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Home My WebLink About0236 HOLLY POINT ROAD - Health (3) 236 Holly Point Rd. Geltman/Centerville _7 0 f`1 1 Town of Barnstable Department of Health, Safety, and Environmental Services Mom.i619- Public Health Division 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health September 14, 1995 James Childs Wequaquet Lake Protective Association 106 Hayes Road Centerville, MA 02632 RE: 236 Holly Point Road and 334 Annabelle Point Road Dear Mr. Childs: Thank you for your letters dated July 19, 1995 and August 2, 1995 regarding the proposed septic system at 236 Holly Point Road, Centerville. Below, I am responding to each of the concerns#14 contained in your letters. 1. The Board of Health voted to require a five (5) feet separation distance between the bottom of the leaching facility and the groundwater as required by the State Environmental Code, Title 5. Attached is a copy of the Board of Health decision letter to Glorya Geltman dated August 7, 1995. The Board felt that run-off should not drain into the neighbors property if the system is installed according to the submitted plans. 2. According to Health Inspector Edward Barry, who is certified as a soil evaluator by the Massachusetts Department of Environmental Protection, the groundwater level was below the peat moss. The peat moss layer was not moist or wet. Therefore, the groundwater elevation was noted at the actual level observed. 3. The existing septic system at this property is located closer to the pond than the proposed replacement septic system. Therefore, I believe, the new septic system may alleviate a source of pollution to the pond. l i✓Y �1 1 c. �• r 4. The designing engineer, Martin Moran, P.E., utilized an assumed elevation due to the fact that the nearest benchmark is located several miles away. It is common practice for professional engineers to utilize assumed elevations. The designing engineer for this project also utilized the U.S. Geological Survey maximum groundwater adjustment calculations to ensure the proper separation distance between the bottom of the proposed leaching facility and the groundwater table. The system will be elevated an additional 4.7 feet above the observed groundwater table. Therefore, the system will be a total of 9.7 feet above the observed groundwater table. In regard to the Welch property located at 334 Annabelle Point Road, Centerville, we will consistently ensure that the five feet separation distance requirement above maximum groundwater table elevation is strictly adhered to. Thank you for your interest in these matters. Sincerely yours, Thomas A. McKean, CHO Director of Public Health cc: Warren Rutherford T. Walter Wannie Susan Rask Brian Grady Jaci Barton TOWN OF BARNSTABLE Of'iNE TO mwPy �♦o� OFFICE OF BOARD OF HEALTH 039 367 MAIN STREET �o May HYANNIS,MASS.02601 August 7, 1995 Glorya A.Geltman 236 Holly Point Road Centerville, MA 02632 Dear Mrs.Geltman: Your request for a variance to install an onsite sewage disposal system at 236 Holly Point Road only four feet above the maximum adjusted water table is not granted. The Town of Barnstable Board of Health Regulation Part Vll 1, Section 10.00, requires a minimum separation distance of five feet above the adjusted water table. Your concern regarding run-off into the neighbors property was reviewed by the Board members. A site visit and close review of the submitted engineered plans revealed that the run-off should not drain into the neighbor's property. Also, variances are granted only, when in the opinion of the Board of Health (1) The same degree of environmental protection will be achieved without strict application of a particular provision and ( ) applicant The demonstrated that enforcement thereof would cause manifest injustice. You did not provide information that the same degree of environmental protection will be achieved by providing only four feet of separation distance above the maximum adjusted water table. Also, you did not provide information that enforcement of the regulation would cause you manifest injustice. Sincerely yours, -L�. Susan G. Rask, R.S. Chairman Board of Health Town of samstable SGR/bcs turk i Wequaquet Lake Protective Association 106 Hayes Road Centerville, MA 02632 August 20, 1995 Mr. Thomas McKean, Director Board of Health (Town of Barnstable) 367 Main Street Hyannis, MA 02601 Subiect: Specific Septic System Issues. Reference(a): Our(WLPA) letter of July 19, 1995 (re-proposed system of Glorya A. Geltman, 236 Holly Point Road, Centerville,MA)to Thomas McKean (Copy Attached). Reference(b): Site and sewerage plan of August 2, 1995 for Hillard and Joyce Welch, 334 Annabelle Point Road, Centerville,MA. Dear Mr. McKean, At the Board of Health hearing of Tuesday, August 1, 1995,the Board addressed Item 1 of Reference (a)by denying a requested waiver to the town's vertical separation requirement of a minimum of 5 feet. This Association applauds that ruling. Reference (a), however, presented four(4)major Items regarding the proposed system and, even though lakefront property owners at that hearing verbally presented Items 2, 3 and 4,the Board opted not to address them at that time. Since we have had no response to Reference (a), this letter requests a formal response to Items 2,3 and 4. Therein: li Item 2 deals with establishing the 5 foot vertical separation requirement in way of peat moss. Item 3 deals with using a standard reference point from which the Town's 100 foot minimum horizontal setback requirement is measured. By prior communications with the Board of Health,the Board reaffirmed that the minimum reference point for the waters edge would continue to be 34' 0"; whereas the Geltman's system used a lower elevation reference point. r l Item 4 deals with the practice of using actual elevations in lieu of assumed elevations on all such lake front projects. The use of assumed elevations is confusing and does not enable the public to understand and appreciate important actions of the Board. At the Conservation Commission Hearing of August 8 1995 Reference b was addressed. By prior communications with the Board of Health, the Board established that by definition pursuant to the language of Title V Regulations,that the elevation of 34'10"would be used around the Wequaquet Lake area as a ground water standard for applying the minimum vertical separation requirement of 5'. Reference(b)however uses a lower elevation of approximately 34'4". The Board has on many occasions emphasized the critical importance of maintaining minimum vertical separation requirements and yet Reference (a)compromises this needed protection of our water supply. We note that the Welchs' leaching system is located in a swale, thus readily facilitating raising of the system to gain the 34'10" ground water elevation requirement. The Board's position on this specific issue is also requested. Sincerely, James Childs; WLPA cc: Warren Rutherford, Town Manager Jaci Barton, BLT -Executive Director and Town Councilor T. Walter Wannie, Town Councilor Ms. Susan Rask, Board of Health Mr. Thomas Geiler,Director,Health Safety&Environmental Services Department Mr. Brian Grady, Board of Health Dr. Ralph Murphy, Board of Health Wequaquet Lake Protective Association 106 Hayes Road Centerville, MA 02632 July 19, 1995 Mr. Thomas McKean, Director Board of Health (Town of Barnstable) 367 Main Street Hyannis, MA 02601 Subject: Proposed septic system of: Glorya A. Geltman 236 Holly Point Road Centerville, MA 02632 Dear Mr. McKean, This Association strongly protests the continuing practice of granting variances to accommodate personal and individual preferences of Wequaquet Lake waterfront property owners. With each variance, we lose another step in what should be a mutual effort to improve the quality of the lake's water. There appears to be four(4) major issues pending, regarding the subject proposal: 1. Most critical to the effectiveness of this septic systems is to maintain a minimum vertical distance of five feet(5')between the water table and the bottom of the leaching field. This critical requirement should never,be compromised; and in the subject project,variance considerations are being requested. The problem is NOT because the five foot(5') separation is unattainable, but because there is a slight - possibility of a run-off problem if the system is not graded correctly. -A simple solution - require the finish grading of the project to be done correctly and keep the five foot(5') separation. 2. The required five foot (5')vertical distance between the water table and the bottom of the leaching area must be comprised of acceptable drainage material. Peat moss is NOT one of such materials. Most professionals in the field of sewage systems installations conclude that whenever there is peat moss contiguous with the water table, the upper level of the peat moss determines the water table. In this case, the engineer is using the lowest level of the peat. This industry practice is important due to the high absorption capability of the peat moss and its poor filtration capability. This factor is also implicated in the subject case. In effect, there should be an additional two feet (2') of separation to make up for the two feet(2') of peat. a1 1 . 3. The 1.00 feet minimum distance requirement(set-back) from the waters edge of the lake to the septic system should be based on the minimum reference point of the waters edge, i.e. a lake level of 34'0" above mean sea level. Town agencies have used, this standard reference point for years, even though there are times when the lake level reaches 34'10" above mean sea level. For this proposed septic system, the waters edge reference point was measured in October 1994 when the height of the lake was 33'5". This false reference point provides the owner with several additional feet in his attempt to meet the 100 foot set-back. 4. For the subject project, compliance with regulations is being based on assumed elevations using certain selected benchmarks. This practice is not reliable when used in such environmentally sensitive areas. It is recommended that in the case of the subject project and in ALL lake front projects, the ACTUAL ELEVATIONS be used so that all parties can be assured that decisions are based on accurate data and that the best interests of Lake Protection have been served. Sincerely, C James Childs, WLPA cc: Warren Rutherford, Town Manager Jaci Barton, BLT-Executive Director and Town Councilor T. Walter Wannie, Town Councilor Ms. Susan Rask, Board of Health MT. Brian Grady, Board of Health Dr. Ralph Murphy, Board of Health c N7 Fee � No. THE COMMONWEALTH OF MASSACHUSETTS y 5 PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE,MASSACHUSETTS Application for ;nigpool * gtem Congtruction permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Addressor Lot No. Ow�ne�'s Name,Address and T�I.No. •-("J_6 7 W, _4 W Lor 7 ,9�� ,9✓V✓✓,g6EuciT Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel. o. ,S Of-J�2• ' Type of Building: Dwelling No.of Bedrooms. Garbage Grinder(4/) Other Type of Building F> A aF No.of Persons '.Z Showers( ) Cafeteria( ) Other Fixturesures Design Flow /f� 7e=/f'%� '✓ ;f rr„)war day f"nl tttr.ENI daily 0t Plan Date Num (4 cl'kr.to... • �. . kr.'=tsion U1tc,, -_. _M... Title �''(� Description of Soil�s P��-�4 1_/• Iq -�DMc TJM4 S Nature of Repairs or Alterations(Answer whe /t ��j f ,I 21 2—O0-7 ir A DA L Date last inspected: C�On �AU� lJ IX t s C 'v Agreement: wO � k: A `1 S The undersigned agrees to ensure the consn " r rr' in accordance with the provisions of Title 5 of tht -7a73, Cate of Compliance has been issued by this Boan �e GQ Ili dl a JJS Signed Sig " 3 H' g• t'"`" TM Application Approved by Application Disapproved for the Mowing reasons Permit No. S - Date Issued / —/, —/ Si THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on by for as has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. / dated Use of this system is conditioned on compliance with the provisions set forth below: 9-s No. r 7// Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Digpogal *proem Congtruction 3permit Permission is he by granted to GL ✓ O� N A E to construct(✓)repair( )an On-site Sewage System located at r✓ Lea=N ✓/�L _ /Yl./� 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. All construction must be completed within two years of the date below. Date: Approved by < at a�i1 "•s .++ s� att� c > Jf 7 r4„ d 17'<`br"?�9"��I,y � � <_' i. i� ; � ) `i _ � j �< S ,• _.. �. q'ciS ?.`.CF f 2 Gi c�� L� i(1 �' ti �,.rka k� �f'�y'�1'y¢'X Yll •d �'r lY,' '°t�d.'1'.+, t � a.:, t} a r �� n ,'� - . sywy . ,�FA� � N.. �.y C n s �;1 !x - t i�.,-t ti +.� r r +•, - Al ' E �i k� �N,�r �►� - ENGINEER• • WITNESS:.. . 2RED x SLOPE Mn pau8LE ANo DATE: e l I WASHED PwoNE RIFlCfS TO BE .3 J!!' To PERC. RATE, 0 0 0 --- • oo °O 001. 00 CLASS -- 0 00 00 G n 3 5 O D. ' w ED STONE 3/or TO 1_1 1 f OoU WASt1 SE SC 'A Vj• 3. E:. M OF LEACH INTERFACE TO AR IFlED �-- a SIDES AND t�D LEACHING ..S' FACILITY Z" 40 y '4A A!• + y I5 .: .;r.:,.. SE GI PTIC. DESIGNQ 9 p OOHS (1°- GPD) �- DESIGN FLOW• USE A '69 �PD DESIGN FLOW � I� GALLONS(M .r GPD _ _ SEPTIC TANK'. --��,, �:�o-rlr. TANK TOWN OF BARNSTABLE CF?HE TO OFFICE OF BAEIISTABL : BOARD OF HEALTH �p '639. \em 367 MAIN STREET �a MAY�` HYANNIS, MASS.02601 August 7, 1995 Glorya A. Geltman 236 Holly Point Road Centerville, MA 02632 Dear Mrs. Geltman: Your request for a variance to install an onsite sewage disposal system at 236 Holly Point Road only four feet above the maximum adjusted water table is not granted. The Town of Barnstable Board of Health Regulation Part VI11, Section.10.00, requires a minimum separation distance of five feet above the adjusted water table. Your concern regarding run-off into the neighbors property was reviewed by the Board members. A site visit and close review of the submitted engineered plans revealed that the run-off should not drain into the neighbor's property. Also, variances are granted only, when in the opinion of the Board of Health (1) The same degree of environmental protection will be achieved without strict application of a particular provision and (2)The applicant demonstrated that enforcement thereof would cause manifest injustice. You did not provide information that the same degree of environmental protection will be achieved by providing only four feet of separation distance above the maximum adjusted water table. Also, you did not provide information that enforcement of the regulation would cause you manifest injustice. Sincerely yours, t�- Susan G. Rask, R.S. Chairman Board of Health Town of Barnstable SGR/bcs turk Wequaquet Lake Protective Association 106 Hayes Road Centerville, MA 02632 ,;'° 'mod July 19, 1995 ``' ✓(�CCf� Mr. Thomas McKean, Director Ig9S Board of Health (Town of Barnstable) "+ N 367 Main Street Hyannis, MA 02601 Subject: Proposed septic system of Glorya A. Geltman 236 Holly Point Road Centerville, MA 02632 Dear Mr. McKean, This Association strongly protests the continuing practice of granting variances to accommodate personal and individual preferences of Wequaquet Lake waterfront property owners. With each variance, we lose another step in what should be a mutual effort to improve the quality of the lake's water. There appears to be four(4)major issues pending, regarding the subject proposal: 1. Most critical to the effectiveness of this septic systems is to maintain a minimum vertical distance of five feet(5')between the water table and the bottom of the leaching field. This critical requirement should never be compromised; and in the subject project,variance considerations are being requested. The problem is NOT because the five foot(5') separation is unattainable,but because there is a slight possibility of a run-off problem if the system is not graded correctly. A simple solution- require the finish grading of the project to be done correctly and keep the five foot(5') separation. 2. The required five foot(5')vertical distance between the water table and the bottom of the leaching area must be comprised of acceptable drainage material: Peat moss is NOT one of such materials. Most professionals in the field of sewage systems installations conclude that whenever there is peat moss contiguous with the water table, the upper level of the peat moss determines the water table. In this case, the engineer is using the lowest level of the peat. This industry practice is important due to the high absorption capability of the peat moss and its poor filtration capability. This factor is also implicated in the subject case.• In effect, there should be an additional two feet(2') of separation to make up for the two feet(2') of peat. �(J7(0 1) I o 1� 21 Lade i �� g ele�Gf� � 3. The 100 feet minimum distance requirement(set-back) from the waters edge of the lake to the septic system should be based on the minimum reference point of the waters edge, i.e. a lake level of 34'0" above mean sea level. Town agencies have used this standard reference point for years, even though there are times when the lake level reaches 34'10" above mean sea level. For this proposed septic system,the waters edge reference point was measured in October 1994 when the height of the lake was 33'5". This false reference point provides the owner with several additional feet in his attempt to meet the 100 foot set-back. 4. For the subject project, compliance with regulations is being based on assumed elevations using certain selected benchmarks. This practice is not reliable when used in such environmentally sensitive areas. It is recommended that in the case of the subject project and in ALL lake front projects, the ACTUAL ELEVATIONS be used so that all parties can be assured that decisions are based on accurate data and that the best interests of Lake Protection have been served. Sincerely, e�� James Childs WLPA cc: Warren Rutherford, Town Manager Jaci Barton, BLT-Executive Director and Town Councilor T. Walter Wannie, Town Councilor Ms. Susan Rask, Board of Health Mr. Brian Grady, Board of Health Dr. Ralph Murphy, Board of Health r July 7, 1995 //Gt.l�nas f- C�hz�lt k0 �1��//fY�z1C CP—u�er r�'l�v Dear I am writing to inform you of our request for a variance from the Board of Health Regulation in regards to our new septic system which will be installed at 236 Holly Point Road, Centerville. We are requesting a variance from Board of Health Regulation Part VHI, Section 10.0, 1.15 which require a five feet separation distance above the maximum adjusted groundwater table. The Board of Health allows a four feet separation distance if the application rate is reduced to 0.50 gallons/sq. feet/day. Our engineer is redesigning the system to meet this requirement. The Board of Health meeting will be held on Tuesday July 18, 1995 at 7:00 p.m., or as soon thereafter as practicable at the Second Floor Conference Room, New Town Hall, 367 Main Street, Hyannis, Mass. The letter is an official notification to abuttor notice. Since yours, �1 D Ron and Glorya Geltman � a o�� o TOWN OF BARNSTABLE UATF, .J OFFICE of FEE 1 .AIMiTin = BOARD OF HEALTH RFCEIVF,D BY M1o.165 . A _ °yt�May&% 367 MAIN STREET lIYAFJNIS,MASS.02601 �! �I y VARIANCE REQUEST FO ALL VARIANCF,S MUST RE SUBMITTED F_I_FTEEN (15) DAYS PRIOR TO THE SCHE,UU1.ED E)OAI(D OF HEALTH MEETING. NAME OF APPLICANT 6;CL77h),fiN koeYATEL. NO.� � � '- ADDRESS OF APPLICANT /ycr o/ 6/41i' �C'0 NAME OF OWNER OF PROPERTY kdouie SUBDIVISION NAME DATE APPROVED --- ASSESSORS MAP AND PARCEL NUMBER 0(/9 LOCATION OF REQUEST_ yq,6 Q (�f- SIZE OF LOT ,-V6 ,9Cti° SQ.FT WETLANDS WITHIN 200 FT.YES1/ VARIANCE FROM REGULATION(List Regulation) NO 40 EOM of L a9C_&1I/� REASON FOR VARIANCE(May attach if more space is needed) SJa �ef. PT,AN - FovR COPIES OF PLAN MUST E UBMIT ED 4LE RLl�OUTLINING VARIANCE REQUEST. � �� VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL BRIAN R. GRADY? R.S. , CRAIRMAN SUSAN G. RASK, R.S. JOSEPH C. SNOW, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE 1. J July 7, 1995 William & Marilyn Stine 246 Holly Point Road Centerville, MA 02632 n. Dear Mr. & Mrs. : I am writing to inform you of our request for a variance from the Board of Health Regulation in regards to our new septic system which will be installed at 236 Holly Point Road, Centerville. We are requesting a variance from Board of Health Regulation Part VIII, Section 10.0, 1.15 which require a five feet separation distance above the maximum adjusted groundwater table. The Board of Health allows a four feet separation distance if the application rate is reduced to 0.50 gallons/sq. feet/day. Our engineer is redesigning the system to meet this requirement. The Board of Health meeting will be held on Tuesday July 18, 1995 at 7:00 p.m., or as soon thereafter as practicable at the Second Floor Conference Room, New Town Hall, 367 Main Street, Hyannis, Mass. The letter is an official notification to abuttor notice. Sincerely yours, Ron and Glorya Geltman riuHILE O WERE AWAY FOR DATE TIME M. M OF 1p PHgNEC3`. 1:3�T}Ji�NEt3 ' , PHONE �� r `� YCtUF1Ck1Ll AREA CODE NUMBER EXTENSION MESSAGE 1NiLL CALL AGAiN :' GAM'i TO ,SSE YC1U• Tb•: 5E YQll<' SIGNED �niversal' 48002 NOTES ten.' •� •. t .. '*� i I"zs i-"'I -�ccesJ Ngn�o% r/o ELEV�2.5 N///tire /fi! of�ii►ls�� f LEV.��• �ctl J:�� yradi �v ty`ir iN ve e M.0ri,Ed R/ICa. /l rrAdt� 1� JN7ICI B' ------ v la' EL70,4 4 5-•4XB r/o,4,d� ksars C f_/.I0.2 ��----��- - -- .11 E EV, 21.4 I- z, `PeND� f °V 1500 Gal I a 091, Sepf to IanK 'Box Facl/i17lt — CAT ON MAP (9zo,Coa(l)Iy) A9292;ors Map 292 ��/ -t- Par°e 0117 �55I LM PRQE I_LL_ Area: ev iioo jr t rlal Io eo�l.. SYSTEM DESIGN TEST HOLE I Design Flow: 3 bedrooms 0 L/0 gal/day ' J30901 . EL. � 3 Septlo Tank: Za gol . x-ZQO%_-_6_60 dal. Use ISUO Tank /0/'Jer4'y"O.,) CfnnR�ir fiYl Leaohing Foolllfy: Boffom: q8'T/2 r0.75 a'/. JF) 4329a1 . Sldem: (4rlA/z')PF/'r yo/. s� .-?0 90l_. - - - -- fkar< TOTAL = 5zz Ga1 .11 .9SOi�sR47.. 61 — _� 140TE: Garbage disposal Is permlffed w I I h Ili Ia design 14d.A-Pf yo �E�RS A' Ca4/!t efMd IJ� ,, < F / gyp/' 73� A/O, 1PI.6277 4 t 2 DATE: Ocle6er 20,/991( PERFORMED BY: Martin E. Mar an.P.E. 2 A2 WITNESS: E. Barry B.O.H. o DESIGN RATE: < 2 min./in. o- o ' NOTES: a "t STIRC RR►TIC TA" / LKACR PIT ARK To RE►m112o Alm R►rgvRo. J <e• 1� )• I:R55ra111.In To RR rIR1►►11 ART)RACR►II.I.Rn NtTn MIRAR SARn. 22:0 21 4j rlj� 7. AI.L 11R51111'ARLR Sot1.K ARR TO KR K►M7Cn IIRIIKR AR11111rill" 1n' \ n.TRR hFk z,2.. .2a. i % GROVA/DWi9TER ADJUST fOGE 1 p y/>,N m/ wa,4r F li( 6 r D • /,jj"/PeI i9/IV-1A7 1 l e Nn Lv,es gwe C (/o�f� L�.tJ -4.7 IS.J '7:5 15 `S /leaUTIL y 21.� p; i� r ►tdln� !tlrrnR belarr �•�,(FnGF•'70 7�9.6 1; 1, 1 I'OL.E 2�If/r: Stdrrrr Qn11P� toast J KR 20 5 Y i0O E N 19b I r /31Mi/y A j 20...J� ce III Roea+ r ropes '•••..!�/�,POSr.�: FND OF2 7' . Lrcrrra•F per^ Ba{� Kte fn/ry �� 8.�I l Ai '2o•oo�e� APPROX. FLOOR LAYOUT (GRAN ENG I VEER I NG , I NC `��` 941 MAIN STREET. SO. HARW I CH. MA 02661 432-2878 SITE PLAN A SEWAGE DISPOSAL SYSTEM INCENTERVILLE ^;r FOR yt II1 GL OR YA A . GEL TMAN 236 HOLLY POINT RD.. CENTERV I LLE. MA �'a PROJECT: 94-332 SCALE: 1 " -40 ' DATEI` LEGEND BxISTING PM EDGE ....•••••••••••• DESIGMNO ENG94M f Uff SUPERVISE INSTALLATIDN AND CEH"IN WRMNa EXISTING CONTOUR T- --— THE SYSM WAS WaVAM - N 8TRlCT FX15T. $POT KLEV. /6.7 ACCOMANCETONAK BUFFER BETRACR LINE PROPOSED CONTOUR s •� e 1. Y r Y " I 7'1q �, •.; r�_:r , .'.iK .K �."w.- �, � ,.�� a :,, - _ 2�3� �-I�y ,��.� .�� ,� �- ��195 ��. r ,,yy �� .:'> • ��. '� � �y�; - n'�� !' �, •, I a ' s y 016 I;o i + 'polo" � i�I I i �' ..- ''�` �; ;� �, ,� '��+ - - � , .��.� �. �- _ . �" ,� � _ r�:. •� _. 4 � % w ,�. ,r,.,, �lx '� Z-�� T 1vl,l� �1 /l� i It'd. , r .r• � T .��_�: �.. a .. .� m ` �. i � . i � i I i -- -