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HomeMy WebLinkAbout0015 ISALENE STREET - Health F ene Street- -35 c r .� I� 4 9 I 4 o �I' TOWN OF BARNSTABLE LOCATION 09J,E l/z' SEWAGE # --O VILLAGE use.;✓ AkCiallitfNEE ASSESSOR'S MAP & LOT n INSTALLER'S NAME&PHONE NO.a � ���c�cr I�r s i Cr SEPTIC TANK CAPACITY 15-0 LEACHING FACILITY:(type) 3"500 Cgr CYA (size) /© 'x,36' NO.OF BEDROOMS 3 BUILDER OR OWNEER PERMITDATE: i" c-4Q—C COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 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 leaching facility) Feet Furnished by t�1 �Y � r o . N SU �� '� � V� I'I � � � � � w � � �` � J I w � (� T � i. � A 1' No. t 4 Fee 4 .� I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ye 0 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yication for Oig ool O gtem Congtructiott Permit iefpphcatton for a Permit to Construct( )Repair( )Upgrade(X)Abandon( ) XCompleteSystem ❑Individual Components Location Address or Lot No.1 j;r t S»L- N E S'T• Owner's Name,Address and Tel.No. Lam. HyA NISPORT, /✓1ASS w1a.StoPi R"Tu0D Assessor's Map/Parcel 1 S 1 S A t-c PC- 57' 21,7/a 35' W. 14'YA V1s orz:T MASS Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No 5-0 9—429—3 3 4 q SULLIVAN INC. ?Y—VCQ Maa,9N 5V`- "7 PAi2 KL'2 IZcGA►> Type of Building: Dwelling No.of Bedrooms 3 Lot Size ©a'Z2 Ac•sq-f- Garbage Grinder Other. Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3® gallons per day. Calculated daily flow 3 LA O gallons. Plan Date NQ V- It,, 2CO L4 Number of sheets 1 Revision Date Title Pf2G?OSED AZ)D1'T10/V A- SEPTI C SYST&-M L4PG-RA66 Size of Septic Tank 16-00 GA.LLGYVS Type of S.A.S. IG'X 36' L 15 ACkW9 CIAlYI(3E Description of Soil:0—1 011—A— DRY,13Q1j? Gm jP `/ L®AM 10YR�3/3 , 1 32 1—B—yei2i so. ow- MLDJ '9t\WD SOMS r7&S_S 10 YP, 32"-6-o' I...T. OLt VC t3RV N16D• SAND SO M 6 FiAl&S _Z- 5 S�� o 6-0'=12011 Cx— uT•YEL-°1s14'f3RV MED. SAN)0 2 esy 4f9 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: 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 Environment 1 Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by s Board Health f a� Signed list ® Date Application Approved by Date Application Disapproved f r the following reasons i Permit No. Date Issued '�' zoo= ,,, �" e "''° ^�/✓o.�. No. a ` Fee THE COMMONWEALTH OF MASSACHUSETTS Entere0n computer: VoPUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Y ZIppYication for 30igpogar 6pgtem Cottgtruction Permit application for a Permit to Construct( . )Repair( )Upgrade 0( )Abandon( ) X Complete System ❑Individual Components Location Address or Lot No.l,!�15Jq L LN E ST• Owner's Name,Address and Tel.No. w. HyA APA,115 PORT, /0-9 w l tvStoN R.SU oo Assessor's Map/Parcel / S IS A Lr3.N1: Sr �-��/ o'S� w. l•IyANivls otzT r1'lAss . Installer's Name,Address,and Tel.No: Designer's Name,Address and Tel.No$'O S•-4 249"3 3 4 ISULLIVAN ejJCf 11VEEQ.IN(- ING.. -7 PARKER. ROA-0 Type of Building: Dwelling No.of Bedrooms 3 Lot Size©,2'�-Ac-st-ft:. Garbage Grinder(Nth Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow 3 3 O gallons per day. Calculated daily flow 3 4 © -gallons. Plan Date N o V. I (,, 20 o Ll Number of sheets t Revision Date Title RZ&Par5ISD At)0i-rIQAl PTI G SYSTaA4 i..IPC IZADt Size of Septic Tank 1500 GALL.QNS Type of S.A.S.ID'X 3o' L..6 Aehuvg U'IAMRC- Description of Soil O-t 011—A- DR1G,13RN. sAwbY L a,4M IoYft- /3 , I O-P 32!I-PS-YE121 SFI. t3RI4 MER SAvD SoMEf=in/65 IOYR 5- 6 , 321L5011 i— LT. OLIVE 6RV. MrD. SAND GoME Fi*IVE..S Z 5Y 611, � �O'=12o�=-C�.— t_T•YEL'IsN1312.V A4F-a SANb Nature of Repairs or Alterations(Answer when applicable) t Date last inspected: Agreement: 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 beAissu this Board .Healt Fits- _�2 -Signe �fiL „ a DateApplication Approved by Date Application Disapprovedwing reason Permit No. Date Issued / V/ ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(X) Abandoned( )by S H O R e 1,,t L CO h S\ . at t 5 s S Al.e N E S T• w H yprvw I s Po rT. /Yl A S S has been constructed in accordance with the,psrr��ovisions of-Title 5 and the for Disposal System Construction Permit No. dated_ /1 l/9 Z o c . Installer -V tc_ iC:C c �; s I c` Designer SUL0y#gM rm&6 r,r gRaiA4 I NG , The issuance oft ' pe shall not be construed as a guarantee that di-e sy e wills cti n as designed. Date C� � �5 Inspector FeeNo. n THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mi5pogaf *pgtem CCongtruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade )Abandon( ) System located at I S $SALeVG ST. . W. Nllf}/V/1/)SF-bQ r 1)4,4_ '5 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:Co tructio'must be completed within three years of the date of s p Date: `� Approved by J , Town of Barnstable ��T°wti Regulatory Services P ` ����"; Thomas F. Geiler, Director I-\BA MASS. a LE, P Health ealth Division \7 MASS. 039 p��� \FDMP� Thomas Nlcvan, Director 200 Nlain Streei, Hyannis, NlA 02601 Fax: 508 r90-6304 Installer & Designer Certification Form Date: q/c, s .J �� Installer: ` i' Luc �fC�c��/isi�� D e s i Q n e r: �v1C g v U A h �`= ---------------- Address: Address: -- V'*jCe�te.c���.s lc" was issued a permit to install a (date) (installer) I Cg1004(-61 ) septic system at /S SA/e.�C-5 _L� �/4�n'� based on a deli rr� dr l .vn by (address) }ated ttfo� . L� o 4---`i - - (designer) �l certify that the septic system referenced above was installecl substariti;illy according to --- --- the design which may include minor approved changes such as lateral u/irtHl Ti�LS-�! distribution box and/or septic tank.. TIA,s CL 2�a F y S C�aM P f- ryNL`/,"fhaS IJC7C5 Wd-T CLzf2Tjf7q CopLjAwcd. wITH PLijr4F V COD15S a A V (UTInt2 RLEI"L-,4tiUws I certify that the septic system referenced above was installed with major changes (t.e. - greater than 1.0' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance ,vith State & Local Regulations. Plan re��sion or certified as-built by designer to follow. SS11.UV Installer's Signature) CIS (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED L'NTIL BOTH THIS FORM AND AS- BUILT CA_R1) ARE RECEIVED BY T . I3AR_NSTABLE PUBLIC HEALTH DIVISION. Q: He[dihiSeptic/Desig.er Certif.ic-ation Form / TOWN OF BARNSTABLE LOCATION . //�/� SEWAGE # VILLAGE AZI-1J �hrf,n;Ja t ASSESSOR'S MAP & LO ` INSTALLER'S NAME&PHONE N0,,B / �CICXA kS i i°' SEPTIC TANK CAPACITY / � f LEACHING FACILrrY: (type Ch Cr/AMh-f5 (size) NO.OF BEDROOMS .3 BUILDER OR OWNER PERMITDATE: �OMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Suppiy 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 leaching facility) Feet Furnished by A STV 33 ` �` - �j ►- 39 F 6 w n of Barnstable P# (/ Tow -- Department of Regulatory Services i DARMN RLM ; Public Health Division Date "�t/ MASS. t63A e� 200 Main Street,Hyannis MA 02601 �e rfD Mld� �(( A1y� 41 Date Scheduled l�l(Uy 5 Time�= Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: ✓ULL\V AN �11V[r (Z ltV�o 11�C Witnessed By: LOCATION& GENERAL INFORMATION f{�f Location Address �S ,5 A L E—R1>~ S"S12•t��' Owner's Name I�5 ��fl� k . Address `J A F,�CE Assessor's Map/Parcel: Z 7 413 5 Engineer's Name?k:Dre (r, J" IVA►.3.� NEW CONSTRUCTION REPAIR Telephone# " Land Use MLC5 -A Tt 0r L, Slopes(%) i7"`S � Surface Stones ��+►��— Distances from: Open Water Body * ft Possible Wet Area sy ft Drinking Water Well A_ft Drainage Way­gDs+ ft Property Line 13 r _ft Other ���/� ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) 01 ir. `\ Realty Tr. / \ Q) r � rl I Q) CU— + ng� o \ I 1 �I I /SOTJ7"0.5T r F1..A(L-L Depth to Bedrock S� Parent material(geologic) ��l,•C�.rJ�S K P Depth to Groundwater: Standing Water in Hole: 1�J O M C Weeping from Pit Face h/,L Ai Estimated Seasonal High Groundwater L—a SS TJJA[v F—L id NG-V D DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: T G3 C3 G'2QuAl Wig rGR M►4P in. Depth to soil mottles: in. Depth Observed standing in obs.hole: P ft Depth to weeping from side of obs.hole: in. Groundwater Adjustment Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date i l Time I V Observation Time at 9" ---- Hole# Depth ofPerc Time at 6" Start Pre-soak Time© SVP all;tew Time(9"-6") s End Pre-soak 25 c>f�LLe�ys ass 1 hA/v 1 S-MIN Rate Min./Inch tE SS '*l�A/i 2 M tl►-/�Nc H Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)N_ Original: Public Health Division Observation Hole Data To Be Completed on Back--------- ***If percolation test is to be conducted within 100' of Vvetland,you must first notify the Barnstable Conservation Division at least one(1)weelc prior to beginning. Q:I-I EALT W W P/PERCFORM DEEP OBSERVATION HOLE LOG Hole#14: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surthee(In.) (USDA) (Munsoll) Mottling (Structum,Stones,Boulders. sons Istenov.e e av I . �, PRK QrZN 3 • ( yaL isN Bf2t✓ l s1A C-rA vG L-- ri rr v LT. OLIVE ORP 32 — Cca SA y S 50 2 - sc�M6 Fi�vcs 6e-) -1zc7° aZ. � s 2. y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsoll) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes x Within 500 year boundary No X Yes Within 100 year flood boundary No Y Yes Depth of Naturally Occurring Pervious Material Does at least four feet of-naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on M0 (date)I have passed the soil evaluator examination approved by the Department of Enviromnental Protection and that the above analysis was performed by me consistent with the required train' rtise an a 'e ce described in 310 CMR 1.5.017. Signature DateC� � Q:HEALTWWP/PERCFORM f• t e :� � �• t DESIGN DATA ASSESSORS REF.: • ' ` "-_ n Thomas A NIF Glaser Trs \ Single Family-3 Bedroom Map 267, Parcel 35 �✓ o .•.3;• �'o r• "t r _• Skyline Realty •Trs \ #, No Garbage Grinder �)� •• ;.� ; �,•;.� N8737'05"W \ Daily Flow I10 x 3 = 330 gpd ;.;,,�, •'' ' ..� �i I 99.73' Septic Tank: 330 gpd x 200%=660 gpd ZONE: �'� _= 1'•' Stoc ade Fence j a Use a 1500 Gallon Septic Tank. ( L�( • �:ec y.D•' Stockade Fence I r \ . LEACHING AREA RB j• p Area (min.)43,560 sf 'LOCUS •3 11. . Q 330 gpd/0.74 v 446 s.f.Required Frontage (min) 20' ;.ehia •''. .•ROAO•• ., \ j LOT ARLA nn11 Sidewalk 2(10'+30 )2= 160 s.f. _ Width (min) 100' q \ j , ^' Bottom Area: 10'x30' =300 s.f. Setbacks: • , eE '�•:�- d W 460 s.f.Total Provided. Go�l Course•;J ; Lawn $_ « I � ( �•� � Q Front 20' C 4-.4LEACHING CHAMBER DESIGN Side 10 ue en Driveway �p, /'� Al I Pipes to be Schedule 40 PVC. Use 3. Rear 10' II.e `J _� ns-•: '� 'f_ 1 u L/ 500 Gallon Leaching Chambers in a 1� . `i� ; •:,r, s 9 10 x 30 Washed Stone Field as Shown. �/ �,•G 37x4 Ilk, 0 4 - - OVERLAY DISTRICT: \ s NOTES g'_o --, U Y/ ' a` AAP s - Aquiferwn on PProtection o ect ioEnti District / a I I. Water Supply For This Lot is Municipal Water. "Revised Groundwater Protection LOCATION MAP / 40.2' i 2.Location of Utilities Shown on This Plan Are Approx. y C PROP. PgTI O�DECK .O~.. At Least 72 Hours Prior to Any Excavation For This Overlay Districts" - April, 1993 1"= 2,000' f . O I wTH 1 2" OF KIN\SH W x E i �,� Project The Contractor Shall Make The Required z mz° I _ Notification to DIG SAFE-1-888-344-7233. Note: o d 16.7' I 2 I 3.The Contractor is Required to Secure Appropriate FLOOD ZONE: E H QiT SEPTI6 0 m \ Permits From Town Agencies For Construction += O TANI( - Defined b This Plan. 1•) The property line information shown was y Zone C o _ a°rE ! 4.Install Risers as Required to Within 12"of Finished compiled from available record information. Community Panel No. Grade. #250001 0008 D ° 1 2.) The topographic information was obtained N a. N 11:r ° I Jul 2, 1992 .o W ° °i 5.All Structures Buried Four Feet (4) or More or from an on the ground survey performed on y C,4 0 P120Po5E0 to' 0 Subject to Vehicular tobeH-20Loading. 13/OCT104 2 g,S' \ AovlTloly (niIN I �, T'u o N T � ' 6.Septic System to be Installed in Accordance With i N 3.) The datum used is Approximate mean p-t3ox o N I 310 CMR 15.00 Latest Revision And The Town of sea level LOMn o- a o ` I Barnstable Board of Health Regulations. Is' ts' 7. All Piping to be Seh.40 PVC. Flsen r Grads 37x EXIST, CESS COOL TO Bt 1 ' PUMPED a,F L ILED WITH 1 , t 1i CLGgN`.MATE2lAL, \ , 1 a, ,n Filler n ep in Fabric Compacted FIII b \ 20.1' - i I O T.H. EL- 35.0 �' 1 O' t a' r 36x7 HARK 13RN. SANDY Pea Sims N 0 % (`MIAII I I _ I A LOAM \OYR 3�(3 Stockade Fence ,99.73' - � �'� ,. I I I 10 on . YEL15i•1 SRr4 MED• SANo . Leach[ nq D v Chamber 3/4"-I I/2"Double /S873705E / Post dr Rog Fence I J I SOMC' SINGS IO.VR S�lo N Washed / N/F s ) 1 I 1 L.T. OLIVFi 19RN,MED.SAND I_ 4-Id I / Robert A. Glassman / e I 50, CI SOME FINES 2,5Y S"14 IOI-O' p LT. YEL 16N RRtJ. MC-0 PLAN VIEW I 1 7-0, C2 sAN D S.F Y to/ti CROSS SECTION OF CHAMBER SCOT@ I "= 2OI ♦ 4 NO GROUNDWATER `NOT TO SCALE CLASS 1 AAATEFL\AL. PCt2G 56" LESS -n-A kN z MIN/tNC44 F.G. 38.0 F.G. 38.0 G C DATC; NOV, 115-,2o064 P R P t'9V'! SULLIVAN ENGINEERING ING. Q,,,, ,/p� . n-n. wITNE^3, O.STANTON,T,0.13., BA,FI, SU Alnt•F15+! 36.0 35.0 � CIVILa� 1500 Gallon Top El. 36.0 35.8 Septic Tank 35.6 :wrs 35.4 35.2 Bot.E 1. 33.0 :•t�;.�.: 5 Depth of Inlet Tee Below Flow Line 10'Min. Bedding as Bottom TH.E1.28.0 Depth of Outlet Tee Below Flow Line:14"Min. Per Title 5 No Groundwater With Gas Baffle. DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM ' PROPOSED ADDITION 8S Not toScale SEPTIC SYSTEM UPGRADE WINSTON R. JUDD 15 ISALENE STREET W. HYANNISPORT, MASS. SCALE: AS SHOWN DATE: NOV. 16 , 2004 SULLIVAN ENGINEERING INC. OSTERVILLE MASS. un�c�nEw�narr J s P R t 6 � e g O N :3 N r � n Hill Wit I fi aaaaaSa � � �mmmmbti � v � 4 a t' �•s 17, �¢ 4a a FA k1 t EQ , 5/l7��G�l/AnON f� GIMIIU Yl7f,�WING—NOr�O�CONS IlC110N tv. rev&l dMe t. ApG)COI/POY i7A1 AW � Noes ` o� .a�ay Coh5bwhon 9 Pe5ign Services - rH�Judn�5/MNC� A -4A Construction Set rd ,ar a/ram� au�wd Kerra u l tzar APo ax/ar. c�� t,.� /O�ACON5/7AM 51+V MO,, MA 02563 /r9 -/ a repa�redopG'drd nx9ekvn/af,uAlnd Nre.Qress l7/SAG�N�57;Te WNYANNlSpO /MA imttaµ�missvl ollarrcrtA oora/E OAfE - ///17/04 iIders far: FX9)FIOVCt,FVAn0NS-A UDfIEKMfE.� F. er Mq GQi1KlVBY.•C.R!'oraR S'$Y 4 Gi 7 i G'1 J � M1 IFU`GIMINA0YMIr W -NO'TOPCON5MU07ON IV, r"kW date Af'l'�OI/�l7/3Y_ dA�• NoEes.' � ce�wuu e CM5faW&On 9 Pe5ign Services Construction set ��APp����& Rerrault /OPACON51'VI 5ANdWICN, 4M OZ563 q G .�/ r r�/ /N �{/ Apr ,{,�^ rryru�a-v�vi�' dnsh/cvnFat,vB/vs!/regm lam / N�5/�G/i/, YY.r!/A/VN� (/Fl, /VI/1 Alf.• //4"-/' O" wa#a,�h,dlaezrr A Sara$ u i l d e r s �•«>�6�� ��.•�y���6�� n,lr.. 11/27/0f GYJFBfY�L�• Edladcrdn7 Gi✓�iNBY L.Aoarak /cGca�OO�IGANr 5 Lf 7 b ' L9 v � I tj CIO -D lift T i o � � v z l M51hVl6MW-5!A61 ATA unea°n�wAv 4 M59WW a44A(7ATA 3 R,OMg rFaMAMA FLAN BaFf)%WAKPL4V FFMGIMINAeYPFAWING -NOf rOP CON 51 MC77ON n7l r8 A27 APPPO/WOY i7A Notes; fl—p m kf--,PBdhF Owls,A vdaw } u I l 5(37.ELf cA'Awa+li nus�Lz d .�l�aead „dr�&par COhs�rucioh l�esigh Services 1N�Jul�l�f. 5/ NCB A _7 Construction Set �AGmaBadaei*t hF�rc-iA Kera �Ol7�ACONSpA1N SAl1//�WIClI MA 02563 J c�/c�/� /�c l�� /�/�}��A s� v4 reyredreAwpd'LJeJ,nxhkohpat,nNnd Ure.�-ess �/lU S/fiLL� YY.!/!/VV/VI/70 /VI/1 xrftm paagssm d l arrorc A Ferd2 GAIT /!/27/04 in i l' er s flm l5G24J B33 6/B9 Far C5Q9J B3'rd185 /-406V 9 MO';F) MINaP1-AM fiYJFU'JU•Wif fidlox.dq C�9H9VBY.•I.AFinall � 5ff1 >GF > ii ,i j 1 w� �xisnr��a� I "�cltlt� LD (I O /iEYI� f'� �) LIANA/ �iW'1)' 3 AI �55�14fIG�Y I LIE/vt_1v1v j SClllip I �1nG1�/ AMW Gl�� yAGLTr�v KlrCdI� MIG N/ f Y/ PINING GIN r� � N� IJW�Af IMTN _ e a AIH Li fIII a,,ry f �x�snn��Assp�u� i I I 3 's { r P/(n 11VINMP\ YPM W111V6 - N61fll-o/F CL ICI-71�N IV, revmon PPOI.�C1 66171-5bW�IjQ71 r �GSI l'I ��l�l/%CG�'S l�`1/ldd f:�Sl lVc� cu l t GaNrerrce A,f'errad�aid a�e r he used, rued, --Derr //g„ - �, _0„ ✓ repra iced a-PdWs ed, h W)We a-/,7 pa7, WIdW 44--er re55 /, /, l-5�iffiF 51U f, V V, l/I/`"1/VNI5FOp\ f /Vl/"1 0711 05/0104 V' Duilders CAt��IG�tiM atvq G'AWNl3Y G,A,Perry r, I' O 4. m +� 1 M Mr O 17-0" airw0Pw �.lif9(15f KWY Y I ' d.- �X/5 •GGA551'G�CN . 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