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HomeMy WebLinkAbout0032 ACRE HILL ROAD - Health J n. i e Mill Road ' Barrs±ahle A= 298 — 112 TOWN OF BARNSTABLE ,LOCATION 3Z Acm N;) 1 Pot SEWAGE# 2019 — Z 13 r VILLAGE 8ckrf) C_ ASSESSOR'S MAP&PARCEL Z98--1-12 INSTALLER'S NAME&PHONE NO. §� -+S EXC0.y0.�11 O,/� SEPTIC TANK CAPACITY 10O0 90.) LEACHING FACILITY:(type) S00!gg J [.IC CZz (size) 13%33x Z NO.OF BEDROOMS y OWNER (�.11 i a,r� C�ot��LT j PERMIT DATE: `] -13- 18 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 Al- z2'� O D tv AZ' 1 4' r - 13z• C3•Gy Z � . D3'S9 3 c CL4' Sy,S A Dy -Sl ' No. (�/ l� ���C) Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS S TippliLatlon for Misposal *pstem Construction permit Application for a Permit to Construct( ) Repair(✓jUpgrade(,) Abandon( ) El Complete System El Individual Components Location Address or Lot No. 3Z ACPc. H;I 1 P-R—d Owner's Name,Address,and Tel.No.Zi 1) C 1004)c S Assessor's Map/Parcel 'pZ-�$'®//�- 32 Acrr— W Ral 5o%$89 S Z 144 Installer's Name,Address,and Tel.No. !3 {3 C;(Ccx_0oA tG h Designer's Name,Address,and Tel.No`�vc f ah t�L4 14Tcc.�crry L�7 Foreslo(a.)c yn,,7 0153 71499'1111,6 Type of Building: Dwelling No.of Bedrooms y Lot Size 53$5$ Sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4 y 0 gpd Design flow provided L IS U 4b gpd Plan Date '7-12 ' 13 Number of sheets Z Revision Date Title Size of Septic Tank /SOO 9ck- Type of S.A.S. S O 4 o-I (—1 C<3 Description of Soil Nature of Repairs orAlterations(Answer when applicable) A)E:L J —0 A G 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 Certificate of Compliance has been issued by this Board of Health. Signe Date T7 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. r Date Issued l3 -------------------------------------------------------------------- v 'y ,J, No. r9a/ .w G�1 �J ` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ltllILatiDYC for istloSaY pstetn Construction Permit Application for a Permit to Construct( ) Repair(v��Upgrade��) Abandon( ) El Complete System El Individual Components Location Address or Lot No. ', �;��,f�e,I'�, 1•)�!'1 �� Owner's Name,Address,and Tel.No. J')s-_r` Assessor's Map/Parcel q '--.�1 c�- _, 32 face )1 I 1 Rol ' M'9$$9$Z 11 Installer's Name,Address,and Tel.No. B a. B.C)(Co tai)io A Designer's Name,Address,and Tel.No.-D*.V-. Fl©,h -rA L4 ,�� 14Tca,bcr�-y �nr� F'orssialc0.�c '�`?• G1G5� �O'�®x $� ��r,rnoJ�l� Dry Type of Building: ,a Dwelling No.of Bedrooms Lot Size ,a sq.ft. Garbage.Grinder( ) Other Type of Building RC 5 c n o,, No.of Persons Showers( ) Cafeteria( ) Other Fixtures " Design Flow(min.required) 440 gpd Design flow provided gpd f Plan Date 77. 1'2 - ,$ Number of sheets " ,. Revision Date Title Size of Septic Tank I Too qeL Type of S.A.S. _ 0(T L-1 C. $ Description of Soil Nature of Repairs or Alterations(Answer when applicable) /VF-t„)n Box ' • a Chi n G 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 Certificate of Compliance has been issued by this Board of Health. Signed--^- Date v7• 13 Application Approved by Date ?IIAII Application Disapproved by Date o for the following reasons Permit No. r- �✓ Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(� Upgraded( ) Abandoned( )by (A 0a a t 0 at ,4 7- A c r r- has been constructed in accordance r with the provisions of Title 5 and the for Disposal System Construction Permit Nq>.- '��r� dated Installer X0-'CkVcan 1 U VN Designer _ )c�,i #bedrooms y Approved design flow and The issuance of this permit shall )not be construed as a guarantee that the system will functiton� gne& Date '7// � / 1 3 Inspectoor,_ "- - - - --- - _ ------------- - - - -- ------- - - - - - No. � � y /3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstern tonstrUction Permit Permission is hereby granted to Construct( ) Repair(+�� Upgrade( ) Abandon( ) System located at :3Z IQC I"C., P i 6 I R4_ r and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. , Provided:Construction must be comple ted within three years of the date of this permit. Date ��/ �J/ Approved by�� / f Town of.Barnstable ��oF1HE r � Regulatory Services Thomas F. Geiler, Director lAitNST'ABLE, ' .. _ Public Health Division Thomas McKean, Director FD MA'S 200 Main Street; Hyannis, MA 02601 Office: 508-8624644 Fax! 508-790-6304 Date: 7 I IS) 1 W Sewage Permit# Zo i B -2 t3 Assessor's Map/Parcel 298-112- Installer & Designer Certification Form Designer: r�lagher Env;ro++terrc�R1 Installer: �{� i3 EXerowaai OVN Address: -P O. Box Sl Address: ly -7ko hr.rr-4. t-0 `I'arrl 0�11^Cori r re"Ga l C_ On 1-13-13 Q*leg ExCcxyoAi o^ was.issued a.permit to.install a (date) (installer);. septic system at 17- Aerc W 11 1QCL based on a design drawn by (address)': a�er� dated 1-1Z'1Fs (designer �^ I certify that the septic system 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the.SAS or any:vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or - required) wa s inspected and the soils certified.as built by designer to follow. Stnpout (if r q. ) p were found satisfactory. DAVID D. staller's Si t re). LAHERTY,JR. No. 1211 p., (Designer' Signat ) - (Affix DesigignWITMp_Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office:forms\designercertification fonn.doc N TOWN OF BARNSTABLE :LQCATION 32 Acrc W)I Rol - SEWAGE# aoo7 - SPY `PILLAGE Born s 4 1 r— ASSESSOR'S MAP`&PARCEL INSTALLERS NAME&PHONE NO. .B g:B ExcAVAT=cfJ 1477 -OGS3 SEPTIC TANK CAPACITY _/Soo GAL LEACHING FACILITY:(type) ey F-,', 1Q1 -P AtIS (size)/a x 3.p x 1 NO. OF BEDROOMS A - OWNER 'Q )'c PERMIT DATE: S'-Q 9 -O 77 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 y•G B 2.35" B A - Sa"6 3 1 ► li joNo. IJ r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for ;Di!5poar *y5tem Con!6truction Permit Application for a Permit to Construct( )Repair Nf)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3 A Ac re Hill 20 Owner's Name,Address and Tel.No. _BCl rrn540 b t e- \Y1 I I i Q(-n GIoU+tom Assessor'sMap/Parcel 32 ALr4 14t11 ED t3(Qrrj5+a bI ¢_ Installer's Name,Address,and Tel.No. 5 Dd-y 7-7-p(oS 3 Designer's Name,Address and Tel.No. RD,( ee-T &I Lr-DY--j+G EXCA VA-T16 f4 14 TEABERr -1 LA),TD9JQ5TDALf_ Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 'Ll H D gallons per day. Calculated daily flow gallons. Plan Date 5 LH 10 7 Number of sheets ` _ Revision Date I Title Size of Septic Tank 1,5 Type of S.A.S. I. C 0 Description of Soil! is 0A (e S L 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 Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo d of Health. Signed Date S 81 07 Application Approved by Date d Application Disapproved for the following reasons Permit No. Date Issued4P d No. 0 �,a a y ='9 q Fee V ' \ �' Entered in computer: -+ THE CO'MIM0NWEALTH OF MSSACHUSETTS Yes PUBLIC HEALTH DIVISION,-/TOWN OF BARNS TABLES MASSACHUSETTS 0[ppfication for Digpogal 6p5tem Construction Permit i Application for a Permit to Construct( )Repair )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. ^j;� Ac re N 1 r(I 1?D Owner's Name,Address and Tel.No. F.� -PBnro,sio u 1 e W111101 n Clc i,�( Assessor's Map/Parcel`, 32- A("(e H�It EL, T'C,j j iSi CE U(`q_, Installer's Name,Addressyand Tel,No. 5 C't 7-L lG 5 Designer's Name,Address and Tel.No. —RGb2.I 611tF1)y + 13CXlhV/1`116r1 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers Cafeteria YP g ( ) ( ) Other Fixtures 1 Design Flow Ll I(� gallons per day. Calculated daily flow gallons. # Plan Date S I �-1 11()j:7 Number of sheets Revision Date Title F� r�;'�r> _I C, n I( J; r,(A e M-) !G t1 Size of Septic Tank 5 OO Type of S.A.S. �. Description of Soil 1 L S F/ L F D � Nature of Repairs:or Alterations(Answer when applicable) f r , `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 been issued by this Board of Health. Signed S'r 1 S�40D_J�I t Date S 7 Application Approved by to. _ r Date S .V d Application Disapproved for the following reasons Permit No. a fly"'? - �� � Date Issued ? d r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS S certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(� )Upgraded( ) P Y Abandoned( )by 1�0 hr,o, G 11, is tj\, - 4 k t.('i\i/-,1 i/.r,, , S 1,1 at 3;�_ /'\C(£ w I 1 -2 D I rrl t +1�1(�.��(f' has been constructed in a cordance with the provisions of Title 5 and the for Disposal System Construction Permit No. A -7 dated S Installer 1 R Fit f nvn i 1,,,t1 Designer r r-',r ,-� rat . \ The issuance of this permit sh 1 n�o-tybe construed as a guarantee that the syste, will-function as designed.Date / P / Inspector � ;I/ef ————— — ——— — ——— ——— - No. Doi) -7 —2�S Fee U U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 1=igpogal *pgtem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 31 Aup t I t Ll -RC 1 r ,-�1; 1 n -P 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 this pe t. (' Date:_• i Approved by �. �-•�� r� � P# Town of Barnstable' Department of Regulatory Services Public Health Division Date U 3 2 200 Main Street,Hyannis MA 02601 E Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage Disposal M Performed By: �e l `�"� Witnessed By: k/()�- // Q Mot rR(r-f LOCATION& GENERAL INFORMATION Location Address 2 ACY'2 Owner's Name ���l tom'cjv-l.;-p- Address Assessor's Map/Parcel: Z�$ jZ / � ; Engineer's Name Peter NEW CONSTRUCTION REPAIR x Telephone# Land Use 1 e:5 i C-'r k Slopes M 0 Surface Stones Colo Distances from: Open Water Body _ft Possible Wet Area _ft Drinking Water Well _24S0 A Drainage Way L� ft Property Line L 0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) -r N) Ca cr1 Parent material(geologic) �� !e`er�t Depth to Bedrock �. r--. ~ = Depth to Groundwater. Standing Water in Hole:.�L' Weeping from Pit Face -E=i - Estimated Seasonal High Groundwater iceo DETERMINATION FOR SEASONAL HIGH WATER TABLE � i Method Used: Depth Observed standing in obs.hole: in, Depth to soil mottles: in. Depth to weeping from side of obs.hole: in, groundwater Adjustment _ B• 0-- index Well# Reading Date: Index Well level p. Ad).factor. Adj.Groundwater level, pru _y PERCOLATION TEST Dgk 3 >Z O"TIM_ Observation r Hole# Time at V, . .•. �' � . Depth of Pere (�� Time at 6" C z Start Pre-soak Time @ — Time(9"•6") M/N End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed_ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:tSEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# / Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Con istency,%Gravel) l�-Z �f 'L � 1ty�23/ DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tenY. tl % rav 24 '1_3-j°l A S L 3 13 30`'-5 9 6 (- l b n s/g . G. s ' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste e a t vel DEEP OBSERVATION HOLE LOG Hole# Depth fr om om Soil Horizon Soil Texture Soil Color Soil Other Surface in. ( ) , (USDA) (Munsell) Mottling (Structure, o( cure,Stones',Boulders. Consistency,%0MY21 m Flood Insurance Rate Man: Above 500 year flood boundary No Yes-X— Within 500 year boundar y ry No Yes P 1 Within 100 year flood boundary No 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 PD141 I certify that on (date)I have passed the soil evaluator examination approvedY b the Department of Envi onmental Protection and that the above analysis was performed b e y p y m consistent with the required trai ing,expertise and experience described in 310 CMR 15.017. } Signature Date V �/u QAS.EPTICVERCFORM.DOC I Town of Barnstable . "� . Regulatory Services Thomas F. Geiler,Director 16 Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 9-7 Sewage Permit# Assessor's Map\Parcel -2q ;?-J/ Z' i Designer: �V-V- '019 ` toe �F— Installer: Address: i t�-e�;�'vi9 CA1c -t, Address: aj. Czu I -e G Z&qy G' (-'(4 On S•P9 a'7 was issued a permit to install a (date) (installer) septic system at 3 Z AC, c e A"I I i2c( , l2 Ct r-1 S L-101 based on a design drawn by (address) I�i r dated `�� �/ U7 (designer) I certifythat the septic stem referenced v as p y ed above w installed substantiallyaccordingto the design, which may include minor approved changes such as lateral reocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes(i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the.septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. • `a��'P��H OF Nlgss9� PETER T. MCENTEE (Installer's Signature-I CIVIL �`n�� • -0 9 No.35i09�� • ,y,0� FG I S T EP \.��° �L FSS�0MAL (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DMSION. CERTIFICATE OF COMPLUNCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc TOWN OF BAR STABLE . I l)CATION e ,,,� SEWAGE # '99--;�Ar s VILLAGE- ,d Q,. ASSESSOR'S MAP Cz LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY I S © �„oQ_ LEACHING FACILITY:(type) "fir Q(size) NO. OF BEDROOMS PRIVATE WELL OR PU�BLI�WATE BUILDER OR OWNER �nr�•Q !� , DATE PERMIT ISSUED: — 17 - DATE COUPLIANCE ISSUED: VARIANCE GRANTED: Yes No .� tier�„ 6, I© 1 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........................................0 F..........................---..._......--------------------.:........_.._......_.......... Appliratilan for Dispati al Works Tnnitrn.rtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at - .. ................... ... .............B7wa.,._5iq-iVg.............._ ... .. Location-Address or Lot o. s � �------------------------------------ ----- -----F �r ' ® Ow er AXdc�ss a ___1-=-(- _..T.1__ ...•-•bfll� l-!h0.............. --'-'-•• .... ! _.._.._ _O_,_�.�IInstaller A QType of Building Size Lot.��_5 __ __..Sq. feet U Dwelling`=No. of Bedrooms_______________________________ _Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixt e ..................... Design Flow___________________ __ ......ar__..gallons per person per day. Total d�il ,fiow___.._�E_ C�.........................gallons. WSeptic Tank—Liquid capacityQ.0gallons Length---IQ. ..... Width_q.- ..... Diameter________________ Depth.� �,6_..__. x Disposal Trench—No.____________________ Width.................... Total Length........... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter_._._10... Depth below inlet.....(17____________ Total leaching area_l pi 4?._.sq-°ft.G,P O Z Other Distribution box ( ) Dosing tank '-' Percolation Test Results Performed by._.___.._ 1�L � --------------•-----......_..-------•----/---------------------- Date-- -�-•-----� ..�-: aTest Pit No. 1._. _ 1 es per inch Depth of Test Pit.... __ ___.j___ Depth to ground water_____.. 40 Test Pit No. 2 e5iJ.. _._minutes per inch Depth of Test Pit...... __�:_..... Depth to ground water_......_ ....V..!1._ - �' f/ $/ ......................•- ------------•-. Description of Soil--'-• .�`'� !J._... ®r1E f'� �tI � 1-` 5 /n O,N!�v`-�l�i -- �i'J x W UNature of Repairs or Alterations—Answer when applicable......_......................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iIT11 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ) Signed.-_ cil`� ...................... ...s_1_��_f.6 . _____ Date Application Approved BY--- C -- ----' .........- •-p•--------------------- ........................................ Date Application Disapproved for the following reasons:-----'•-----•-------'•'-----•----•--•-------•-••--------..--'••-•-------•-•-•---•'-----•-------•'•••_______...-- _____________________________________________•--•___•-'-••-••-'--'--•'-'•'-••-'-•-'-'••--•-'•--___-•-_-•-.-__________-•-_____----••--------•-------•-----------'•--••-••__•-----•-------................ Permit No._- °'. �� --'•-••-••-------- Issued--------- ` .......... Date THE COMMONWEALTH OF MASSACHUSETTS ,- OF HEALT" a � r L THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF......................................................................................... Appliration for 11ispiml Works Tonstrnrtinn rrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at aiZ�Rw . ----. . .. Location-Address or Lot o. Ow er Ad s w j.__ .. .... ./J!�1.............•----------...................... .......... #' dl:....._ ..Q' '/noy Q.. �Ylo�• a Installer A d�ress � Type of Building Size Lot_. . ._ ....Sq. feet V Dwelling` No. of Bedrooms...........................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............... No. of persons__-.-_______-__-----___-__-- Showers — Cafeteria QI W Other x e -...�^7..._.g ---------- Design Flow.......... .... allons per person peg day. Total daily fw__._..�� .................... on W Septic Tank—Liquid capacity............gallons Len th. O. ._ Width-:�----- Diameter________________ Depth . , x Disposal Trench—N . -__._•-------------- Wid /----------_- Total Length...__._..y...__.... Total leaching area............... _..sq. ft. Seepage Pit No........ ....,. Diameter.. .......... Depth below inlet................ Total leaching area.1oq�_s t.��� Z Other Distribution box ( ) Dosing tank ( ) a Percolation Test Re Its ��,,,�Performed by................................................... ...................... Date_.�1 ... ______..... Test Pit No. I laites per inch Depth of Test Pit..... _._.l_.. Depth to ground water_-___._ _ --------- Test fs, Test Pit No. __nunutes per inch ,Depth of Test Pit....... . ...... Depth to ground water------- D Description of Soil------ .....M.v16.......... ............. Gl -Pij/h .. �5 x W ---------------------------------•••••••--•-•-•••••-•-••-•---------------------------•--•--•---•••-----••--•-•••---•-•------••---------•----•-••-•••-•................................................. U Nature of Repairs or Alterations—Answer when applicable- -----------------------------------•--•--------•---•----------......-•-•--•--•------•------------------------------------------------------------------------------------....----•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed.........................................................................--••--•-•--- ................................ Date Application Approved By.... /&w.e.-- Date Application Disapproved for the following reasons:........................................................................................... ................... ..-•-----•-------------------•------•----•--•--------------••--------- ---------------.......---------------•----•--•-----•--•••----...•-•••-----•----••-.....•-•-••-•-•-•-••--------•--••-••--•-------- " Date Permit No.- f"= Ant j-------------------------- Issued....... ........... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1�►1 ./t..................OF.... ........................ %rrtifiratr of Tantplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( J-1 or Repaired ( ) s by------------- .a� , .,f�, ', ... ., .G���_2..,, ..��r ----------------------- ------- ____.___.__ ..... . ..... i � Install � has been installed in accordance with the provisions of TI Z 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.._—__-.4V..0.4 ...... dated___. ''I l�'-� �f.......... T � THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. er ..DATE......................�..:....._.$.�.........---....----------...--•-_.. Inspector............... -----------.................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 4 ...........OF.... `.,,�../4.e....3. AA ........................... ���� Y NO. . .....A. FEE`.... ...... �i,���a��1 nrk� �nn�trnrtilan rrntit Permission is hereby granted................................................................ ---------•---------------------------------------.....-•--••----............. r to Construct ( ) or Repair ( ) an Individual Sev�a e Disposal SyS tem Street as shown on the application for Disposal Works Construction Permit 7..... , 1 f . ............ �--- ---- Board of Health �"`r ;J I DATE--------�---------=---=�r-'-- 11 FORM 1255 HOBBS & WARREN. INC., PUBLISHERS TOP OF BASEMENT FLOOR COVERS TO BE WATERTIGHT AND L. . . . SEPTIC SYSTEM PROFILE BROUGHT TO WITHIN 6 OF FINAL GRADE Flaherty Environmental Services • EL 10047' EL 1020' (not to scale) INSP. PORT TO W I 6" OF GRADE CLEAN SAND P.O. BOX 81 2"of " to z" DOUBLE WASHED yc'�I71IDUth Port, MA 02875 4"CAST IRON or EQUIVALENT EL.102.0' PEAS�ONE-OR GEOTEXTILE -- , MIN. PITCH 1/4" PER FOOT "' � FILTER FABRIC � 774.994.11.66 - - 4"SCHEDULE 40 PVC PIPE ' 4" SCHEDULE 40 PVC PIPE FLOW LINE y VENT REQUIRED tnrsra'ro ae level - - — 95' 1% '•• Poe L. XISTING 14" '•a°° LOCAL UPGRADE APPROVAL: • EL.EXISTING ®� 4 ® ' o°o°o o e MAXIMUM FEASIBLE COMPLIANCE- EL. 7,35' 0°o°O0°0°0°° ° o o .'® � Q 0°0°0°o°c 310 CMR 15.405 1 b EL.96.23' o°o°o° o°o°o°o o°0°o°0°c ( )( ) EL.96.4' p o° °00000000000 ® 0000o0o0c , INCREASE IN MAX.ALLOWABLE "•'� GAS BAFFLE ? EL.96.2' 0°0°0°0°0°0°0°0° M WER °o°o°o°oe 2.0 DEPTH- . O O O°O°°0 000°O° •Q• �' °O°O°000C�- , o o ° o° 0°0°0° ' .. 000oo°o°e FROM 3 TO 5 (H-20&VENTED) a .. . 00010°00c EL.94.2' .,:'g;•'•.+•;.+�:,.••.•'. (H-20 D-BOX) , 0.5'CRUSHED STONE OR SOIL ABSORPTION SYSTEM • 1000 GALLON SEPTIC TANS( MECHANICAL COMPACTION (DATUM: ASSUMED) (EXISTING) �� ��� (3) 500 GALLON H-20 CHAMBERS 5.0' 4 to 1� DOUBLE WASHED S ONE WITH 4'STONE AROUND IN A 12,83'W X 33.51 X 2'D CONFIGURATION EL. 89.2' BOTTOM OF TEST HOLE EL. 89.2' LOCATIONMAP USGS ADJUSTMENT: N/A TH TO ACRE HILL ROAD GROUNDWATER ELEV• N/A At _-- ---643.6T VENT �-------___-- TH-1 1H-2 20,5' I CRUSHED STONE — _ DRIVEWAY J PAVED -.--_-____--_. EXIST.LEACHING5-,• DRIVEWAY , _ o ^ az 36. c� I toe '_ 7p • r _ - GARAGE Ol 4 GARAGE A NTS EXIST. SWIMMING t 103 No -- O 1000 GST POOL 104 ZH OFIlZgs N EXISTING DECK (APPROX.) ® s9C (" 4 DR (OVER) u C? MAP 298 LOT 112 DWELLING 53,555 SF* _ • 21 4 SHED toe. BENCHMARK: 103 O CENTER OF BOTTOM STEP 104 I EL.soo.o'IassuMEol 24,58' DATE.•7112/2018 REVISED: 3 1 SITE AND SEWAGE PLAN B & B EXCAVATION, INC,/ WZLLZA14 CLOUTIER 32 ACRE HILL ROAD SCALE : 1 '° -- 40' BARNSTABLE, MA REF EW PLAN DATED 51412007 PAGE i OF2 ............. ... ....................... .................. .... ................................................................................................................................................................................................................................................ ................................................ ............................................................................................................................................................................................... .............. ............................................................................................................................ ............................................... GENERAL NOTES DESIGN CAL COLA TIONS. S YS TEM DETAIL Flaherty Environmental Services P. 0. Box 81 1. ALL PRECAST COMPONENTS To BE Yarmouth Port, MA 02675 MINIMUM H-10 RATED. ALL COMPONENTS NUMBER OFACTUAL BEDROOMS 4 VEHICULAR WITH ANYANTWIPATED V 774.994. 1166 TRAFFIC TO BE H-20 RATED. GARBAGE DISPOSAL UNIT NO 2. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF GARBAGE TOTAL ESTIMATED FLOW GRINDER. (110GAU8R1VAYX4BR) 440 GALAVAY 3, MUNICIPAL WATER IS AVAILABLE. REQUIRED 4. ALL CONSTRUCTION To CONFORM WITH SEPTIC TAW CAPACITY 860 GAL, 310 CMR 15.000 AND ALL OTHER SIZE OF SEPTIC TANK 1000 GAL. (EXISTING) APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS. SOIL CLASSIFICATION 5. INSTALLER/CONTRACTOR TO REVIEW& VERIFY ALL ELEVATIONS AND DETAILS DESIGN PERCOLATION RATE <2 MINANCH' AND REPORT ANY DISCREPANCIES To DESIGNER PRIOR TO CONSTRUCTION OR EFFLUENT LOADING RATE a 74 GAL./DAY/FTC ASSUME ALL RESPONSIBILITY, 12,83' LEACHING AREA 6. INSTALLER/CONTRACTOR IS (2)x( 33.5'x 12.83' 429 UTILITIESWORKAREA, VERIFYING ALL U77 RESPONSIBLE FOR MAINTAINING SAFE 33.5'+ 12.83 7(2 185 SF 614 SFxa74 =454 GPD AND NOTIFYING "DIG SAFE" (1-888-344-7233) 72 HOURS PRIOR To USE(3)500 GALLON H-20 CHAMBERS WITH 4'STONE 33,51 CONSTRUCTION. AS DIAGRAMMED INA 33.5'X 12-83'X2'C0NF1GUR4T10N Z ANY CHANGES To OR DEVIATIONS FROM (L)NEAR FEET) THIS PLAN MUST BE APPROVED IN WRITING BY FLAHERTY ENVIRONMENTAL RESERVE LEACHING CAPACITY NIA SERVICES AND LOCAL BOARD OF HEALTH. 8. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3'PER 310 CMR 15.000 UNLESS SHOWN PER PLAN (N 9. ALL ABANDONED SEPTIC SYSTEM TS) COMPONENTS TO BE PUMPED DRY AND FILLED WITH CLEAN SAND OR REMOVED SOIL EVAL UA TION "OF414 • AND REPLACED WITH CLEAN SAND, TESTHOLE#1 F#11708 10,ALL COMPONENTS To BE PROVIDED TESTHOLE#2 P#11708 DA Evaluator: Peter McEntee,PE Evaluator. Peter McEntee,PE WITH WA TER TIGHT ACCESS PORTS BOH witness:: Don Desmarais,RS BOH Witness: Don Desmarais,R$ WITHIN 6"OF FINISH GRADE. Date. Apdl 19,2007 Date.' April 19,2007 F E j 11.ALL SEPTIC TANKS, DISTRIBUTION 11 0. BOXES AND PIPING TO BE INSTALLED TH-I ELEV 102.2' 7H-2ELE�- 102.3' O/STF- WATERTIGHT. 0'-24- FILL 0"-26' FILL SgN1 ARC 12.NO KNOWN WETLANDS OR WELLS WITHIN 150 FEET OF PROPOSED 24'-30' A S1 JOYR 313 26"-30" A SL 10 YR 313 LEACHING. 13.THIS IS NOT A CERTIFIED PLOT PLAN 30"-56' B SL Jo YR 518 30"-57" B SL 10YR 518 AND UNDER NO CIRCUMSTANCES IS THIS PERC AT 68-'� PLAN TO BE USED FOR ZONING OR BUILDING PURPOSES. 14.LOT IS SHOWN AS ASSESSOR'S MAP 298 SITE AND SEWAGE PLAN PARCEL 112. 56'-160' C MS 2.6YM 8 & B EXCA VA TION, INC"/ 15.LOCUS PROPERTY IS LOCATED 57*-160' C MS 2.5Y513 WZLLIAM CLOUTZER WITHIN AN AQUIFER PROTECTION G.W ELEV NIA G.W.ELEV.NIA 32 ACRE HILL ROAD DISTRICT(ZONE 11). BOTTOM TH-I ELEV. 89.2', BARNSTABLE, MA BOTTOM TH-I ELEV. 89.3' PAGE20F2 ..................... ..................... ........... ....... ...... ........................................................... ............ ............................. ...................... . ...................... ..................... ........................................... ............................................. ........ ........................................................... .... .............................................................................................. ................ ............................................. ...................................................................... AkwO EXISTING LEACH PIT EXISTING SEPTIC TANK To BE PUMPED & FILLED WITH SAND. TOP OF TANK, EL.=98.68t (SEE ALSO, NOTE 11) o ROUTE gq a° INV.(OUTO=97,35t EXISTING LEACH PIT = TO BE REMOVED 8 i (SEE NOTE 11) Z N870 12'50°E 643.67' �.. _.. ..__... _ TP-2106 2' TP-1 VENT o -r �99 ` - 99 -- -IF I- S Imo ..... _ .. o BITCONC PRmPOSff__ S� N ��6DRIVEWAY ? I ��'r -- �X ­0JTONI* A D -WAY 0 r+, � r 1"j[?Ob, .fit l0 moo/ y Rio J c _ > r 330.00' �j�8 _ �. O4natr:fink Fence , 0 � �' a A� a 587°12'50°W `�, >S r' ,% ' 1 :t V '' a= Focus 98TT. RET. WALLI k r_n ROUTE 8 - MID CAPE HWY. 70P RET. WALL ,o r11 /I EL=102 0± € r. .. II N 6 r .Q. o z `N z l L , -,r, - cn .a I LOCUS MAP N.T.S. O IN�t�C��il�� � .,. $ y N N .. N CA �'� l ', �` f `l L9r r^ f,l1 LEGEND PROPOSED CONTOUR 0 ,c6� ,/ F1001 PROPOSED SPOT GRADE Fo EXISTING CONTOUR 707.18 x EXISTING SPOT GRADE w 1' f/ f , ' I APN 298- 112 � �-�- - �,- TREE t_rNE W -- EXISTING WATER SERVICE - 53,555t5F y^ ---`�..�.Y""`�"' `_, e TEST PIT BENCHMARK 324.58' 587°12'5OnW { , .. _ _ ..,....... � ..._ ¢� ® BENCHMARK: CENTER of BOTTOM 5TEF lJ ELEVATION = I00.00Y (ASSUMED DATUM) In . GENERAL NOTES: 4 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF BOARD OF HEALTH AND THE DESIGN ENGINEER. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD`OF 2. ALL WORK AND MATERIALS SHALL CONFORM To THE REQUIREMENTS HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 7. WATER SUPPLY PROVIDED BY TOWN. WATER SERVICE. LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. o PETER T. ✓' PROPOSED SEPTIC SYSTEM UPGRADE PLAN 1) A 2' variance to maximum cover requirement of 3', for 5' of 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS McENTEE maximum cover. Chambers shall be H-20 rated and vented. AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE o CIVIL N 32 ACRE HILL ROAD BARNSTABLE MA 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR DIRECTED BY THE APPROVING AUTHORITIES. ( No. 35109 ' ' TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE �E6�S�E`�F4 �Q Prepared for: William Cloutier, 32 Acre Hill Road, Barnstable, MA 02630 DESIGN ENGINEER. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 4, ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING CONSTRUCTION. I �FSS Engineering by: Surveying by: SCALE DRAWN JOB. NO. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS — Engineering Works HOOD SURVEY GROUP 1"=30' P.T.M. 128-07 ENGINEER BEFORE CONSTRUCTION CONTINUES. IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE 12 West Crossfield Road 18 Route 6A 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 5141 G7 Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. (508) 477-5313 (508) 888-1090 5/4/07 P.T.M. 1 of 2 A=80x NOTE; TO,PREVENT BREAKOUT, THE {PROPOSED INSTALL RISER WITH COVER AND SET FINISH GRADE SHALL NOT BE < EL:96.22 VENT ` TO WITHIN 6" OF FINISH GRADE FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. WALKOUT EL.99.4t F.G. EL: 102.5t F.G. EL: 102.4 (MAX.) 2a" BASEMENT ,. MAINTAIN 2% MIN SLOPE OVER LEACHING AREA INSPECTION PORT TO BE PLACED ON END UNIT a. L = 62' L 9'(MAX) 6" 4" SCH 40 PVC 4" SCH 40 PVC CONNECT VENT PIPE 1011114" ® S= 1% (MIN,) 6 t ® S= 1% (MIN.) 3" TO TO ALL LATERALS " 48" LIQUID INVERT 16'• LEVEL kNV.=97.35± PROPOSED "... :... INV.=17.73 ADD GAS (EXISTING) _ INVBOX .ELEV.=96.47 BAFFLE INV.=96.73 3 ROWS OF 4—CULTEC C-4 UNITS x 8'/UNIT=32' INV.=96.56 SPLASH PAD TO CONSIST OF EXISTING 1500 GALLON SEPTIC TANK (USE SPEED LEVELERS) UNDERLAYMENT OF FILTER FABRI SOIL ABSORPTION SYSTEM (PROFILE) EXTENDING 16" IN FROM START N.r.& OF ROW NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO INSTALLATION. F.G. EL.102.4 (MAX:)- 8" COMPACTED GRAVEL 2) D—BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A SIX 'INCH MECHANICALLY CULTEC NO. 410 FILTER FABRIC CLEAN NATIVE BACKFILL COMPACTED CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR ,15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE. SEPTIC SYSTEM PROFILE 60" MAX. STONE I FILLED 6" ABOVE 21" 1/2 WASHED 6-4EAL " DRAIN UNITS • ....•........... % >•:.:�:.. FIELD 2" e' 1 TOP OF STONE ELEV.=97.4 N.T.S. T TOP OF CHAMBER ELEV.=96.9 BREAKOUT INV.ELEV.=96.47 ELEV.=96.22 BOTTOM ELEV.=96.22— cv 48" (TYPICAL) MATERIAL EXISTING SUITABLE 5' MIN, ABOVE BOTTOMOF EFFECTIVE WIDTH=12' k ADJUSTED GROUNDWATER USE 3 ROWS OF 4—CULTEC C-4HD FIELD DRAIN UNITS WITH NO NO GROUNDWATER OBSERVED AT EL: 91.2 T SEPARATION BETWEEN EACH ROW & COVERED WITH STONE AS SHOWN. N 'Top View DB-6 (H-20) Section SOIL ABSORPTION SYSTEM (SECTION) D"BOX THIS TYPICAL SECTION IS,FOR FOR USE UNDER DRIVING SURFACES (H-20) P F CULTEC CONTACTOR FIELD DRAIN C-4HD SOIL LOG DESIGN CRITERIA NUMBER OF BEDROOMS: 4 BEDROOM MODEL FD C-4 R STARTER 4" DIA. INSPECTION PORT DATE: . APRIL 19, 2007 (REF.#11,708) SOIL TEXTURAL CLASS: CLASS I SMALL RIB LARGE RIB o SOIL EVALUATOR: PETER T. MCENTEE P.E. DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DON DESMARAIS DAILY FLOW: 440 G.P.D. I (HEALTH. AGENT) . DESIGN FLOW: 440 G.P.D. , GARBAGE GRINDER: NO MODEL FD C 4 E MIDDLE/EN D Pl Elev. .TP- 1 Depth Elev, TP-2 Depth EXISTING SEPTIC TANK: 1500 GALLON CAPACITY SMALL RIB LARGE RIB 48 102.2 0 102.3 0" LEACHING AREA REQUIRED: (440) = 594.6 S.F. Jl vv FILL FILL 74 100.2' A 24". 100.1 A=. _ L6" USE 3 ROWS OF 4 CULTEC C-48D UNITS WITH NO STONE 12» A SANDY LOAM SANDY LOM FOR AN S.A.S. HAVING THE DIMENSIONS: 12.0' x 32.0'. IOYR 3/3 1OYR 3/3 —� 99.7 30" 99.8 30" BOTTOM AREA: (GENERAL USE APPROVAL FOR 6.7 SF/LF OF C-4 UNIT) , B SANDY(LAO B SANDY AOM� 4 UNITS x 8.0'/UNIT = 32.0 FT 8.5 10YR_ 5/ 10YR 5 8 3 ROWS x 32.0' x 6.7 SF/LF = 643.2 SF 3„ 4" DIA. 8,0' 97•5 C 56" 97.5 C 57" DESIGN FLOW PROVIDED: 0.74(643.2 S.F.) = 476.0 G.P.D. "AZ< A___j I IPERC 8.5" 8.5" o 68" PROPOSED SEPTIC SYSTEM UPGRADE PLAN � t_ MALL RIB LARGE RI ' MED. SAND MED. SAND 32 ACRE HILL ROAD, BARNSTABLE, MA 2.5Y 5/3 2.5Y 5/3 • Prepared for: William Cloutier, 32 Acre Hill Road, Barnstable, MA 02630 CULTEC CONTACTOR FIELD DRAIN C-4 CHAMBER STORAGE = 1,692 CF/FT ALL CONTACTOR FIELD DRAIN C-4HD HEAVY DUTY UNITS ARE MARKED tMTH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. Engineering by: Surveying by: SCALE DRAWN JOB. NO. PH: (203) 775-4416 TM 89.2 160" 89,3 160" Engineering Workr HOOD SURVEY GROUP N.T.S. P.T.M. 12$-07 PH: (800) 4—CULTEC CULTEC ContactorO and Recharger® NO GROUNDWATER OBSERVED Fores12 West Crossfie0 Rood 18 Route 6A FX: (203) 775-1462 Mastic Septic and Stonnwater Ommbers PERC RATE <2 MIN/IN. 508)dale, 53 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. www.cultec.com CULTeC ("Cl"("C1" HORIZON) (508) 477-5313 (508) 888-1090 5/4/07 P.T.M. 2 of 2 __._l_____­ ______­_­____'_____'___ I - , ---------- -� ''-�--"-.-�-----,---------�,-�.-.--�, ,� I- - - 1---­11­11------�- __ ________ - - - .__­________________ ____ � - I------ -1 __ - _____'_ -____ , - -___-�-------- - - __ , - __ -- -_- - -- -------- ____ I I I 11 I - I - -_- , - 11 ____ -,---- j - --- -------- -_ - - , I ' / I � I I � ( � I I I I I I I I . � . I � I . I I ' - I I I I I . T ; , I � I : I � _�_, , : � I i ' ! � ; . i I � , I � ; I I � � . I i - I � i I I � I I I i I I z I -, , ��� . . I I I � : I � T . I I � � i I � I : �� I I T � . ; I i T i � I � ! i i I I TI 1. � I � - ­�­ � I . ,, ., . I .� � � I I � . 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