM 6r I I IDM. PKT. \ I TUBE COLUMNS I I I 4 CONIC SLAB ON 'rO \\ ' 1 �� OT° 36%36%12" DP I \ I L- -J CLEAN COMPACTED SAND J I h * \ (d /► V ,\ 0 1 C0.1 FOOTING, TYP > \ \/ ,� / 0 t 0 p 1 \I I D, 15-4' 14'-in 8" CMU ON - / J I IS'-8" / 46\ .._FLU! r 1%V�`O ,< :� \r1•\� 'S I�\ \I �' \, 5' 2' DEE� FTG. 15'-8' '. L.._... \ - -- • 1� - - -� - -�-- - RN - wt0�22ry� �N F OO4 BEAMS - - - 1 6 I BM W101,22 M FLOOR DEAM• / � O �`ry _ I. 1- - 1 I P T L -I ; SCREEN E-02 O CONTROL JOINT / tip.. ,. / e" BE a ___SOLID BLOCKING > y ALONEd BEAM UNE I C'\v \�/ _ / 3 \ f •QI- r � y/ �..,. Ate• �w \ // / � - - a; L------ .--*------------- ----------- - i 1 Is / --12" LG. d w A B. • -ORN RS AND I - I I \ .. {,.,.� _ 0 / \ 6-10 • 6'-1 V - I IB GL"E EEPR.• tv // / \\\\ -% / .. \ \ EO f a4 • OG Ei a4 • 12' O.C. I I .Io �""-`'� - L-- -I- L ' m I j \ \\ �•. // \ ------- a CONC "ALL ON ' I CON 15"+10" CONC - ., - I L.._ FTG DROP TOP OF WALL 10" _.__- n 1 _ . . ._ —.— --- ------- i •4 • 12' O.C. •�/ / I ! - • .:. .. \ /•, // - ON GLEANN COMPG.®ED SAND .. �,. P. !' O' ON GRAVEL BASE - ! \" K'' EEq • 12''o.c. CONC. WALL ON _ _ CON T 18"v0" CONC °. B" TWK ■ 3'-9 \ /l /. \ \ _. DROP TOP OF WALL 12 CONC WALL ON CON'T 10'M1B' CONC. \ ,. FTG. DROP-TOP OF WALL 10"` 9 \\ \ 2Ab / FOUNDATION PLAN , SCALE I/4' - __0' .. ��. \ '\ \\ / ' - / r\.�-E. ✓OJBLE 2>12 FLOOR JOISTS -NDER ALL w4LL PARTITIONS - \ / r'AR4LLEL TO FRAMING PLAN NO, QB-d DATE REVISIONS COPYRIGHT rt ° DATE: DESIGN - NORTNSWHE!RBYERPREBAY Silvia,..& Silvia .� FOUNDATION PLAN " • RESERVES ITS COMMON LAW Associates. Inc. COPYRIGHT.THESE PLANS ARE NOT TO BE REPRODUCED I �• D�I'IE� DRAWN " CHANGED OR COPIED IN ANY • " + SHEET NO. of FORM oR MANNER A"NoEKA � �"�.` � LAURIE RESIDENCE M fHOUT FIRST OBTARRRO THE ' CHECKED EXPFIESS WRITTEN PERMISSWN - ,,1 AND CONSENT OF N011/119DE (60B)'RB-!MO - - ------- ----- -- /QZ �. --------------- r? D.E.P. #SE3-3856 NO WORK SHALL BE STARTED FWA UNTIL A LANDSCAPE PLAN IS Pt } ,a i SUBMITTED TO THE CONSERVATION t Tiros: ' 'T'ime .o O e ' COMMISSION FOR REVIEW AND APPROVAL _ Flller _ Handy-'O Li °p;"F•Mia Compacted Ful C Pt Cove o Pea Slone � . Y } Ster Noisyis o a r o'8 a Leo[hlny • O / 1 N Ch—ber Washed I/2"Owbb P't W Washed - _- EDbE OF PH RAO,IVI I'rES 1 ' �� •, °o I_ a-lo I �11 I H 12'-0" 'I e S ,I CROSS SECTION OF CHAMBER r7 0 6 a E%1 5-r. PAVED / I L 'NOT TO SCALE _ ,In o0 1`> _ c _z �_ IRS.97 — — LOCUS PLAN i - ` s1 NOTES SCALE 111=20001 I. Water Supply For This Lot is Municipal Water. DESIGN DATA ASSESSORS MAP 52 2.Location of Utilities Shown on This Pion Are Approx. Single Family- 8 Bedroom PARCEL 11 At Least 72 Hours Prior to Any Excavation For This No Garbage Grinder ZONING : R F-I / i I Project The Contractor Shall Make The Re wired Daily Flow: 110 x 8= 880 gpd SETBACKS:FRONT 30' NotlfmotiontoDIGSAFE-1-888-344-7233, Septic Tank:880 gpdx200%=1760gpd ' SIDE a REAR 15 3.The Contractor is Required to Secure Appropriate Use a 2000 Gallon Septic Tank. I S / -ro P o co e.e-rAy. ---VA v re __ .- Permits From Town Agencies For Construction LEACHING AREA 2 Defined by This Plan. 880 gpd/0.74=I IPO.s.f.Required / % I 4.Instal I Risers as Required to Within 12"of Finished Sidewalk 2(12 +7 2 )2=336 s.f. Grade. Bottom Area: 12'x72' =664�s.f. 5.All Structures Buried Four Feet(4)or More or 1200s.f.Total Provided. LOT AReA I / } Subject toVehiculartobeH-20Loading. / O / y�j3g2 g,F ± I LEACHING CHAMBER DESIGN 6.Septic System tobe Installed in Accordance With All Pipes to be Schedule 40 PVC. Use 8 310 CMR 15.00 Latest Revision And The Town of -500 Gallon Leaching Chambers in a Barnstable Board of Health Regulations. 12''x72' Washed Stone Field as Shown. 7. All Piping tobe Sch.40 PVC. LOG OF SOIL EVALUATION DATE: 10-01-96 wORKL1M1�' L1Ne:-SILT I Ft:NCG ya/CAL_% Z- SOIL EVALUATOR: JACK LANDERS-CAULEY I To,W s 2.7 T.O.W 's`+•S No. P-8789 / I STAI«C F-Id,V $ALES BOARD OF HEALTH: EDWARD F. BARRY TP I I EL �234.1' ti \ PROP. B D12 w/F- OWELL- F.G.34.0 F.G.34.0 0 EL-34.1'I\ 0 I M I I i L 0-3" EL-33.8' Ib-50 -yI (. 31.5 a 30.4Top El.31.4 3'-9" E EL-33.4' 1 31.3 Septic Tank 31.05 BotEl. 28.4 B SAND 30.85 �: 30.6 9"-17• EL-32.7' I 10 MIN. I ee :_e,rR.; 5.3 Ct MEDIUM SAND - z / 1 tj I D-box / o00 _ Bedding as Bottom of Test Hole EI. 23.1 17'-23' EL-32.2' Per Title 5 No Ground Water ;g• 3 I ANK 0A% /AV I J DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM PERc EIUM S I N ;'� C2 MEDIUM SAND O 1 It: Not to Scale I tuvcw>K.ANsv»AL�r 23 -132' EL-23.1' �1 I 10070 Rescav� a 1, 533. OF E�4 1 O MIN. 72 � 3 ArP28AIrS NAME' �a s�a N s va/v �� SITE PLAN $2wlwu5wePI WnY PC `MR �' �� �3 .xe>eclrcoc.►noa: GSTERVILLL' �Y)/�ss ell U�LIVX , PROPOSED SEPTIC SYSTEM O0.217 r� p AT 1 - r 1m1°a bu•�tr ec„:••,cd w oida of Cooatnao, �( .n,V e .1 * 32 WINDSWEPT WAY r OSTERVILLE MASS. WINDSWEPT WAY OR f ,• FOR 1=1 ELp DI.TA OY tijAxTt_R� NYE d- oaQorl o�aitl�aM„�;.�,.1. ❑ _ J 0 S E P H S WA N HOLMf.REN,%NG. PLAN oATc PLAN VIEW ''. DATE : AS SHOWN DATE:DEC. 23,2002 0710(,101j R1=_v1 eMD oe/zo/ol 11 I 7%1$mw9lb•a000dd�daa SULLIVAN ENGINEERING MASS. Scale I = 40 OSTERVI LLE MASS. ��1 tv RC;a,41510N• -7 1 H O u S E F O O T P RI NTd ORI aN TAT%bN D.E.P. #SE3-3856 < . i NO WORK SHALL BE STARTED' UNTIL A LANDSCAPE PLAN IS __.J SUBMITTED TO THE CONSERVATION C t Cove o I. t COMMISSION FOR REVIEW AND APPROVAL —ti O 1 Handy-' Gss�, p o I T Pt; 0 a / /�0 L o �• . ster tZ __ I / i✓-do x L s NoisPyt%s a rg. , n 0 2, r o 0 tt �,i 1 eo�e of PM RAOIH ITEs _ ' O O O O! t ro ,� ° °," 0 . /-. ' /•i C%1ST. PAVED r I 2 ♦C�� o° / O'WAY / f' 37 O LOCUS PLAN SCALE: - --/\-�--- --f --- - --- 1-�-�•1 r ASSESSORS MAP 52II SCALE: I a=2000' L ZONING : PARCEL 1�/ 1---- ING : RF-I NT 30' FIELD LAYOUT SETBACKS:FRODE ei REAR 15' A®TA _--%3vAtv rt `, - Not to Scale 1. 1 DESIGN DATA 1 / /p / I.— - - S.ngie=amuy-8 Searoom - - F.G 34 n rVent C-11 Ar�:SI:7�tD - - 3a No GarbageGrinaer - --- FG.34.03w2 1 Dooy Flow: 110 x 8= 880 god r . Z J) I g Septic Tanii 880 gpd x 200 /o= 1760 gpd i r — _ i- — use a 2500 Gallon Seot c Tank. Lse � 3a 31.5 30.415 T1 Star ^��. LEACHING AREA GallonTop EL 31.4 / '� \t%L 1NG 4 H1C-1� t 31.3F �� _-- _ a 8 80 gpd/0.74=l i90 s.f.ReQufred Tank 31.05 to _ FSNcI= BOI.EI. 28.4 (. i+ - Sidewalk 204'x 2'= 408 s.f. \� , 30.85 30.6 _ —r �t Bottom Area= 1080s.f. :.rw.+ 5.3 RLTAI N.WALL To St.FIRST - 1488 s.f.Total Prcvided. Bedding as CorJST. $Y HANDdTN.!N i 11 I WORK LIMIT tN6-SILT BottomotTestHoleEI. 23.1 LEACHING.CHAMBER DESIGN Per Title 5 Cleonll=lLLAatbtao / 1� j 1�. ��NeG`Ar/acruBLs No Ground Water I STA141aC N4•: 1i3AL1e5i All Pipes to be Schedule 40 PVC. Use 10 ti ''6•S 1 j BETWEEN t31;,cFeR a- -500 Gallon Leachin Chambers in.a washed Stone Field as Shown. DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM t=ENGE Not to Scale �- LE R O-r 1 LOG a sat EVALLIAMN NOTES 0RA POOL 1 ( d• ROOF _ 6r.a. DAM.10-01-98 � r N., P-P7B9 !. Water Supply For This Lot is Municipal Kates PROP, , ti1I RUNOFF Wj_p / 'y \ 1 f � BOA EVALUATOR: JACK LAND F. BARRLEr 2 Location of Utilities Shown on This Plan Are A rox. p WE . I ? :ri1�.. BOARD OF HEALTH: EOwARD F. aAanr pp i F. � LL1NCr D 1 r.>K w.w«1.e m1 At Least 72 Hours Prior to Any Excavation For This 3o J a ' D ST"� O I I ie.vi Project The Contractor Shall Make The ReqGuired t"I M I OrV \� [� ,23+.1' Notification to DIG SAFE-I-888-344-7233. a I ' 0� , -vl 3.The Contractor is Required to Secure Appropriate /i O Vu I L..•h1.t a EE-3+.1' Permits From Town Agencies For Construction cnamMr 3r1"-1 vz'owei. o - Defined by This Plan. , G LL ! - 1 +-16 I P' E 4.Install Risers as Required to Within 12"of Finished 3•-9• EL-33.+ Grade. ,_ - I O 1 1 7 r 8G 5.All Structures Buried Four Feet(4')or More or 1c'^�/c M r 9'-1Y EL-32.r Sub ect to Vehicular to be Load in �- 1 Rr�F2v` J _� CROSS SECTION OF CHAMBER j 9• C1 MEDIUM SAND / NOT TO SCALE 17"-23' EL-32.2' 6.Septic System tobe Installed in Accordance With PR 1�A AR�f -�-.-. Tq N - - +8. 310 CMR 15.00 Latest Revision And The Town of +Q� O 0o IC I 1tEyLSiDPLANE0111Q1TAi 1�l PERC EL-3o.1' Barnstable Board of Health Regulations. 1.._; _ _ - - fi - - _...I S10- 57 c2 uEauu SAND 7All Piping lobe Sch.40 PVC. f V--C RM IS iv L-V VC HikLo LAU 1 L-23.1' ' i 310 APKICA?,^.'salnM S0sL-PH SVVA2A• PETER SITE PLAN J y j - .� '3'Ztit/iNO5WC-PZ WR'i fl', I. AtotticriACAMOi+: C7STERVILi r:f Rss S1U V AN PROPOSED SEPTIC SYSTEM r NCI.2-9 ems, AT ELL 0 R 1 V t3\A/Ay Iblt ytojat bat.1—&b,-a.•....+m orda oteandldaw �( $ CIVIC- 32 W 1 N D S W E P T WAY .. OSTERVILLE , MASS. W//VDSWEPT WAY OIL m.�1�. F O R sHE" ro JOSEPH SWAN 1=1Et_P DATA OY 0AriT1=Fig NYE d• �R1VRwgv Oida ofCoaditioat nn..rw;...,.a � � -. H01^-M GR�Nr 1 NG. PLAN DATt= PLAN VIEW DATE AS SHOWNN DATEDEC.Ec23,2 002 0-7/01./01�Revleep ola/ao/of 1i- *=anbecanddaidaa SULLIVAN ENGINEERING MASS. - AY Scale• I 40 fae�leee �AN.o3�aoos► OSTERVILLE MASS. I • Z. Z � [ S V vi r , , ---- - 34, , 1'. Y ( i Tfl { - J r�kf� l fit. r s 1 — _ co , CZ r� , t � �ry . } 1 , (' COMM. NO. DATE —k v'v 7- P %_ DRAWN BY s u �'Vf: 2 O t I J�'T N Z SHEET NO. 0 Z a r 1. V H � W H e Vc, V� T ' , r o. _.. � ..._ ter? loo F lk ILI r E - _____ i L _ i '/+/ p a V v4. F `r ° COMM. NO. DATE s DRAWN BY Z 0 U 2 O 0 SHEET NO. 0 Z a Swan ` Residence ---------_-__ ----- -.-----_Coco.- - ---------_'_ ------------------ ---- -- ---- - ---Coco_---------- ------- --- - 5•pa 3%b" 32 Windswept Way Gstezville Mu acfiu`setts (V4aisa� I/ �'&�uv a�'w<ru.sf Coco iukTde w�i r("I' I iP rpayYex { d I� Coco.. Ip4 MHIW oopp hF... PF i ll a�r.L I 'YBnf/�MA{GyltrtGT" OP A/�ra{''Og -{}--_- p/hNIMGff ..........Coco-.,Coco.. � - ,. � Coco_._Coco_ Coco.-_. b"+a tvetf6 107 d )/ ------ - - Coco _ ' � I i F--------_.--_---.� � � Coco f I ._.-..1PoUFaai�N�CYNN SHC% I j/ �i i ...,..,� Vr" �f'`-�.����, _�-3• i� -`�^II f•/ I I I I Coco I II l./ jCP M7P faAOM/(M,50 M'VIp6 I 4ihYAf Lsa o -• i � M I I o I la�i o _ ,tr —4Ta"If — I t41Tt u I I a 4_bYe'it GG, I IB' bT a;�b" pf(Mlat•/ e m / I tatrsi(�It--,,5+ °`---- -- - -- -- - -- -- ------ -- Coco Coco .: - - I a#• - i ------.- --- ------ I Coco i 1—� ---- - - - h� }——_ tamarat 4,va £- -� -4i� f- - —f / I I I I Coco 4TY* n I �Rp� .rwok ! � �I I ", ,AtIMt{e{ 1 w .I-. i -—_ -�i/{lOWMN�AUpgb`R2%6'a19v I (ORF/Ft'f1ylY0E I T vfuuvdT4u-,I �AhEMENT ~ I L—I—-1 I / I —° 4"rali'mill v�RYdele 4" I ! I Al 4 Mw Cfbi vAPoR 1FFalr� I I ( I I efl trrerw I o- I 5'D 14'LYg 31 G'Iz el la I ,--T i I I I I 7 u r � I I Caw P✓GRir T—— ——— — eFut t r aT — - ———— - P I t—I t 1 �zl f 1 — ——— —— —— "a' 6rY£cog, 1 ' t wnaN Caen RwraT _.-_ ,. I ---- I I J -'----- - (RrrrR iv W(ivtw, --———— —I. ^"-I — — ——-{-. I I - TOrf•IH'G' YI I Ai�aifK$pPAWI! -1-----__ _._._.�------------ ----------- I. Coco _ Coco ., Coco. L-- I Me,) I 0 _ I 14,Ce>�, vH r 2`� --------16�p°-- I P �'.° -- -— ---� b I SALLY WESTON J r.oft o'•oroAekwlW ---- —. 18111%s" I C a ASSOCIATES PoUd�lxFaVCW GaN(tt�flt � ; I _. Coco �--� � -;• I I o o! DAiIDN WAIL ON A cp i= A'OWrI%0'CdNTIU000ai con I __ I i 1l'b Ywtt !--- Coco- Coco - - _-r -- f"---� ---- -"� -{---- --I^ Arcarnn„:.Pm aetas.mo-rmr Nap r "t I I HorckrhNsuw�rirui :_-- ---- Coco. __::. :-. -- _._ -I -- I =C —I--l- .,-_ _Coco � I I I °oi f---- - I —G i----,---- --+ I I �I -- ---}f � i I I _ la:0' I 1 li 212 NOM 9iaet•Hinghara,MA 02p49 GENERAL NOT Coco I I __—__-_. - Tr pe014afi0%-Fa(781)7494nai [. LIVE LOADS iF TIMBER NOTES I I 1,Roof 30 p a.f I.Sinn-grad,lumbe,shall be.n accords with'Nationalco D g Spa iftcat s f Sr a-Code I 2 Sleapmg R oms 30 P.s.f lumber and its Fasten rag by the Na[ I f pod r p o) 3 Areas nth than sleeping rooms 40 ps.f Framng lumber shall be SPF 01/02 Flo 875 C 1,400,000 ;� i I i -- j ^o• tense,. date I a.necks,Balconies,etc 60 s f approved P psi' i i d gad)adjustments or a• —t i v... wYalorberer. ) is Ill FC`[JNDATTON NOTES 3.Provide minimum double 2.bu It_up p A under ends bFall beams and heade.u.k-othe se noted. )IAp°.w.a I Footing shall be Carr.ed to elevations shown on drawings and deeper if necouary to obtain a safe ..All tnpb 2,built-up posts shall be fastened each side w tl 2ud o. its Q 16'o c staggered,All i 1 bearing of 1.5 cons per square foot double built-up posts shall be listened each side with IOd..anon s,us 16'o c Buggered. IV axaaa 2 All excavations and foundation cunemvetion is to be in the dry and no on....ta shall be placed in water. 5,AI post loads arc ro be fol lowed down N solid foundation General con ract,r verifyn field I I '',' 3.No fort hall be fated on froze,sod f undat on or _ 1 rag s p provide new Nit Ne.i I <.Where n is necessary7,MC to raise the grade below slab,fill shah be plated m 12'layers compacted[0 95Ye 6.provide solid comply vi h floor ham rag under all posts u k h +u. .:led I I I's1 of ASTM D1557,Method D,Procmr Test 7.An work to comply wnh state building code hall bemen I ' 8.An t tubers and beams ex,sail to weather shall benamed -I� _ I I r•-- ' S Provide openings for water,elecvic and other services as required. y P press e . III A , ! 6 Pour concrete in level courses full height,or floor to floor with cunstructibnjuints vertical' l g. All joists shall be bridged with solid blockm N'nsaun rl I I 7 Wire,mash in slabs,on ground shall be lapped 8 on ends and edges. exceeding 8'4', g Bor f'x3'double cress t,dging at intervals not Fran wo I.Provide a minimum of g'well compacted,clean,coarse send und gravel under all slabs after top sail 10.Sind bearing partrtmns without plywood sheathing shall be bodged et intervals not exceeding h been removed. I1.Provide under all partitions and at opening I I 1 r v -- 9 Do not ct"to l against foundation wall until floor framing at top of wall is in place or wall is 12.Provide .actin Huritane ties at all ratters to sop place.nnecnone and fuss floorjotsr to beam CO,lf<ie tl t and sill..actions -,y<mporarily braced. i, a inns ' / t'wraev tire; [V. NCRETE.NOTE9 13.All floor sheathing shall be 3i4 inch plywood laced and nailed Floor members or a! s r V P Yw 8 pproved equal. .,�,.' i 1.All onnerework end reinforcing Pier details snail..farm to the toast A.C.I.Code and Manual 14,All roof sheathing shall be 5/8 inch APA Exposure I plywood. '- I' - - F---------- --- _ _ 2 All concrete shall have a minimum compressive smmgth of 3000 psi at 28 days. 15.All wood in Contact with concrete shall be prusure treated. - e` 3.Mfnimum prmecnve cover for remforcemena unlus oN<rwise provided for. !6 Nailing pattern for exterior plywood sheuhing shah be lid nails aQ 6 umhes on center at edges and 8 tnx>sr a _ a.Concrete placed against earth,3' inches on ttnttr ter interior sac rts Weston Associates ' I m Sally TF Plagldau,Oss r��D,,SMAn_g n mteoandmy b.Formed concrete exposed to earth,we4Nor or water,i" ITT. 1.Two oG[TVEERED COMBER '- I -N I raamidciaa.eserm¢aid tMaie pvipaxey fsuy Floorsau sand,gravel zone fill 1A' 1 Two or three Laminated Veneer Lumber(LVL)beam,lop In tied only,shall be glued&.nailed with - 5tfaten ALB,lne.andare gee to be-,I mast,r,,docm a.Aoin(oremg steel shall cons rm to ASTM A6154R60 minimum two rows of l6d nails at T2 inch-on center,Ill.(.VL beam shall be fanened from beh «p ,m �.�� ��,written 5.All Continuous reinforcing bars shall be lapped 70 diameters al splices and at comers unless oherwi. ides,unless noted otherwise Side loaded LVL beams shall be funned with rum mum two owa of 10r shown.Terminate cominuow bars at non-continuous ends with standard hooks Lap continuous Cup I/2"du tlim bolts ter if inches on center staggered.Refer to LVL man%cr,w for additional I Auscrusan bars at supports as required information - _ 6.All footing keys are to be 2",4"(nominal)unless otherwise shown. 2.Provide heavy duty connectors for any LVL's that arc Flush framed Submit proposed connections for - 7.Ali necessary sleeves and inserts shell be furnished by the vanous trades in full cooperai on with the approval unless noted otherwise(U N O) ---- I O fob no. y¢ I � l draw.: che¢kcd I Contractor. 3 Provide 3'mut bearing under LVL's,unless flush fimeed,(UN.O.) I- ------ ---- — �- I I scale: Iq 11-06 date: IQd5rjdo4 8.Structural drawings s�e to be used in oc juncnonwiN the h-tmg and venlilatmg plumbing,electrical, 4.Laminated Veneer Lumber(LVL)shall have amnunwa Sending stress(Fb)=2800 psi,Modulus of N. :7 r xosmil,s 5n awv F..w.nn a roxrx � d architectural drawings and Nose dmwmgs shell be relented to for size end location of openings.- Elasticity(E)•2,000,000 psi,Horizontal shun(FV)-285pai,Compression pacpenheul.ro grain(F.) 1J errs,pipes Inserts,boxes and hangers -750 psi.Any adjustment factors shall be approved by structural engineer. — I — 1Y.Va' -----.-- ——_--- _----_ ._— —t - - - - "-' 9 Provide bar supports,spacers and ace-so'-re o ndetl by Ne A C I.Detailing Manual All 5.Prc<pgineersd lumber shell be protected from moisture outing<onswetion. I �' FO ._. _ .__Coco_-.-. Coco. dulling t red by th into shall be cod with this sem<manuel 6.Provide sary bcac g du'ng ereamn to ktep memb plumb and secure 10 Concmt b - rh cinch bolts shell be p sded for all mechanmal egwpment where requ red. 7.Refer m anufecturer s,peci6 t oms and roles for add. 1 info matron UNDATION/BASEMENT I I Provide 2 N5 h rzoncei reinforcing bars 3'.from rop and bottom of foundation wall 8. All hang noted are from S mpso,'or approved equal I I FLOOR PLAN ICoco -._. Coco Coco.. Coco. I yt'.pa Ig1p' 46,byaa — -- - --- --- —_— — —- --------- —----- - -- -------— 115-p -- --- --- —------ -— — ----Coco---------- ----- ———---_ --- -----—----— � ALL 114:a" Swan 1vD" -------------�,-�"------ --- 11'.4' Residence I I � I 32 Windswept Way jI I Osterville Massachusetts I I I I I; I -A h PN. 4 Ye. w ���m, a•IB'/iad.D a-1B�'D a'lo'/D e•IPbla ••a�la3D" -- - ----- - ----- ----- - I ST««r Nonu6 rfWv(b 4'SYa" 4�51s' L�5Ys" 4�hk' 6ssYz" (cMnaM yN iAN a Nvtt� _ 5164Af)•, � � PIwM NIfN DMx•6rr Derma �"""" � . — ir�Mro 1.4" aw�><srwrWN4. TD " b1M" DrRINMD° _ !9'4 riawuv raBNwi «eo « °., �D 9b' I I I,_ EWpppp r« it - _ N Flit or.MAN06W �'�4 MINR•E :+x ! 0.{ 64KEE116 PoRLN r MAyTE><5II1tNf, r „ I °°aroy MAKi 4; FAIL MkNaxW� N �I WND i'v J 11a�1Y", 31k• %I'/"i.<. h 2'9'%4n « 14ma, / Wdl° m a a eyn" 5•UD"tn —}�}g-D•BY" ea. BLYc v I; 1/ eaWW«ADCMNNfw_ .DYAD.PPARD(A{MN[7.� D'Ni«"wf 4'ID'h"(5•ly«t) 4'0'/s" LPMt" 4 IDY"�D w«P•/I' G•U f.' - -- //. YWMNMDIII II 1 I I5 Af WAD MAP wau5 ie N«D,10 W� MGNeDro N MtlwsO w]s uuwrD fD I ' DdINGIW NMIN 1 Z, Doaa � .— •", �,' _ z'= I•I'h" ttWN/M( 7 YOYit 1�9YM1•I�I'Ic 511/B^•a1.1k ' b'1c EN ' � PWAN Yllhf I (. (WWT • 4"_ Ry PMDe 5aWN0PK r.,— WrNYD T B yb e"1D 'r 9-e- P.a�O� aIB i ! b/! .. 5.9 A" ° 4°14i` N«XNrS _——— _.—— 0u«ww is I DNPD I ►nroI 1 7 ar«w4aMA5 I— I dla W -s. e-wsr a ww Pa az % Wit « a r�Nk'Wf- 1'N 141, 11-t -- h 61'Io ' T j _. IN•4 ATDw - vouie l I j iIT- s u w rN _[«si F . (/ y s %wrurP ., _ xlDWIMP _ w xD .::9. I. 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