Loading...
HomeMy WebLinkAboutCorrespondence - 38 WELLINGTON WAY 3/24/2016 • North Andover Health Department Community and Economic Development Division March 24,2016 Messina Development Corp 277 Washington Street Groveland,MA 01834 Re: Subsurface Sewage Disposal System Plan for 38 Wellington Way—Lot 1 (Map 105C,Lot 84) To Whom It May Concern: The proposed wastewater system design plan for the above site dated January 8,2016 with a final revision date of March 21,2016 and received on March 23, 2016 has been approved. The design has been approved for use in the construction of a new on-site septic system for a 4- bedroom(max 9-room)home utilizing a gravity leach field system. This design plan approval is valid until March 24,2019. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. This approval is also subject to the following conditions: 1. Prior to the issuance of the Disposal Works Construction Permit,the applicant must submit a foundation as-built at the same scale as the approved plan 2. Prior to the issuance of the Disposal Works Construction Permit, the applicant must submit the floor plans of the proposed dwelling showing no greater than 4 bedrooms or a total of 9 rooms. Pag, North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Pax: 978.688.84' 38 Wellington Way—Lot 1 March 24, 2016 3. Prior to the issuance of the Disposal Works Installer's Permit, an additional test pit will be required to be conducted in the primary leach field area. The applicant shall contact the Health Department office to schedule a time for the test pit and submit the appropriate soil test witness fee. 4. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 5. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission,Zoning Board, Planning Board,Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. -S.neerely Michele Grant Health Inspector Encl. Installers list cc: Philip Christiansen, P.E. File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 00 00 00 m 0 Ln oho 00 z Q o Lf, dam., N 00 O O O O 0�0 O N dd O C7 00 4 M O © 00 00 O 00 N 00 00 O 00 00 00 c0 O O C7 U 00 x � w � a � z � � � � H A 000W oUO o aWHO � Nr T C7 00 00 d �D Ln "D 't M M 't C7 C> C> 00 m d' C7 N In N oo N - C7 m 't m C� N Ln w [- 01 0o N En E d In N y Ln Cl? t� d u r t� Fn 1.D 91 [� m m 00 � r` [� 0? m i O N In 00 ! ! 1 E i F F I F 1 1 1 1 I I I I f I 3 E 1 1 1 1 1 1 C O m In N M �t O, 00 � In � N r !n M O1 N 4 En a� [- vA 4 N to l� 00 O � C] Y-+ Q� m m C- 00 N C-- l� � M l� In .-i dr to 00 00 00 a nnnr--. n � � nr'•� r••� r1 r� l--� � � nnn nnnnn � � n 00 00 00 M 00 00 00 d' 00 m 00 00 l� 00 M 00 00 00 00 00 M M 00 00 00 00 M 00 Cif tD Cn C3� l� f In �o ON C7\ In 110 a� C� CA ON In to I'D a\ CTS a\ al m WCO 0 Q.1 N r Q. N m o bB 0o LL LL w °w ° N o Q 00 A a w Ln Z E- a W F� AAb A ti �v ti � tititi- Eti-z ti ` � Pai ai ai A � E 4 , v ti v 3 CHRISTIANSEN " SERGI, INC HAND LAND SURVEYORS PROFESSIONAL ENGINEEI A 01 B30 YfREET,HAVERHiLL,M 160 SUMMER' www,csi-engr'com fax 978-372-3960 teli 978-373-0310 March 21, 2016 recyVED Michelle Grant Health Inspector t4o��v 0100 North Andover Board o f health 1600 Osgood St, Suite 2035 North Andover,MA 01845 RE: (Lot 1) 38 Wellington.Way Dear Ms. Grant' your letter of March 17,with Comments on the Septic System Design, I in response to offer the following' ral"d indicated and the el�vation The foundation location not ot elearly ollytilt lots is not show"on the design pla I n (NA 3.2), 1'el't sj)('Cif recd aw/ Ille ill calculations are required 1�eeii Joheled ESl_jWT for TP-3C buoyancy COICIllatiolls drove 2 Based on the , T for the septic tank(3 10 CMR 15.221(g)) Bil()Y(l te colleldoliolls vvCt to 110te 1110t asil't 1le I)Itt there W beell (Idde"I to "le p/("l, It is itilpol"t'"111 (Imie ossli'llilig I'vatel, wa.s (It tile hotlof el,evatioll. (Illy illdiUltioll (�f,(j vt1,(ltej- tooble ot 1/1(11, proposed depth Of the Lg the shallow depth of TP-3B and the f conducted prior to 3 Considering an additional test pit is required to be co to be added to the leach field in the location of TP- 3B. A note needs construction indicate this requirement. The test Pit shall beJcrrr design plan to clearly i Department, /I "()t(' 11"" bc ell (idoled to I/W witnessed by the Health welioll o lest pit P"I.('to eollstl I f cover material above the septic indicates only 6" 0 ptic, taiik ji(Is heell 4 The profile view indic IIle cf,)j�elj,over tfleSe tank (3 10 CMR 1 5.228(1)) illc're(I-Sed to 9" s not shown on the design plan (31.0 CMR 15,240(13)).Aii ilispectio )l 5 An inspection Pott w a g are not clearly shown on the 1)01-1, 11fts hew" (Idde(I t') Idle p/all -'sting dwelling with tlle setback distances to the 6 The slab foundation and the full cellar for the ey compliance er to confirm com roge fI()o)r olre ott l/le plalls, an, This is important in Ord !?e ille go refP design PI Tiw elevatio "' 0)"ll 1)(ick of the 11(lose s a vvo/k ol,'L proposed leach field. w1witiol" 1WCseI'lt(!d 11(it I'lle the 110ttse is (it fi-oll, tile /bundatioll (it tileftol"t of It is C dc'�siglv AC top ofill floo (it ele�I ot '111d it is (I I'valkout Idler profile view to CI(I 1''Iscaietit, r is ioll 13 9�00 1 dwelling do not elevatiOrl Ille tank and proposed wfile, Dlere is a finish grading around the septic Well 7 The fin I,1l,,jj,lishgr0dCs (1() 'd dropfivill match the profile view. I die rear.,01 jarge clit ill this lot'. 'I'lie pro)POs"(1 ele"ell"011s 140(it the northvt)(.,sI jn°opert` lilt? to 138 through the sYsteni, design plan. Ae break oul 8 The breakout elevation for the leach field is not depicted on the des elciw tioa has bee" MOC(I to 111c J'wofile and cj-oss-Section. I hope this answers all of your concerns. if you have any additional questions, please do not hesitate to call me. Sincere, )hil', C bristiansen tAORTH BUILDING PERMIT OF�YLao TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION — h a Permit No#: Date Received cHUS�S�� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION M int PROPERTY OWNER C 67 Q n P.. A100 Y ear Structure yes MAPPARCEI_. ZONING DISTR1CT/e Historic District yes rC Machine Shop Village yes na TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential KNew Building >(One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition � ❑ Other e "gym � ��. � � Footl l i 1 � and to s ed .�str c; erg! eM DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print dearly OWNER: Name: ,ME t�ja �p yketu°f° z PhonpgZf- �� l . Contractor Name. - Phone. 7�`r' Address:: �[.l&iA N la •_ 3 Supervisor's Construct'on LicenseQF-4—/eZ-5�3f Exp. Date: Horne Improvement License : Exp 'Date;' ARCHITECTIENGINEER _,4'y- ` �a Phone:V79-33 z— � Address .� Qff33 Reg. Na,;t�7` 6S' FEE SCHEDULE:BULAING PERMIT:$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund a h; 6 a5J Plans Submitted Y Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans [TXl'E OF SEWERAGE DISPOSAL ; Public Sewer ❑ Tanning(Massage/Body Art ❑ Swfi-a ing Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. Ponnanent Diunpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING DEVELOPMENT wed e ie � �� .? R vi On _ _ Srgnatur�_ 1 , COMMENTS3 LAO �� p Cl (� G1 Zit CONSERVATION Reviewed on + " Signature .- COMMENTS WEALTH Reviewed on f 2Z Signature COMMENTS 42D Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connectionlsi nature& pate brivewa i'ermit DPW Tows.Engineer: Signature: � Temp Durnpster n si _ Located 384 Osgood Street I;IREDCPrAR M,EIT '� es :.� no � � located atR124 Nia�nStreet OMN M M +t� a North Andover Health Department Community and Economic Development Division March 17, 2016 i Philip Christiansen, P.E. Christiansen and Sergi, Inc. 1.60 Summer Street Haverhill, MA 01830 Re; (Lot 1) 38 Wellington Woods (Map 105C, Lot84) Dear Mr, Christiansen, The proposed wastewater system design plan for the above site dated January 8, 2016 and received on March 10, 2016 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 1.5.000, or North Andover regulation that is not met by this design follows each item where applicable. 1. The foundation drain location is not clearly indicated and the elevation is not shown on the design plan (NA 3.2). 2. Based on the ESHWT for TP-3C buoyancy calculations are required for the septic tank (3 10 CMR 15.221(8)). 3. Considering the shallow depth of TP-313 and the proposed depth of the leach field an additional test pit is required to be conducted prior to construction in the location of TP- 3B. A note needs to be added to the design plan to clearly indicate this requirement. The test pit shall be witnessed by the Health Department. 4. The profile view indicates only 6" of cover material above the septic tank(3 10 CMR. 15.228(1)). 5. An inspection port was not shown on the design plan(3 10 CMR 15.240(13)). 6. The slab foundation and the full cellar for the existing dwelling are not clearly shown on the design plan. This is important in order to confirm compliance with the setback distances to the proposed leach field. Page l of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: ' 78.688.8476 7. The finish grading around the septic tank and proposed dwelling do not match the profile view. 8. The breakout elevation for the leach field is not depicted on the design plan. Please feel free to contact the office or Mill River Consulting at 978-282-001.4 with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sinc rely, � Michele Grant Health Inspector cc: Messina Development Company I File I i Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01.845 Phone: 978.688.9540 Fax: 978.688.8476 3/1712016 Town of North Andover Mail-38 wellington woods NORT � yCVI Lisa Hadge <Ihadge @northandoverma.gov> Massachusolls ..._. 38 Wellington Woods Isaac Rowe <irowe @millriverconsulting.com> Thu, Mar 17, 2016 at 10:48 AM To: Lisa Hadge <Ihadge @northandoverma.gov>, Michele Grant <mgrant @northandoverma.gov> Cc: Pam Lally <plally @millriverconsulting.com>, Isaac Rowe <irowe @miliriverconsulting.com> i Lisa/Michele, Attached is the initial plan review disapproval letter for the above referenced property. They will need to conduct an additional test pit prior to construction for this lot to confirm the soil conditions due to excavator limitations. They conducted an additional test pit but the BOH did not witness. I spoke with Phil Christiansen about this and I feel comfortable with this requirement. Let me know if you have any questions. Thanks, Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.84 Fax: 978-282-1318 irowe c millriverconsulting.com www.millriverconsulting.com W 38 Wellington Woods - Disapproval letter 3-17-16.doc 3961�/Y htips:ll mail.google.com/mail/ca/u/0/?ui=2&ik=46857787dO&view=pt&search=i nbox&msg=l 53850c902aba4fb&si m1=153850c9O2aba4fb 1/1 TOWN OF NORTH A.N )OVEII Office of COMMUNITY DEVIa LOPMENT AND SERVICES HEALTH DEPA TMENr 1600 O GOOD STIlEET; SUITE 2035 NOR T11 ANDOVER, MASSAC111 JSE"ITS 01 845 978.688.9540 Phone 978.689,8476- FAX E-MAIL: 17ealtli4:icpt(c6tiortli iiiclovei-iiia.,gov �!E�I3�il_l_,, l�t��//�v�v��r.trotkkzar�c9c_svc,trxr�r,;�c�v SEPTIC PLAN SUBMITTAL FORM RECEIVED Date of Submission: MAR '10 2016 TOWN OF NORTH ANDOVER Site Location: A e I � Idyl HEALTH D EPAi EIS ry Engineer: ..:: .... 1. ';�Jwu � � ,.. < ,............. New Plans'? Yes "'' µ $W/Plan Check # (includes 14Y submission and one re- review only) Revised Plans?Yes $75/Plan Check# Site Evaluation.Forms Included? Yes " No Local Upgrade Form Included? Yes No Telephone #: (:"M , 3 r 3 .. , Fax#: ftl Homeowner J Name: le <A l"�.�'m � l.�C"�� 0 � �����""� � o OFFICE USE ONLY I When the submi sion is complete (including check): Date stamp plans and letter Y Complete and attach Receipt. A Copy File; Forward to Consultant Enter on Log Sheet and Database i No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH '"IW O of �)09X4' A4110POE4-� APPLICATION FOR DISP®SAY, SYSTEM CONSTRUCTIONaNUMIRYNDOVER HEALTH DE=PARTMENT Application for a Permit to Construct y Repair ( ) Upgrade ( ) Abandon ( ) - omplete System ❑Individual Components P d -3 S e,I I i�y -o� �ssf A /1 Loca�lion �7-ry��l �5 Otivnars;sine � Map/Parcel# q 6 C3 g l l Lot# Telep ne# r Installer's Name Name D s'gner's Na S , Pl R-e— Address Telephone# Telephone# Type of Building: WOO O R A&E- Lot Size...,14 Sq.feet Dwelling—No. of Bedrooms — Garbage Grinder { } Other—Type of Building No.of persons Showers )Cafeteria ( ) Other fixtures Design Flow(m in.required) gpd Calculated design flow gpd Design flow provided q q�d Plan: Date r�$f/ a Number of sheets / Revision Date Title 5c�rp`77 G S y.5' f G AJ L&r—! — � lJl3 ZL �1 t�! LUCJ r1 j�C Description of Soil(s) Soil Evaluator Form No. it�Q Name of Soil Evaluator 4%iC.66.0 ate of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Y ) Date Inspections FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 I Commonwealth of Massachusetts City/Town of North Andover RECEIVED Percolation Test 4 Form 12 MO 10 2016 TO OF NORTH AN DO VE R 1r_4IZWDERAQI ENT Oe'r' Percolation test results must be submitted with the Soil Suitability AssesVK&Hf for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When filling out forms A► Site Information on the computer, use only the tab Gordon Famil.ylrust —-------- key to move your Owner Name cursor-do not 602 Boxford Street LOT 1 use the return key. Street Address or Lot# North Andover MA 01845 raa City/Town State Zip Code Philip Christiansen 978,373,0310 Contact Person(if different from—owner) Telephone Number B. Test Results 1/13/2015 1:49 1/13/2015 2:30 Date Time Date Time Observation Hole# 3-A 3-B Depth of Perc 31 + 14 = 45 4 + 17 Start Pre-Soak 1:49 —------ .............. 2:30 —------ End Pre-Soak 2;04 ........... 2:45 Time at 12" 2:05 .......... 2:45 2:30 3:07 Time at 9" - Time at 6" 2:.52 .............. 3:31 Time (9"-13") 22 —--------------------- 24 Rate (Min./inch) 8 min/inch 8 min/inch___,,_._._ Test Passed: Test Passed: 9 Test Failed: ❑ Test Failed: ❑ Philip Christiansen Test Performed By: Isaac Rowe Witnessed By: Comments: ---------- t5form 1 2.doc-06/03 Perc Test•Page 1 of 1 o I i w � C W W o c7 g n G) u) co c) (j) D Vic, oo O 0 C C w N m Q Z s ° o L Cn N - o c z O 3 Q x — y CD m rn ' v m Z 2 0 M ° -n ' cn ns n m a p, C L 0 O CD m m CD o m o 5- o O c Z n -, , tp �? CD co � ' O o o CAD CD Q" r O n n r* Z p � O ic CD CL 0 CL 0 M 0 a D 0 h CD r a v Q a v. n Cam! m pi T 2: N(A n N ❑ ® ❑ m 0 U N M ❑ ❑ ® ❑ ❑ 5r cz: CD D O O p CD .0 `n o O M o U)CU V « 7 C -' D C >, � a CD _r CD (D '^ I CD � 3 an .. V f 9 C ((D (n o _ O o m O o Z g 0 D Z a n m 2 (D 0 N 2: fnCD � w n c ro 0 a C 0 C EP ❑ n v o y Z ,� V ' ° N 0 K O ❑ ❑ � � @ 0 CD W U) n CD a _ in CD O O o (n Cb N ,A Z m o ❑ ❑ v Z Z o0 0 0 -0 po e \ k q ~ u ; p R R p « -n q � ƒ ƒ 7 L 0 E Q § J § % CD m / § w 2 � 0 2 a a - R 2 R 0 Q 2 E $ E $ $ 2 Cr 0 p f E - $ m m . ■ 2 Q£ ) a g / / 2 / / / ¢ k 0. o & ` ` o �� g \ 2 Q 0 0 :E 0 / �_ CL 0) c « \ 0 2 : ƒ ® o@ � k k ƒ \ k 0 PL r r ° G = j c \ ❑ 0 C k * m @ CD PL \ m { \ 0 m ° 0 / \ƒ & ° R C) R El A 7 { 0 [ = O O w R m ƒ / ] 0 \ K O 0 5 O £ a m D ƒ $ 0 k 2 \ / ® k / 0 k 2 Cr $ / g � 2 * f , ,. o m \ U ƒ � / � ° cn co C $_ ± $ CL CA m / \ ❑ E a ¢ $ ± E ƒ \ ƒ \ a § f ) 0 0 a \ \ \ CD 0 o\ \ ƒ \ k = n 9 e J ■ ± % \ / § k J u a ❑ / E 2 Q Cl) m ¥ k \ cl / / Ch ~ \ > / 2 0 ( k $ � 9 E ° 0 \ } / k / CD @ \ / ƒƒ / / / 7 0 £ § � \ ® � t V 0 -n qo 0 k / 0 R � B k \ ® / � 2 2 2 ƒ 0 = 2 / cu r, (D • ( 0 f > 0 / ;o 2a CD pr� 0 ƒ k n . =r 0 7j � m D cn � / /2 2 0 .0 $ ® * « E 0 < ■ ƒ f 0 % n a y E / 2. Cr CD CL � k J u @ 0 N X n ƒ} g 0 k m \ § � O @ � 2 m 22, 0 ® / °° j aƒ CA 2 �® n k k /§ m cn f /" ƒ \ (§ § o ¥ � m � e = m O ƒ ; g 7 � k\E o ■ � � } � g o \ ( « o w W Ut P W N -' n In " 00 O ^ O m G -0 9 fl (1)j c ° y @ v Q c 3 o CD v 3 U) m m c .a O D CD ca CD ❑ z3 m s� z O o °� O CD o o � © a o cn s can 0 m n m Q m = O N 0 C7 cD n Z 0 C N co 0 c D m Q n cr Cr ❑ v O (U r O CL .� ❑ =h y D a N ® ro _ ° O o °' m Cn m - ° °y � � CD ❑ � 0W r � (D (D D © o N —h D = O o' a Cn 0t w 2 O w `� � CD i � (n _ �+ m C/) Z °' s O c M L31 m N m " m � n 2) ro �. CD `t7 O Q cD ui ca C~'U O O cn (D (D CD o CL ° can v a ° O � � O CO) ° m (nn 0 cz Cn Z3 cn m ❑ U r 3 m Z CO a C o -< m c 0 x c(n (n CD ro N M N {n W v Q: ❑ 00 ro m a ® =r CD CD V m p 77 O m ro O s o C-3 o m 0 9� w 1NiY i w w 7"1 o c M W o O 0 `< m a G w O o rD- o� r� 0 p (!� ...a► =1 M cr O p iD n D � o w 0 CD N — O cn o .ra z G 0. O cn 2 0 D -h o°' 0 V } E N N Z O (n x � O CD p1 3 �r w o ` � a- 3' rn (D c .=o ( r-tl N � � Nv :r w CL 00 (n o CO) � - �T CD m c m m 0 ° O cn CO U � a � � ro n {n Q p o d m a aro CC c1 o r m D � o rr m m Ro N EP ...�e N ry O M 7 ? o 0 m � Cl) � n CD _o aN N 0 N o w m m m 0 a Co e } . I? >ƒ \ § % @ R @ ¥ e -n o o ƒ 0 v 0 1 ] � m E CD \ o / § f a r J ) 2 ] � ƒ / ) � E § m @ m ■ m $co CD � / ƒ ` 0 O & m � / / / / \ �� 0 r O � G ƒ ± gam ' O e o : � / 0 \ k k q \ E U § / Q 2 M 3 \ 0 z n < ■ § D f : 0 2 § \e E m % C # R g s \ / ƒ � c _ § ° 7 CL .. El 2 $ / m / z / ( \ m ° th / [ \ ƒ� \ _ _ 0 f a EQ r o � (D 7 & C: R ID M c e / \ -h 2 » \ 2 0 / 5 m a _ ° E \ / \ & $ � § m m � ■ { E _ • 7 * 2 0 2 $ ® � � / ° & m 2 E / \ } 2 ƒ } O ® @ (n I 2 � a 2 q \ CO e_ 3 ƒ v 0 § ƒ q RJR ° ƒ k (D \ d J a _❑ 7 $ ' O 0 7 E G / o @ 5 e ± / k % ƒ ƒ 2O Z / 0 § i 3 r2 I ƒ ® q W k / / / ® 9 \ k 9 e m m 2 g m S « w o d% f ƒ & �I � % / E } \ } % 0 { ƒ\ 9 � £ - o a I o = 0 w n -n o 0 °w° V' •° '_ o O o o N °• m � j O cD o C7 > a /}� �/� z rr O i V V/ N o� o -4 • cn S 9 y j N Z O CA =• 0 C N o _ m n 6' a' N m p CC Cr C o o a CD 70 w CL n CO) o .. 3 N :r N T 3 �D 0 N a 0 Cn (17 r a s m U C 0 O IN cn Q A uqi p Q�p iii cr CA Z CD (D m ��. y Q° 0 o � y V in 9 2. Q _0 m O �+N � in 0o• En -' fll � cC b CD rr (h N O � -n co a , \ \ x M ¥ » p -n 0 0 E P O p k k ❑ ❑ ❑ ❑ � / m 2 q % m B o ƒ 0 & r+ / E E E 0 CL # 2 / \ / 0 / \ E « o / ° $ + § � § � Cr § cn o g / m \ _ a o f . \ / R \ 0 0 CD me O � _ _ D cn/ / \ c / / - o 0 m ° 0 \ 1 k $ � CD Q) � 7 m = q ƒ 0 & « ƒ E 2 g / ƒ o _ c cr 2 / 2 ® E / k CL R£ 2 § \ o o _ § \ 0 ] / C @ \ E \ % \ \ 0 7 a J 2 � @ e S g / ƒ ƒ 0 g m m § ƒ ° E m m Cr 2 $ r-9L A 7 ( g_ -h 0 / / / 2 / y / 20 ] m °14 2 m CD / & (A MIL \ C m c 7 / %7 $ > 2 § \ 2 k m ) 0 m \ / ¢ 0 0 c 2 E \ g � m C) C—) p . \ / \ / \ & 2 E C $ / ? e / > n o CD ƒ C 2 / � ƒ \ \ \ — ELL a c E 6 m ® * o E 2 0 ID \ / CL X t 2 \ -0 / / G / § \ \ / m \ L / / , 6 § � ■ m _ o I 03 ® (Y) f 2 32 / 2 E \ r E k 2 § @ g 3 0 & C: k ) u / co § - % t § § § p \ / / m ƒ ] 2 \ c _ # ° 7mE m ® « % E \ Cl) I / <D rho / 2 p \ k t 2 / E m o V) R R o E@ ®/ _ U- O § E / * ƒ a te U) k \ UJ 0 § -0 U- k 0 \ m to 00 2m � m 0 § & o ) k \ k M0 \ / ■ o # c ± ) / E k / ± � ) / \ -L,/ � Q _ o § m O A � k § E \ cf � o B = c ' cZ \ R @c \ m @ = t Q4 • m \ 2 : 2 ) { 07 § k � 0 § gg G- k2 ® 7 � � 7AS wt � % � f o \ e2b@ 2 .� � (a E m � m § E / \ k % / tkj d / o O U U LL L n \ � § , g $