Loading...
HomeMy WebLinkAbout0425 SANDY NECK ROAD - Health y:a� y- garns�a�le TOWN OF BARNSTABLE LOCATION �✓�G� �� SEWAGE # �1�--f VILLAGE w 9l/ /N`5fx-/&"ASSESSOR'S MAP & LOT A M I INSTALLER'S NAME & PHONE NO. _ SeA D 7-7-1 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size)&`x 3 X 4 I NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER ti✓ LL. BUILDER OR OWNER Z Q (mac},� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED; VARIANCE GRANTED: Yes, ,: ' rR ,. /aogg���P•e��� fit' y /Oc��lo AIL � L/ / TOWN OF BARNSTABLE SEWAGE # VILLAGES , 1�/,OJULMIIF'ASSESSOR'S MAP & LOT Z63 / INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) i(/ (size) �1 NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATE1t/5/iJ,ATZ-;- BUILDER OR OWNER v DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No l UPT o ® S, /ovs� ia, C7 P`pf 1KE Tp�� Town of Barnstable R" �MASS ' Department of Public Works MASS P `fE0,r,,.+� 367 Main Street, Hyannis, MA 02601 Office 508-790-6300 Thomas J.Mullen FAX 508-775-3344 Superintendent INSPECTION REPORT OF INSTALLATION OF SEWER LEACHING TRENCHES AT THE GATE HOUSE, SANDY NECK ROAD, WEST BARNSTABLE, MA JULY 1, 1991 When I arrived, Bortolotti Construction, Inc. had three men at the site and they had just removed the pipe that was previously installed. Keeping the distribution box in place, they proceeded to cut the pavement in order to place the leaching trenches under the road. They dug the trenches, placed the 3/4 inch stone and laid the pipes to grade. Mr. Barry, from the Barnstable Health . Department, arrived and inspected the slope of the pipes and we observed the distribution- box work by testing it with water. Pea stone was set over the pipe and the area was back filled. Gravel was brought in to stabilize the roadway. The system was built in accordance with the Site Plan of the Sandy Neck Gate House done by the BSC Group dated February 20, 1990. F ;¢3 -TOM David L. Fraser MARCEt.�.O No.244 Town of Barnstable Engineering Department �P`pf 111E r Town of Barnstable 6ARMAS&�tiP E • MASS. Department of Public Works 1639. E0/M'�1, 367 Main Street, Hyannis, MA 02601 Office 508-790-6300 W,4141 Thomas J.Mullen FAX 508-775-3344 �!�/7 Superintendent X/9 INSPECTION REPORT OF INSTALLATION OF SEWER LEACHING TRENCHES AT THE GATE HOUSE, SANDY NECK ROAD, WEST BARNSTABLE, MA JULY 1, 1991 When I arrived, Bortolotti Construction, Inc. had three men at the site . and they had just removed the pipe that was previously installed. Keeping the distribution box in place, they proceeded to cut the pavement in order to place the leaching trenches under the road. They dug the trenches, placed the 3/4 inch stone and laid the pipes to grade. Mr. Barry, from the Barnstable Health Department, arrived and inspected the slope of the pipes and we observed the distribution. box work by testing it with water. Pea stone was set over the pipe and the area was back filled. Gravel was brought in to stabilize the roadway. The system was built in accordance with the Site Plan of the Sandy Neck Gate House done by the BSC Group dated February 20, 1990. 119 J �L David L. Fraser Town of Barnstable Engineering Department TOWN OF BARNSTABLE OF TH E Taw OFFICE OF DAMSTAM i BOARD OF HEALTH i r�ea>�o 367 MAIN STREET i639 \eta �o INA HYANNIS.MASS.02601 May 10, 1990 Norman Hayes BSC Group, 293 Washington Street P. O. Box 185 Norwell, MA 02601 Dear Mr. Hayes: You are granted a variance from the Board's 100 foot" Regulation on behalf of your client, the Town of Barnstable, to Install e tlgarnstable, with ghe following conditions: Sandy Neck Gatehouse, Sandy Neck Road, (1) The septic system shall be installed after according t the submitted plans dated February 20, 1990, revised undated (2) The designing engineer shall supervise the Installation of stemewas iinstalled sewage indisposal strict system and certify in writing to the Board they accordance to the plan. (3) The septic tank and pump chamber shall be sealed with water proofing material(s) to ensure protection during flood co ed to meet the The variance is granted because le h5 troposed he State eEnvironmental Codptic system is ie,n and all other 1 local regulations contained within Tit , Health Regulations. Very truly ours, Grover C. M. Parrish, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE GF/bs 2,5 7ZSAMDy N:Ec IC --jo ASSESSORS MAP NO: 2 �O PARCEL NO: No.--- .... ..... F�s....,t�'Q'.... p THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratiun for lliupuual Marks Tonutrnrtiun ramit Application is hereby made for a Permit to Construct X or Repair ( ) an Individual Sewage Disposal System at: Location- d r ss or Lot No. --- ` Ad ress a .............:...........�._ ----....----• Installer Address /Al XG�t S 2 O a d Type of Building Size Lot.... Sq. feet U Dwelling—No. of Bedrooms.........................;..._._ ._...Expansion Attic ( ) Garbage Grinder ( ) p-, Other—Type of Building .zgA7.Z,iyV No. of persons.-..7.0................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ----------------------•-••-•-•-• •• . W Design Flow.......... `5 .................gallons per person per day. Total daily flow....... ......................gallons. W Septic Tank—Liquid capacity/A4 gallons Length.............•.. Width...... r-------- Diameter---------------- Depth-.-_____..._-- Disposal Trench—No. ..Ag!............. Width.... ............. Total Length___4!......... Total leaching area.2;?.?.....sq. ft. Seepage Pit No---------_------_ Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) `-' Percolation Test Results Performed b ..•....._-7- .M..!?:4 LLO BSCG,adU.. Date_...Q�.2�l.9 Test Pit No. l................minutes per inch Depth of Test Pit:' r..._14.- Depth to ground water..?-'�------------ . r%4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water--__-._-___-----..___-_- GG -----------------------------------------------------------•••••-•-•-•--•-•--•......... O Description of Soil......... ------------------------ --------------•------------- x U ---- ---- ------------------------------ ------------------------- ------------ •-------------------------- .----------------------------------------------------------------- ..-..---------•.---------------- W VNature 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 Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliange has been issued by the board health. i ------ ----------------------------- ...-------- _�_------------.. .. 9 ... Application Appro e ;VLe 1.... :. fx� � Rso . ►�zs � fr w� ► rz, p2-���►N� g-(,T -- ----- ------------- � �L►ys2 i :�� �y A,-Y �2Sa/i5 ate -'Permit No- ---------------------------- -------------------- Issued ...... ...................................... ------------------ Date 263 FIZ31 ..Ila...ke—, THE COMMONWEALTH OF MASSACHUSETTS t BOARD OF HEALTH TOWN OF.BARNSTABLE Applirtt#ion for Disposal Works Tonstrnrtinn jIumit Application is hereby made for a Permit to Construct (X or Repair ( ) an Individual Sewage Disposal System at: .........z _%���. ...1!Jf.�' . I !N.-..��%f�4-A! S' ,�94 . ............... -- _ .. . - Location-Address or, Lot No. ......................c� ?- f.....43 1 �.,�� � 1�. - ?�..6.... M�.. �s �..../,.c/1 w cam. ,� �%,v�-/l1� i ---------------"`---- Installerl u.....__.... - ------------- 3 - - s-;-,.. Address //✓ CX��5 s O G d Type of Building Size Lot----- feet V Dwelling—No. of Bedrooms................................._ _Expansion Attic ( ,) Garbage Grinder ( ) �'E��Ff1l1�S�= No. of persons-...- ............... Showers - Cafeteria Other—Type of Building p _. ( � ) ( ) Ga Other fixtures ................................. _ w Design Flow__________.-5__ _________________gallons per person per day. Total daily flow___._.. _...............................gallons. WSeptic Tank—Liquid capacity./A-20gallons Length---------------- Width............... Diameter---------------- Depth................ x Disposal Trench—No. .-ig%............ Width....3_._-.__._... Total Length___.4!-._..._. Total leaching area..- Z.g....sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) `- '--' TS1441z< LLv BSG G,IWUP a Percolation Test Results Performed by------------------------------ -----------<---.---- ------------- Date------------•.._.__..___...__T.._.__.. Test Pit No. 1.. __z._..minutes per inch Depth of Test Pit. '%-_-.-4-_ Depth to ground water___-`�-.-_..._.__. P� Test Pit No. 2................minutes per inch Depth of Test Pit..................•. Depth to ground water........................ 9 •--•------------------------------••--•-••-•-----------------•-•-•-----------------!---------------- ------------ ---------------•-•-------------------.----- ODescription of Soil---------- .....-_5- x ' w --------------------=--------------------------------------------------------------------------------------------------------------------------------=--------------------------------------------=--- V 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 Environmental 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. _. re-T, �, ---------------- Si ned , J _- l' -rx -- - - 9�--- Application A roved B - PP PP y --------------------------------------------------------------------------------- ----------------------------------w�-� - ........................................ Application Disapproved fo,r-the following reasonr �"Nu�i"5 c;___.- "� 'TT{EoLW 17' rL-.. Wj-4Ti!O(o ---.... -Al .±� ..l� c�ttv+s. r 12:!s t r l l_4 M -ram 01- ,i/ `�ni �__�� re-. �AJ C 1 N&_ A 6 T Avuy kF/L�-J/lS�j ( 4�2- c>lU�v ���J,N Date t-'Permit No- -------------------------- --------------1--- -------- ----... Issued .....----------------------------------------.... .----- -- Date f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C-ertiftra#e of Cr,ompliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired (by.....................C..24tZ` --------------------------------------. . ...---------------------------.... ----------------- ----------------------------------------------_ Installer at ............. S.,r4 :J .Y-.-n/...................... L ..... ----t Q ............... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ......... /.-.----;�.............. dated .---......--..............................--.... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------...........................----------------------------------------------------- Inspector ---- 1; -------------------------...-------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Disposal Works Tnnstrndilan frrutit Permission is hereby granted.-- _L/ F. /JA/_.-I�247------------------------------------------------------------- ------- to Construct (�) or Repair ( ) an Individual Sewage Disposal System at No......................... v tia, K /L- 1a c v ,4, 4/�l ------•...................................................................:- .................. --------•--•--........... Street pp as shown on the application for Disposal Works Construction Permit No..... .... Dated.......................................... - ----------•-------------------•••..._.....---•- DATE. Board of Health ,l •=--.. ----------------------- FORM 36508 HOBBS&WARREN.INC.,PUBLISHERS No. .', Date h pia Fee TOWN OF BARNSTABLE INE E OF OFFICE m �2 � MADE. .. . ..�-�.,,,q�.: --��'BOARD OF HEALTH �v' 1639• �e� / W) 367 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health\Meeting. NAME OF APPLICANT e a TEL. NO. 7S=I ADDRESS OF APPLICANT NAME OF OWNER OFaTY SUBDIVISION NAME DATE APPROVED LOT SIZE ASSESSORS MAP AND PARCEL NUMBER I LOCATION OF REQUEST / 1 � VARIANCE FROM REGULATIO (List Regulation) I 7 e REASON FOR VARIANCE (May attach letter if more space is needed) PLAN-' TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL ROCTO"I 0 G�RNSTABLE Grover•C. M. Parrish,Chairman -- -- Ann Jane Eshbaugh . . rAPR 6 i990 James H. Crocker, Sr. - BOARD OF HEALTH TOWN OF BARNSTABLE t i4 1 =� t goo.oo �' __ -- -�------ -- - E '+' � '��_^` ` ;' `. �G��.o C� �' i' 1.;�.�\i�-:`(" V. }-_-• t-" \ ` 24 / O r (17 .... NS- A Ard- \ q J/m}�, Proposed 0Q7 1c 2-Es _'` _ - - -,.T`.�,_ `." G�2 i-_ z96Ct_ .44 It I -TNE " ` GR=AT �iI L L= T I1-4 Kam_ . tA INDICATES SEPTIC TANK DETAIL I DOD` LA�LON Dg - 5 REVISIONS SOIL TEST PIT DATA INDICATES DISTRIBUTION BOX DETAIL. LEACHING TRENCH DETAIL. PIE PC OBSERVED TEST GROUN DWATER NOT TO SCALE NOT TO SCALE NOT TO SCALE . : f 4-30-9G REV ISED -ra s tfia T I 4 INLET AND OUTLET TEES TO BE CAST IRON �� W # NOTES. SEPTIC TANK SHALL BE STEEL LE I - NO. OF OUTLETS, _ S TP I HAND AUGER I HAND AUGER I TP REINFORCED CONCRETE. 3O�Z - - FINISHED G DE, CC)RP�ECT GRaUNDWRTE(� ELEV• SCHED. 40 PVC OR CAST-IN CONCRETE. TEES GAD. EL. GRD. EL. 13 Z4 GRD• EL. 13.7-4 GIRD. EL. 2 SEPTIC TANK TO WITHSTAND H 20LOADING TO 8E CENTEREQ UNDER MANHOLE COVER NOTES ` � / -� f�ASt D ON TOWN bar BA RNSTA C J-1 --� 1. DIST BOX TO WITHSTAND H-W LOADING �: AN LOAM D.P:u1. ENINEEKW(3 UPDATED GW: EL. 5. 7_ GW. EL. E.9 GW. EL.- 5.$ GW. EL. 5. RECOMMENDED MAN UFACTURER-ROTONDO OR I -.- :. ��-:r-.. r -__, T-..�,_ _ . T - vEntT�.. . r F 0 0 0 - 0 APPROVED EQUAL I I SCH 4 PERFORATE 5URVE1. Al -rgGT r -W- FvC S -0005 - PRECAST F_ -1 J I _ - --- - - _-- - - --- - -J � -- - � ? Q,�o.o I 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE covER E.L. LeeAltprU CAT N0. LTW3 I I I DIST 1 gB a• �o �4� rYc �4, EFFECT IV_ 2- 9-7-90 RfV]51,T $l.D w T101J . BROUGHT TO FINISH GRADE WA-rEKTIGrtT / _ h- // G, CONSTRUCTION TO BE WATERTIGHT. �' ) BOX 2. PkJVIDE INLET TEE OR BAFFLE WHERE SLOPE OF LEVEL b, BOTTOM DEPTH E 5 z 1 p , a T H �•5 I CLEAN 2' 2' 2 I INLET PIPE EXCEEDS 0.08 FT/FT. OR IN ,I MEDIUM ` ` ,` ` � .I i t PUMPED SYSTEM. 31 3' CLEAN. _3 CLEAN 3 1 �� I.CP' coNc: 3 �- 4 L---,--•�---J 1 GENERAL 'NOTES SAND - COVER 3. FIRST TWO FEET OF PIPE OUT OF DIST - !r------- _.. - ,ell 1.3 l:4 ___......_..____ 8 (, _ --_ BOX TO BE LAID LEVEL. I THIS PLAN IS FOR DESIGN AND 4 4 SAND 4 SAND 4 , i� I '----- PLAN VIEW PROFILE 10 E.L.:Leg Kbm CaVER 4. RECOMMENDED MANUFACTURER-ROTONDO MEASURE SLOPE AT THIS POINT -- CONSTRUCTION OF THE SEWAGE 5 5` -- i NORMAL WATER LEVEL DISPOSAL FACILITY ONLY. 5 5 iI _ -. CAT:nio. LVC 1325 �, OR APPROVED EQUAL. \ - - - - - - - - - - - - - - - - - 14 L 'I -- 2 21� DIST =15oxSLOPE 2. ALL CONSTRUCTION METHODS AND 3 PLAIN POLTE D i GASKETED 6' g 6 6' NOTE: I. L.' DEEP C,0NL. I . 1 20 I _ - - -2% MIN. FINISH GRADE r- LOAM 8 SEED MATERIALS SHALL CONFORM TO MASS INLET TEE I �}'-IO" PROVIDE r D E O E TITLE 5 AND LOCAL BOARD MLAST REbUIRED 1 I -} - WATERTIGHT ► ! - 12„ OF HEALTH REGULATIONS. T 7' 7' 7' - - I ,_ a .I _ ---- ,� JOINTS(ty0) .I 1 I 1 x_. -- - - - - - �... TO KEEP TANK 4 . -o YIN. OUTLET S to _ - 3 ALL PIPES LOCATED UNDER PAVEMENT �' IL �! �� 4-l>n - r-i SEE I I , t- 7 I MIN - FROM - 4 IO LI°UID DEPTH TEE INLET NOTE 2 ' „ �� ! --- y`j' ' . 2" MIN OF 1/6" TO OR TRAVELED SHALL BE SCHEDULE g' g, 8 - g - R M FLOATING I I � Ij- '}L�1 4 OUTLET i SCH 4 p 5 1/2 WASHED STONE 40 OR EQUAL , I 1I0Z SE)R-11 u • � 9 9 9 cJ I g I �G� � �2 �: 1 _ t 4 THERE ARE NO KNOWN WELLS - - - - - - - - - - - - - - - L------;�1 J ', L---------� , , LOCATED WITHIN 100 FT. OF THE t0 10� 10' �- - e o . ► T T 3 .,. ^ 3/4" TO 1-1/2" DOUBLE PROPOSED LEACHING FACILITY NOR IO ab , BOTTOM ON LEVEL STABLE BASE 0;��, ,I Q.� 90T OM ON y (typ) CLEAR f' o L_ 411 2 oa LEVEL STABLE SLOPE = x typ) WASHED STONE(no tines) ANY WELLS (PROPOSED WITHIN 100 FT. 1I$ I I ` I I 1 I� .. .i�i�r n CROSS-SECTION ,•1i = ,: ,✓G_i BA 0_ ANY KNOWN LEACHING FACILITY. ,g• PLAN VIEW CROSS-SECTION VIEW - 6' MIN 3/4 TO CROSS-SECTION 5 THIS SYSTEM IS NOT 6"MIN ]/A. TO . y , ' 1 1/2' STONE 1 1/2' STONE 12, 12 12 12 DESIGNED, FOR THE USE OF A GARBAGE GRINDER DATE: DATE: DATE: DATE: 6. SEE SHEET Z OF 2. FOR LANDICAP 8- Z4- 89 2- ZZ- 9D �+- z� _ 9p NOTE '. TOPOGRAPHIC SUIZVE`I WAS PROVIDED B`1 THE .� INVERT ELEVATIONS. AND PLANT Ltsrs. TEST BY: TEST BY: TEST BY: TEST BY: BARNSTABLE D P W T. MARCELLID THE QSC GROUP NORWELL, INL. ` 4" INVERT AT BUILDING SEE PUMP WITNESSED BY: WITNESSED BY: WITNESSED BY WITNESSED BY: - � DETAILS 4" INVERT AT SEPTIC TANK(in) iG.l,D --T. b0mN IMIS ------ E, GARB`( -ISAF\NS. E.O.H ,, ��' 4,� cc,� SHEET Z. aI=Z - r- N. ° � 4 INVERT AT SEPTIC TANK(Out) PERC. RATE: PERC. RATE: PERC. RATE: PERK. RATE: VID G4 INVERT AT DIST. BOX(in) z MIN./INCH MIN./INCH MIN./INCH _MIN.IINCH CIVIiN "�2r�� 4 INVERT AT DIST. BOX(out) I - �� - DATUM: 3 ISOLAT-EL WETLANC)S W (THIN - INVERTS AT LEACHING FACILITY: CONSTRUCTION NOTES: THE DUNE COMPLEX. - �_ 1. EXISTING` UTULITIES WHERE SHOWN a ZON E C 1 VERTICAL DATUM: ELEV.' = 13.Z4 �, 4" INVERT AT BEGINNING - N SHE DRAWINGS ARE APPROXIMATE • THE CONTRACTOR SHALL BE RESPON �� MONUMENT OF LEACHING TRENCH q� FOUND (TYP.) `IBLE FOR PROPERLY LOCATING AND BENCHMARK: USED NAIL AT TRAVERSE POINT #-7 ,�o�/� ; - 4" INVERT AT END COORDINATING THE PROPOSED CUN- r�0 ZDNE Al (EL= 11' ) PROPOSED Z" SUB- ZG OF LEACHING TRENCH I ( .Sa STRUCTION ACTIVITY WITH DIG- SAFE AN:, THE APPLICABLE. UTILITY p - FEMsA COMMUNIT`I PANEL WATEN SERVICE FGRLE MAI COMPANY AND MAINTAINING TNF _ I -��''N//DE COUNTY � ELEVATION AT BOTTOM - i �# EXISTING UTILITY SYSTEM -THRViCE ROAD LAYOUT � : ZSUDDI C011 C FROM PIJI�iP HOUSE TO PROPOSED - - E ; GROUNDING WIRE �1Ay OF LEACHING TRENCH __I_I ._4 DIG `?AFE ;HALL BE NOTIFIED PER �J GATE HOUSE. � REv ISED . S 19 85 NOT GATEHOUSE \ EXIST ESELDw POLES . OBSERVED GROUNDWATER THE STATE OF MA82 , SECTION i STATUE CHAPTER 82 , SECTION 409 IE ELEVATION 5.9 AT TEL 1-800-322-4844 THE ` ZQh 3 \ V` ENGINEER DOZES NOT GUARANTEE Q, \ �poE A US UST ED GROUNDWATER THEIR ACCURACY OR THAT ALL Y ELEVATION USINV WELL '�sDw-Z5Z 1 2� Iry T1L1T`I PdLE LTyP.� UTILITIES AND SUBSURFACE STRUCTURES E.L. Lc QAICON CAT. WO. LTW 3o0 - SEE PUMP DETAIL _ -� ARE SHOWN LuCATIONS AND MANHOLE a COVEF AS RELUIREC -y �� W _ PUMP HOUSE ELEVATIONS OF UNDERGROUND UTILITIES v1 (BRING TO FIIW;H GRADE) ( SHEET Z Of Z) �< "9� o TAKEN FROM RECORD PLANS THE CONTRACTOR SHALL VERIF'f.SIZE, E.L. Lc ISAKbN CAT 1Jb. LVC 13Z5 BRING TO FINISH ✓,BADE (n \ -_-- eXtSTINb I.L CONL. BALAST (PLAIN cOVEx BOLTED CIaSKETED) y \ \ ' LOCATION AND INVERTS OF -UTILITIES EL= EL= FIRST PIPE LENGTH - \ / - 24ONEE A-3 �r�r�rloLfsE � AND STRUCTURES AS REQUIRED PRIOR TO BE SET-LEVEL � f � T F FI 13. - POSED ZONE- ��/ / -. 0 THE START 0 CONSTRUCTION Ty- NISH FOR MIN 2 EL. - �_ PRE NE C ADE \�Z - oN -DESIGN CRITERIA. C t' .�- !�°EA�=�t►Nb 'AREA �_.._. .u..- .r ,.�:�.,_.. _ " _ 20 ��- e NO 2 IN 4 PVC PERF -.:__ -. /�/ t. '+ ( - „ - (- „ 12 MIN VENT ZO N E A3 F �✓�I_ - �� 4 PVC SC 40 4 PVC SCN 40 2-I/�-3/8 DvUBLE WASHED STONE �3 ,! ►SaLATED WETLA N�� DESIGN FLOW: '\_ $Q 1=(•.3S _ 3/4'I1�2"bC)UBLE WASHED STONE _ PLAN�t VIEW _ AUDITORIUM. 20 PEOPLE x 5 LECTI�RES 3 GAL. PEKSDN------_._-.. .. .. _- =3�D61 -._j 1= 1 1.88 EM PLO`(EES --_I D PEOPLE x 15 GAL( P = 5 GPD •I ' S asi box I= IZ ll _---- - � SC;`LE . � = l00 - �P _J z 80T EL :1 I• - - -- - ---------- -------- ---- 450 o I _._ . 1000 GALLON AiD1USTED HILH WATER EL. = �.I 0 _ _T �p NOTE: WITHIN THE LII''`IITS SN�WN �` - --- _ PRECAST C JNCRE E _.. The BSC Gaup SEPTIC TANk N -C_ROUNDWATEIZ I�BSERVED REMOVE EXISTING >31T. (_oN[.• '�' REQUIRED SEPTIC TANK: - EL. = S.9 \ PR D F I LE REVRADE AND REPAVE �.'J tTH NUT To SCALE IZ" OF GRAVEL AND �It mF T`IFE _ -- 45p__ x -i. 5 - _- _ �75 GAL. P 1° STATE fSIT_ C.ONC. :SPEC. - SEPTIC TANK PROVIDED: = IODD GAL. to SIZE OF LEACHING FACILITY REQUIRED: . • / The BSC Group-Norwell Inc , \ •• .;` LIMIT DF REPAVING DESIGN PERC. RATE: L-2 MIN-/INCH SIDEWALLS = 2.5 GAL / S.F. 293 Washington Street \ ' •• . •� E- I - -- A:3 --- .- - _ -- - - -- - PO Box 185 \ • • of ' `. • . • ,___ _ l3oTTOM - 1 O GAL. / S. F. \ \ • EX�ST� / _..._...:�. Norwell MA --. J ASSUME._:. L"_DE_EP_ x_3' WIDE_ TRENC.I-i ff GAL /L F 02061 \ P _ 450 GAL•.- ._.5.5 --__81. 8-L F- H.a. z - 617 659 7981 N 12 •E - -- : I ! ' / PROJECT TITLE I� � \ :, :. #3 _.. . •-.....;.::.___�_ `�--._..,--� ,� / 1 l y'ID SIZE OF LEACHING FACILITY PROVIDED: �o B/TVMiNOcJs CoNc •N ,, r--_ _ .- f ! I ! I . . a C4NS17ZIkTI oN / ,/ / G' V� TRENCH.ES -v UPI � � ,. •: �- �____---- _-_.__ � / /� --- - , t C _ �V / / �., >' .,..•.-..�,�. / �/ _._ _.___ `� % i 1 .' ' // 2.i1 m s D R Z I lo`_ DEEP x 3' WIDE x .41----L O_NC-'-------- SITE PLAN \ �R CE MALN WAT�'RE sFRVILE. FUR _._:., -- -- --=- --- +� TOTAL---LEACHING_ Z8 S.- F. ro ,raT _ GATEHOUSE EHOUSE ! -- _ - ------ - - \ SAND`( MEEK RDAb TOP OF CURB 10.50 �a✓ r r ✓EuAtO �� . 3-. _ __ • • v_ Fum , hI. 6ARNSTAQLE MA D S y5 to 9 � L?'YPI CALF B�EHI r LOCUS PLAN. SEWER FORCE - , RCE >� VENT 4I 3 ,+ \ - `� G 'w f 41 VENT HAND AUGER ,� LEAL I4L \ \ 34- -� ra \ �y /0<�JL /� �DUIII N \ �--� \ c� ° GTA II Gw fQ Z / �T PREPARED FOR , \ \ Z �- _ O B CLIKRENT m GATEH011SE �� \ �� l1�Ti�i3A.M ,� tDLAT-I o N T O v,1 N DF C3A R N STA 6 LE 72 •y� \ \ PUMA °RAW � .\ � l � S - v�5 E.r✓� �/'' ,. ,.•----'..-- . f DATE FEE)RUAK4 20 1990 BL.9� EXt <'� COMP DESIGN G. RUSSELL ! : 3 �. ��.. P©INT LOCO' 9� CHECk R. CHAPMAN -S -----�0�_---- -- - - 2� 6DR-21 z T DRAWN D. LEARNED • ' - r I I � � .� T VL 1N/'[��+K `��VI�'� ,HIS DOCUMENT Nip SEEK Pf4tIARED!Y W.NMICM - � 0 l , FIELD • 1� ,I ' y^ L • � - PLAN VIEW _ HOLDS A COPYRIGHT THEREIN COPYING OF ANY�1B ._-. -__.__ OLD ACL ESS t �..../ \N VIEW E W 7/�NI `' _- STANTIAL PORTION OE A COPYRIGHTED W011x WR'H(`!T - • .. 1 . rA•Ry ro "1._•_V Il 1 PERMISSION OF THE CMVAIGHi OWNER K Vk1.AV.rUL. C,REA'I �', FILE NO It Al . SCALE: I" z0 ��'1! SCALE : I = ZO It RED MARSHES DWG NO 3$3°I -01 SHEET A - - - EXIST. _ L+ •l0 9 t II � GATE 1 1 • ivz 4DR-21 QUc 4,m� JOB NO 4-4L93.OD; OF 6ftW g f-UKCE MAW. , V�f f 7 J y" P �j A, V A� V�,- j: a r 'DICATED ON':,T1iEDRAW!NGS R R� ES S OTHER MAIFRIALI : IS I-N 12_�. t� ,IN GENEI �A.ND U N11, �X �ST�E=TPrD`, R- CL�SSIFIED�, AS� ,UNStUIT '4' 0 IA,41 MATERIAL BY' THE ENGINE V E 'G'T E C ON S TRU CT LON SIbERED TERIAL R_-EIOVE� IN THE COURISZ OF HAKIN :'EL-CTR1 ,-AL mA R'EtTORE SURFACE �'TO NLD STRUCTO FOR BACK--ILL-ING TR:Z""CHES �AND SUITABLE EXCAVATtfts� Ant, RES E`X I ST� NL CQNbITI(_)N' BACKFI11", WITHIN I FOOT OF AN.7 STRIUC-31IRt SHA, LL�E A FRr E-)RAIN 'G, TO THE ?U`M.P ' SY `T1_::­M SHALT 'NIDERGROUND ROM A 'POWER. SOURCE I., W' 2% 3 E b F1 GRANULAR APPR 7HE tNG:NZER OVED 'By AS DIRECTEED BY OWNER ALL POWER CABLES, FOR PUMP 5 �'A.ND C ROLS SHAL, LT 0 NLT 1-c BE e, 13. CARE SH AD 1";,f i ?J ALt.'B E EXERCISED IN PLACING. FILL , JACYNT TO-',MANHOLES, PIERS,�` T P-1,T ED An SIZED IN- ACCORDANCE WITH HANUFACTURE�R'.S RECOMMENDATIONS BUT. SIZED NOT L_-SS :�THAIN NO. 4 COPPER. . WALLS, $, ,FOOTINGS, AND OIZI� -L URES 10 PREVENT LATE' L G R.AD E B EAM Iz R� sTRUC-, �A' TOR SF KENT. FILL ON �OPPOSITE,�SIII)t 'SUC' ITEMS�I'SHALL�tE 'KEPT AT APPRO`,�_ 7HE ELECTRICAL CCNTRIAC _kLT WIRE ALL POWER L-NES AND -LOAD LEADS b MOVL S OF, a, _rO\ -10 "PRI -EVENT ANN UNTALUNCE 'EARTH �RESSUR-F A' E P ND -EVAT. N ED THE CONITROLLFER1 , AND AT. THE PLYPS VND SHALL FURNIsfi, INSTALI rD CONN A-% ECT i W�T f ill 'Poll, 'i, S- T BE USED AS 'NECESSARY FOUNDATION WALLS AND 9 L­ T\T(; cc) N SHO R cL-%L k� A I AL C ON TR 0 L W I R 1NG- BE7;EEEN -HE CONTROL SENSORS AND tllE� CONTROLLER-',, U`N B A LAN C E D EARTH' 0 EQUIPMEXT TGkDTN� S. AND G 1`11 Ct i wit 71 7CrR:CAL �CONTR.�',.'CTOR SILAIL:, 'B DETER�m'LNING T1 ROPER 3. : HE 7___ . - HE P_ �.JOT S, R, E L E PT THE BACKFILLING N R� HAT T AN 14t�. FRO BACK—, A- I A- .11 1 1 11;(1 H D. WIR Z EN MATERTA SHALL NOT BE -ACED IN 0" C ovLR ACCORDIN L4 LL l'.K P H(f I'A'A I f,l I N Y_ATER�AL SF_ L PUS (M IN: '4. BE REHOVED OR SHATLI BE �OTFERWISE TRZA'"!) A 4.1 1� L 'S 'REQUIRED BEFORE NE'N' 8ACK iltr TNT P G% U"NDED IN, 'ACCORDANCE TH.El ' ­,E SYS-ZI, SHA- 35 LEC`XCALY b f SZAC':USET7S ELECTRICAL CODE., SUCH FILL IS LAC'�- RE REoT:,:. mEN'rs E N�SHIN -A "�G G 0`ND ND TEST C* T'R G A:�,D LL� T, ROD$ A� LING OF' 'EARTH��`O -ILI,7,y C-A NI P % R� T, GRO'n.D HAS BEE.N:ACHT*EVEI) A, ROU 15. UNDERG, WD UTILITIES 'W _E PLOTTED FORM RECORD PLANS I, T T UA UST BE AND PUBLIC AGENCIES AND AR17 APPROXIMATE, ONLY. A LiOCATIONS M + PAi I t BEFORE P!_�L%­,l I N G F U T U R E C 0 NN E C­I ON TH P UBLIC 5. 'THE CICNT."'�'.CTO,R Slj,� I S�- .L FIELD. ND -TROL EQUIP- A 4. CON I A UTILI 1"' COMPAN�Y ENG 1NEERTN 2.�RTmE'-,7 SHOULD BE CONSUL-EDi -, SAFE­ Ztr-NT FURNISHED' TIO� H1,M O�N- 'THr-, 11 OB. HE SHALL CQonl T E IRE, POWER. _NG D E' N1 J F I I N EX NG INSTALLER.,, N 0' SUPPLY," ALARm A. BE NCII7T7D NID �Co� Qt WTI HALL PRIOR T 0 L,;`, CAVAT-ON. i-ko-322_��8_,�4. ' R7_ SYSTE\! WITH IRE PL t, I I ­ 1 ­1 . � I. % _F ,- DoNt� t,�T�TEOUT S HO P DRA��TNGS,.REVIE'� AND C0M­mEN- JL t t__CtR�'CAL WORK S'l-AL1, tit 4 WILL -FLOW (WATER' CONSERVATION) f, 16- PROPOSED GATEHOUSE TOILETS BE OF THE LOW A Ga, I�j S T DESIGN. 0 2 FT i��! T IJ h E f M A T fi.R i A L , TD ?"', ''I . I - . 1. 1 �I I 6 :77,, C ON Rot LN A_'Er S SHALL BE X 0 IN'T E ni 'IN THE, BU AS D!RE C I N E ARTO Cr "ER., B7, k, j PEC I FT CATT ON S i)C v TYPICAL BEND In 'THE S b ND A!,A Rm StST -AND. ASSOC2AT-D co�i 'R t AN E�!S,'SRALL BE S UTA r F11 WFR C� C'(INf V r �GZ, B�, z P t�, ,,LA'N F UFA<: T:'�T_S SF_4Z`L E A S S IN G IF" CH' D!A�"1 E T E R SOL-IDS. , 2 ivi I N f � . " I �, I �, . I . 11 1 `�t - I ORCE AA IT ' r B 0� 4 Cl A Rt F, CON I k( I H D E TAIL I: 3� T i E _,rTR 1 CAL �S U _RSIBLE PUMP5 SHALL.�BE AN ENPO SPRINT I �EJ(ClOR''PUMP OPEN, 2 VANE CAPABLE -0 5 GGP'�' AT. " 23 : FEET C A 1 DT.�',v P FL L E-R: F P 1m_P1_'TG 2a �'jARG - A N T -'BE W1 7H AJ/2 HP ' THE ' SHAL'11 SUPPLIED Ca�f0'," IC HEAD ' VOLT, :1 'PHASE,, 60 HERTZ, EW ER bK WATE R. ri5o R-pm - NELK ROAD 1 15 MOTnR; 0 _T� OF SUITABLE 5 !�AN D"i AND � 5' FEET OF �GAL­�,7ANIZED I 71-;G CHAIN-fNCLUDING t*.1;N.E jACKET17D'�,C,�3LE, F 7; ToN. DISCHARGE cbzF_C W. BARN-STAME)'' 17 INV �A F V�F 4 ANCHOR - i'PF.CABLE OR -APPROVED' MINI FLOAT. SENSORS MODEL SM50NO EACH WITH 50 PEE WF_L L.-f L�-ZS AL, �STV.Ll�-B SUPPL T ED "ANN t ,�IN STALLED AS !�,ETAILZD �ON� T-Hit.�PLAN, THE- PUMP L' CENTER, 5. TER -sHALL BE AN ANCHOR SU`NPAK'CONTRO 4201AFG, ,�'230 VOLTS, MODEL SINGLE PHASE, '60HZ,. PROVIDE INDIVIDUAL PUMP, BR TE 'PURPOSE�CONTRACTORS, ANDAUTOMAT'I'CALTERNATOR FOR' TWO, SINGLE PHASE PUMPS. PROVIDE IOR- OF PUMPS UNDER NORMAL W CO - AN OF HJGHER LEVEL-,,, BOTH RUMPS REMAIN OPERATING HAND-OFF, 0'�E N I Ixa C, R SWITCH5. AUTOMATIC TRANSFER TO 14ON- OPERAfIN6 PUMP!,THROUGH LEVEL SENSOR CIRCUIT ( IN ` , AD IN W q 17�2' PLANtE VE� OPERATING RUMP); TERMINAL' BOARDS 'FOR CONNECTIOROFAINES, PUMPS AND ;LEVEL, SENSORS; Aft TO BEINSTALLED ?N A BLANK-FROVT LOCKABLE NEMA-12 ENCLOSURE, 73W N 0 F SAkN!,VAI-�,L�' 'ALARM BELL AND ALARM LIGHT. �F>U M P ­C H A 1`1�BE R ELEVS. BAR m sFA&LE MA 6. TH SHOP AND CON'STRTIC1,1 E':PUMP MANUFAC TURER SHALT 10 1-4 p v INNIS 11P, CION�-RO.L, ALARx ANr ALL PUZ WIRING DETAILS T, -THE DES�IGN ENGINEER 7�i FOR REVIEV 'AND COmmE%1' Pz:OR To CONSTRUCTION. r: OD %/ WE ! W E L,L 71 % .4'1 E N1 E E SEPTIL TANK 7 EACH PUMP CYCI - (DOSE) IS TO CONSIST OF 148 GALLONS TO BE DISCHARGED IN Rb7o N W 5T '6 x to NO MORE THAN 15 MINUTES TO PROVIDE A NCH DOSAGE OV BOTTOM OF 71� 4. ER TH HE CA IbDD GALLbN / ,HEA'ql bUTl ------ LEACHING. AREA. Vlt'rH '1_4" OPENIW-3�, j%, 11 4.Z'7 T he, RSC Gr 0,6110 Y _NAL C.HLORIDE PIPE P L AN 8. FORCL TO BE� POLY-VI (P.V.C, ) S D R - 21 'Of, EQUAL. P� 00 G7 L !).'10 0 E R F A10 3 Z 10 1. ALL CAST IR R C- N PIPE 2 ­11 'j 7 C" T T 0 11M 3�7 'C H rv1 ER C P 2. Vl=_� OSS-'NG EXIST ZNG' WATER M�l S OR BUILDI­� cON"."ECT."ONS, THE SANITARY The BSC Group-'Norwell Inc TALLED AT M I Ni IM, U`M 1 0 E FORCE MAIN. SHALL BE INS _CT EAR DISTANCE UNDER THE , N T WATER MAIN 293 Washington Street E L. LE ESAKaN F8 o N bK,4 PO Box 185 3.- THE P.ROPOSZD ,C0NCRZTE PUMP.,STATION WET �IT L SFAL1j CAT mo 1-T VJ' 30D BE W A T ER L i,+T Norwell MA '4 TIGHT, TO ,PREVtNT WATER INFILTRAT IbN AND EX-FILT'RAT OR AN D 02061 -rVEN' TWO COAT S ,0 F B''17MAST TC L.L EXTERIOR S�URFACZS SHALL BE G WATERPROOFTNG N T' NTL I" OR AN APPROVED EQUAL. M.,%TFE R 1 AT M_A_ TFACTU D �BY KOPPERS C,Oy_P-,, Y, 617 669 7981 T UMP �A M RY 4'o 'THE CONTRACTOR S HALL PROVIDE WG ECALS AT� ALT CONDUIT AND PIPE L 'LOCATIONS. 1_�LIE L E N FC) S P R P,,T I G LBS PER� SbjARE INCH AT T 1;E END 'OF 2 3 D A"�i-S U - S' THKEA bE b UNION] E X SAGC v'CLJME- IS4 -,A" ON FILL SHALL BE' CLASS A.HAVING A 1 IXL7iM COMPRESSIVE 0 0 OTFERNISE NOTED, C"rjRER; EN?b PUMP cL. (1-1 -749-2-061 ) M��NUFA INV tpVL TH_ALL NUN 0, 6. BLASTING, -IF REQPIRED,- SHALL BE PERFORMED 'IN' ACCORDANCE WI1 -SC H .40 F7 OW' 1 C I P A L r-,A TL 'VA LV 6 U,A v In- j. RN AT E I k1TD FEDERAL LAWS RELATINGITO. T14E TRANSPdRTATION, kd sp 1 pN4 LIFT ING CHAIN D USE ,OF EXPLOSIVES. , CIVIL, PVL No.32,17 -7. PRIOR TO BACK.F I I T LING ANY PORTION OF THE WORK I ,THE CO NTRACTOR SHAL L HAVE EL, 4.ss CHELK VALVE FLANLE _16 I N T DISC,-4i,1RGE SIZIE', I IIL' IN AL SEWER OFFICIAL OR DEtIGNATED EOT+� PUMPS H j TO WAY RELIEVE THE CONIRACITOR AND At_Af�t,4 ION SHALL IN N H LITY FOR THE ULTIMATE TIGHTNE�SS OF THE LINE WITHIN THE EL. = +Z-7 ONE PI,JPA P ON. WG T EQUIREXENTS. UPON E WORK, THE SEWER SHALL 'BE FLUSHED AND TESTED FOR LEAKAGE BY F E .WIT,41 R WATER AND MAINTAINING A- HEAD' OF 2 FEET THE CROWN CLEAI F LE),A T BOTTO I'll , OF W IN C)Cj\,,,J 14,1S AT T!,L' UPPER END 'OF `TH--SE14ER IF THE. LEAY�AGE EXCEEDS 300 GALLONS, PER INCH DIA.XFTER PER MILE OF, SEV R PER 24 HOIJRS, THE CONTRACTOR SF$kLT PUKA p ot f F 1`0 11`1 . , � l DuPi EX ENPL SPR I N I I 'A, FLoo pi S. NY CR�VNGE IN DIRECTION OF THE FORCE MAIN SHALL REQUIRE CONCRETE THRUST Z," -A I\A DETA I L-) �9 8� z 2 D BLOCK' AS IN ICATED ON THIS DRA'WTING IN THE THRUST B'LOCK DETAIL. C ICY-) I K. STORVI !E�ENT 'J?_) 9. ALT PI-JMPS OFF P I E R S SHALL BE PLACED ONN UNDIST FIN iSH EL. 3.zb -(3HOtJT Iz.0 BOTTOM CTION 4 rEMA CDMMUNIT� f"AMEL ___�--2 X, 10 F LOOK -1-()1 ST - "C,0N(-,RFTF 10. Mz\TERIAL SHALL BE- SELLCTED. SCREENED GRAVEL FILL. WEERE FILL IS REQUIRED I !� I`12_a)30j Doil(I ?0NjE Al EL.= 11.0 N R EL:;. I I EL. A060ST 19, 199S MATERIAL SILALL 'BE PLACED AND, COMPACTED IN LAYERS NOT tO ��EXCtE' D 8 INCHES. 6" BOTTOM OF ' H LIFT .SHALL BE TO A DENSITY OF 'AT LEAST 95 PERCENT ,,OF TDF 6� CUKE�: IN),S -';N'�' FEbRUAK\I 2D tc1qo CHAMBER IL 'A k, 11 ERM , .DESIGNATION: - T180, UTILIZ- z: F'I E R WET WE L.L, T E E TO THE GRADATION L. RU55ELL ERIAL. MAT 5- COMPACTED 8 ASE I 12 GRAVE'L FILL R, C-HAPNIIAN H­ _K 11 . SCREENED GR E WELL GRADED IN SIZES FROM 3/8" To 3/4" AND FREE R AV%,N b. LEARNED T 'O .THE 'RE- TERIAL AND SHALL CONFORM T FIPI D YPE b OF THE "STANDARDI L EWAGE PUMP" STATION ­------ --- or HIGHWAYS, BRIDGES, AND WATERWAYS" O I I I I - I I � 1. 11 . I k , 1; 1- 1 - JOB NO, 4. 4 69 1. bD NOT, rO S CA L�E PRDF1 LE bF PROP05ED GATE. H 00 5E --------- NOT TD SCALE 5HEET F FE 7,� A� 6T h �eSC Go _T_ -W_ET 's �� pk „ P",:� #� f e ma's',-'` K yr � � .s "� �� > � -J ..-�.t x s� ',. .N ,� #.. '� 5 �, �Q LET .: �w :. „s -- 3 y i N -:: y �.M1 ' � .� �, i f a` t :!r s a':�. ,. �: ,�,.. > {✓��e .�s e+ -,: z r "�, � ., f r,�t,, +Y'+ d+:k �r �-" S�, a yd u,+' ',r � 8 ,:. �i Tj �"�� 4 :: Mer ,t �," x ..� a z# �„ t ,pk.3,� if ^..'' � r"�+�ya �#.. 1� r -,:rr � - - .<. a+ y,. ;, .� ,: a .,. a x � � 'a t .�,_; st h ,� ° r �' t r.. � +,+ . r ,: .. 's dx 4 � + `, �Sa�'n;;a� �,� � �.;uf :e�;� � 4 o�;S t *.,`' t . r, �° �. ,,� v'b a�;., � t :r� „�,: �a r,, ,r ;:,k ,r. '�,<, . t,:.� .�. •. a.. ra �" ,� ,� - a r 1 ; >+ 3'r°,,a,�: ar , ?��„ ,, r K +�, � , .s �, ,.�` . ., .� ;,y 's � . � t a �2.� �' ��a�'r, y ry ,.;,'5:.:� � ,s � � ` � i,a �fh�T„��,s`a=�T%u�n.:F�:�3,�.:'`t. ad aaa`,,.�+vr ��^ u�'* m?�F'�w'.�'�y 's`..xa ��l-?i�^�'+'NJ 9<'h b� .wa ;.q&,-a`,"-z�';;4`��'#.�'s „xis `�; ,u''x„ t �s r}; .r <.,£t+,",.�d!':�n. � z?:cF .,gad ..:w,.,s r. �,svz, 4k'.�fe:� �'ek.:�;M ;r. .2 .4.v� ,..�: �'�'°': i:. _ L_ i, , , 77 �EV SI NS TE TPIT DATA tCAT S 1N INDICATES INCSOIL SEPTICT K DETAIL ID D GALL LEACHN T� ERC H DETAIL:_ L PERC _ ERV 0 ; GROUNDWATER NOTTO SCALE , _ _ :. , .TION'BOX'OETAIL: _. _ AL _. . ETEST NOT , TO SCALE . _ N? DATE . T P HAND H N A UGER I T P T T NOTES: t. SEPTIC TAN T E C K HA BE STEEL SHALL L S L R T T 4. _ T N: T T f INLET A D UTIE EES 0 BE.CAST N { 0 RO • _ 3 0 _. TlE S. OUTLETS: _ NO .O 4U FINIS « RE N C E E REINFORCED CONCRETE. 0 CED-CQ OAiC CH Q PV R 1 `C` R TE. E 40 C 0 CAST N .PLACE E TEES _ _ >, ►� E 5 D G D E - G D. E �.� GRD. EL. 13 2 4 G RD. -EL G .E R D L. I:-�- l T TA K T i TA EP IC N WITHSTAND N A IN S D 0 G 2 p S N 0 20 L T RIFT111111 T 0 8E C N ERE N JNANH i�ER, _. E O U OJ_E CO � . , �-r-- ... T E .: ,. No s , _. _> - i I III lit _. F7 VY. ' 2. -t a GW E L S 9 W. G E L 0 W. G EL. a 5. R MANUFACTURER R EC MEN.ED NUFAC OT N OM 0 UIRE R DO o OR `A 'APPROVED : VED EQUAL. _ O AL , , , C a _ _ 1 is __ ;, 7: J BOX WITHSTAND H OtS e t HS NO LOADING ,, d d w T o 1 a� � D GVENT . .. - L L AND A M , ' r, . 4 /. .. P R E F R T A E P 0 i 'ALL 1 J R A t , E ST .— D C _. 0 0 05 — • a �.,. / :.: ` 1 3 A PIPE N AN R CONNECTIONS JONS 0 CONCRETE ` E E CO T BE r .I_ `BR ito _., CAT MANHOLE COVER E Le 1tDN TW 3 A LE CO E AT Tt 4! Eft b li T r BROUGHT ►1 RA OUGN O SN G NI DE � 5 _ z /jt _fl .. _ 5 1 t t `_ o S - o o a p 4 _ EFFECT V 1 2 ..CLEAN MEC�JUM 1 2 . 1 ;` 2 2 R CONSTRUCTION 7 T T T WA WATERTIGHT. 0 N -,c ;: .- �_ ,. _; _ ". BO X . i J , _ _ PR T 2. nE INLE T F EE OR BA F W LE R htE E S F CAPE .O N i { ET PPE E :'FT/FTf L EXCEEDS 0 8 _E 0OR M E E BOTTOM LEVEL T l L 0 0 b . / / DEPT H 1 0. / / , -as A. _ PUMPED U ED SYSTEM. - _3 4 SA t�l 3 4 C EAN L N SA T� 3 4 1 t ' V 1 m ::. 1 ccNc. COVE .. ._ _ t f _ _ ,. ., _ _ _-..- _ . ,�1 t. : ._ TW 3 FiR T FEET F 'P1 T S O F E 0 PE F 1ST. OU 0 0 0 0 LAID LEVEL.' LAN V� W , L : 3 1 GE GENERAL E A t_ NOTES: S E 1. THIS PLAN 'i F L 5 R 0 DESIGN A IG AND D ' , » E.L. ��r-iRe►� cov �z _ ,' PROFILE R ILE UC I N F T 0 d H SEWAGE E S_ A E G 5 5 5 / 5; 1M . 0 M wA R LEVEL O E N 4 3 _ , _ . _ _ o. CAT: LVC 13 C ZS T P01 E GR '': fyLA F D SKE Tl?D {Tos 1 f 1 _. _ 4, RECOMMENDED MANUFACTURE R RE OMM NDEO U ACTU ER T - RO ONDO P ROVEO E _O EQUAL._ i Q - , 1 _2 t MEASURE SLOPE AT (5 LO E TH DS. 50xSLOPE �-' T POINT Ot A O M L SEED 8 DISPOSAL FACILITY ON Y L. ALL CONSTRUCTION: H E D AN D <; r r 6 1 - 6 i � L 7 I D>=EP,, CD No NL. E. I i �A l� E T R �UIR S E U ...CONFORM .: _MA IN `TT E 1<E _ >_ ... .. t 1 d DE _ OVI _ <. ,WATERTIGHT TE W RTIG , , : ,_ ' f"'id ,. I ., r o , MtN iN H F IS RA o G E :. MATERIALS IASHALL_ LS E NF R T >� MA SS. S 0., . .E. TIT A E 4 LE 5 D; A A N LOCAL. BOARD l L d D E N 0 LT REGULATIONS. EGU NS L 0 , 7 7 .:.� 1 TO K P TA E E N K 1 _ , _ : 1_ « 4 b, i » , 0 _YIN. _ _ t ►T dOU D[ N' l D OUT E T l T Ef _ it _ _. ('o _ .. T 1 t N -. ra ) _ .. .... . _ f _ _ 1 a E, N 0 [ 2 _ v _ _ � t t .1 >„ _ , 2 , 1 ' N. _ _ 3 ALL PP A L PIPES LOCATE UNDER 5 L C 0 U PAVEMENT. E OE .. -. ; $ 9 $ 9 $ 9 $ > 9 FRD F M LUAT A1G 1 _ . - IN _ 1 qt __ -. _ 11 r �. �I 1 1 ,1 4 T T OU LE � _r t SCH _. o _ 2 M IN . O F t / 8 T 0 2 wAH S E T _ 0S N V 0 E _ 0 E HA OR'TRAVELED LED SHALL LL <BE: SCHEDULE EO L E 40 R A E L 0 QUZ THER ARE. N W E E KN N WLLS „ 1 t 0 a 1 10 F:'LOCATED _ _ .: _ 0 BOTTOM N L V STABLE A 8 OM 0 E EC if SAS - _ _. ... _ . - . , _ _. � .... ..H .. ► ro TT N —60 OM 0 -0 <. ; C AR t P LE 3 4 . T f t 0 2 / DOUBLE 1 8L _'w � 1 4 IN 0 T F F T 0 HE - R PROPOSED a 05E LEACHING fl LE C N FACILITY T G C I Y NOR L 0 , P 4 _ t _ _o oo _ t�VEL S Btu sLaPE ice.. � _ Y _ S E : WASHED D STdN n STONE(no fm tt e i A , ANY WELLS ELLS RO 05Efl WIT PROPOSED 1 t { ' { I I _ PLAN VIEW ,f r /r f _ » »_ R I' �; C 0 E T N VIEW S S S C O E �/s t - _ _ _-LEACHING'FACILITY. _ CR05 S SECTION d / a NMN.3 T 0 1. CROSS SECTION 0 F> 11 NY 0 KNOWN 0 t / �2 2 --� - --- _ 1 Y SON[ T _ E i/2 SON < H S , 1 SYS M T TE 5 : NO , { DESIGNED, N R Ft? THE USE OF I � I I T LA N - i SAIL TEST PIT DATA. INDICATES INDICATESSEPTIC TANK DETAIL: l DAD ��a DISTRIBUTION BOX DETAIL:�g 5 OBSERVED LEACHING TRENCH DETAIL. PERC. — NOT TO SCALE TEST GROUNDWATER NOT TO SCALE NOT TO SCALE 4 T N OUTLET TO IRON #F NOTES. I. SEPTIC TANK SHALL BE STEEL INLET AND OU , , S — NO. OF OUTLETS. � Tp I NAND AUGER I HAND AUGER I TP . REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN -PLACE CONCRETE. TEES 30�Z FINISHED S ED G DE GIRD. EL. ID•-� GIRD. EL. I3.Z4 GIRD. EL. 13.7-4 GIRD. EL. TO BE CENTERED UNDER MANHOLE COVER. NOTES 2. SEPTIC TANK TO WITHSTAND H-2O LOADING _ _•U_ \� / " r FI , S.S - T. LL AN A 5.-7 IuW EL, S.9 GW. EL. GW. EL 5 RECOMMENDED MANUFACTURER ROTONDO OR , I DIS BOX TO WITHSTAND H TD LOADING D LOAM 0, GW. EL: _ 01 � 0 APPROVED EQUAL. i t SLH 4fl 4" PERFORATED PVC S =0 005 —•- i PRECAST i — — — — — — — — — I I v T q}�� 1� Q� C CA N� DI 3. ALL PIPE .:CONNECTIONS AND CONCRETE MANHOLE covER E.L. LeeAlcpnl . LTwa ST t o .� CONSTRUCTION TO E WATERTIGHT. BROUGHT TO FINISH GRADE (WAT6KT6MT� I I t a a EFFECTIVE CLEAN B BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF LEVEL V E L 2' 2 2 2 1 I b. BOTTOM ii DEPTH I i 1 I INLET PIPE EXCEEDS 0.08 FT./FT. OR IN 0•5 MEDIUM ;,� %► L PUMPED SYSTEM... 11 3' CLEAN 3 CLEAN 3 3 'F r -7 J 3 SAND $'_ L" 1'�° CO 3. FIRST TWO FEET OF PIPE OUT OF DIST 41 Tt ) SAND -1.4 1 BOX TO BE LAID LEVEL. I 4 4 sANn 4 4 - I n ' ." PLAN VIEW - I l - 11 PROFILE S O E.L. LaBAKbKI CCVE`R _ 10 4. RECOMMENDED MANUFACTURER ROTONDO MEASURE SLOPE A I T THfS POINT NORMAL WATER LEVEL , 5' 5' 5' S CAT. No. LVC 1325 „ OR APPROVED EQUAL. I r==J------------------� 14�1 3u ,c �PLAIN,POLTEDiGASKETED '� 2 1 1I - DIST =150xSLOPE I I . Zo r 2 . L. DE P r_O T LOAM 9 E I ' 6 6 NOTE: E LION(- SEED _6 ... 1 I 2 IN FINISH 1 1 INLET TEE •": �}'-101 PROVIDE ,►, ,. • .... :•:.- .. , /o M I ISH GRADE I 13ALASf REOU IRED I WATERTIGHT 7 I — u I n JOINTS t „ 7 7 7 I,- -4 1 1 4, 0 MIN. OUTLET S-� 1 yP.% �I _ 1 :'i I.: %------- 12 TO KEEP TANK 1 4 to T oEE 1. ," MIN. I , N .' LIQUID DEPTH TEE i ► 1 I _ NOTE 2 I �. y . 1 ` FROM FLOATING 1 4 t0 .INLET ., , t - -, a , ;, 8 8 8 8 L�J / ) ' 4„0 TLET 15 -4 ,i, r XH I 0 —+ 2 MIN. OF I/8 TO I Oz' SDR-Z I .I --{- U -� I-. 0.5 V2 WASHED STONE g 1 2 g 9 9 I L Lj !A - L �: ' I 10 .. ... .. ... :::e: ::-..�, ..::.•' .: is •► 3 (. 1. 11 ! I (0 IO 0 Oo , BOTTOM ON LEVEL STABLE BASE O:�Qi „ 1��, a.o --BOTTOM ON _.____.� 3/4 TO 1-1/2 DOUBLE ,1: o o �_ (tYP J CLEAR ,� o _ v oo LEVEL STAB SLOPE - :S - 4 2 a LF % WASHED STONE(no fines) 1 /ice _ ,v1i ItYP) (( I I I I I I PLAN VIEW/rL CROSS-SECTION VIEW g"N 3/a'`To CROSS-SECTION 6"M1N.3/4 TO ✓ / BASE CROSS-SECTION ' ' 12'12 1 1/2" STONE 12 . 12 I Imo., STONE DATE: DATE: DATE: DATE: Z4-8°I 2-ZZ-9D 4-z--9D NOTE'. TOPOGRAPHIC, SURVEI WAS PROVIDED B'4 THE aINVERT ELEVATIONS. TEST BY: TEST BY: TEST BY: TEST BY: C3ARNSTABL E D P W T. MARCELL10 THE 115C GROUP - NORWELL) INL. 4" INVERT AT BUILDING S PO MP UMP WITNESSED BY. WITNESSED BY: WITNESSED BY. WITNESSED BY. L.IoO S. D11l�1NIfJC� E. �ARR`I-ISAt:NS. 16O.H - DETAILS 4" INVERT AT SEPTIC TANK(in) PVt1a OF SHEET Z OF Z Lo. 3S \ / 4 INVERT AT SEPTIC TANK(out) T R o r PERC. RATE. PERC. RATE. PERC. RATE. PERC. RA E. DAVID J. sc Z_MIN./INCH — MIN./INCH — MIN./INCH MIN./INCH I i' CcSP� T 4" INVERT AT DIST. BOX(in) iZ.Z8 (�•, L V No. 32112 1 Z. I I I .. � 4 INVERT AT DIST. BOX(out) M. 3 ISOLATEt WETLANf>S WITHIN Fssio YA1 ECG\ DATUM: ., INVERT AT A S LEACHING FACILITY: 1-HE DUNE COMPLEX. ZONE C I +' DATUM: ELEV. = I3.Z4 �, VERTICAL U 4" INVERT AT BEGINNING � 1 F6L3 r�Enlr OF LEACHING TRENCH 12.09 Q� FC,UND iTYP.) BENCH MARK: USED NAIL AT TRAVERSE FoINT , O�'/�, ' • -/ -4 INVERT R AT END 1 u 0 ZDNI✓ A3' EL ll } PRCJPOSED Z � SDR Li F I ti O LEACHING TRENCH II .SS TP I \ FEMA COMMUNIT`i PANEL WATEK SERVICE FDKE MAl i 1 ELEV ATION AT BOTTOM FROM PLIrIP HOUSE � ZSOUD I ISO 1 I C TG a' PROPOSED REVISED a-19-85 NOTE : GRpUNDING In1LRE �1Ay OF LEACHING TRENCH 11- 4 GATE HOUSE. POLES -gEL OBSERVED GATEHOUSE XIST GROUNDWATER E , a� y� ELEVATION 5.9 ONE q3 \ li i ✓-�\ \1` E C NI , A"bSUSTED GROUNDWATER WA ER Z 0 ' ELEVATION USIN6 WELL snw-zsZ -%. 2 TILIry paL� LTyp.� ,. TW 3 Do \� �---- L -NO. , E.L. c LiA K7N CAT . SEE PUMP DETAIL �.--:_.... AS RECUIREL '9 W MANHOLE 8, COVEF -q W _ � PUMP `HOL)SE �i (BRING TO FINISH GRADE) ( SHEE-T 2 of Z) '� o G ROE- Wl R Ro r I a h _. L c N CA N6 3 Z5 E L. L3A LVC ti FX GST IN BA �Flsr CDNC. covEx .L PLAIN T TE 60L E GASKE D w D \\ C = EL- � _ EL _ _ _ ,. FIRST PIPE. LENGTH:- RUSE � 20 . _ N A \} E 3 \ _ TO BE SET LEVLL_ , FINIS'J.: 13 ED- EL �S 'F _ � , MIN. 2 _ . � PRE O H OR _. : Z NE ._ _ C GR _ A _ 0 , E � N , t F DESIGN t S CRITERIA: O E EA � C A. _ HiN6 AR I „ C '' LEAL 2 IN 4 P C PER _ 12 MIN VEN? Nt �i3 NF �� �. 4 PVC _SC PVC SCH 40 2 1/£1 3/B,DOUBL WASH STONE 3 � V.I ET LAN WASHED ! ISOLATED _ . DESIGNFLOW:. • VIEW _ I V I DOUBLE WASHED STONE PLAN � AUDITORIU 3/4 112 DO a _ M 20 PEOPLE x 5 LECTURES v; 3 GAL. / PEfCS = 1= I i .g oN 3'�DGP i - - OUTLET 1 - t II D E. lO _ _ _ LA EM _ .. �-_-_ S PLD`IEES ID PEOPL E x 15 GAL I P 15 GPD T _ O -- as Box . _ I 80T EL I I . "e — _._ __ _.. __ l -4 - 450�P 1000 AOSUSTE D H ILH WATER EL. = �. i GALLON , NO TE. WIT HIN THE LIMITS. SHOWN .: 0 -, o . T R E NC E PRECAST CONCRETE _ PREC S SEPTIC TANK N GfRDuLIDWATER OBSERVED ` REMOVE EXISTING 61T. CoNG. / REQUIRED SEPTIC TANK: MIN - REGRADE AND REPAVEE WITH PRD F I LE , Il11 GRAVEL AND =3 OF T`IPE 45� x I.5 _ f' NOT TI] SCALE IZ OF %75 I GAL. I - 1 STATE SIT_ CbO NE. SPEC. - ld SEPTIC TANK PROVIDED: - I �D� GAL. a SIZE OF LEACHING FACILITY REQUIRED: R REPAVING < 2 LIMIT of DESIGN PERC. RATE: MINJNCH .,,.•' • ' ' • : `" `. \\ _ SIDEWALLS - 2.5 GAL./ S.F. A: 3 BOTTOM = 1. 0 GAL. / S. F. •. • ASSUME . L DEEP 3 WID T ., ... _ x E RENC.H 5.5 GAL./L.F. •. ,o •H.a. -z , 45D GAL. - 5 S = 81. 8 L.F. K, r _I SIZE OF LEACHNVG FAC�ITY P ROVIDED. r'o C ti �4:•,.S .... -� USE Z TRENCHES 71 0 sDR-ZI L." DEEP x 3' WIDE x 41 I LONG \ � ` ', .J '"•��.,<, •� ., <. 1 PROPOSED.. 2 ,; F` 9 � FORCE MAIN 2 WAT TOTAL LEACHING = 328 S. F. PUMP HOUSE „ : < TO Gfi TEHOU y , .. ,, SE D� 3 IO 3 9 a N Il P D R Z _J LOCUS PLAN.. �S' E\ 12 GRAVEL SEWER FORCE yCn �P2 '•.,. 3" BIT." CONC. T`IPE 1-1 M h 3' vENT 4I 41 V NT t D GA �\ D D LIONHAI�ID AUGER — Q O 1 l l I , LEALN I U6 ,c \ F SEPTIL TANK i9. CT-i P. HOLE l 34' 12 T • TI NL . P. `CJ 30 Z O r rPU M P m Z_ ., p B CURRENT < m / 'h �' CHAMQER _..�- LA . w ousE \ \ O Qf f � D ' ` �TED LDCA• -ions s � F � \ S k TO D F l.0 C�- 15 -� -1a - I� / — L s < p� Y s R v, _ 10 �E o \ NEuc Ro o � 1N S J " d A>J� R _ 5 z / \ P VC � FULLER � C s C 9 S F CC / P61 NIT 9 R F LOCUS - 0 3 �' 9�iy z Sao THIS DOCUMEN, N�._ SEEN PREPAAE BY D W. WHN N 0 . P A • L N VIE P TANT COPYRIGHTO THEREIN. GHTEDG OF ANY B LAN VIEW�$UU ` OLD RLLESS i .,S STANTIAI PORTION UE A COPYRIGHTED WORK WITH(` 1T -... Ro /4 D q l R 1 PERMISSION OF THE COPYAIGHY OWNER K UNUY:,VL 8 SCA L, '. = z0 SCALE . I = ZD GREAT MARSHES EK[ST � GATE REVISIONS Nc) DATE l 4-3�- RE 90 UISED -_ __-- Ta S ff6Y�l CORP\ECT GROI]NDWRTE'K ELEV. BASED ol�l TbVJN of gARAIST-A D,P.1�.1. EN�INEER)FJ6 UPDATED ---- -- SURVEY . A• fi TE� 1' IT #� ) GENERAL NOTES: I. THIS `PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2 ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. D.E.Q E.. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT . OR TRAVELED SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN WELLS LOCATED WITHIN 100 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY WELLS PROPOSED WITHIN 100 FT. OF ANY KNOWN LEACHING FACILITY. 5. THIS SYSTEM 1S NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER L. SEE SI-IFFY 2 OF Z F02 LANDSCFlP AND PILANT LISTS': CONSTRUCTION NOTES: I. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE, THE CONTRACTOR SHALL BE `RESPON- S16LE FOR PROPERLY LOCATING AND COORDINATING. THE PROPOSED CON- STRUCTION ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING .UTILITY SYSTEM IN SERVICE. DIG -SAFE ;HALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUE CHAPTER 82, SECTION 409 AT TEL I-800-322-4844. THE ENGINEER DOES NOT `GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE T S RUCTURES ARE SHOWN. LUCATtONS AND ' ELEVATIONS OF UNDERGROUND UTILITIES -TAKEN FROM RECORD -PLANS: THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO -THE' START OF CONSTRUCTION. - The BSC G ' IN D 1C AT ES SEPTIC TlC T A NK DE TAIL. l D DD �ALLaNDISTRIBUTION B BOX DET AIL: Ds LEACHING HiNGTRENCH DETAIL: SOIL ILTESTPIT DATA OBSERVED NOTTOSCALE NOT TO_SCALE PEac. NOT TOSC GROUNDWATER TEST RC+U ES S -NOTES I. SE PT IC TANK SHALL BE ST EEL 4.INLET T AND OUTLET TO CAST IRON, 30 Z — NO OF OUTLE TS: INi SHED G DE _ 3t TE ES EES . :.GONG , IN PLACIE v H V OR -CAST � ` - CONCRETE. SC ED. 40 PVC REINFORCED CO UGER RE 0 A . ANC P. H T N AND AU G ER 1 P COVER. T MANHOLE UND ER MA OL CENTERED D U f E E ' T CEN 0 BE 3 LOADING A 0 0 �I- EL T IT ST ND H L Z GIRD. TANK W H 3 SEPTIC AN 0 20 -EL E c 10.E . GI RD. D. 2 s GI RD. EL GIRD. T H G R RO0 DO0 FAC U E R 5. MENDED. MANU T S.8 W. EL RECOMMENDED G AL , \a ♦-. LI-- — -2 3� 4 5 6 7 8 9 10 b " 3 4 5" 6" 7 8 9� 10" 12' • u , 2 3' 4' 5` 7' 9 10, 1il 12 NOTES! F I LL AN D A D LOAM T TAND H LOADING , T. xTo wr Hs zo,.. ., . L- DIS BOX ,, V ENT" SC H , 4-0 - 4 PERFORATED -PVC -- S =0.005 --+- . 0 0 s Oi 0 o Q O B o 0 o O ' CI U'U 0 49 EFFECTIVE � y DEPTH b, 80T70M // 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF LEVEL � 0-51 INLET PIPE EXCEEDS 0.08 FT./FT. OR IN PUMPED SYSTEM. 3 FIRST -TWO FEET0 0 F PIPE OUT OF DIST 41 - V 8 BOX TO BE LAID LEVEL. - PROFILE R LE' 0 PLAN VIEW L E - T DO P AT THIS POINT Ir MANUFACTURER- RO ON MEASURE SLOPE I'S 01 I �I RECOMMENDED D M U _ E.L. Le 6A t� U covt� 4. RECOM 8 0 1 0 EQUAL. � OR APPROVEDQ AT LE v N RMAL w E IY 0 13Z5" A moo. LVL C T. I T,I X P , 2 D S 50 SLOPE _ I _ J L 3 K T _ _ _ _ oLTED Cans 6 €D LOAM t3 SEED -- I (PLAIN -- 4 LAN I 'l � o r ,� .. —a� 2 N: FINISH GRADE I MI S DE 20 �_ /o 1 .NOTE:.. I.L. -DEEP, ��NL. PR VIDE- - I r- 0 T T . 4 N EE LE _I 1 T 2 t IGH W ATERT t' E UIRED x R Q 1 T t tN 1 ' J S MIN. .I YP . , 1 1 "i t OUTLET " E _ 4 u [ 1 S ♦ MIN. 0 1 yEE 7 O _ _ f ►. Y �� TO KEEP TANK � 2 to MIN. F I 8 T 1( 4 0 0 T 1 NO E 2 . , i � � 1 1 DEPTH TEE _ U O DE I ,� I . INLET _ O L { 1 5 r is I 4 � .i 0 _ WASHED T I 2 W S ED STONE c V i r H _ _ _ SC 0 FROM FLOATING I 4 OUTLET .5 41 r „r , I • I -I. 1 �Z S DR ZI J I I u 2 J. I_1J j 3 - - .. l --- 3/4" TO i-I 2 DOUBLE r O . $OTTOS ON Y (tYP.) CLEAR a o _ WASHED STONE(no floss) 9 o v .� SLOPE BASE -O u u o t STABLE ® o T x- ON IEVEI. � LEVELS ABLE � o.o BOTTOM, ' u � YP - 4 ;� G / _ BASE TION r R S SEC _ � r CROSS-SECTION � CROSS-SECTION SECTION 4 T 6 MI 0 r rir . N 3 VIEW s T SECTION E o �N. a o CROSS / _ ` 1 I STONE PLAN VIEW /2 ' I 2 STONE APPROVED EQU • : 1 'N CAT NO. LTW 3 v R E.L.aegAltpN I5 MANHOLE sCO E; 3. ALL PIPE CONNECTIONS AND CONCRETE I CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRAIOE (WaTF27ibe+T) 4 3 � V R CO E VA 1 I N ': V �I E5 IN � �L . DATE: U T DA E. DATE. D DA TE:, THE _ gy _y WAS PR OV I DED TOPOGRA PHIC S U RV E a Z 4 2 9� NOTE T C3A RNS T/� g LE D P W <_ BU ILDING Cam. SD Y " T BUILD TEST B A ES INVERT T Y. TEST B Y 4 INV TEST B Y. .TES B S PUMP _ 1NL: SEE LL E . 1, p GROUP N oRw � THE Ci SC GR _ H E LLD � m Marc I TANK 1. SEPTIC DETAILS 4 INVE RT AT S WITNESSED B Y. WITNES SED S ED BY. W IT NE SS ED BY WITNE SSED SS ED B t �o , c F q y , 5HEET Z.OF,Z C (Z%.. z3BS � 4INVERYAT SEPTITANKiout DAVD PISPIM 4w INVERT AT DIST. BOX(in) PERC. RATE. PERC.RATE PERC.RATE. PERC.RATE CIVIL Dy NIti ERR`I rNS.BOH U - w IZ MIN./INCH , 1 rl2 t . Hz X ou 1 C'B � MIN./ No. � h TAT DIST. O Z MIN / INCHN 4 INVER IN H MIN./ C L . e E 5 oo ST �► 1 f � . S G u M ONAI E . 3 a INV ERTS S ATLE ACHING FACILITY:IL 1T Y ISOLATE�WETLANDS W 1T-NDATUM. � rNEbUNECONIPLEX. w AT BEGI NNING o ZO NE C 4 INVERT _ � 12.0 9 c., TRENCH 4 F LEACHING V I3. Z O DATUM: ELEV. . U VERTICAL AL D Q M0NtS MFJ,Ir CU s FaL1 N D [ I `I P. ) AT EN D a � INVERT 4 N O o NT 8 P I II T ' TR AVERSE 71(,E S ACH NAIL. ti � USEDF LEACHING MARK.- S SDR ZI O LE C NG BENCHU tPOSED _ Z � 0 - Z�N Al PR0F. E' DRC Al WATER SERVICE MTT M 1I N AT BO OTP ;�ELEVAT OEL F EMA Dl l E T� o Ur� N S FR P iP M TRENCH F EACH NG O LU 1 NWl R E�G oU D A E H SE._ E. G RD U N T T � O gl9 85 N PoS ED REVISED P R� t_ / �.! GROUNDWATER cr OBSERVED ED GROU NDW B E `-' PO l_.E S O S W g E L I E X S T 5 .9` GAVE HOUSE ELEVATION � O 9 T E 0 N q 3 ND WATEC-2 RDU ADS U5 T ED G C 0 - i.I Z i WELL S DW L5Z 1 1 \ US NV ELE VATION N 9 I . T`I P � aLE T1 LIT. y P 1 o ,� PUM P FUSE L 7W 3 D No. W . T. �! RAN 'cfSA AlL ' L ET _ E.L. D E UM SE E P "9 belt _ D , REQU I RE y- EF AS , '9 CCN _ 8 MAN HOLE E MAN —. C f Zi E 'ZD S H E T o a G T o Flr H GRADE) 8RMI N v X tS T � RADE e WISH RI L� ITO F � . I. B N r �o. 3z "6HR DN CAT Lve" s E.L. Lc _ _ y `� rC H 0 USE C OVEIIC BO LTE� GRSKt TES G /a ST PAIN. .. . B ALA I_ ) Cd NC _ -C ZO NE O A l N ` E 3 i _ LENGTH .FIR. T PIPE. L E NG _ _ ,. EL S 1-, 11 EL `J_ J D z ; LEVEL OS E s : � C. E R To B P _CRITERIA: N ES _ _ DESIGN - � EL I. z F MIN. 2 F U t - CR — NI _. _ S H GRA D A E F � AREA A LH N R t _ 2 L E o _ Al _ o W. P F A DESIGN O V Ft L _ c � r T G 4P � ES IN N D 2 ZO NE WE T 12 MIN � T E VENT VE � LA I o l S T N , I � 3 8 L WASHE 5 0 E 2 UB E D 4 / / DO PV C _ H AO S CH `4 0 i .�. C o sc _. _� TYRES 4 P _ x 5 LE _ P _ P 0 LE _ _ I` O E _ .__ IT�R UM 2 _ AUD _ I _... r_,: _-�. - -- L E _� E �. PLAN -V o- P L _ 3�DGP 3:GAL. P ft ON _ H ST ONE E E S _ L WASHED 3 4 2 DOUB LE E L 3 I 8 t. 5 / / :. _ _ P P �PLE 15- G D ► E x GAL J P MP �`IE ID 50 _ _ E L ES I _ _ 8 Iz 28 0 l _ E _ CA �P S _ S -, 4S0 j OUTLET { I I UTLE lZ II r , X DIST BO BO T EL _ WN — _ ITS _s N� LIMITS e H v N T . E. 1nl ITH _ NOT E L '7.1 _ TER TED HI vH W A DS US 1000 ` N i T. CD >3 TANK: N G TA GALLON IN SEPTIC ST REQUIRED SEP C XI RE E R U ' EQ 0 E REM OVE DVE T CO NCRETE . PR ECAST C J PR E ED 1 T N SERV W B E .` D V N N WA TER REP AVE ROU D N D � A K D E r RA � TANK C� T E SEP TIC IC R i _ _ 9 E L. 5 � 5 45 x I.S 7 E OF G RAVE L AIND 3 F T `I P E GAL. PR D F L IZ . = ID�D .SPEC. C. GA L. L 'c_o PROVIDED: G . TANK R D IT SEPTIC T N P O I� E C qTA TE S r NET TO SCALE E 'I I ID 'FACILITY REQUIRED: FLEACHING Q S SIZE O 2 M MlJINC H RATE. _� N PER - — 0 DESI GN C G t DF REP AVING VI N M lT - L t _ GAL. S.F. A Z.S IDEW LL.S / r S -I - 3 (� A F TTO M I. O GAL. / S. F. BO I 1 • . CH ---_� WIDE T R EN u E . V DEEP x 3 'ASS P'1 _ 1< V I 1 i -- J F I 55 AL / I.' 6 F. GAL. S.S 8 L. I / 45D i T k 1 _ I o a L 5 i Ir 1 , l T PROVIDED: , A HNV FACILITY . �. F C G .._ _ SIZE O LEO ,w.. S � o A .. O '... \ _. � ✓ E � CH S E TREN o �l USE ti F 1 O _ .'S 2 / a 1 1/ _LONG ., x x C' .I P WIDE DEE 3 - _.4 w DS E D _ . R D .. P ._-•- MAIN' .o -...._ C.E F J .. W A S. F. ! NCB 328 \ .. E TOTA L LEAC H Z 'f P �10 U . _ P D GfLT a E � H IV s _ D US y k `w -o . ., F -� o , D6 k4 _ 4.�5 F N 1 1 R IM �S LOCUS PL AN: AN. \ C� D L , R l P s t E W S � E ; GRANGE . W , 2 E F 0 , R � C _ E _ M r 3 r _41 3 T. �.ONC� 1'PE I VENT . . 2 V N ... AUbER S H aN � \ , 1 _ S ING" t 1 I OD D GALL �: L EALN - _. II H OLE l 1 O . 4 IP 3 A' T .. CT r ANK F SEPTIC aL TI N6 O � _ r T N , � 4 N r -r: 3 O d u a T C R EN -z ti Z 6ATEHDI]SE m N \ r P U M P LA m - D LDLA�r i o I"l 1 \ T HAMf3ER D \ S U :o ' � F 1 T s W 2 -_. a T S S O E F ti o r v . S >r r s , C T 8 T G 9 _ R ,o a� E � s c / R . y r V -v I � -E p n l \_ A . J 4 'S <t O C d � fill 1 C Z - � l PVC P 1 N'T 9 � S 3 W. s _ W z i C _ E C M N: D • _THiS DOCUMENT '9 NPREPARED OOCU E i... EE BY WHICH :6SC. II f7 H A P H I • OtDS CO YRIG T THEREIN COPYING OF ANY 6 PL. AN VI EW U -..- -'. STAN,IAL PORTION A R' 1( H Of .COPY GttTEO Wt$ � wOR i JT '. PERMISSION Of COPYRIGHT PE .SON 0 f COP HY - R IR -` G OWNE UNLAY rUl. �Il� < PLAN .VIE S L•A V1 AT RCLESS u OLD _ RoAL�cz C ALE. 1 Z � I S � Rh _ m 5 CA L E . °1 zo 8 . I Er 1 xs , T � I esc CA i . REVISIONS f NO ',_)A Tt 1 4-SO-90 D REUISE To s H n W CORPvECT 6RUUfJDUJATE'F\ ELEV . LASEII) OM Tb \n1N b£BA RNSTAfS D.P.VJ. EN INEEP.IN6UP5ATE-D UR_VEY. E P A T 1 _ fi � r GENERAL NOTES: L O ES: I. THIS 0 IS PLAN FOR DESIGN AND L F CONSTRUCTION 0 THE SEWAGE GE DISPOSAL FACILITY ONLY. ACONSTRUCTION METHODS 2 LL`AND MATERIALS SHALL CONFORM TO MASS. D.E.Q.E. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3 ALL PIP LOCATED UNDER PAVEMENT ES 0 OR TRAVELED SHALL BE SCHEDULE 40 OR EQUAL. 4.THEREARE NO KNOWN WELLS LOCATED WITHIN 100 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY WELLS PROPOSED WITHIN I00 FL OF ANY KNOWN LEACHING FACILITY. 5. THIS SYSTEM IS NOT DES IGNED FOR THE USE OF A GARR4GE GRINDER FOR P b. SEE SHEETZ OF 2 R LANDSCFl AND ?LANT ' LISTS. cUNSTRuCTIaN NOTES. H SHOWN EXISTING UTILITIES ERE I. EXIS NG STIES W U L APPROXIMATE, R IN :THE -DRAWINGS ARE AP P 0 THE S H CONTRACTOR SHALL BE RESPON- SIBLE 0 PO N S18LE FOR PROPERLY L GATING AND T P COOR DINATING HE PROPOSED CON- STRUCTION ACTIVITY WITH. DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE I SERVICE. E. EXISTING 'UTILITY 'SYSTEM N SE C - NOTIFIED .PER DIG SAFE SHALL BE A ETTS T CHUS THE STATE 0F MASS 4 9 P 82 SECTION 0 STATUE CHAPTER S E AT TEL 1-800-.322-4844. THE ENGINEER EDOES NOT GUARANTEE `0 THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSU RFACE STRUCTURES ARE 0 R SHOWN. LOCATIONS AND ELEVATIONS OF A UNDERGROUND UTILITIES A TAKEN FROM RECORD PLANS, THE .'F SIZE CONTRACTOR SH ALL VERIFY UTILITIES T V LOCATION AND INVERTS OF U E A REQUIRED PRIOR T T RES S EQUI ED AND S.RUC U HE S TO T TART OF CONSTRUCTION. N. The BSC Group'.- Norwell Inc 293 Washington Street PO Box 185 Norwell MA 02061 617 659 '7981 PROJECT TITLE SITE PLAN G A TEHOU5E S AN Dy ' NEL K RbAD W. ayA NSTABLE1 MA ' PREPARED E ED FOR: TOWN DF EIARN5TAE)LE DATE FEl6RUAKy 20 1990 I COMP, .DES GN G. R U SSELL R. CHEr�,K., CHAPMAN DRAWN D. LEA R NED FIELD: FILE N O H T NO 3839 Ol � E DWG. SHEET N - L91.OD F JOB. O 4 4 O I 2 I WORK IN PECTEDBY ALO AL MUNICIPAL SEWER OFFICIAL, OR.DESIGNATE D QOTH PU MPS STHE , _ , , _., ::; CONTRACTOR, SHALL IN NO .WA Y RELIE�IE .THE OR 'SEER AGENT. THIS INSPECTIONS L ENGINEER ,. AN A AR M , .. tj - . 0 - HE , INE `W -THIN .THE. ' E TIGHTNESS F L I " IMAT T RESPONSIBILITY'FOR HE.ULT G OF THE RESPONSIB T � .. EL., ONE PUMP ON .Z 4 � � , _ . � OF HE WORK THES SEWER FOLLOWING TEST REQUIREMENTS. vTS . UP N . COMPL ETIO _ BE FLUSHED AND T STED FOR LEAKAGE BY FILLING THE PIPELINE W ITH SHALL E PUCtt oil M i Nl , , WTI ATER E 'ORO 1 EAD F 2_ FEET OF W ABOVE THE C EAR' WAT R AND L E MAINTAINING A H 0 -NS - FLOAT S , _ _ ; - OF - : i4.�5 M W I DOW B oTTO N ' ` EXCEEDS AL 0 PER. LEAKAGE S 00G L tJ R. IF THE L AKAG 3 _ AT THE UPPER. END OF:THE:.SE E _. _ I _ TER.MILE OF SEWER PER 24 HOURS THE CONTRACTOR SHALL , INCH DIAMETER PE MIL S , ,. I, z _ LP - OD out 1I o LE iF M IN V lv LOCATE AND.REPAIR AND'RETEST. LEXLEAKS DUPLEX < , II -' SPRINT I .' FLO DD ELE(P� 8 . ,, R MAIN HALL REQUIRE CONCRETE THRUST ANY CHANGE IN DIRECTION OF THE FORCE S Q ESECT�R PUMPS z 0 Sbi D . 8' u t_rE D TAN Z 1987 ,T AIL. H UST BLOCK DE DRAWING: . IN T E THR ED ON THIS D A T S OGK. NDIC T BL AS Z _, , :: Y I R EVI N T STD RM E , 4 PUMPS OF �— FINISH F[..:D�R I _ _ 9. LL BE PLACED -ON UNDISTURBEb- �OII,. OR COMPACTED-: ALL PIERS SHALL _ _ _- EL.,: 2 3 GROUT , EL. _ 12 ' FILL F I _ B TT M 0 0 _ S E CT_ION F MA. CoMMUNIT`I panl D SUtS T 2 x r7 F L� R 10.MATE R D PEQu E MATERIAL SHALL BE SELECTED SCREENED GRAVEL FILL.WHE E ILLI5 _ 1.12_C�rcR T E 0� 1C 500' EL .D ZBOS E L 11.41 _✓ILL.. LABS 0R ANY OTHER STRUCTURE, SUPPORT PROPOSED FOOTINGS� WALLS S AUVUST19EL. I q CONCRETE 5 MATERIALSHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 8INC _ i TD?DIA OF EACH LIFT SHALLBE TO ADEN DENSITY OF LEAST 95PERCENT OF 'CHAMBER. E2 XISTIN� GRA1�E_ -t PIERCOMPACTION DENSITY AS DETERMINED BY AASHO TEST ATIOID..T180 UTILIZDESIGN WET, WEL LMAYIMUM _ , , METHOD THEROF MOST SUITABLE TO THE GRAD ATIO N OF THE FIL L ING THE ET . , — — t - - _ .. . _ MATERIAL. G AV L R E I .r_,, 1 G P _ M TE ,: co �c t� B A E s _ 4 , . 11. FREE E M 8 0 4 EE SIZES FROM 3 T 3 HA E WELL GRADED IN / / SCREENED GRAVEL SHALL B , , I � R - AND HA 0 HE E SHALL CONFORM T 0 T L S OBJECTIONABLE MATERIAL FROM LT OR OTH F SILTER OBJEC TI LE MATE I THE CATIONS .. „: r. N, . (''� {� i - CC f��„'� �� �.` ' . _ 1. . 0 Y E b F STANDARD SPECIFI SECTION M. 3 T P IREM NTS OF S N U E SSA S TTS E _ . a _ �J :- r�: J�1 D PROF �L � �F_ �+ Q p 5r p R o P� SUS E - HE ONWEALTH OF MA E : WATERWAYS- OFT COMM F HIGHWAYS' BRIDGES, AND ,. _ r <. rtQ T ,,.,... _, ... , ... E ..,, ,, .-... , ;. ,,, ,, _ , . , ,. .._ ;, _ , f .. _ NOT TD SCALE .. .. ,:. - .. :- < l '.... .: : ... +..y. .. .e:..;, - ., f_;. .. jj .. C. r•..y. -.fir.. : �. .. 425 Sandy Neck Road Bamstable • 11 t> BOH > SEP/OCT 2012 To Review Water Usage Last Two Summers EXCERPT FROM BOARD OF HEALTH MEETING MINUTES ON 2/10/11: B. Joe Henderson, Horsley Witten Group representing Town of Barnstable, owner-425 Sandy Neck Road, West Barnstable, revised plan (prior Board of Health meeting was July 2010). Joe Henderson was present and reviewed the plan. Also present was Nina Coleman, Manager of Sandy Neck. Joe explained that originally the plan was designed with the expectation that the Cultural Interpretative Center (CIC) had been expected to be used as a function hall. Since the original plan, the town has realized there are other regulations restricting the land from increasing the number of parking spaces in the future. It will remain at 200 parking spaces. They, then, changed the use of the building to be a three-season exhibit center (Spring/Summer/Fall) which will have educational items on display for people to walk through. The final plan is designed for 500 less gallons per day. The allowable flow is 2,753 gallons per day. With 200 parking spaces and 2 people per car, that would relate to 2,751 gallons per day. Nina Coleman said the beach is an accreting beach, growing to the East. The sand shifts come and go and over time the beach will move towards the East (this reference is over a 150 year period). Bus permits are issued in ahead of time and must be parked off-site. Therefore, it would be hard to limit no buses once the parking lot is full. Buses arrive weekdays (the non-peak periods) with children from the local campgrounds. These groups do not present an issue as the parking is not full during the week. The septic plan with the smaller leaching allows the system to be kept further from the edge. After further consideration of whether future needs may want increased septic capacity, the Board agreed with the notion of keeping the system smaller and further from the edge. The proposed system does meet the demands based on the formula normally used (2 people per car with the parking lot at full capacity at peak times) for the town beaches. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the revised plan dated 1/27/11 with the following conditions: 1) the building usage will not be changed to an higher use, and 2) the water use will be monitored monthly for the first two years and during the Fall of 2012; the Board .will review the water use and may consider imposing parking/use restrictions. (Unanimously, voted in favor.) Message Page 1 of 3 �Mclfiean, Thomas From: McKean, Thomas Sent: Friday, (March 04, 2011 8:36 AM To: Coleman, Nina; 'jhenderson@horsleywitten.com' Cc: Crocker, Sharon Subject: RE: Sandy Neck Beach Septic System Did you want to file something for the next agenda? If yes, the posting deadline is 48 hours before the meeting which is today. -----Original Message----- From: McKean, Thomas Sent: Friday, February 11, 2011 4:07 PM To: Coleman, Nina Subject: FW: Sandy Neck Beach Septic System -----Original Message----- From: McKean, Thomas Sent: Friday, February 11, 2011 2:33 PM ! To: 'jhenderson@horsleywitten.com' Cc: 'wamdoc@verizon.net' Subject: Re: Sandy Neck Beach Septic System Good Afternoon, The change of use concern and condition came from the Board, not from the staff. You will have to meet with the Board at their next meeting to change any of the conditions made at the public Board of Health meeting. From: Joe Henderson <jhenderson@horsleywitten.com> To: McKean, Thomas Cc: Coleman, Nina; Stanton, David Sent: Fri Feb 11 13:07:37 2011 Subject: Sandy Neck Beach Septic System Hi Tom, I wanted to follow-up with you regarding the BOH meeting yesterday for Sandy Neck Beach application. During the meeting we talked about the extra capacity of the leaching field being 2 gallons per day, however, looking at the spreadsheet on the design plans more closely, that calculation was intended to show the Title 5 leaching area requirement, and not the actual system flow capacity for the Presby leaching field. The system flow capacity for the Presby leaching field is based on the linear feet of pipe provided. We are providing 1,440 total linear feet of pipe, which is equivalent to an-allowable flow of 2,880 gpd. The Presby System design calculations along with the new allowable flow calculations are shown below. The design capacity of the system is 2,751 gpd with 129 gpd for extra capacity. I know the Board was concerned with the extra capacity in the design flow and I think this should help to alleviate their concerns. 3/4/2011 Message Page 2 of 3 �a t PRESBY SYSTEM Design Flow 2,751 No. Beds 2 Flow per bed 1,375 max flow per section 500 # Sections 3 Table A Presby Guide Commercial per 100 gpd 50 Total L.F. Required 1,375 L.F. per section 230 L.F. per bed 688 Table C Presby Guide L.F. per section 240 L.F. per bed 720 Total L.F. 1,440 Area provided center to center spacing 5.5 spacing between pipes 0.5 Line length : 60 Min. Area required(Table D Presby Guide) Commercial per 100 gpd 81 min area req. 2,228 area provided 2,418 ALLOWABLE FLOW Design Flow(gpd) 2,751 Commercial LF required per 100 gpd 50 Total L.F. Required 1,375 Total L.F. Provided 1,440 Allowable Flow(gpd) 2,880 Extra Capacity(gpd) 129 Regarding the conditions.on the approval, I wanted to clarify that Nina and our understanding is the condition on the change of use of the building was intended for the peak beach season, which his primarily from Memorial Day to Labor Day between 10AM and 5PM when the parking lot is expected to be full. We would like to include that language in the approval letter if possible. Please give me a call at your earliest convenience to discuss. Thanks, Joe Joe Henderson, P.E. Civil Engineer 3/4/2011 Message Page 1 of 3 McKeae;Thomas From: McKean, Thomas Sent: Friday, March 04, 2011 8:36 AM To: Coleman, Nina; 'jhenderson@horsleywitten.com' Cc: Crocker, Sharon Subject: RE: Sandy Neck Beach Septic System Did you want to file something for the next agenda? If yes, the posting deadline is 48 hours before the meeting which is today. -----Original Message----- From: McKean, Thomas Sent: Friday, February 11, 2011 4:07 PM To: Coleman, Nina Subject: FW: Sandy Neck Beach Septic System -----Original Message----- From: McKean, Thomas Sent: Friday, February 11, 2011 2:33 PM To: 'jhenderson@horsleywitten.com' Cc: 'wamdoc@verizon.net' Subject: Re: Sandy Neck Beach Septic System Good Afternoon, The change of use concern and condition came from the Board, not from the staff. You will have to meet with the Board at their next meeting to change any of the conditions made at the public Board of Health meeting. From; joe Henderson <jhenderson@horsleywitten.com> To: McKean, Thomas Cc: Coleman, Nina; Stanton, David Sent: Fri Feb 11 13:07:37 2011 Subject: Sandy Neck Beach Septic System Hi Tom, I wanted to follow-up with you regarding the BOH meeting yesterday for Sandy Neck Beach application. During the meeting we talked about the extra capacity of the leaching field being 2 gallons per day, however, looking at the spreadsheet on the design plans more closely, that calculation was intended to show the Title 5 leaching area requirement, and not the actual system flow capacity for the Presby leaching field. The system flow capacity for the Presby leaching field is based on the linear feet of pipe provided. We are providing 1,440 total linear feet of pipe, which is equivalent to an allowable flow of 2,880 gpd. The Presby System design calculations along with the new allowable flow calculations are shown below. The design capacity of the system is 2,751 gpd with 129 gpd for extra capacity. I know the Board was concerned with the extra capacity in the design flow and I think this should help to alleviate their concerns. 3/4/2011 Message Page 2 of 3 PRESBY SYSTEM Design Flow 2,751 No. Beds 2 Flow per bed 1,375 max flow per section 500 # Sections 3 Table A Presby Guide Commercial per 100 gpd 50 Total L.F. Required 1,375 L.F. per section 230 L.F. per bed 688 Table C Presby Guide L.F. per section 240 L.F. per bed 720 Total L.F. 1,440 Area provided center to center spacing 5.5 spacing between pipes 0.5 Line length 60 Min. Area required(Table D Presby Guide) Commercial per 100 gpd 81 min area req. 2,228 area provided 2,418 ALLOWABLE FLOW Design Flow(gpd) 2,751 Commercial LF required per 100 gpd 50 Total L.F. Required 1,375 Total L.F. Provided 1,440 Allowable Flow(gpd) 2,880 Extra Capacity(gpd) 129 Regarding the conditions on the approval, I wanted to clarify that Nina and our understanding is the condition on the change of use of the building was intended for the peak beach season, which his primarily from Memorial Day to Labor Day between 10AM and SPM when the parking lot is expected to be full. We would like to include that language in the approval letter if possible. Please give me a call at your earliest convenience to discuss. Thanks,, Joe Joe Henderson, P.E. Civil Engineer 3/4/2011 Message McKean, Thomas ` From: Joe Henderson ohenderson@horsleywitten.com] Sent: Monday, March 07, 2011 3:58 PM To: McKean, Thomas Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: RE: Sandy Neck Beach Septic System Tom, We are asking the Board to reconsider the condition of the approval that the water use be monitored to evaluate how often the design flow is exceeded and the potential future restrictions on use. The approved plans show an extra capacity for the system of 129 gpd, as I mentioned in my email below. The 2 gallons per day mentioned in the previous hearing was part of the Title 5 leaching area requirement, and not the actual system flow capacity for the Presby system. There is no change in the design plan as previously approved. Peak flow for the beach is primarily from Memorial Day to Labor Day between 10AM and 5PM when the parking lot is expected to be full. Thanks, Joe Joe Henderson, P.E. Project Engineer Horsley Witten Group, Inc. 90 Route 6A,Sandwich,MA 02563 508-833-6600 Ext.154 www.horsleywitten.com Sustainable Environmental Solutions " Please consider the environment before printing this e-mail. From: McKean, Thomas [mailto:Thomas.McKean @town.barnstable.ma.us] Sent: Monday, March 07, 2011 10:45 AM To: Joe Henderson Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: RE: Sandy Neck Beach Septic System Good Morning, Thank you for your e-mail. Will you please explain to us what the proposal is at this point? Is there a change proposed here compared to what was provided earlier? If yes, what is the proposed use of the building during peak versus non-peak seasons? The staff is unable to provide any comments or recommendations to the Board if we do not know what the 3/8/2011 Message Page 2 of 3 proposal is. Sincerely, Thomas McKean -----Original Message----- From: Joe Henderson [mailto:jhenderson@horsleywitten.com] Sent: Friday, March 04, 2011 9:46 AM To: McKean, Thomas Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: Sandy Neck Beach Septic System Good Morning Tom, I wanted to follow-up with you regarding the BOH meeting on February 10, 2011 for the Sandy Neck Beach Septiic System application. During the meeting we talked about the extra capacity of the leaching field being 2 gallons per day, however, looking at the spreadsheet on the design plans more closely,that calculation was intended to show the Title 5 leaching area requirement, and not the actual system flow capacity for the Presby leaching field. The system flow capacity for the Presby leaching field is based on the linear feet of pipe provided. We are providing 1,440 total linear feet of pipe, which is equivalent to an allowable flow of 2,880 gpd. The Presby System design calculations along with the new allowable flow calculations are shown below. The design capacity of the system is 2,751 gpd with 129 gpd for extra capacity. I know the Board was concerned with the extra capacity in the design flow and I think this should help to alleviate their concerns. PRESBY SYSTEM Design Flow 2,751 No. Beds 2 Flow per bed 1,375 max flow per section 500 #Sections 3 Table A Presby Guide Commercial per 100 gpd 50 Total L.F. Required 1,375 L.F. per section 230 L.F. per bed 688 Table C Presby Guide L.F. per section 240 L.F. per bed 720 Total L.F. 1,440 Area provided center to center spacing 5.5 spacing between pipes 0.5 Line length 60 Min. Area required(Table D Presby Guide) Commercial per 100 gpd 81 3/8/2011 Message Page 3 of 3 min area req. 2,228 area provided 2,418 ALLOWABLE FLOW Design Flow(gpd) 2,751 Commercial LF required per 100 gpd 50 Total L.F. Required 1,375 Total L.F. Provided 1,440 Allowable Flow(gpd) 2,880 Extra Capacity(gpd) 129 Regarding the conditions on the approval, I wanted to clarify that Nina and our understanding is the condition on the change of use of the building was intended for the peak beach season,which his primarily from Memorial Day to Labor Day between 10AM and 5PM when the parking lot is expected to be full. We would like to include that language in the approval letter if possible. Please accept this email letter as our submission for the March 8, 2011 Board of Health hearing. Thanks, Joe Joe Henderson, P.E. Project Engineer Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 508-833-6600 Ext. 154 www.horsleywitten.com Sustainable Environmental Solutions b Please consider the environment before printing this e-mail. 3/8/2011 Message Page 1 of 3 McKean, Thomas From: Joe Henderson Ohenderson@horsleywitten.com] Sent: Monday, March 07, 2011 3:58 PM To: McKean, Thomas Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: RE: Sandy Neck Beach Septic System Tom, We are asking the Board to reconsider the condition of the approval that the water use be monitored to evaluate how often the design flow is exceeded and the potential future restrictions on use. The approved plans show an extra capacity for the system of 129 gpd, as I mentioned in my email below. The 2 gallons per day mentioned in the previous hearing was part of the Title 5 leaching area requirement, and not the actual system flow capacity for the Presby system. There is no change in the design plan as previously approved. Peak flow for the beach is primarily from Memorial Day to labor Day between 10AM and 5PM when the parking lot is expected to be full. Thanks, Joe Joe Henderson, P.E. Project Engineer Horsley Witten Group, Inc. 90 Route 6A,Sandwich,MA 02563 508-833-6600 Ext.154 www.horsleywitten.com Sustainable Environmental Solutions Please consider the environment before printing this e-mail. From: McKean, Thomas [ma ilto:Thomas.McKean @town.barnstable.ma.us] Sent: Monday, March 07, 2011 10:45 AM To: Joe Henderson Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: RE: Sandy Neck Beach Septic System Good Morning, Thank you for your e-mail. Will you please explain to us what the proposal is at this point? Is there a change proposed here compared to what was provided earlier? If yes, what is the proposed use of the building during peak versus non-peak seasons? The staff is unable to provide any comments or recommendations to the Board if we do not know what the 3/8/2011 Message Page 2 of 3 proposal is. Sincerely, Thomas McKean ----Original Message----- From: Joe Henderson [mailto:jhenderson@horsleywitten.com] Sent: Friday, March 04, 2011 9:46 AM To: McKean, Thomas Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: Sandy Neck Beach Septic System Good Morning Tom, I wanted to follow-up with you regarding the BOH meeting on February 10, 2011 for the Sandy Neck Beach Septic System application. During the meeting we talked about the extra capacity of the leaching field being 2 gallons per day, however, looking at the spreadsheet on the design plans more closely, that calculation was intended to show the Title 5 leaching area requirement, and not the actual system flow capacity for the Presby leaching field. The system flow capacity for the Presby leaching field is based on the linear feet of pipe provided. We are providing 1,440 total linear feet of pipe, which is equivalent to an allowable flow of 2,880 gpd. The Presby System design calculations along with the new allowable flow calculations are shown below. The design capacity of the system is 2,751 gpd with 129 gpd for extra capacity. I know the Board was concerned with the extra capacity in the design flow and I think this should help to alleviate their concerns. PRESBY SYSTEM Design Flow 2,751 No. Beds 2 Flow per bed 1,375 max flow per section 500 # Sections 3 Table A Presby Guide Commercial per 100 gpd 50 Total L.F. Required 1,375 L.F. per section 230 L.F. per bed 688 Table C Presby Guide L.F. per section 240 L.F. per bed 720 Total L.F. 1,440 Area provided center to center spacing 5.5 spacing between pipes 0.5 Line length 60 Min. Area required(Table D Presby Guide) Commercial per 100 gpd 81 3/8/2011 Message Page 3 of 3 min area req. 2,228 f area provided 2,418 ALLOWABLE FLOW Design Flow(gpd) 2,751 Commercial LF required per 100 gpd 50 Total L.F. Required 1,375 Total L.F. Provided 1,440 Allowable Flow(gpd) 2,880 Extra Capacity(gpd) 129 Regarding the conditions on the approval, I wanted to clarify that Nina and our understanding is the condition on the change of use of the building was intended for the peak beach season,which his primarily from Memorial Day to Labor Day between 10AM and 5PM when the parking lot is expected to be full. We would like to include that language in the approval letter if possible. Please accept this email letter as our submission for the March 8, 2011 Board of Health hearing. Thanks, Joe Joe Henderson, P.E. Project Engineer Horsley Witten Group, Inc. 90 Route 6A,Sandwich,MA 02563 508-833-6600 Ext.154 www.horsleywitten.com Sustainable Environmental Solutions j Please consider the environment before printing this e-mail. I 3/8/2011 Message Page 1 of 3 McKean, Thomas From: Joe Henderson Dhenderson@horsleywitten.com] Sent: Monday, March 07, 2011 3:58 PM To: McKean, Thomas Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: RE: Sandy Neck Beach Septic System Tom, We are asking the Board to reconsider the condition of the approval that the water use be monitored to evaluate how often the design flow is exceeded and the potential future restrictions on use. The approved plans show an extra capacity for the system of 129 gpd, as I mentioned in my email below. The 2 gallons per day mentioned in the previous hearing was part of the Title 5 leaching area requirement, and not the actual system flow capacity for the Presby system. There is no change in the design plan as previously approved. Peak flow for the beach is primarily from Memorial Day to Labor Day between 10AM and 5PM when the parking lot is expected to be full. Thanks, Joe Joe Henderson, P.E. Project Engineer Horsley Witten Group, Inc. 90 Route 6A,Sandwich,MA 02563 508-833-6600 Ext. r 54 www.horsleywitten.com Sustainable Environmental Solutions s .. 6, Please consider the environment before printing this e-mail. From: McKean, Thomas [ma ilto:Thomas.McKean @town.barn stable.ma.us] Sent: Monday, March 07, 2011 10:45 AM To: Joe Henderson Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: RE: Sandy Neck Beach Septic System Good Morning, Thank you for your e-mail. Will you please explain to us what the proposal is at this point? Is there a change proposed here compared to what'was provided earlier? If yes, what is the proposed use of the building during peak versus non-peak seasons? The staff is unable to provide any comments or recommendations to the Board if we do not know what the 3/8/2011 Message Page 2 of 3 proposal is. Sincerely, Thomas McKean -----Original Message----- From: Joe Henderson [mailto:jenderson@horsleywitten.com] Sent: Friday, March 04, 2011 9:46 AM To: McKean, Thomas Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: Sandy Neck Beach Septic System Good Morning Tom, I wanted to follow-up with you regarding the BOH meeting on February 10, 2011 for the Sandy Neck Beach Septic System application. During the meeting we talked about the extra capacity of the leaching field being 2 gallons per day, however, looking at the spreadsheet on the design plans more closely, that calculation was intended to show the Title 5 leaching area requirement, and not the actual system flow capacity for the Presby leaching field. The system flow capacity for the Presby leaching field is based on the linear feet of pipe provided. We are providing 1,440 total linear feet of pipe, which is equivalent to an allowable flow of 2,880 gpd. The Presby System design calculations along with the new allowable flow calculations are shown below. The design capacity of the system is 2,751 gpd with 129 gpd for extra capacity. I know the Board was concerned with the extra capacity in the design flow and I think this should help to alleviate their concerns. PRESBY SYSTEM Design Flow 2,751 No. Beds 2 Flow per bed 1,375 max flow per section 500 # Sections 3 Table A Presby Guide Commercial per 100 gpd 50 Total L.F. Required 1,375 L.F. per section 230 L.F. per bed 688 Table C Presby Guide L.F. per section 240 L.F. per bed 720 Total L.F. 1,440 Area provided center to center spacing 5.5 spacing between pipes 0.5 Line length 60 Min. Area required(Table D Presby Guide) Commercial per 100 gpd 81 3/8/2011 Message Page 3 of 3 min area req. 2,228 area provided 2,418 ALLOWABLE FLOW Design Flow(gpd) 2,751 Commercial LF required per 100 gpd 50 Total L.F. Required 1,375 Total L.F. Provided 1,440 Allowable Flow(gpd) 2,880 Extra Capacity(gpd) 129 Regarding the conditions on the approval, I wanted to clarify that Nina and our understanding is the condition on the change of use of the building was intended for the peak beach season, which his primarily from Memorial Day to Labor Day between 10AM and 5PM when the parking lot is expected to be full. We would like to include that language in the approval letter if possible. Please accept this email letter as our submission for the March 8, 2011 Board of Health hearing. Thanks, Joe Joe Henderson, P.E. Project Engineer Horsley Witten Group, Inc. 90 Route 6A,Sandwich,MA 02563 508-833-6600 Ext.154 www.horsleVwitten.com Sustcinable Environmental Solutions Please consider the environment before printing this e-mail. 3/8/2011 Message Page 1 of 3 McKean, Thomas From: Joe Henderson [Henderson@horsleywitten.com] Sent: Monday, March 07, 2011 3:58 PM To: McKean, Thomas Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: RE: Sandy Neck Beach Septic System Tom, We are asking the Board to reconsider the condition of the approval that the water use be monitored to evaluate how often the design flow is exceeded and the potential future restrictions on use. The approved plans show an extra capacity for the system of 129 gpd, as I mentioned in my email below. The 2 gallons per day mentioned in the previous hearing was part of the Title 5 leaching area requirement, and not the actual system flow capacity for the Presby system. There is no change in the design plan as previously approved. Peak flow for the beach is primarily from Memorial Day to Labor Day between 10AM and 5PM when the parking lot is expected to be full. Thanks, Joe Joe Henderson, P.E. Project Engineer Horsley Witten Group, Inc. 90 Route 6A,Sandwich, MA 02563 508-833-6600 Ext. 154 www.horsleywitten.com Sustainable Environmental Solutions b Please consider the environment before printing this e-mail. From: McKean, Thomas [ma ilto:Thomas.McKean @town.barnstable.ma.us] Sent: Monday, March 07, 2011 10:45 AM To: Joe Henderson Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: RE: Sandy Neck Beach Septic System Good Morning, Thank you for your e-mail. Will you please explain to us what the proposal is at this point? Is there a change proposed here compared to what was provided earlier? If yes, what is the proposed use of the building during peak versus non-peak seasons? The staff is unable to provide any comments or recommendations to the Board if we do not know what the 3/8/2011 Message Page 2 of 3 proposal is. Sincerely, Thomas McKean -----Original Message----- From: 3oe Henderson [mailto:jhenderson@horsleywitten.com] Sent: Friday, March 04, 2011 9:46 AM To: McKean, Thomas Cc: Crocker, Sharon; Coleman, Nina; Tim Sawyer; Brian Kuchar Subject: Sandy Neck Beach Septic System Good Morning Tom, I wanted to follow-up with you regarding the BOH meeting on February 10, 2011 for the Sandy Neck Beach Septic System application. During the meeting we talked about the extra capacity of the leaching field being 2 gallons per day, however, looking at the spreadsheet on the design plans more closely, that calculation was intended to show the Title 5 leaching area requirement, and not the actual system flow capacity for the Presby leaching field. The system flow capacity for the Presby leaching field is based on the linear feet of pipe provided. We are providing 1,440 total linear feet of pipe, which is equivalent to an allowable flow of 2,880 gpd. The Presby System design calculations along with the new allowable flow calculations are shown below. The design capacity of the system is 2,751 gpd with 129 gpd for extra capacity. I know the Board was concerned with the extra capacity in the design flow and I think this should help to alleviate their concerns. PRESB Y S YSTEM Design Flow 2,751 No. Beds 2 Flow per bed 1,375 max flow per section 500 #Sections 3 Table A Presby Guide Commercial per 100 gpd 50 Total L.F. Required 1,375 L.F. per section 230 L.F. per bed 688 Table C Presby Guide L.F. per section 240 L.F. per bed 720 Total L.F. 1,440 Area provided center to center spacing 5.5 spacing between pipes 0.5 Line length 60 Min. Area required(Table D Presby Guide) Commercial per 100 gpd 81 3/8/2011 Message Page 3 of 3 min area req. 2,228 area provided 2,418 ALLOWABLE FLOW Design Flow(gpd) 2,751 Commercial LF required per 100 gpd 50 Total L.F. Required 1,375 Total L.F. Provided 1,440 Allowable Flow(gpd) 2,880 Extra Capacity(gpd) 129 Regarding the conditions on the approval, I wanted to clarify that Nina and our understanding is the condition on the change of use of the building was intended for the peak beach season, which his primarily from Memorial Day to Labor Day between 10AM and 5PM when the parking lot is expected to be full. We would like to include that language in the approval letter if possible. Please accept this email letter as our submission for the March 8, 2011 Board of Health hearing. Thanks, Joe Joe Henderson, P.E. Project Engineer Horsley Witten Group, Inc. 90 Route 6A,Sandwich,MA 02563 508-833-6600 Ext. 154 www.horsleywitten.com Sustainable Environmental Solutions qx b Please consider the environment before printing this e-mail. 3/8/2011 McKean, Thomas From: Stanton, David Sent: Tuesday, February 08, 2011 11:00 AM To: McKean, Thomas Subject: Comments for tonight's BOH hearing Tom, Here are the suggestions for the following locations: 425 Sandy Neck-Town Beach- Like new plan design, possibly have gatehouse enforce no buses (i.e. school, tour, etc) for the proposed additional building (i.e. "cultural interpretive center", "class room"...) at the site, during peak beach season when the-pgarking lots are full. ., 02/08/2011 14:08 5088333150 HORSLEY WITTEN GROUP PAGE 01/01 FW-E5,2011 13:55 From:®ARN5T HEALTH IMST905304 To-5088333150 Town of Barnstable OF Board of Health 200 Main Street -IJysnnis NSA 02601 AMIAM Agreement to Exteiid Time Limit for Acting Upon a Variance Request ,+ @r✓n /'t In the MKKar of a variarx:e vuq st ferias received an I � �� � ,e:�E/d �1 the Petitioner(s), e t1 - �p j ,J ti7 L[/✓jP/� regarding the property at " / S'� �[' was w the petitioners)and the Board of Health agree that Q Board of Hen has untiljl,7rA /b (Insert date)to act upon the tatitionwo'completed application fora variance. In executing tHs Agreement, the Petitioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. P$kikigner{s): Board of Hewalft Signature: f Signature: .,� uencr(s)at Pookmaea Representative +;i�a�man Print: ,/� / Print Wayne Miller,M.D. Date-if Z l °i ( Dato: Address of Petitioners)or PetItioner's Raprcwtative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508)862-4644 Fax: (508)790-6304 610 q:Wland.doc Pj Town of Barnstable �p THE Tp� Board of Health +-EMMSrABLE. 200 Main Street - Hyannis MA 02601 MASS. 9� 1639. � HIED MA'S A Agreement to Extend Time Limit for Acting Upon a. Variance Request In the Matter of a variance request form received on T , /U the Petitioner(s), 0 40 14r /► ,,,,/n� ;) regarding the property at 1, /VAC the petitioner(s)and the Board of Health agree that t e Board of Health has until /d (insert date)to act upon the Petitioners' completed application for a variance. In;executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature Signature: Petitioner(s)or Petitioner's Representative Chairman Print: Print: Wayne Miller, M.D. Date: Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc Horsley Witten Group Sustainable Environmental Solutions 90 Route 6A Sandwich,MA • 02563 T Tel:508-833-6600 Fax:508-833-3150 wwwhors/eywitten.coin _,,.•f January 27, 2011 Mr. Thomas McKean,Director Barnstable Board of Health / Town of,Barnstable CI 200 Main Street 7� y Hyannis,MA 02601 Re: Revised Plan Submittal 263-001 —425 Sandy Neck Road, W.Barnstable Dear Mr. McKean: Please find enclosed modified design plans for the septic system upgrade at the above referenced location. The original design included a new 7,000-gallon one-compartment septic tank, 3,500-gallon one- compartment septic tank,distribution box, and Presby Enviro-Septic leaching field to treat 3,246 gallons per day(gpd) of design flow and was approved by the Board of Health(BOH)in a letter dated September 8, 2010. Because of recent concerns with erosion observed on the north side of the parking lot closest to the beach and new information regarding the use of the proposed future Cultural Interpretive Center (CIC), we have revised the design plans as follows: 1. The proposed leaching field is located approximately 17.5 feet from the end of the existing parking lot and a slope down to the beach. During recent site visits, erosion along the slope down to the beach was observed and concerns were raised with the long term safety of the proposed leaching field. To maximize the separation from the eroding area,the proposed leaching field will been moved south,further away from the slope,but still outside the 160-foot well setback. The septic tanks sizes will remain the same as shown on the previous plans,as the contractor has already manufactured the tanks. 2. The original design flow shown on the approved design plans dated July 9,2010 includes 495 gpd for the future CIC building. The flow was based on a future function hall use. In talking to —--. the Town further about the use of the proposed function hall,the Town confirmed that the hall will only be used as a three-season exhibit structure. The hall will not be provided with a water or sewer connection. With this information,the design flow of the septic system will be reduced to 2,751 gpd(=3,246 gpd—495 gpd). The modified design plans reflect a reduced leaching field area. Reducing the leaching field size allows the field to be located further south,which maximizes the separation distance from the edge of the parking as mentioned above. Also,the previous approved variances will remain and no additional variances are required for the modified system. The above modifications increase the separation between the edge of the parking lot and proposed leaching fields from approximately 17.5 feet to 43.2 feet and alleviate the beach erosion concerns. Please let me know if you have any questions or comments. Thank you for your consideration and we, look forward to meet with you on the next BOH hearing on February 8,2011. i t 1 0 lie Mr. Thomas McKean January 27, 2011 Page 2 HORSLEY WITTEN GROUP, INC. h t t. Senior Project Manager-Engineering Enclosures 1-1 Pro s .'iiL°bi29.c,i ` :6 1 r;:n];,,,�?..7n'r rd 1)1;i1 `,. I R 1..V[ I Message Page 1 of 2 McKean, Thomas From: McKean, Thomas Sent: Monday, January 24, 2011 11:45 AM To: 'jenderson@horsleywitten.com' Cc: Stanton, David; Coleman, Nina Subject: Re: Sandy Neck Beach Septic System Please write a request for the modifications of the plan to the Board of Health. We will then schedule a public meeting. From: Joe Henderson <jhenderson@horsleywitten.com> To: McKean, Thomas Cc: Stanton, David; Tim Sawyer <Tim@capearchitects.com>; Brian Kuchar <bkuchar@horsleywitten.com> Sent: Mon Jan 24 10:54:45 2011 Subject: Sandy Neck Beach Septic System Good Morning Tom, I have two questions for you regarding the new Sandy Neck Beach bathhouse septic design that was approved in September 2010 by the BOH (See attached approval). 1. As construction activities at the site are beginning, we have recently observed some erosion on the north side of the parking lot closest to the beach (see attached photos). We would like to slide the leaching field and septic tanks approximately 14-feet south to maximize the separation distance to the erosion observed during these severe storms. Conservation has already signed off on this modification. See the attached relocated septic system sketch (SK-1). 2. The design flow includes 495 gpd for a future building labeled as the Cultural Interpretive Center on the design plans. The flow is based on a future Function Hall use. In talking to the Town further about the use of the building, the building will only be used as 3 season exhibit structure. No running water or sewer connection are provided. We are considering reducing our flow and leaching field size according to the new information on this structure. This will also help maximize the separation distance from the northern portion of the leaching field to the edge of the parking lot as mentioned above. See the attached reduced system footprint sketch (SK-2). In both cases the systems will be located outside the well buffer zone a'nd no additional variances above what have already been approved are required. At a minimum we would like to move the leaching fields as described in item 1 above and we are hoping to do so without a hearing as construction will be beginning soon. If we can make both changes without a hearing that would be ideal. Please review the attached information and let me know if you have any comments. If we could get an answer sometime tomorrow that would be very helpful. Thanks, Joe Joe Henderson, P.E. Civil Engineer 1/24/2011 Inspection No. 2-Beach Erosion page 3 PHOTOS: or ,y✓r% .a,y .. a left- Figure 1 Dune erosion along the beach downgradient from the proposed leachfield location— looking southeast from Sandy Neck Beach. Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 2-Beach Erosion page 4 I ,tip�. �b A��.. ��• • _ 1w � �' Figure 2 Dune erosion along the beach downgradient from the proposed leachfield location looking southwest from Sandy Neck Beach. The construction fence/limit of work can be seen in the background. Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 2-Beach Erosion page 5 %" x ' i l \ > S . r r 4s u F3 --V. r -l- _ UPj Figure 3 Dune erosion along from top of dune looking northwest from top of slope along the construction fence Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 r • Inspection No. 2-Beach Erosion page 6 x ..� . _ � y1i►.t r � ' Figure 4 Looking northwest from top of slope parking area along the construction fence Horsley Witten Group, Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 r • Inspection No. 2-Beach Erosion page 7 rnum a rN�on.c _ AREA of McMON 31 FauY+ 1F—te • 1 J1. ~ ��. � f �'tr .wawo / '/`J /, t CLE%:.25AY r . ' L IP 7 O. 1 ' F�, C (Soi We SU C+x) l 1'���� o l+. v TP®3 EP14 SILT race ,���5...• F"VW OYSi+IR9[C rf3+ rA tY I 5i \ OiIR[fIM AIERICNI . '? Si.`_- �C4j 73 muRea m PAL ',( z'z , 'a1 ., .,_-}•ANAOtp,tc Doom + ` r ) wNm.urrnc[It vvcE r ,. _-�t''S'�'-�T y.' aw`san I.• , + RFRAdI aSrwazO / r' Zy ` iS. \\ / I i� N LM or wO[% I aom OLTAL w pfi B 5[T+CC w/2-2'ImvE'' , / Y `� w '^ti:..:' i' / r } Rf/8t GR135 (SIlPCY k srNa or A- / �5 i� -�_ ,, . -� '� adNRm m orrrn ' (sE[S.E owr rgrEs) zt z \ i ♦ •\ - aa�+uRmx Neu '� r Nm/ml ruxrlwleR dsxtRPrlerrl exsw e.s,u.. 2p •- • EnnlEernea u l `� � '''X _odrrou ner zx.ao... LOW eY o EM ��. /,/.. \� /P� f 1P SCowUR.FOpgr.Y -.' - .� \1 6•.8•RCOIIFO[eRAVB[R .� P l ulmERwuw 30 b_ Rw-xaao CiOIE STr Irohku ""v+r rR(sT-les•+ '+15- 4"f' OUKE"' n OiSRRrE[d ouR[ ' r e�}•• I � .7: r/� 1 4 'f '' �.,. :� ♦ '�.OgRE1Ftl11O11 ONLEr-•..�.. _ ��t+ 1 1 Jr 1 I I I 1 ''� 4 .. ` MRrW N7.15.A1 - r' / 0 j\ t•� //! f �• b8. J.! i/ /�'f r l`llr \ `. �` xm+cEauuelwaE LATER,m_ _: / + (t+ ,IEw Mrim(9[ErfOV..2 Y x4 Sr Ox SIIfUILE EI,[V.- YOD y ; j��_ ',• ✓ %' �.Eucmt-.Pw+sl+_f!t'f ..� �;a`� 1 \ ♦ ''A g. 1 \ ✓'. aEErwa¢n Gmi Rizro I \1 j i �" 1, + j +I `I + '•„ ;-°x 1 + MX(s[[nEcr uc wNsJ �� 1 0 / CA e i ' t +. '¢z 0 + / 1 SERM TO I I i 't '' -'�< 8. I + ( �}+•f / ' �(MOT IN \ R' T" tf'uo1L gt p Lam suBmi �. ✓..f l` � yr/ /� �? ', ��sn�, ._'�•'` /A Figure 5 --- Sketch of area of erosion Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 ' Town of Barnstable Geographic Information System January 28, 2011 Vt Z'� •r .. - _ -...rrP.: _, -.- . I elk t,t: . ` M1 'AsE� , 3. 1, rt� -'a J ' .�, ., � �- l � � y. .e-*+`.� e .c' .. Y ,Y- .,,fir..•..�F a 7 Ilk, f' �„�� +.�� .41 � ..,�,f py'�.w ..d.• -�....-., �0..,� ,. c�.--`:`. w �.,- •\4 y,.�' '��:.�;r r.�` irt ..,., '.,r,R n I Ilk 04 1 - y a e J Y 0 14 Feet r DISCLAIMERS:This ma is for planning y q 9 Map:263 Parcel:001 Selected Parcel p' p g purposes only. It is not adequate for legal boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:BARNSTABLE,TOWN OF(CON) Total Assessed Value:$18982700 1"=100'may not meet established map accuracy standards. The parcel lines on this map .� are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:CONSERVATION COMMISSION Acreage:1188.31 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:425 SANDY NECK ROAD such as building locations. Buffer W+ Aerial Photos Taken July 10,2009 `I BEACH ORIGINAL WASTEWATER RELOCATED WASTEWATER LEACHING FIELD LOCATION_ ��/�--- LEACHING FIELDS 42.8 � -- r , 17.5' A 1 t ORIGINAL DISTRIBUTION / LIMIT WORK , ( BOX AND SEPTIC TANK UNCHANGED •' I LOCATIONS f 2 �.^ 0 � A \ ~ i t A RELOCATED SEPTIC TANKS A ND DISTRIBUTION BOX `=- _ � Horsley Witten Group _ Sustainable Environmental Solutions w .honleywlffen.=m _ \ yi;;.-\--'" North Reduced System Footprint Sketch New Bathhouse and Garage c ( 0 20 Sandy Neck Beach ( Barnstable MA Scale ili Feet SK-3 01/24/11 JH 6129 WW-SKETCH-NO CIC FLOW.dwg ti May 5, 2011 REPORT REGARDING SEPTIC SYSTEM INSTALLATION INSPECTION AT SANDY NECK On or about May 2, 2011, Health Inspector David Stanton stated that he heard that the new septic system at Sandy Neck was apparently covered over without first obtaining an inspection from the approving authority (from a Town of Barnstable Health Division, health inspector). After hearing about this on the morning of May 3, 2011 the Director Thomas McKean telephoned Nina Coleman, Sandy Neck Chief Ranger, to inquire about this. She said she will have to call him back. Later that morning. Ms. Coleman called Mr. McKean back and informed him that the contractor said he telephoned the Health Division Office and was informed an inspection was not required at a"controlled construction job" Mr. McKean responded that all septic systems require inspections by the Board of Health or it's agent(s). Later that day, on May 3, 2011 an e-mail was received from Tim Sawyer of the Brown. Lindquist Fenuccio&Raber Architects Inc. which read as follows : "The site foreman contacted your office as installation was starting (to) inquire as to whether your department required their own inspections and was told that since this is a controlled construction job,the health department did not need to inspect so long as the engineer was inspecting (see attached e-mail) Mr. McKean responded that all septic systems require inspections (see e-mail attached). On Thursday May 5, 2011, the designing engineer Joseph Henderson, the Project Manager John Juros, and employees of Robert Our Company met with Thomas McKean, David Stanton, and Donald Desmarais regarding the septic system issue. Mr. Juros explained that he would be willing to uncover a portion or portions of the SAS, but to uncover the entire SAS, it would delay the project approx. one month because there is a laver of pavement over the top of the septic system. He further stated that the Town Manager wants the facility to be open for the Memorial Day week-end. Mr. Juros stated that he and his assistant Rebecca Nickerson, DPW Building Inspector regularly observed the construction of the septic system twice daily and took multiple photographs during construction. Also, the designing engineer, Tom Lee, P.E. and/or Joe Henderson conducted four inspections during the installation of the system , took multiple photographs and will certified in writing that the system was installed in accordance with the approved engineered design plans. Immediately after this meeting was held, Mr. McKean telephoned Brian Dudley of DEP and Wayne Miller, M.D to report the problem. Mr. Dudley stated that"due to the level of municipal oversight during the construction of the septic system at Sandy Neck, this satisfies the requirement in Title 5 regarding inspections by the approving authority." Later that afternoon, on May 5, 2011, Health Inspector Donald Desmarias, RS. went and did a visual inspection on May 5, 2011 at Sandy Neck and saw the insides of the two septic tanks, D Box and the two inspection ports. From what he saw, it appeared all the piping was installed correctly.. During discussions with Wayne Miller M.D. and Brian Dudley, it was determined that a certificate of compliance will be issued after the following items are received: • Written certification from the designing engineer that the system was installed in accordance with the approved engineered design plans. • As-built card • A letter from the Project Manager, John Juros, A.I.A., that he and his assistant, Rebecca Nickerson, DPW Building Inspector regularly observed the construction of the septic system • Photographs - Multiple photographs were taken by the designing engineer and project engineer during construction. Thomas McKean 1' r v E-MAILS May 3, 2011 Mr. Mckean, It has come to my attention that you have concerns that our office has not provided the Health Department the opportunity to comment on the proposed design of the Sandy Neck bathhouse concessions area and that you had not been provided the proper plans, product cuts etc. Based on the May 25th 2010 site plan review comments received by this office (See attached), we submitted on June 7th, 2010, to your attention and as requested,full size architectural floor plans, plumbing drawings, mechanical draws and all associated equipment and fixture cuts (See attached transmittal). All interior finishes are in compliance with health department guidelines for wash ability(Le. RFP walls and ceiling, seamless epoxy flooring system). We did not receive any additional comments or requests from your office so we considered the submitted materials and documentation satisfactory. The contractor received a full building permit late fall 2010 and proceeded with construction. Additionally I have heard there were concerns that no septic installation inspections had been done. The Horsley Witten Group has been acting as the civil engineering consultant on this job and has performed 4 separate inspections during the septic installation process (See attached waste water inspections 3-6). The site foreman contacted your office as installation was starting to inquire as to whether your department required their own inspections and was told that since this is a controlled construction job, the health department did not need to inspect so long as the engineer was inspecting. It is always our goal to comply with all regulations and requirements for a given job and that was our intention in this case as well. I hope the attached information satisfies your concerns but feel free to contact me if you have any further questions or need additional information. The project is scheduled to be completed by the end of this month so if there are any issues we would like to resolve them ASAP. Thank you. Tim Sawyer Brown Lindquist Fenuccio&R.aber Architects Inc. 203 Willow Street Suite A Yarmouthport, MA 0267.5 www.capearchitects.com Office: 508.362.8382 ext 17 Cell: 508.367.9820 E-MAIL RESPONSE FROM THOMAS MCKEAN May 4, 2011 Of great concern, there appears to be a major misunderstanding in regards to the septic system. All septic systems are inspected by Health Division staff prior to the issuance of a certificate of compliance. The engineers do not conduct these inspections for us. Sincerely, Thomas McKean Page 1 of 1 McKean, Thomas From: Tim Sawyer[Tim@capearchitects.com] Sent: Tuesday, Y Ma 03 2011 2:19 PM To: Health Cc: Juros, John; Nickerson, Rebecca; krjoudrey@robertbour.com; Coleman, Nina; Rick Fenuccio Subject: Sandy Neck Bathhouse- Health Department concernes Mr. Mckean, It has come to my attention that you have concerns that our office has not provided the Health Department the opportunity to comment on the proposed design of the Sandy Neck bathhouse concessions area and that you had not been provided the proper plans, product cuts etc. Based on the May 25th 2010 site plan review comments received by this office (See attached), we submitted on June 7th, 2010,to your attention and as requested,full size architectural floor plans, plumbing drawings, mechanical draws and all associated equipment and fixture cuts (See attached transmittal). All interior finishes are in compliance with health department guidelines for wash ability(i.e. RFP walls and ceiling, seamless epoxy flooring system). We did not receive any additional comments or requests from your office so we considered the submitted materials and documentation satisfactory. The contractor received a full building permit late fall 2010 and proceeded with construction. Additionally I have heard there were concerns that no septic installation inspections had been done. The Horsley Witten Group has been acting as the civil engineering consultant on this job and has performed 4 separate inspections during the septic installation process(See attached waste water inspections 3-6). The site foreman contacted your office as installation was starting to inquire as to whether your department required their own inspections and was told that since this is a controlled construction job,the health department did not need to inspect so long as the engineer was inspecting. It is always our goal to comply with all regulations and requirements for a given job and that was our intention in this case as well. I hope the attached information satisfies your concerns but feel free to contact me if you have any further questions or need additional information. The project is scheduled to be completed by the end of this month so if there are any issues we would like to resolve them ASAP. Thank you. Tim Sawyer Brown Lindquist Fenuccio & Raber Architects Inc. 203 Willow Street Suite A Yarmouthport, MA 02675 www.capearchitects.com Office: 508.362.8382 ext 17 Cell: 508.367.9820 Fax: 508.362.2828 5/20/2011 i Horsley Witten tiro ;uip . � Sustainable Environmental Solutions 90 Route 6A Sandwich,MA • 02563 Te1.508-833-6600 • Fax.508-833-3150 • www.horsteywitten.com May 6, 2011 Mr. Thomas McKean,Director Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis,MA 02601 Re: Engineering Certification Letter Sandy Neck Beach—425 Sandy Neck Road Dear Mr. McKean: Pursuant to the Board of Health approval letter dated September 8, 2010 and the most recent Board of Health meeting on March 8, 2011, HW is providing this letter to certify that the wastewater treatment system at the site referenced above was installed substantially according to the approved design drawings Titled"New Bath House and Garage, Sandy Neck Beach, Barnstable Massachusetts, Wastewater Plan and Details, Wastewater Details, dated July 23, 2010", revised January 27, 2011. Please feel free to contact me if you have any questions. Sincerely, HORSLEY WITTEN GROUP, INC. GF/�i°,�tie_ P. (Tom) Lee,P.E. Senior Project Manager- Engineering HAProjects\2006\6129 Penuccio-San.dy Neck\Construction Admin\Correspondence\110505-BOH Letter W W Cert.Compliance- 6129:doc Horsley W'tten Group Sustainable Environmental Solutions ►�•,,J 90 Route 6A • Sandwich,MA • 02563 Tel.508-833-6600 • Fax:508-833-3150 •www.horsteywitten.com ) Letter of Transmittal TO: Thomas Mckean, Director DATE: 05/06/11 JOB NO. 6129 Barnstable Health Division RE: Sandy Neck Beach—Certificate of 200 Main Street Compliance Submittal Hyannis, MA 02601 WE ARE SENDING YOU: Via: US Mail THE FOLLOWING: X Report Prints X Plans X Shop Drawings Specifications Copies Check Contract Documents 1 Copy-Engineering Certification Letter 1 Copy—Installer&Designer Certification Form 1 Copy—Approved Engineering Design Plans(2 sheets) 1 Copy—Engineer Wastewater Inspection Forms(Inspections#3-6, 8) 1 Copy—Shop drawing Approvals( Submittal#3, 11, 12, 14, 15 and 31) 1 Copy-Contractor Construction Photos(21 total) 1 Copy—Engineer Construction Photos(27 total) 1 Copy—Owners Project Manager's Construction Photos(48 total) REMARKS: Tom, Attached is the submittal for the Certificate of Compliance. Please let me know if you have any questions or need additional information. Thanks Joe COPY TO: SIGNED: Joe Henderson Town of Barnstable tNE r Barnstable Department of Public Works Administration&Technical Support Division A"merleaCBy * sA>R1vsrAs[.E, + 800 Pitcher's Way,Hyannis,MA 02601 MAs9. www.town.barnstable.ma.us 1639. 11 RFD MA'I A 2007 John W.Juros,AIA Mark Marinaccio 508.790.4823 Owner's Project Manager Rebecca Nickerson 508.790.4828 Voice 508.790.3624 NancyLee Cormier 508.790.4813 Fax 508.790.6344 MEMO Date: May 9, 2011 To: Tom McKean,jeprtment of Health From: John Juros, ARe: Septic Systemnce Sandy Neck Beach Park Project Distribution: Tim Sawyer, BLFR Joe Henderson, H-W Mark Ells, DPW Bob Canevazzi,DPW Nina Coleman, SNBP The septic system at this project was installed by the Robert B. Our Co., Inc. (RBO) and was designed and inspected throughout its construction by professional civil engineers, Tom Lee, PE and Joe Henderson and his administrator, Brian Kuchar, who also did the storm water system, both of the Horsley Witten Group(H-W). Their engineering inspection reports and photos are attached along with the certification of the project. In addition, Rebecca Nickerson, a DPW building designer, with her construction supervisor's license, has regularly observed its construction and attached are her site photos taken throughout the process. Thru mis-communications with the Department of Health (DOH) by the General Contractor, the inspection request was not called into the Department properly. The site inspections were performed by the design professional engineering firm, (H-W), the reports of which are attached. As the TOB DPW Owner's Project Manager, to my best information, knowledge and belief, the septic system was designed, approved by the DOH, constructed by RBO, submittals reviewed and approved and the installation inspected by H-W and further, finally the completed project inspected by the DOH through manholes, such that I find the work to be acceptable to the Town Of Barnstable. I respectively request that the DOH find this installation to be in compliance with your regulations and acceptable to the DOH. Yam, N OWertical Construction\ACTIVE PROJECTS\SANDY NECK BEACH PARK\Bath House Project&Permitting\Memos,emailsWlemo -Septic System Acceptance 0509111.doc i Tuesday July 19,2011 McKean,Tom-to John Juros: Are you available at 3:30 TO GO OVER THE SAND NECK SEPTIC SYSTEM PICTURES? THE BOARD MEMBERS ARE CALLING ASKING ME ABOUT IT. Juros,John -790-6324: yes...what's this about? McKean,Tom-4640:The Board is questioning the installation of the system Was it partially installed?The Pictures do not Show all of the sections Juros,John -790-6324: O-course it was fully installed, inspected by your field staff. You have a pile of photos which should cover the subject. If they need more comfort,then I suggest Jim Henderson or Tom Lee of Horsley Witten and RB Orr co would be the ones to defend what was built. I thought this was old news. You have the certifications and stamps. D:)you want the engineer and builder to meet with someone? I would not be the best one. McKean,Tom-4640: Dr. Miller will meet with me tomorrow instead first. We may be able to resolve this ourselves by looking closer at the photographs Juros,John-790-6324 : 1 thought the job was well done, fully inspected by the engineer and certified with reports, photos, and professional stamps. I can't do better than this.(although it would have been great if they had your staff out as they should -iave been...but now they all know better.) Let me know what else I can do for you. Thanks. 4 7 l Town of Barnstable �oFIKEr4 Regulatory Services e� Thomas F. Geiler,Director ATAS& � Public Health Division �A ie39.A`� Thomas McKean,Director jf0 hhA'� 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: (Q 17.0)1 Sewage Permit#2910 M so Assessor's Map/Parcel v3 DO I Installer&Designer Certification Form Designer: Y l t 1. tom,%dj�44M Installer: B- 0 Co -taaj� 'fine. Address: O1O �� 6A Address: 24 G+iea+ We,,,A ey-n V—'C1. On 96e_(4- GIL(tAAs issued a permit to install a (date) (installer) septic system at 13aryAU N ex L F)e.ii Ck based on a design drawn by (address) s 6/ rWIT /D/lam Zee_—f dated �I (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 certified as-built by designer to follow. Stripout(if requiyed _ meted and the soils were found satisfactory. r N jOF `\ t� � • m � � � � FAT PIU �M (Installer's Signature) No'�ste� AL ?' esigner s Signature) (Affix Design pHere) 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:loflice fonnsWesignercertification fonu.doc L� s . _ wnw.� _j _his tf ti ............ — t /'� �-• es Atha L , ll c - , • Has coa�a� feted the; Presb Env�-orirnental Vic. P , nvue...................... ............ c erticaon :ors = h 1 hf 1 .......... e d ars le d; V t si the - state or murc� a1 llcens.es rna be re uu-ed`. Y: 99 2007 V �T Date of tr g David Presb Y President and CEO Certificate N®: 5697MAES Presby Environmental, Inc. l � Q:\SEPTIC1Sandy Neck TM Notes on Septic May201 l.doc May 5, 2011 REPORT REGARDING SEPTIC SYSTEM INSTALLATION INSPECTION AT SANDY NECK On or about May 2, 2011, Health Inspector David Stanton stated that he heard that the new septic system at Sandy Neck was apparently covered over without first obtaining an inspection from the approving authority (from a Town of Barnstable Health Division, health inspector). After hearing about this on the morning of May 3, 2011 the Director Thomas McKean telephoned Nina Coleman, Sandy Neck Chief Ranger, to inquire about this. She said she will have to call him back. Later that morning, Ms. Coleman called Mr. McKean back and informed him that the contractor said he telephoned the Health Division Office and was informed an inspection was not required at a"controlled construction job" Mr. McKean responded that all septic systems require inspections by the Board of Health or it's agent(s). Later that day, on May 3, 2011 an e-mail was received from Tim Sawyer of the Brown Lindquist Fenuccio&Raber Architects Inc.which read as follows: "The site foreman contacted your office as installation was starting (to) inquire as to whether your department required their own inspections and was told that since this is a controlled construction job, the health department did not need to inspect so long as the engineer was inspecting (see attached e-mail). Mr. McKean responded that all septic systems require inspections (see e-mail attached). On Thursday, May 5, 2011, the designing engineer Joseph Henderson, the Project Manager John Juros, and the employees of Robert Our Company met with Thomas McKean, David Stanton, and Donald Desmarais regarding the septic system issue. Mr. Juros explained that he would be willing to uncover a portion or portions of the SAS, but to uncover the entire SAS, it would delay the project approx. one month because there is a layer of pavement over the top of the septic system. He further stated that the Town Manager wants the facility to be open for the Memorial Day week-end. Mr. Juros stated that he and his assistant Rebecca Nickerson, DPW Building Inspector regularly observed the construction of the septic system twice daily and took multiple photographs during construction. Also, the designing engineer, Tom Lee, P.E. and/or Joe Henderson conducted four inspections during the installation of the system, took multiple photographs and will certified in writing that the system was installed in accordance with the approved engineered design plans. Immediately after this meeting was held, Mr. McKean telephoned Brian Dudley of DEP and Wayne Miller, M.D to report the problem. Mr. Dudley stated that "due to the level of municipal oversight during the construction of the septic system at Sandy Neck, this satisfies the requirement in Title 5 regarding inspections by the approving authority." Later that afternoon, on May 5, 2011, Health Inspector Donald Desmarais, R.S. went and did a visual inspection on May 5, 2011 at Sandy Neck and saw the insides of the two septic tanks, D Box and the two inspection ports. From what he saw, it appeared all the piping was installed correctly. Page 1 of 3 f Q:\SEPTIC\Sandy Neck TM Notes on Septic May201 l.doc During discussions with Wayne Miller M.D. and Brian Dudley, it was determined that a certificate of compliance will be issued after the following items are received. ■ Written certification from the designing engineer that the system was installed in accordance with the approved engineered design plans. ■ As-built card ■ A letter from the Project Manager, John Juros, A.I.A., that he and his assistant, Rebecca Nickerson, DPW Building Inspector regularly observed the construction of the septic system ■ Photographs—Multiple photographs were taken by the designing engineer and project engineer during construction. Thomas McKean Page 2 of 3 I f _ a ' Q:\SEPTIC\Sandy Neck TM Notes on Septic May201 I.doc E-Mails May 3, 2011 Mr. Mckean, It has come to my attention that you have concerns that our office has not provided the Health Department the opportunity to comment on the proposed design of the Sandy Neck bathhouse concessions area and that you had not been provided the proper plans,product cuts, etc. Based on the May 25`h 2010 site plan review comments received by this office (See attached),we submitted on June 71h, 2010,to your attention and as requested, full size architectural floor plans,plumbing drawings,mechanical draws and all associated equipment and fixture cuts (See attached transmittal). All interior finishes are in compliance with health department guidelines for wash ability(i.e. RFP walls and ceiling, seamless epoxy flooring system). We did not receive any additional comments or requests form your office so we considered the submitted materials and documentation satisfactory. The contractor received a full building permit late fail 2010 and proceeded with construction. Additionally I have heard there were concerns that no septic installation inspections had been done. The Horsley Witten Group has been acting as the civil engineering consultant on this job and has performed 4 separate inspections during the septic installation process (See attached waste water inspections 3-6). The site foreman contacted your office as installation was starting to inquire as to whether your department required their own inspections and was told that since this is a controlled construction job, the health department did not need to inspect so long as the engineer was inspecting. It is always our goal to comply with all regulations and requirements for a given job and that was our intention in this case as well. I hope the attached information satisfies your concerns-but feel free to contact me if you have any further questions or need additional information.. The project is scheduled to be completed by the end of this month so if there are any issues we would like to resolve them ASAP. Thank you. Tim Sawyer Brown Lindquist Fenuccio&Raber Architects Inc. 203 Willow Street Suite A Yarmouthport,MA 02675 www.capearchitects.com. Office: 508.362.8382 ext 17 Cell: 508.367.9820 E-MAIL RESPONSE FROM THOMAS MCKEAN May 4, 2011 Of great concern,there appears to be a major misunderstanding in regards to the septic system. All septic systems are inspected by Health Division staff prior to the issuance of a certificate of compliance. The engineers do not conduct these inspections for us. Sincerely, Thomas McKean Page 3 of 3 McKean, Thomas From: Desmarais, Donald Sent: Thursday, May 05, 2011 3:41 PM To: McKean, Thomas Subject: Sandy Neck septic system Tom, I went and did a visual inspection at Sandy Neck and saw the insides of the two septic tanks, D Box and the two inspection ports. From what I saw it appeared all the piping was installed correctly. Donald Desmarais R.S. Health Inspector Town of Barnstable 508-862-4740 1 L May 9. 2011 BACKGROUND: It was recently discovered that the contractor Robert Our, covered over the septic system prior to any inspections by the local approving authority. The installer stated that he called the Town Hall and was informed an inspection wasn't needed for a"controlled" project. According to John Juros, there would be approx. one month delay to the project if the B.O.H. required the contractor to remove the pavement and base covering over the top of SAS in order to provide the opportunity for an inspection by the local approving authority. He indicated that the Town is planning to open the Sandy Neck food concession, showers, etc. on or before Memorial Day. Due to the act that: 1) Health Inspector Donald Desmarias, RS. did a visual inspection on May 5, 2011 and saw the insides of the two septic tanks, distribution box and the two inspection ports of the SAS. From what he saw, it appeared all the piping was installed correctly, and 2) The designing engineer, Tom Lee, P.E. and/or Joe Henderson conducted four inspections during the installation of the system , took multiple photographs and certified in writing that the system was installed in accordance with the approved engineered design plans, and 3) The Project Manager, John Juros, A.I.A., and Rebecca Nickerson, DPW Building Inspector regularly observed the construction of the septic system and took multiple photographs during construction (attached), and 4) On Thursday May 5, 2011, Brian Dudley of DEP stated to Thomas McKean and John Juros via telephone that"due to the level of municipal oversight during the construction of the septic system at Sandy Neck, this satisfies the requirement of the provisions of the state Environmental Code, Title V, in regards to inspections by the approving authority." In addition, the Chairman of the Board of Health, Wayne Miller M.D., was apprised of these recent events. He concurred with Brian Dudley's interpretation of the Code. Therefore, the C.O.C. will be signed and approved once the following items are received: 1) As-built card 2) Designing engineer certification form (OK-Received 5/9/2011) Thomas McKean n 5 Horsley� �'� � �ey Witten Group � Sustainable Environmental Solutions 90 Route 6A Sandwich,MA • 02563 Tel:508-833-6600 • Fax:508-833-3150 wwwhorsteywitten.com y */ Letter of Transmittal TO: Town of Barnstable Date: 5/26/2010 JOB NO 6129 Board of Health RE : Perc Test Form 20 Main Street Hyannis, MA 02601 WE ARE SENDING YOU: US MAIL THE FOLLOWING: X Report(Final) Prints Plans _ Shop Drawings _ Specifications Copies CD _ Contract Documents ENCLOSED PLEASE FIND Soil Suitability Assessment for Sewage Disposal 2 ,A MAIL TO: SIGNED: Beth Kittila EA", LL r Cr CD M --4 Town of Barnstable P#— ILI Department of Regulatory Services Public Health Division Date tfi;y. 200 Main Street,Hyannis MA 02601 ' AlEO sA1d Date Scheduled a L o Time �� Fee Pd. [ U� Soil Suitability Assessment for Sewage Disposal Performed B • CJ 1IZ n�` 'b--t�`� Y• Witnessed By: LOCATION&GENERAL INFORMATION Location Address Ss r+ Gk. Owner's Name 'rUw+n o� 6or"S iob LL `9-25 5 o rrd•y r4 ex QJ C�nsc tvm.�o r, Co„rn Iks t'o�. �a.ns}dbk. ,MIN 'abst1 Address 2,100 MwinS+ OUa Assessor's Map/Parcel: )(A /,a0 I Engineer's Name 001 W'}� G'7(y i f-W• NEW CONSTRUC nON -K—� �REPAIR Telephone# S IO Z a� (o(g a a Land Use Y UJt Slopes(96) C S�V Surface Stones In � Distances from: Open Water Body ft Possible Wet Area?L(?O_ft Drinking Water Well >}SO' ft c Drainage Way 'X� ft Property Line 2ffn ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 7V �i r rya Parent material(geologic) `J��F-'"�4 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit F Estimated Seasonal High Groundwater r �� D TERAIINA,N FOR SEASONAL HIGH WATER TABLE Method Used CCCLCU�� 1� 2=QQ r Depth Observed standing in obs.hole: t d a in. Depth to soil mottles: N 1 In. Depth to weeping from side of obs.hole: t-3 lIN in, Groundwater Adjustment (�1 ft. Index Well#CiL Reading Date: Index Well level:. Adj.factor. Adj.droundw4ter Level RAJA PERCOLATION TEST Date , Time Observation Hole# ' Time at 0" Depth of Perc y`f Time at 6" Start Pre-soak Time @ 1 'w _ 71me W-6") ' End Pre-soak Rate Min./Inch I t Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/1V) le' .. rub Original:Public Health Division Observation Hole Data To Be Completed on Back- ------- J r-- rn ***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:SEPPICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole#�.._ Depth from Soil Horizon Soil Texture Soil Color Soil Surface(im) (USDA) . (Munsell) Mottling (Structure,Stones,'Boulders. —Wistelim% v it iCU•�125�t0 N� ,N 2s , F DEEP OBSERVATION HOLE LOG Hole#'T7."` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling ' (Structure,Stones,Boulders. nsi % 1-5f �C) -71 DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C i G DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. on ' e pm Flood Insurance Rate May: l Above 500 year flood boundary No_ Yes Within 500 year boundary No+./° Yes Within 100 year flood boundary No' Yes Death of Naturally Occurrine 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 R.o �' (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with ; the required training,expertise and experience described in 310 CMR 15.017. Signature `�� N l v ` Date �"Il b-1d�v QASBPTl0P13RCFORM.DOC TOWN OF BARNSTABLE LOCATION �25 5andy Nek- Ed SEWAGE # 2010 -qqO Ili VILLAGE � `� ... ,� ASSESSORS MAP&LOT G .P INSTALLER'S NAME&PHONE NO. • e" � g p y ? �9 SEPTIC'TANK CAPACITY 7600 + . 000 LEACHING FACILITY: (type) (size) 1`I-S x L Z. ea c A NO. OF BEDROOMS BUILDER OR OWNER Town o{ ar,l� � /�`° PERMIT DATE: 12"! 1 {16 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 Ke" Vo u d it e V I -C t7-' 40 0_ F 74 ° (', fJe �I C - F ryaCIA lZ 6 C Cn �° i ; T i Feelel 900® 3oao i T ST er a °=reld 9) I i j i TOWN OF BARNSTABLE LOCATION `,25 Sandy Neck Ad SEWAGE # 20/0 490 VILLAGE \40-4 i &dY1AXP ASSESSOR'S MAP&LOT 243 ° I INSTALLER'S NAME&PHONE NO. R.O.®u v On 509 q 3 z SEPTIC TANK CAPACITY 7800 + 30oo LEACHING FACILITY: (type) lutes t�e sys4-01 (size) 016 -At ?- eac1 NO.OF BEDROOMS BUILDER OR OWNER Town o l� 3,arP0 61Cw PERMITDATE: 1-21 1133110 COMPLIANCE DATE: ' Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) N, Feet Furnished by Ke K 7 o v of ve-y R• 'g,®• lot p� S 5�° p-k 90 C'- G2' G soy -F 73' 14 88 4. 8 °' fC 99' c Cn w � GT 7000 3coo � � q ° ST r:. q ��S (•Vn��1��nj No. Pod � "Ljk' d,,P -71 ull o Fee THE COMMOWWEALTIJ'DF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for Misposal *pstpm Construttiari Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. 425, �/ /� Owner's Nam4 Address,and Tel.No. Assessor's Ma /Parcel �`''�"I OF �Ann/�`�Bce� o7v sod,-{Si�2uz? P �' (�' o / nj:7 r-- O26o1 .5-0f-790--6,?. / Installer's Name,Address,and Tel.No. Designer's Name Address,and Tel.No. �l�n� ,r3. ��-ee. �,y GLae�w�,�,� �c� /./o¢st�T y w.z7�L�✓Gao� � �✓�z=6R 0.2 Sag-vat-os�o s7��ow�tl,nti4 o2sG3 fa( 8?3-CGvD Type of Building: Dwelling No.of Bedrooms X16/1$ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -?,21'16 610,0 gpd Design flow provided 3�Oa 6i0 gpd Plan Date 7-.2 3-Ili Number of sheets R Revision Date Title Neal 411d 0'44,964'—SAa/o y AILXK A--14C# Size of Septic Tank 7490 oL-5, ?Tco09-Sr Type of S.A.S. fUpj;T-- Description of Soil h1-� S6}a(✓� Nature of Repairs or Alterations(Answer when applicable) ,Gaw Afa� Date last inspected: Agreement: The undersigned agrees to ensure the construction Vintenanceore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmenthe system in operation until a Certificate of Compliance has been issued by this Board of Health. Si Date wx A lication A roved b / PP pP y Date 3 0 Application Disapproved by cr Date 9 for the following reasons Permit No. 0 r 0 —y Date Issued d L _ No. 2 O1 u - .� I G1 l,� �*v •.��t �3�U Fee -D THE COMMO WEAALTM F"RIASSACHUSETTS Enteredmcomputer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppYitation for Disposal 6p tem (�onstruttion permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) Complete System ElIndividual Components U. Location Address or Lot No. ��/ " �Q�y wU f!, /�!�*��" � Owner's Nam Address,and Tel.No. Assessor's Map/Parcel Fy. 710vm)vF ''�nr/tr'7?r3[L ?c� 3 �� �nr� r*.F t��Gol 3ba 7i0-b3s / Installer's Name,Address,and Tel.No`--- ' Designer's Name,Address,and Tel.No. /�, �1i �• �tJ? /a. fit/ G,9c.?i&X`Y?'>W /WO jwo2SlLtjNZ7Tt,`j6"?,) /P�X'6/# S?N4t-101,M4 0.2 S Type of Building: i r~ 1 r " Dwelling, No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other'Fixtures A Design Flow(min.required) J-2'16 6-l'),1' gpd Design flow provided 33JU (,{�17 d gP Plan Date 7- 2 3-149 Number of sheets ,__2 Revision Date - Title/f//(/,t/ �q,71e)jjz 0i/1/1,161--` A14,rt,- 12L- ?e 4 4� 1 Size of Septic Tank 4--5``- -?fcV 6 L s i Type of S.A.S. 42--p-rc- Description of Soil />7-/= SA 4_0 r r Nature of Repairs or Alterations(Answer when applicable) _ / d t Date last inspected: Agreement: The undersigned agrees to ensure the construction and mm intenance of th ore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enuiro ental"Code and not to ace the system in operation until a Certificate'of Compliance has been issued by this Board of He I Sign Date Application Approved by/' xl� J. Date ` Application Disapproved by Date for the following reasons - l; Permit No. 21 p - q-.0 Date Issued 1 r --------------- 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 C v r K �� at 3 �, ,�� k, /�F� has b en constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Pe t . o. o/u-(/�In dated 4 T? Installer Designer #bedrooms NIJ1- Approved design flow y 61 ,1gpd The issuance of this permit shall not be construed as a guarantee that the system will-f6riction as designed, ' Date ///��� !/ Inspector No. 2 01 d - D Fee THE COMMONWEALTH OF MASSACHUSETTS a ^� --PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS 30isposal 6psteta Construction 1 ermit Permission is hereby granted to Construct ) Repair( ) Upgrade( ) Abandon( ) System located at Lf W t " - 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:Constru ton7st be completed within three years of the date of this pe i. Date Z 11' 12 Approved by �" I le� c• L Engineer's Stamp _ rov@d t{y lAocmItted s AS r .:8itb ad misted 3_,.t.. 3; Appro vedAsNoted tZNINIlt For Record" ` Checking Is only for"oonformance with the design concept and compliance with the contract documents.Horsley Witten + Group,Inc review shall not,relieve the Sandy Neck Beach Improvements Contractor of the responsibllity for detafis Barnstable, MAof dealgn.dimenator s,etc.,necessajfor proper fabrication of the work;coordination of the work with subcontractors;and suppf m ertd all other contractual requirements. HO_ LEYVOMM GROUP,INC. CONTRACTOR: ROBERT B. OUR CO., INC. Submittal Number: U I i "Checked By: �'PL MM: -i2f3�2�rb Title:G�,� t�tC Specification Section No: Reference Drawing No:`b`� \. C-_ Deviations: None ✓ As Listed 1 s E i Representations made to the owner and engineer that the contractor has determined and verified all field , measurements and quantities, field construction'criteria, materials, catalog numbers and similar data,that he has reviewed and coordinate the information in each shop drawing with the requirements of the work and the contract documents,and hereby approves this submittal. i 0 _I t o Robert r Co. `nc Date I ENGINEER STAMP I : I 24 Great Illfestern,Road,P.O. Box 1539,Harvvich VIA 02645 Tel:509-432-0530 Fax:505-432.7057 Web;robertbour•.com i- nsiona tions I Specifica If or : ,0'1 . _ ■ __ _ _ ■ "� r�RQbeq Our co-'inc ���,_ 24 Great Western Rae - AV Pipe) Homich,MA 02545 . schedule 80 -(Grey National Pipe and Plastics, Inc.'s Schedule 40 and 80 PVC Pipe is manufactured from PVC compounds with Classification 12454B(Type 1, Grade 1 material, PVC 11.20). The.,pipe is listed by the National Sanitation Foundation (NSF)for use in potable water lines meeting NSF 14 61 standards as well as ASTMD 1785 requirements. Schedule 40 pipe is commonly dual rated for pressure water systems and drain, as well as Waste,and vent :applications.The pipe meets ASTMD-2665, and FED STD LP320A .Pipe is available in plain end or belled en 101 or 20. lengths. `-,--Schedule 40:(White) Schedule 80 (Grey) Shaded Areas indicate,(Rated)for Pressure Water &®rain..Waste&Vent Applications jd O lC V COW t Co. O 1< V V O N �N � _ � _. ° ern d- •� Or E °in to _ Z U) 7 N E `� N' Z N �' n.C o Q s Y a o O 'c . E n. " cxDaNi o 1 : 112 3240 005 20 .840 .109 600 1/2 32- 80 005.20 840 .147 850 4 .3/4 3240 007 20 1.050 .113 480 314 3280 00120 1.050 .154 690 1 3240 010 20 1.815 .133 450 1 3280 010 20 1.315 : .179 .630 • 1 1!4 3680 012 20 1.660 .591 520 1 1/2 . 3680 015 20 1.900 .200 470 2 3680 020 20 • 2.375 .218 400 2:172 3240 025 20 2.875 203 300 2`'1/2 3280 025 26 2.875 .216 420 119M,El K � 3 3680 303 20 3.500 .300. 370 3 1/2 3240 035 20 4 1..00T :226 240 3 1/2 3280 035 20 4.000 .318 350 4 3280 040�20 4 500' .337 . 820 5 3240 050 20 5.563` .258 190 b 3280 050 20 5.563. . .375 290: . <t1. • - 6 3680 060 20 6,625 • 432 • 280 " 8 3280 080 20 8.625 .600 250 .10 3280 100 20 10.760 :593 230 12 ,, :3280 120 20 12.750. -.687 .230 14 3240 140 20 14.000 .437 130. -14 3280 140 ,2* 01 14.000 .750' :220 16 3240 160 20 1`6.'000 .500 1 130 1 16 3280 160 201 16.000 :.843 f220 N P.a OPERATING TEMPERATURES IN DEGREES°F Y 700 _. 700 RES IN DEGREES°F' ' _ 70"-. �00° 90°- 100° 110° 120° 130° 140° P. OPERATING TEMPERATURES 70° .60° 90° f00° 110° .120° 130° 140° a w 600 yy. y 600 �. sc you ao cc SC EDU 80 i. Soo .' Soo ,u 0 300 3^ o 460 o z 200 2' 4 200UA I . 100 ,o p 100 U ,. U w w 0 0 -4 Engia><eees Stamp soma ® As Sandy Neck Beach Improvements R Q R «vfc Barnstable, MA checking is only for cwftlan rwp with the design concept and comps WHIN tl►ra contract documents.Horsl¢y Mon Group,Inc.review shall hot nNwro to contractor of the resporaihillty for dotaka CONTRACTOR: ROBERT B. OUR CO; INC proper,fn,dcationong;�ok;ces�ryfor ,proper fabrlCatlon o4 tits work;coordination of the work with subcontakctors and suppNM and all other contractual re.qUifernerft. Submittal Number: IIO LEY T`d'EN(GROUP,INC. Title: PdZtr cis l -- S7�7do C L)(I. Specification Section No: SWz-fr C ti DoIn LS checictafiy: Fpe� 1Z�S�zh��o i Reference Drawing No: Deviations: ,None_ As Listed Representation is made to the owner and engineer that the contractor has determined and verified all field measurements and quantities,field construction criteria,materials, catalog numbers and similar data, that he has reviewed and coordinate the information in each shop drawing with the requirements of the work and the contract documents, and hereby approves this submittal. —4ZRobert B. Our Co., Inc, Date ENGINEER STAMP 24 Great Western Road,P.O. Box 1539, I-larvuieh,`IWA 02645 Tel:S®S-432-0530 Fax:5®s-432-705Y web.robertbouncom 1 .,{(oautlndariny `E'a Many:9n�: TEL(508)760-1070 351 White's Path FAX(508)760-5716 So.Yarmouth,MA 02664 PRECAST CONCRETE PRODUCTS A-800-439-0956 THE NEW BATHOUSE & GARAGE SANDY NECK BEACH BARNSTABLE MA SUBMITTALS PREPARED FOR: Robert B. Our Co. Harwich MA SUBMITTALS.PREPARED BY. Shorey Mfg. Co.Inc. South Yarmouth,MA R�Q-VE Q F 0.+7ur Co.,Inc. at Western RGaO ich,M$ 02E 45 i SHOREY LOW PROFILE PRECAST SEPTIC TANK CONCRETE 7,000 GALLON (H-20) ) PRODUCTS ST-LOW-7000-H-20 WATERPROOFED 30" DIAMETER COVERS. .:a f. SHOREY PRECAST CONCRETE PRODUCTS 351 Whites Path S. Yarmouth,MA 02664 (800)439-0965 (508)760-1070 : LOW PROFILE SEPTIC TANK. 7,000 GAL. (�-20) ST-LOW-7000-H-20 17'-0" I I I � I I I I 10'Lo" - 9:_0,. 1 I I 30 ER COVERS (3) OUTLET I I KNOCKOUTS L-- - - -- --- -- -- - - - — J PLAN VIEW - 30" DIX COVERS 10" s 8" OUTLET 8" DI A, _0; KNOCKOUT INLET KNOCKOUT L 3:: Boots on 7—4" 4 6'-6" inlets and outlets 7'-5" LIQUID LEVEL 8" �,• 6;, NOTE— CROSS SECTION VIEW INLET/OUTLET PVC TEES BY. CUSTOMER SPECIFICATIONS 0 Concrete Minimum Strength:5,000 PAJ®28.days S Steel Reinforcement:AS-615-68,Grade 60 • Design Loading AASHTO-H-20 Meets ASTM Spec.C1227 •Weight;66,6801bs. SHOREY SEPTIC TANK PRECAST 3,500 GALLON(H=20) CONCRETE ST-3500-H-20 PRODUCTS WATERPROOFED 24" DIAMETER COVERS V 7'-1 lj• moo,; �p SHOREY PRECAST CONCRETE PRODUCTS 351 Whites Path S. Yarmouth,MA 02664 {800)439-0965 •(508) 760-1070 SEPTIC TANK - 3,500 GALLON (H-20) ST-3500-H-20 (3) _INLET KNOCKOUTS 17'-0" 13'� 01 24" DIAMETER COVERS (3) OUTLET KNOCKOUTS L- —— — —— — — — — ————— —J PLAN VIEW 24" DIA. COVERS 6" 8A. - 8" OUTLET " DI KNOCKOUT INLET " KNOCKOUT .. 3' 7'-1" ; 4'-11' 5'-8" LIQUID Boots on 6'-1,. LEVEL inlets and outlets 6; 6„ CROSS SECTION VIEW NOTE. INLET/OUTLET PVC TEES BY CUSTOMER SPECIFICATIONS . Concrete Minimum.Strength:5,000 P.S I @ 28 days •Steel Reinforcement:AS-615-68,Grade 60 •Design Loading:AASHTO-H-20 Meets ASTM Spec.C1227 Weight:38,2401bs. II SHOREY }-Risers PRECAST H-20 CONCRETE . PRODUCTS ••.0 1 34,0/ Pit 71,. ■ • • 2.. 2 ° ' • =_ • • p -_ • - , w�4 • p 4 p. __= Knockouts available • == on 3'&4'users. J f ; r SHOREY PRECAST CONCRETE PRODUCTS 36 Great Western Road S51 Whites Path N. Harwich,MA 02645 S.Yarmouth,MA 02664 (800)4,39-0965 ° (508)43.0-0956 j r- -Seal 106/406 Series ..: :..... ........ ... .: { Wedge Style Connectors 2 £ Toggle Style Connectors Ordering EX Series Plastic s € (Jack-In Style) Information �. or Stainless Steel # o- ilationre wInsta installation re Li res x I ? ' a.•:::•:: 106 406i/z"socket & a h draulie'ack Series •.: ' 3 '•`<'' ' pipe-to-Manhole Connector preset torque limiter t Y ;?::?:::;>.f": p t i i t The 106 Series connector is 8 inches long, i plpE MODEL NOMINAL { pjpE MODEL NOMINAL the 406 Series connector is 6 inches long. O.D.RANGE NUMBER HOLE SIZE # O.D.RANGE NUMBER HOLE SIZE l The number followingihe hyphen in our 1.80 - 4.80 5106-7SW - i # 1.80 - 4.80 S106-7ST 7" 6 model numbers is the required hole size. 7° t } e x i Th S106.20 Series is available in F 3.50 4.50 S1067W 7. ; 3.50 - 4.50 51067T T , i Stainless Steel Wedge only. i 4.20 - 6.40 S106-85W 8 { 3 9.20 - 6.40 5106-8ST 81 i ...... ,:. ,,:,, ....,:,: ............. # '1,70 -4.86 S106.81M 8' 5:10 -.5.90 5106-BT s Recommended Torque Values. 6.00 - 6.75 S406-10AT 1o" } 6.00 - 6a5 54o61oAW io- ; Connectors with 8"hole size and smaller: s 7M - 8.20 s406.10W 10" 2 7.50 -- :LOT 10" 8:40 $406 < ' plastic Wedge Hex Head Torque s 6.00 - 6.75 540610.5AW 10'h" 5.00 - 6.75 S466-10.SAT 10'/z" Wrench-5 ft.lbs. i i < Steel Wedge-1/2°Socket Wrench-8 ft.tbs. 7.50 - 8.70. 5406.10.5W 10s6" 7'50 - 8.90 S40r-10.5T 101/2" f fff# $ ` Connectors with 10-20'hole sizes: { 6.00 - 7.00 S40&118W il" { 6.00 7.00 S406.11BT 11" # aa 3 EX Series-1/2"Sockel Wrench-12-20 ft.lbs. i 7.50 - 9.00 540611AW 11' I 7.SD - 9.00 S40611AT 11" ; Steel Wedge-1/2"Sockel Wrench-12ft.lbs. s 6.00 = 7.00 540612CW 12 ', f 6.00 = 7.00 S4o6.12CT 12 3 s { i Preset torque limiters are available. 6:25 - 7:50 5406126W 12' f 6.25 - 7.50 s406.12BT 12- Contact Customer Service at s 1-800-626-2180 for more information. 7.80 - 9.00 5406,i2AW 12" E i 7.50 - 9.00 S406.12AT 12 ; ... .• • 9.00 - 10.20 540G12W 12- t s 9.00 - i0 540642T 12" ••� i 0:5 $ '. For larger pipe i e sizes refer to 5:76 - 7.00 S166.12BW 12' # € 5.75 - 7.0o siotY>2BT iz^ Kor-N-Seal 11 Series Connectors t 7:Do - 8.50 S166-12AW 12` ; i 7.00 - 8.50 S106-12A7 - # ; E 206 Series-For pipe sizes 15' 51"in 8.25 - 8:45 - 9.75 5106 i2W 12" 9.75 510Cri2T 12'I i diameter. 9.50 - 11.25 510Cr14AMJ 14' i 9.50 - 11.25 S106-14AT 14" i : 306 Series-To fit larger pipe into smaller 9.50 - iL25 S106468W 16" I 9.50 -11.25 S106.166T 16' diameter manholes. i 11.15 - 13.00 S106-16AW 16 # 1125 - 13.00 5106-16AT 16" 506 Series-Designed specifically for 13.00 - 14.20 5106161N lfi i ? 13.00 r 14:SO S10646T 16 stormtvater applications y 14.00 - i5.50 S106:20BWS 20" j #Refer to Recommended Installation Instructions. Corrugated ? ..::. or Using Corrugattee d Pipe 15.50 - 17.06 SiO&MAWS 20" To Install 7 &8"Toggle Style Connectors: Adapters are required when using 17,00 - 18.15 S106 204NS. 20" i ; f : Corrugated Pipe.Refer to the Corrugated < ExpanderAssembiy(p/n90225) 8-Extension(p/n 13808) f Pipe Adapter Dafa Sheet for details. ? Refer to Recommended Installation Instructions. i ; ...::r .:... ................................ ..........' ... Cavarad under U S.Patent No.533R 359 1Y• : TR£LLEBORC j ENGINEERED SYSTEMS Trellebbrg Pipe Seals 1Mlilford,Ioc. P.O.Box 301,250 Elm Smeet,Milford,New Hampshire 03055 U.S.A. Tel:800-62672180 i603-673=860 Fax:603-G73-7271 W%V�v.trzllebotg.cgmhipc 08/09 ` I PR0DUCT SPECIFICATIONS TECHNICAL DATA Heavy Metals Testing Parameter EPA Limit CS-55 Arsenic 5ppm ,BDL Barium 100ppm 1.12ppm Cadmium 1 ppm BDL Chromium 5ppm BDL Lead 5ppm BDL Mercury 0.2ppm BDL Selenium 1 ppm BDL Silver 5ppm BDL Scrape Adhesion Performance(ASTM b-2197) Film Milla e Asphalt Coating 0.071" CS-55 0.0088" Force Result Result 500g Passed with minimal damage Passed with no damage 1000g Failed 2/3rds of coating sera ed off Passed with no damage- 1500g Failed, com lete film removal Passed with minimal damage. .Z000g Failed, Complete film removal Passed with minimal damage 2500q Failed, complete film removal Passed with minimal damage LIMITED WARRANTY This information is presented in good faith,but we cannot anticipate all conditions under which this information and our products,, or the products of other manufacturers in combination with our products,may be used:We.accept no responsibility,for results obtained by the application of this information or the safety and suitability of our products,either alone or in combination with other products.Users are advised to make their own tests to determine the safety and suitability of each such product or product combinations'for their own purposes.If is the user's responsibility to satisfy himself as to the suitability and completeness of such information for this own particular use.We sell this product without warranty,and buyers and.users assume all responsibility and liability for loss or damage arising from the handling and use.of this product,whether used alone or in combination with other products. 77V I 0,_szT ' ` _ Wa' 1 P.O. Box 176, New Carlisle OH, 45344 937.845.8776 or 800.332.7325 FAX 937-845-3587 www.conseal.com 1 ALL WEATHER STIK. PREFORMEDJOINT= SEALANT MADE OF BUTYL RUBBER t MATERIAL IN, FLEXIBLE ROPE FORM <r EZ-STIK comes with a white plastic, z protective release paper, that removes easily. Y S.' r i sk r T' TYPICAL APPLICATIONS ®Excellent Low Pressure, Water Resistant •Box Culverts - Joint Seal ®Underground (Utility) vault Seal ®Manhole Joints and Vertical Risers ®Burial Vaults *Sanitary and Storm Sewer Manholes oRound and Special Shaped Pipe e3ealing of Irrigation and Drainage Systems Joints ®Architectural Foundation Joints *Septic Tanks ®Used with O-Rings for Extra security in Pressure Pipe Joints _ Y *Wet Wells PRESS-SEAL GASKET CORPORATION 6932 GETiYS,BURG PIKE P.O. Box 10482 FORT WAYNE, INDIANA 46804 Fort Wayne, Indiana 46852 (800)348-7325 or(219)43670521 Web Site:www.press-seal.com Fax: (219)436-1908 E-Mail:presseal@press-seal.com :9 Engineer's Stamp As AppmrrdAtHoled 0 RoMWdliteeubndt Resubmit For Reowd cheeWnp Is only for<NfonrW"Wft tAo Sandy Neck Beach Improvements a�leorrpliancewlMtine contract docssm Ifftj Horsley w ten Barnstable, MA ate,;Inc.►.clew ah�l � wsw ,o Cordracw of ft resporwlb Ny for detallo of desiprt,dirrserieloos,*W.,nemsary for proper farkatlon of ft work:coordir ffim of the work wfth aWconuwkm and eupOM and all oftr COnuaotual►ewirernerMs. CONTRACTOR: ROBERT B. OUR CO., INC. HORSLEY GROUP,INC. Submittal Number: f 2_ Title: f)9-I( t�Tr U'u 3 C lZ� l ai Checbd Specification Section No: ,5'W - Reference Drawing No: Deviations: None JG' As Listed Representation is made to the owner and engineer that the contractor has determined and verified all field measurements and quantities,field construction criteria, materials;catalog numbers and similar data,that he has reviewed and coordinate the information in each shop drawing with the requirements of the work and the contract documents,and hereby approves this submittal._ Robert B..Our Co., Inc. Date ENGINEER STAMP 24 Great Western Roed,P.O.Box 1539,Harvuich,MA 02645 Tel:508-43270530 Fax:508-432-7057 Web:robertbour.corn S It7R,E Mfibut io ri yBQX� PRECAST 1:1', utlet'e DB-11 CONCRETE H-20 ,PRODUCTS IY +F `I• lr � y V 14LG r•�f. .: A Z� 61 APPROVE( Robert B.Our Co.,Inc. 24 Great Westem Road Wenvich,WA 02645 �1 ,1 () blift i SHOREY PRECAST CONCRETE PRODUCTS 36 Great Western Road; 351 Whites Path N.Harwich,MA 02645 S.Yarmouth,MA 02664 (800)439-0965 (508)490-0956 DISTRIBUTION BOX I I OUTLET DB-11 H-20 r 2._8.. "T I I h I J - I 18"COVER. 8.. 11. 5" DIA.OUTLETS 7Y,`DIA. INLET 21".COVER / 3 , 4`• lw F41 , 1 1 - S.. 1 L - - --- -- - - ^.,.:v.::', 4" SPECIFICATIONS • Concrete Minimum Strength:4,000 P.S,I. @ 28 days e Steel Reinforcement: AS-615,Grade 60 . Design Loading: AASHTO-.HS-20 Weight: 1,880 lbs. I Engii.--i s Stamp o Subm(tt d� ;proved AsNoted 0111140abd ,,.submlt -�Res�DmitForRsoad Sandy Neck Beach Improvements r-lceklhols only for conio+nitirM the .Barnstable, MA design concept and cornpftm wi� ne contract documents.HoMbyt{rRte Group,Inc.review shall no/NNwE e Contractor of the resporti �r bbr calls of design,dimenalocte,ft.;tpmss. ,for proper fabrication of tftrr rrtoft Soo watatlon CONTRACTOR: ROBERT B. OUR CO., INC. of the work with subcataeaI M an-t suppilem and all other con tctual moornents. Submittal Number: . /y HORSLEY aROtrn,INC. Title: zl3cZ - Z- Specification Section No; 37Y L- s/tL-0j 6--(1 ChecWdBy. r L u i_1Z�G�Za a Reference Drawing No: Deviations: None x As Listed Representation is made to the owner and engineer that the contractor has determined and verified all field. measurements and.quantities,field construction criteria, materials,catalog numbers and similar data;that he has reviewed and coordinate the information in each shop drawing With the requirements of the work and the contract documents,and hereby approves this submittal. r Aw J y Robert B.Our Co.,Inc: Date ENGINEER STAMP 24 Great Western Road;P.O.Box 75391 Harwich;MA 62645 Tel 508-432-0530 Fax;508.432-7057 Web;mbertbouncom I ` ` 0 SOCKET ACCEPTS,FILTER SWITCH 0 PART,NO.3014B, 011.95 Is 6 10.64 0 0 O FILTER PLATE Ill FT:OF FILTRATION e , PER FILTER PLATE APPROVED In Robert.S.Our Go.,Irte. o 24 Great Western Road Herwich,MA 02645 1m ` y •i �yyZ b A0MeicnofP*IokInc. A-100(1:7:PCATES)15.67" �`�✓}'._ n,- A-300(18 PLATES)1.6.03 "A=1 00'-<A 600.12X20 CARTRIDGE A-300(18 PLATES)15.75 MATERIAL: ABS COLOR: A-106-WHITE' A-300-GREEN A-600—BLACK FILTER SIZE: A-10012x20-138.5 FT.OF.1116".FILTRATION A-30012X20-146.7 FT.OF 1132"FILTRATION A-60012X20-1467 FT.OF 1164':FILTRATION r— 0 6.63 0 6.63 06.63 04.52 04.52 ,0 4.50 13.03 4'WATER LINE , 27.75 12.00 15.29 6"WATER LINE 21.50 23.50 WATER UNE 29.25 / WATER LINE A100-A60012X20 CASE' 35.60 31.26 A100-A60012X28 CASE 13A6 012.44 1 1— � zomrnowwonorwMokrM. 14.18 o ®. A100-A60012X36 CASE 12°FILTER CASE SERIES 04.29 MATERIAL: 12X20 CASE: 0. o 13.65 HOUSING-POLYPROPYLENE BUSHING-PVC 12X28AND 12X36 CASES-ABS COLOR-GREY ,ti Engineer's Stamp � pp pp Sp '❑ANo ed ed Ae s t ._. Approved As Not Q R®lected/Resubmit Resubmit For Record Checking is only for conformance with the design concept and compliance with the contract documents.Horsley Witten Sandy Neck Beach Improvements Group,Inc.review shall not relieve the Contractor of the responsibility for details Barnstable, IIIIA of design,:dimensions,etc,necessary for proper fabrication of the work;coordination of the work with subcontractors and suppliers and all other contractual requirements. CONTRACTOR: ROBERT B. OUR CO., INC. HORSLEY WITTEN GROUP,INC. Submittal Number: �J � Signature Title.: fim4me eG t/CNj_ Checked By Date: Specification Section No: &T4 L Reference Drawing No: Deviations: None As Listed Representation is made to the owner and engineer that the contractor has determined and verified all field measurements and quantities,field construction criteria, materials,catalog numbers and similar data,that he has reviewed and coordinate the information in each shop drawing with the requirements of the work and the contract documents,and hereby approves this submittal ✓I Robert B.Our CO., Inc. Date ENGINEER STAMP .24 Great Western Road,P.O.Box 1539, Harwich;MA 02645 Tel:508-432-0530 Fax:508-432-7057 Web:;robertbour.com f Duty Natir Tight Manholes } 24°�CoverS' MODEL NO.SI 24467 WT 2 NOS CONCEALED PICKMOLE FLAT DIAMOND SURFACE DESIGN A &E.EBQVEQ A ► Robert B.Our Co.,Ind. 24 Great WiDstem Road SEWER�r Harwich,MA 02645 Also available in; • Conforms to; ASTM A48 CLASS 30B PLAIN SPECIFICATIONS ELECTRIC and many more... SUITABLE f,H A.A.S.H.T.O H2O-S16 25 3/4 HIGHWAY LOADING 24 - 13A 1 y 22 34 SS DOLT 1/8 THKWASHER —'202 3 8 GASKET DETAIL CONCECED r i PICK HOLE 1 ��2 1/4 max. 193/4 ' .. r y • ATEWIDE toria:(888)304-6444,Fax: (888)304-333 O»PYan�eStreet,Suite I$Ol,Toronto,OrttorioMSE;1W7;Pl Era&e&s Stamp Fay' i prowea O RWwMASa aa 0", e,e .. Chad inp is otoly for cor>fo MWW wmt pa Sandy Neck Beach Improvements d ,cor,�.pt+naoonl.ncowflntf+. Barnstable, MAdocurrarNs t10'a'y10" f3roup,Inc.m#isw shah not nNi"to Contractor of ow rssporaibW fur ds"M i of deaipn,dirnsrOWW St.,rMcossegr for prgwr fw, xkavm of Uw"d4 cgord,nedw i of On work Wo ft"W badm and"M CONTRACTOR: ROBERT B. OUR CO.,INC. and ADottrH ►ev H®RSLE WtTMN GROUP.INC. Submittal Number: / Title: L�vZ2O Specification Section Na: ct "r• � Reference Drawing No: �$ Deviations: None As Listed Representation is made to the owner and engineer that the contractor has,,determined and verged all field measurements and.quantities,field construction criteria, materials,catalog numbers and similar data,that he has . reviewed and coordinate the Information in each shop drawing with the requirements of the work and the contract documents,and hereby approves this submittal. obert`B.Our'Co., Inc. Date ENGINEER STAMP 24 Great Western Road,P.O.Box 9599,Harwich,MA 02645 Tel:508-432-0530 Fax:508-431.7057 ,Webi robertbour.com s 2010=Nov-2 01-19 PM Ferguson Waterworks 773 5034302657 212 :} PS - Presby En�r:"renmental, Inc 1�. The,,Wext-ravneratlop of Wastewater Tmatmeht Technology E 4 143 Airport Rd,,Whitefield,NH 03598 a a' Tit;86DV3-5298 Fax:'(603)837-9864 Emall:Infd@preabyeco.com C p_ wmPresbyEnvironmentaLGam ' 4t Envir-Septieg Product Specifications ? r i M w Ripe atac ,firtings trader:in the USA ripe: :Each Eny.ro-Septi¢plge si 10' bong and 12"in diameter and made from high density plastic that has been corrugated and perforated with a series of ridges on the peak of each.corrugation and skimmers protruding on the interior.Surrounding each pipe is a mat of randomly oriented,course plastic fibers that aids in the treatment;gf harmful cbiffii Yrtfna�ts.Covering this mat is a special,non-woven,geo-textile plastic fabric 3 stitched it io place.Snap-lock couplings,offset adapters and end caps are used for the System assembly. MCpuplrng7" iti2'r`diam -Approximately 1 lb. Offset:4"depth X l2"diam.-approximately V.lb. End Cap:4"depth X IT'dia'm.-approximately'/a b, j System Satid: System Sand must be clean,granular sand,free of brgano matter and must adhere,to the following percentage and quality:restrictions: I a No stones over%"in diameter Percentage Restrictions: 3/8 inch 100% No.4 95-100% No,8 80-100°!0 No. 16 50-85% i No.30 25-60'/a No,50 5»30%0 No. 100 0-10% 10-60%can pass a#35 sieve i Fines Quality Restrictions:A maximum of 20/a of total sand may pass through,a#200 sieve('Value obtained by washing-per C117.method)ASTM C-33("concrete Sand")may be acceptable for use as System Sand providing that no more than 2%can pass a#200 sieve. Venting: 4"diameter Sewer&Drain pipe for low vents 4"diameter Schedule 40 PVC for high vents One 4"vent per 1,000 ft.of pipe,one 5"vent athree 4"vents r PPR VED, j Connecting pipes: Robert a.our Co.,Inc. 4"diameter PVC Sewer&Drain pipe 24 Groat western Road Hary4iCh,MA 02645 . i 3 i it I EP ba d R Sandy Neck Beach Improvemen „ Barnstable, MA 'Droop,Ino.rMtw MiM not tflNwr M. cont►acw of tM ratportIMMy for o!deWpf dW*nk tt,4W..ntaaary for, "proper titrioat3oe of t!M 000rdinavon d"work with tuboon sc wofk;.W.s and wpp% CONTRACTOR:ROBERT B. OUR CO.,, INC. andotiolMroontrbctuotraquirsnn. Submittal Number: 3 HORSLEY wnTBN QROUP,mc. c .. Title: Specification Section No: cn�eaa Sri oa.; is�o Reference Drawing.No: SN��T C---ry - Pt�15P I Deviations: Done Q As Listed Representatioq is mada:toatie owner and_engineer that.-the contractor has determined-attd;verified all field measurOments'and quantifies,field construction criteria,materials,catalog numbers and,s(milar data,that he has rev'►ewed and coordinate the information in each shop drawing with the requirements of the work and the.contract docurrients,and hereby approves this submMai.. 1�-Ho Robert B.Out&Jnc. BNGIWER;STAMP 24'Great Western Road,P.O.box 1109,'Harwidf,,<MA 0260 Tel 508.43Z-0S30- Faz:508.432-7457 Web:robertbour.C*bm t104 8ri; gs Engineering Testiimr ' +Divwavor PKAss.a M5.14e: Robert B.Our Co.,inc;. Report.Date: 1218/10 24 Great Western Road Harwich,MA 02645 Attil- Mr.Andy Allen Project: Sande Neck BathHfouse/R.B.Our Tested: 1216i10 Mpgs.11: 93134 Received: 121.11d 1. Sample No, Description Source.of Material M-19745 Septic Sand C,C:Aggregates 2.S eveAnalysis {ASTM C I36,and ASTM C 117) Sieve Size Results Specifications Standard tan ar Alternate „y t.} 100.MI—A 41T 1O0 go Fria- 3-:112" 100 ---75 rhm 3 63 mm mtri 211 100 Mm inm 19 illm . 3/4" 100 mm 9.5 mm m a 4.75 m - i mm _ a mm74 mm _ 46 _ . .. mm 1: UAM mm minim— 4200 BRIGG$ENGINEERING &TESTING A Division of PKAssociates,Inc. Robert 9.Out Co.,Inc. '4i t 24 Great Western Road, Harrwich,MA. 02645 Selii Skor0hod Director of Testing Services l 11. Cotistrttctioli`fechnology Division 100 Vievmnuth Stree t:nit 3-1 56 Rnlaiid Street-.Suite 102-1 100 Pound Road Ro l lan.d.-'v,A 02300 $estop,NMA 02129 Cumberland, RI 02864 Phgn (781)871-6040-Fax 17+1)871 798'2 Phom 1617.666-60"() Phone_( 01)W-2990 Fax (401)658-2977 i b 1 mt Prgicct: Sandy Neck BathHouse/,R.B.Our �s 8� B t r.g:g s Engineering &: T e s t i>n g Date'"rested:. 12/6/10' "^ "" d Q gv.ron nl 1':K faa.i c.lgr res..hrtir _ - Lab 12eI'.No.: M-19745 Sieve Analysis #200 #4 3, 100 9.01 80 70 — - - _ 60 - ,� 50 c - 40 t v =30 - -- - — — - 10 - - - - - 0.00 0.01 0.10 1.00 10.00 100.00 Sieve Size, mm Inspection No.3-Wastewater Location Check page 1 Client:.......... FLR Architects;_Inc. Project Name:......................Sandy_Neck Inspector:_____ _ Joe Henderson Project No______ _________ _________ _______ _ 6129 Inspection Date: __________02/22/2011 Arrival Time: _________ _________ 2:30_pm Weather:________________ ____Sunny, 30_F Departure Time:........................3;10_pm Horsley Witten Group,Inc. Personnel on site: Reference Plan: Bill Smith, RBO New Bathhouse and Garage Butch.Eldredge,RBO Sandy Neck Beach Mark,RBO Barnstable,MA Date:July 23,2010 Contractor(s)equipment: Excavator,Front End loader,Dump Truck WORK OBSERVED: Erosion Control ❑ Drainage ❑ Limit of Clearing/Clearing Clearing/Clearing ❑ Wastewater Excavation/Fill/Compaction ❑ Sidewalk ❑ Road Subbase ❑ Final Grading ❑ Gravel Base ❑ Surface Stabilization ❑ Pavement/Binder Only ❑ Monuments ❑ Water ❑ I Cleanup ❑ Gas/Electric/Telephone ❑ I Other: ❑ Photos Taken_ Yes® No❑ General Notes/Comments: •A Site visit was conducted to check the separation distance from the existing well to the proposed wastewater system. SITE WORK COMPLETED: •The contractor has installed and partially backfilled the 7,000 gallon and3,500 gallon septic tanks. Pictures were taken during the tank installation by Rebecca Nickerson with the Town of Barnstable. Estimated Percent Complete: 15%complete on wastewater installation WORK RECOMMENDED'FOR ACCEPTANCE/ACTION ITEMS: •The 161.5 setback distance from the existing well has been measured by the contractor and marked on the pavement. Based on a field check of the measurements taken by the contractor, Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,NewburypoM MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 e . \ Inspection No. 3-Wastewater Location Check page 2 the field appears to be located outside the 161.5 well setback,however,this is not a surveyed confirmation that the field is located as shown on the design plans. •The well building has been removed,allowing measurements to be taken from the well casing. The measurements shown on the construction plans were conservatively taken from the closest well building corner,as the well location was not shown on the existing conditions plan provided by the Town. Based on measurements from the well,the field is approximately 4-feet further away from.the well than shown on the plans. NEXT SCHEDULED INSPECTION: •.Inspection of the Presby field bottom of excavation will likely be Wednesday afternoon(2/23) 2/22/2011 Inspector's signature: Date: Distribution: Owner: John Juros John.Juros@town.bamstable.ma.us Rebecca Nickerson Rebecca.Nickerson@town.bamstable.ma.us Town of Barnstable Architect: Tim Sawyer Tim@capearchitects.com Rick Fenuccio rick@capearchitects.com BUR Architects,Inc. Contractor: Ken Joudrey krjoudrey@robertbour.com Robert B.Our. Other: Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 r Inspection No.3-Wastewater Location Check page 3 PHOTOS: _ I ry Figure 1 7,000 Gallon and 3,500 Gallon Septic.tanks.installed Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 4-Wastewater Presby Leaching Field page 1 Client:_________BFLR Architects,_Inc, Project Name______________________ Sandy Neck Inspector: ___ Joe Henderson Project No:____ _______ _____ ____6129 -- --------- - - .� Inspection Date:__________02/24/2011 Arrival Time______________________________1;10_pm Weather:.______ _________ __ Sunny,_44_F Departure Time:_____ _________ ______1.45_pm Horsley Witten Group,Inc. Personnel on site: Reference Plan: Butch Eldredge,RBO New Bathhouse and Garage Mark Curry,RBO Sandy Neck Beach RBO work crew Barnstable,MA Date: July 23,2010 Contractor(s)equipment: Excavator,Front End loader,Dump Truck WORK OBSERVED: Erosion Control ❑ Drainage ❑ Limit of Clearing/Clearing Wastewater Excavation/Fill/Compaction ❑ Sidewalk ❑ Road Subbase ❑ Final Grading ❑ Gravel Base ❑ Surface Stabilization ❑ Pavement/Binder Only ❑ Monuments ❑ Water ❑ Cleanu ❑ Gas/Electric/Telephone ❑ Other: ❑ Photos Taken_ Yes ® No❑ General Notes/Comments: •A Site visit was conducted to observe the installation of the northern Presby leaching field. The Contractor plans to cover the leaching field prior to the rain expected Friday(2/25/2011.) SITE WORK COMPLETED: •The contractor has installed sections 1-4 of the Presby pipe and begun to install the piping from the distribution box to the Presby field(Presby Field Revised Piping Sketch, SK-5). The contractor plans to install a portion of the piping to the distribution box and cap all inlet and vent piping prior to the rain. Estimated Percent Complete: 30%complete on wastewater installation WORK RECOMMENDED FOR ACCEPTANCE/ACTION ITEMS: •The contractor proposes to install and backfill sections 1-4 of the Presby system prior to installing sections 5-8. Due to the close proximity of the limit of work,backfilling sections 1-4 will be difficult with sections 5-8 installed,therefore,this procedure is acceptable. Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 0 195 0 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI.02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 4-Wastewater Presby Leaching Field page 2 NEXT SCHEDULED INSPECTION: •. Sections 5-8 of the Presby pipe should be inspected prior to backfill. This work is expected to be complete Monday(2/28)or Tuesday(3/1). The contractor shall provide 24 hours notice prior to the scheduled inspection. 2/24/2011 Inspector's signature: Date: Distribution: Owner: John Juros John.Juros@town.barnstable.ma.us Rebecca Nickerson Rebecca.Nickerson@town.bamstable.ma.us Town of Barnstable Architect: Tim Sawyer Tim@capearchitects.com Rick Fenuccio rick@capearchitects.com BUR Architects,Inc. Contractor: Ken Joudrey krjoudrey@robertbour.com Robert B.Our Other: Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)4U7-8368 ,L Inspection No. 4-Wastewater Presby Leaching Field page 3 PHOTOS: ' x *'S7. 40 ! 4 y IF kg t, w > ; I 3 y 4Cc Figure 1 Presby Field Installation Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 r Inspection No. 5-Presby Field Inspection page 1 Client:_________BFLR Architects,_Inc: Project Name___________________ Sandy_Neck Inspector___________ __ Tom Lee Project No:_____ 6129 Inspection Date: ..........0212812011 Arrival Time___________________________ 11 40_pm Weather:._______ Rainy,_ indy, 40 F Departure Time________ _____ 12;00_pm Horsley Witten Group,Inc. Personnel on site: Reference Plan: Mark Curry,RBO New Bathhouse and Garage RBO work crew Sandy Neck Beach Barnstable,MA Contractor(s)equipment: Date:July 23,2010 Excavator WORK OBSERVED: Erosion Control ❑ Drainage ❑ Limit of Clearing/Clearing Clearing/Clearing Wastewater Excavation/Fill/Compaction ❑ Sidewalk ❑ Road Subbase ❑ Final Gradin ❑ Gravel Base ❑ Surface Stabilization ❑ Pavement/Binder Only ❑ Monuments ❑ Water ❑ Cleanup ❑ Gas/Electric/Telephone ❑ Other: ❑ Photos Taken_ Yes® No❑ General Notes/Comments: •The contractor installed the second(southern)Presby leaching field as shown in the photos. The spacing between Presby pipes seems to be equal. The schedule 40 PVC return pipes were installed. The geotextiles fabric was installed in place. The contractor is backfilling the Presby leaching field in the afternoon. The vent pipes will be installed later. SITE WORK COMPLETED: •The contractor has installed the second Presby pipe between sections 5 to 8 with the return schedule 40 PVC elbow and pipes as shown in the revised Sketch, SK-5. Estimated Percent Complete: 50%complete on wastewater installation WORK RECOMMENDED FOR ACCEPTANCE/ACTION ITEMS: •The layout of section 5 to 8 of the Presby leaching field was inspected before the backfill. NEXT SCHEDULED INSPECTION: •The contractor should notify the Engineer to inspect the entire system including vent pipes and clear water test. The contractor shall provide 24 hours advance notice prior to the next inspection. 3/04/2011 Inspector's signature: Date: Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence;RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 0 1 Inspection No. 5-Presby Field Inspection page 2 Distribution: Owner: John Juros John.Juros@town.bamstable.ma.us Rebecca Nickerson Rebecca.Nickerson@town.barnstable.ma.us Town of Barnstable Architect: Tim Sawyer Tim@capearchitects.com Rick Fenuccio rick@capearchitects.com BUR Architects,Inc. Contractor: Ken Joudrey krjoudrey@robertbour.com Robert B.Our Other: Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 Inspection No. 5-Presby Field Inspection page 3 PHOTOS: n 4 Figure I Press Field Inlet r Fj ! S i i Figure 2 Presby Field Overall Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 r Inspection No.6-Clear Water Test page 1 Client:_________BFLR Architects,_1nc-. Project Name:----------------------Sandy_Neck TIM Inspector_______________ Joe Henderson Project No:_____ 6129 Inspection�r Date: ..........03/02/2011 Arrival Time_________________ 1;00 pm Weather:._ Sunny,_Windy,_45_F Departure Time: _ _ 1:30 pm Horsley Witten Group,Inc. Personnel on site: Reference Plan: Mark Curry,RBO New Bathhouse and Garage RBO work crew Sandy Neck Beach Barnstable,MA Contractor(s)equipment: Date:July 23,2010 Excavator WORK OBSERVED: 1 Erosion Control ❑ Drainage ❑ Limit of Clearing/Clearing Clearing/Clearing Wastewater Excavation/Fill/Compaction ❑ Sidewalk ❑ Road Subbase ❑ Final Gradin ❑ Gravel Base ❑ Surface Stabilization ❑ Pavement/Binder Only ❑ Monuments ❑ Water ❑ Cleanu ❑ Gas/Electric/Telephone ❑ Other: ❑ Photos Taken_ Yes® No❑ General Notes/Comments: •A clear water test in the distribution box was conducted demonstrating of equal flow distribution to the Presby leaching field. SITE WORK COMPLETED: •The contractor filled the distribution box with clean water and the flow out of the distribution box to the Presby leaching field was observed. Speed levelers on the distribution box outlets were installed and adjusted to ensure equal flow to the Nesby leaching field. •Additionally,,risers are being installed on the 7,000 gallon septic tank and the gas baffle has been installed on the tank outlet. Risers have been installed on the 3,500 gallon septic tank and the Zabel filter has been installed at the outlet. Estimated Percent Complete: 85%complete on wastewater installation WORK RECOMMENDED FOR ACCEPTANCE/ACTION ITEMS: • It appeared that there was equal flow from the distribution box to the Presby leaching field. The contractor can now backfill the area around the leaching field and distribution box. NEXT SCHEDULED INSPECTION: Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 R Inspection No. 6-Clear Water Test page 2 •A water tightness test on the 7,000 gallon and 3,500 gallon septic tank is required. The contractor will fill up the septic tanks once the new water service to the building is installed. 3/02/2011 Inspector's signature: Date: Distribution: Owner: John Juros John.Juros@town.bamstable.ma.us Rebecca Nickerson Rebecca.Nickerson@town.bamstable.ma.us Town of Barnstable Architect: Tim Sawyer Tim@capearchitects.com Rick Fenuccio rick@capearchitects.com BLFR Architects,Inc. Contractor: Ken Joudrey krjoudrey@robertb6ur.com Robert B.Our Other: Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 r i Inspection No. 6-Clear Water Test page 3 PHOTOS: jj a x i 4 k c f 4.. bE gEs � n ' z Figure 1 11 Outlet Distribution Box with Speed Levelers, Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,NewburypoM MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 1 Inspection No. 6-Clear Water Test page 4 o e_ 14,aA r JI ta u ar. ry i, Figure 2 Septic Tanks with Risers Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 . 370Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 rr� Inspection No. 8-Wastewater System Final Inspection page 1 Client:._________BFLR Architects Inc.. Project Name:_______________________Sandy Neck Inspector:.____ Joe Henderson Project No_____ _________ _________ _____________6129 Inspection Date: .-------------05/05/11. Arrival Time: ------___ _________ _______2.30_pm Weather: Cloudyawindy55 F Departure Time_ __ 3.30_pm Horsley Witten, Group,Inc. Personnel on site: Reference Plan: Joe Henderson-HW New Bathhouse and Garage Ken Joudrey-RBO Sandy Neck Beach Butch Eldredge-RBO Barnstable,MA John Juros-Owners Project Manager Date: July 23,2010 Don Desmarais,Board of Health Revised January 27,2011 Contractor(s)equipment: Construction Trailers WORK OBSERVED: Erosion Control ❑ Drainage-Bioretention/Infiltration ❑ Limit of Clearing/Clearing ❑ Wastewater El Excavation/Fill/Compaction ❑ Sidewalk ❑ Road Subbase ❑ Final Grading ❑ Gravel Base ❑ Surface Stabilization ❑ Pavement/Binder Only ❑ Monuments ❑ Water ❑ Cleanu ❑ Gas/Electric/Telephone ❑ Other: ❑ Photos Taken_ Yes® No❑ General Notes/Comments: • An Onsite final inspection with the Board of Health was conducted. SITE WORK COMPLETED: • 6" SCH 40 PVC building sewer with cleanout • Existing Grease trap connection to new building sewer with new tank vent, inlet tee and riser to grade • 7,000 gallon septic tank and 3,500 gallon septic tank with Zabel filter • 11 outlet distribution box with speed levelers on outlets • Presby Enviro-septic leaching field with vents and observation ports All septic system components have been installed in accordance with the approved plans. Estimated Percent Complete: 100% WORK RECOMMENDED FOR ACCEPTANCE/ACTION ITEMS: • None NEXT SCHEDULED INSPECTION: • None Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 1 Inspection No. 8-Wastewater System Final Inspection page 2 r Inspector's signature: Date: 05/05/2011 Distribution: Owner: John Juros John.Juros@town.barnstable.ma.us Rebecca Nickerson Rebecca.Nickerson@town.barnstable.ma.us Town of Barnstable Architect: Tim Sawyer Tim@capearchitects.com Rick Fenuccio rick@capearchitects.com BUR Architects,Inc. Contractor: Ken Joudrey kt oudrey@robertbour.com Robert B.Our Other: Horsley Witten Group,Inc.. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 11 11 I i 11 1 11 11 1 � ' � � 1 ST4� �r ��a r��>�rtT--ss'�`' air s�2�.a�'``.. rr tee{ t`��`�' °f. ;.• } rh+ i z it " i `5 Sc� " .'• �, ekC,``3r''},' k.°+ >w •`"t"* .c r�'°�d'7.' C 'ri •wt'4"t'^' 4 k t T. V }""'.+� �'zih v,L 4 r ,y h�.r�. �`,�i ^&y.�+.:��5'� x z �v. F'§ ;�,t3"y aC•i�.+s. a �: "z �t o a,��. xrE�ax k„�§x do-,r•� ''`fEr � ��,� � �, d: G'rb sa� �� n# is.. �fS Z 'i r c'���•1' n l�wfy�3e - �» � 1 "!' �Fr.,cr � f� Tc,�,�t•Q� "Zi,z :SSn�-3� '''+.�,�.p�f � r' tc� 5...� ,� <3. 4.€ � . y_ r w F • s. '1 '1 - • • • 1 • 1 - 1: : ••11 1: 1 1 • •• 1 ' 1 1 ' F•• 1.1 • � .•• 1.1 1 1 •- 1 '1 1 - FI •1 � •: l Inspection No. 8-Wastewater System Final Inspection page 4 d Figure 3 Septic Tank Outlet Tee � •� � ,�� � S1 �I�II� � �� re cya! - w Figure 4 Septic Tank Inlet Tee -A, :7777777`r7 �k i .�a I„ . . 1 Horsley Witten Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone:(508)833-6600 Fax:(508)833-3150 30 Green Street,Newburyport,MA 01950 Phone:(978)499-0601 Fax:(978)499-0602 370 Ives Street,Providence,RI 02901 Phone:(401)272-1717 Fax:(401)437-8368 pass #4 t a Pres ��'i' t l` Y� y tip 1:�.. S� ,n:"'�. ;.i`:V. a:.;!;a 5Y('4 P�-\c' $ i!�. 1, �'m T G :�� �j;;y,r e:i,:t, Y ,�•, ryJ:,6� ?�' �r"�::i' ,;.;.. '<�;.;: i.r°:s 9')Ii+, �k, . '..£;f:i:•$ RT1"` ,i;,y.:,. :a:ds..,t,, i.fi}�:,.v: i f,;. ''a',.'. ,n.v. „v"f`...:..,t..,.,,.,...^,\,1. .f.y:;.,al,;.,..,.,...i:,!i'. .g,cu' •;.:1`, '1, :•,7i:rr „�_:rl..l>......i,:.•:F..,?i1 I.. .(a:'.;.:. ,�Y,!..•.,L.\:J...Jr ... .... nc , �:i`J.�/i, :'�'; .. :'r(•!-:! inin •f.�xhi` t.l,r�a - r{ttr ?ir s '�� �rrJ..• " j`•Li,t�, 1..;,.4.kifr � ,��,�' :fit�,^' •tSY,.jy..•G f,...�(':...r 1 ' w :. 4 Jil<; .s. y : : ..:....... t .5f/ ':Z;y .rf r� y:JZ ^: t 7.. �11 .:.:......:.:: :..::.:.......:::::: ,. ,V.tY ....:......... J,r AW ,. . : ...:.., •...... . :. Has..com eted f the. , .,. .... .. Presb : .. . P . tal In .................: .......:::...:..... ........:. :111�e r,... ..... ... ....... .. 'F t.r., ..,. A. r... .lv _... .. C ertlfifion - ... . our , . r5 p r . t.: ��))Y a..yr l:}( � .nti;�f::::".:is`•iC.::u;;'. .. Y:,,ri.a,,l.ak¢....l.,i�..}A.y .� ...: .. ,•.(>; :JILi ........... .......... ..: eld es,m 1Vlarshfi �4.•i n F : ^Othextsritate:ouni }_.,,,, ,M1�{+�. c�. al licensa.•r>;,<be xe` : xred: :;::9'S,i`.`{� :.1. 1•:,51i,.1.: :r'!r•.: /.. ';:`.,. .''.l?;. i.`k1i d%§Pi - .f7 >vs +t.4 5J! to .. ip�.. 1i5 ,.:,{::,,v •.I -( pz ul� 9, 2007 •_ .. . ���.. ...� . �v � Date of training David W Presby President and CEO Certificate No: 5697�5 President Environmental, Inc. CONTRACTOR CONSTRUCTION PHOTOS a w J r g 1 i i 3 d$ , $ - k` rai' IN a w abs x g r� 4 ?� 6 k _ , err; �*.�}��p,�[F. ..`,t�@��.."j�J i'.a :," »t;. ., ' t ��.. +'�:i rt'x�yr�' 4F� �+�. k �y `"b "kT#'•.�G� "C' �"' �',,.�� t., p L awR, 'd =. , aCPO t ` i .• � Y r T - - 4 e v .5f 6 � k rs n y a gg yg a tic 41 rDOI y+o sP"� a a s '�Fe�•�.€.` a-�t...a# r� �S`;yip s it d . t� x k 9'u %� „ , � w� y��„;y,,..:....=w«•^"'� �,` .�.'7lla .��vF�_;i.T1. S*'S�}�T + Xr's,,� a1�:�l� n„,.. ���� _�.• . :r`.....,_ —r�,•-'�'•.�y"�: "•. A •�r� .����.. :.a. .. :s:'� �.tr !� .; s.�,�-•a �.�rr kxe,,� �V�� r k” '.k',X .� �r `ti. ,. ., � � h�� �j pp e y�� .7y °�f fi K •� •.. g°.' �1�'!�`�. +y,.[•j .u�.y�' •� ^h a§.,- .f+W�"� � 'x`v �'. M �, ���rik M:�U� xa. V}yam .� Y� ��7.s ,yam_ �'r �� 'a� ,� .. it. �'�%�� �^ � �!��T�s r �� �.d�,��*,x�':!''': ��f✓L..�.,'-, Ali gg 4Wtryx . �"'. �., `� ,`�" t^h�!tm ;+r 1r �°,,R,.+i`t �,1. r .y ' :� •,"'gym. t'"�n .,rf> • '.w.�c, °��°>''��f. aet��.iwt'r' F+4" '.. .y f,,..j as .ifrs'1'�? +�.'�Ea�; a >t ,q � �J�xi A'y �'�" r'"�,sj `+� ,'f�nx-, �"v ,"•.. t �4?3'w'. ,, -«,y�,�w» ";i*�'.1* e�,'r" 3, .. �•�. ar ,� ^n��r �, :�,�},�„ ..�'"z°�"r &aid � r r++x �� I� • .��. 4�>!'�;{��"r�b°��.L�-^�'l�.#.z ✓.1, }rr' � �.g� � .ram � ' �ffi .x � y�i t+k 'S,A u .A�,a r f..n M'`t �•$ �'tti�' «,� '- « A r."t.+.� .. � * �"`'�^k. a '"ff�� �fi{'��s �,� '&z*���' "a"�.�«"�y` ``"". r_ �'''w' r x °' :sr t t .�. � � 'si`t t •n.,+ 4 � ,,;i,.� v ��� .sy,,.w,.rw �'�.^° s �u,,p's .�.. w p, ^�`• ' * 2,n f t �` '�« � �� ',rp"p � � p` . � �''S �y , 's, Rf,°Y�� � F� �r�.39�.�r4r.�. rnY'1�. W rrt is �J�. `' ,r ^. �4 ra d�r`)p yr. rK�t ,�•�. �(.�i4 t� �r�'}''y�t��stt��,� `+X` F ` �� ��:� ,h z t r w r , w ' ` ,� t ,rya � 3. �r' _ '�"""'•�.,,�, n ; rt. fi _ t y J I 4 � S � r ' « "Z+' ,°`°��p' i .. � a "' " =Tj,�, ',w,�.�•tea, :. 90 , rr+ 1 Jy^ is� "f�+R2ryr� �..-, �.. � � ..'....,, .• •a, s v =: i,$„„. s ,...+. � ,�`'+:'i>.�+':�-`7• �w� m a` ?:. °?Y»r� ,�.-^r' � --.x3.>yr,�_.. sy�F •_ ' " �aaw.. ...„ -_• ,.;.,,,k :� :t` xiq ....� w5 e.�# �'` ,..4'A ,,, $`. -�, tak."v+4^4�� •'.,�. �,,.y� �,r.� � ''a€ � �T'� ra%:�;-.x :.. ;q,,, �`�, .. .} < ,:`hr' ��""":,'ku"`4"'tt'M i ••yK, +�+ 'yM �:.i ��'` �."d _ ,�akae•, �d� .a1_. �y. � "�k"' ']^�t„ $ter gg M-•1h _ �,�...: _ Y"� •4t{,� 'q'x�S��b�1+^3a. 9 �� d ^� ,� t'�,nNc _ :,��'y, 'i��', •13��,r u,.. �.�� �!,;.x I� •fit �� ` .' `s�, ::.�.;,� �, ""�. �.:~z °t. :.. .; .,,,�' -sk v a``:a-::.u. 3S�'.a''c4i� �M•':�`Y�+�'*#��.,��.... ,T,l �-�: a 'gT: ,. . �� �, „.4��n`� r?�^»a' �:�k:a. �..*xr .�,. ��� �.. �"' `�iia•i``-;a�a`��� .ys�,�'""' � ;- �'N� �s�� r q',w; c� k�'�`^.��: ._w�'�'1f•.riy�"k� '�.Y 3' '! ��� L� 'yam we ,.c.f''�d`•n. ::�n!" � �.... T:�' Y� '�+. � °-'.w`;.P•:`# m �y. �it�yy,�Eitk 4 ram', �w« `{"' ''":'a�. u��sr� - S.e T`t04" y .;1A + *c. ,q.Vi pp- 41 �}P •.f4 L�{,T e. .4 a.44k st a;9 ,.J '�{ � � �� '. �� +`�.•- �` aye. '�+'�'*. +r'��';�. ,*:.�a; -xs� 'Y+�j`f.��.��M1 _,+€�i`��� �"'',. ��:� »�"�� � '�"�.4 s - � -�'- r �'��rg �`� � �x,,m �,=`n '� e gip- 9r°a c �`i+ •rt .��c; �' ."� .�'�� ;'� � c� rr*cw;����„ N.-Li �„`,� w f�u►�d,r,� �cw%� �.�s�a11��N,ti � n 4 t a c a K ' S >r n a. •4 ti • f �a jl i k Y V ,,,������yyyjjj ,� �. s � `� � 4.• ^� r. ,ne A /' t�. �« . ,_ _ Ry��- ,� ''�" 4xlllx�x Nth ; a4 at Y M a+ w« F g ^�'.. "�-'c 'S'.+-x'� *i.�p°. 5^ w4•� Kati"� .. r ' <... t, J m ����at„ x w�, x -•. � ws�,,dk -.Y •' S ^�'^ . ! JIB 4 C$ , NIV Tut r, Y� ram. ` w, ,•may,.. ,+ v." �'`5,+ � �� ��� �� G� � r 'Et'� ,t' � � � a., w . �yyiR 11 - e4kt"I.Ni� ;s ,7 Ire ! 1C my e 3�t.f 3f 4 {�`�,i�,�,,�n`"kt�'; '� +r ''F"3`4 "� + g i i�� x+ �•� �t,�" � g4 ���1y y�" "� � �y �i .r.+. ",�' "^'°a.. R ° r FFF I „ Q 4 -� � r eF <� �S ai'f�f YC vi a-�.y. '�'a:: r C>� • , a ..,F +£:� i�' _ �' t4�� ,yr ���{ d' , � - a• _��� •. /L y4�,i�rs,-s'• °"`�'.,,�� u+ 4.. '� �,; ,�„r�'� ,xi�.'_• ra "tiX��..�T�`ryy. sa��r'�^+�r< 4 ',;,,,�..� : .: '� .-� � } `� � '4'Vk '!' • �N�m`��#'�o�„�''�°F�"sy s��v�"."}.'�y' *`y>� �i Xss,,�, '. 1��.. '% rt �; , ,} , - �.a t �k � .,:.:. sll,£<i•,r ,s` xy%,- '�3�'Fr�Fr�#� v� '°+.°.�"4N r��°Fw;; �yyr � "<��e�� .• „, rG,� a:. ,, ,Y .�' a T� b `<��.sb"+'� ,nA a ° �'x , ��`"w, 9�,i at°'�',�,y�•rti .t ,� ... -'� e e �X� ^I,�.'• -. µr .'-. � '��i�� *�,�tx3���q� •�, �R. ��^"" ����**��>s'^'• a�'y 8'�.:$�l .r€�"`�. �'e ���,w A*t".� �• e .. �„-nc,,�,i ' � iC�yk• .♦r r i� i .�'=cy�'1a� `�a,s�>`"�"�'€VA� r»:r¢°�.,£�fa a,' ��„�'` -''��." � � z°:sT esta�., a„ /'�c -' ���s��i.yg; i ' F. "hk a.a �•'i.:Prn -',`, IML`�'^X '3 ,$A fis' � '�'r-J �• 9 ' 'M: r ,! .u�, f ,$ Mil. ax .. ` pr- of ZA �+ �%ter', {ra� '� ,.,�as '`T,�'' , Xc� ,� �",�v'.4��`� `�a.•r.��re�"�fy.� ��' 3 f��„fs.r,�,i .� �� k F" e► '� .r. ^' �: ,%"hY�i ,. "'"�,a; ' ._. yrfx,pp�� a .,r• ,.y:,s"`�. ',#•''4` ed� s «✓': c. i�,:a}'i ��::it a•. _: s ,q ,alb' ..:. �. - sgy'tr r<k,k S.Y i 1, p ,: c �#,• p � �. tl•'°^ r � r: .� �•t * ;iy,b:d'-�" '' d"•.uaF°' t j•4T �.,.�'.� "fy x {. ...r'� 'Y •# -�'.'/� �,`- .. .t. ° z r y, ,$a�p" ,l` - }. sx. •tom'. G, r'R i ".•a..f' p,.fh.s,� _ ,. • x µ,..€•b - .��.� ++�UP �,r��,t"T.�.� ` �� .`;F'r's ..' .x."``� ".��-f' :d` y�s'T�' '.�•�;�E ,:�`��'. _,� fi' . �« K.. y.. - :•°' :,: k: � t4 s �`•�, yy���?tf".. } r""�" - ..'�d.Tie�. � '" r. 11 4 � • • . , � � .�.?IfT'r,�� A. 4 ,� �,,•��:. , ,� N _ _,c� a. �- k�°�t „�� y_r. �; „'_ r� ,�. +• ' >r x r`',r . � µ;+ R ar aP a r' , :F '. +Sc ,�-s: � � � N�:t .TS .. v.F�sci}a t'''t_6• fK' RI ``:� a•14 p.:.-.. .- 9��t� dk �l�i� ..1,`tti; } 'A � .��.. ,r�, •. ... .;.. ,.'"_ �`--:ire• �� - ' ......?''',�.... �.f� �m.,,.�e..r+ v. 4.rF�,�. �.C`�,... -� .�, * �,<raG ;,", •�'� � r ,�a-.. s., ✓...'�� C. .-45 � n c ..:. - n � .� z-��. •,£. ��`,� "F � F` ,fir. 4{� �a�3T 6�'%.''-'Sj ;m."s�;rC .dcs :1.� ,a-•`ip� .. ,�'.. ,F ..& ,{;.., tg 4,. •p' �^: `� �"-- "`'•::n�',�3��,a� a �-M�����" :"i•' `y°. c7�- #`^� r�+a •r{��N -.,�04. �<�+.t+ ,tea}`.% >. �.;., x'4 ¢yy$` � <,:.. , rh a ,.. sxr -:.fti }�` �e• ti'*:. •1. ,�, .r' ��i:y .a"'er � ,1 �,f•' r°s'v sz' C� s.;'ti s�.gas�.. �a" r ��• ,:;��� y. :. F ,re#'` _ •. r .fed":,, ��� z *. :s�k f d�.+,c; r. , ;y., t:s��4�° y i .x;"� :s t ,' i � :P�,' -: � �''.,: A'" 4' rj; a���,1'1'.. k� v �4_ � opal`7 ♦� <� -1 r - = r - �3 v ,,r v t .`+� .. ...RI� �. s. r-. _, . }.c". •?•,t d'/ •},�k � $'"'T.�y�;rf� >,iw '~ �d 1, }��-�S� .: .< v _,+ " .'"� .mF. ,. ,�.. ... ..�� 1' - ,S.: �,y, .� .;;�:�• .7'+��' .:.yat r1,�. ai� 'u.,�t,;.a :iT ri;, �.�„ �� .�*'. �-, '' •• �l '•. °.fix. '� ... d �y '. .r �' ,.. ,.: s .,:,+�' _..;.. 4. J' �` f+-."4+s..,.�•`9. �°rr YA .,B S�r.•v WdlP.v. `�'S•i' .r;a F.o->.. ��F�'� , .- �•., "..,�,,E.. ,� ,o,: w e..a „ ,.. sk..Ix ,,. .,; £..r.: �" ,,e,, xi t��r� r.�r�`€"d. y.°' -.r'4 �.;cs" y"'.�.%'..;y:!, .' d' '�' Y < �'>� ,,'"+ P..r�`%' �tg £ � „� 'la:.;yi;�.3• 4 l",�.i'i�7 rya u:-...a+ �, �� a•, - _ -- �gs•4,.at3wirc,..4M -. �••a x 5 ���x�fF +..:i S.aN,. .,. 1 ^�, �s4 ��. _ `4v��•c� .z'. �-0 .,�. � •.r '> .. , ii' 1' €. el � f.. +,.ya ••7,,t j', k;,•r.,rs 5,.... ss 44 t� Q apt` s JM. d ,p r ay fir: at4 x �f .. .• >: �.,:•y .A:y.aa'�...�:' � .,w f. �a<�,t{}�;� � lie,..:=f it'n ,. '.. Xr,.._: e...•f.3 z,.x4°t Y":�: . p •'�* f_ n;1g` .,� -!y�•, ks%. (w�� �` �v e"�,, :.. :. A.; , iT .i'�,,._.sMfg ,. r '�s Y.fi ,��r �. '. •��ty r. �. ,� ?'�._•� -^�'. l�� ii� 'ix .i��a `�j-' #' �-r��.s .,f- i� d+ :*. .fit. fi � ;'t; ;,. :`��';� p pig' •°t5 < �� ".. i;3:4> a+, � _.�,, $�"rt�'�a lx.;l°ot.;;..t.�'k }- �` _:�* •;`� ,��»q�;d,,.1r ,.: �,�. - .; a, x r" ad ys «. �r�:i'fi` �;,�.��, -���'�"' ,}:�.�a :�sb.'<�,,�. ,�i.y"'�-,aft': -,w -a. �. f.. �. ? .- 1 yf, f€.. t,.. x... , :. ",,, •j SE.,`}`- �,yy-1Rw, . s t. .,.',� xy w ;, .�±� :, '��.,�.•: `��;�'�„' .•h- Yam-' :. +s _ � �,, `t �,+Gsa t<x-p'.{=���. � �>;a�C3S z+v . .. .r . ,•; � ,s,SM. t*, ' �"• '�� � :,� .X; ,3(.. �'+,f�..,'$ '� = �q,} t"�� a:�",r, >s-✓� a. .-«sa...,�$.;w.t..r. rarh (S���am ;N Pr�g'�i� 1.���h��� i�►el� �xe'��r� ,a ' � i e' S+4iil � + 'c�'°T'.�. '� '` A''�1tr�A� x .. � � �` •e;�a ^ '� -*',* +„��� Pr �S Y w ' ��-.fix u• V Y ti y�v. .tit -� '�4• `: ,; ✓�.,;_ ,��, .,,., � -.,✓,� L " " ea ip� '" �, .: - ,,+,$4.:,,�} rt •i' � � ,T ,,�'��v,�r�" �:.-� a�«F,Ir'"r•.a. .... 3 � >,:wrF,�, :,ra++i-w.' .s �aa'1 yy �*. .. _ �� °��`� ""�'�T"�•°'A-'r�F'.:.r, ;� "A �'.:€•"f�rF.,.... ".,al P:'+d�" �'A'-. s r, u y -•,may s 'µ. e, w w."�"' w.W L �h�.-. +yam,, ,"�^• e,w�Se''� �'4 ,ar. ,..,,`� e,. .., -K,»v.K.T'�R '� ,. ��� -",+,»:�,„"`n '�.,..e ,� �'::f' „a� .,l�`r+•�• �•y'� w� '«� .,��Sx_ �� r . ��,.. .: •,. _ „r'_ .«. .,. �"«' '� +.: �� ' � "` s'G :�' Ra •0 , w .� Z rt- „�^,,. x;�. � "^"` r��rJ-q..,:y'�,raj' u.�".. �'" c;,�. � _ .r�.a•. � ,r y,�v�3yr�x• c .:- • y� ,. x. "V .F �++. .,t ✓ � � � ,'i. r*"`�.� , „: z ,.v,�. b - �r- c +F* a�� "� �'y, ,x • '� ^R .... `'�1ya° „r %^y% r. .� Rv. �� h �4r 'X"v � ,c S ' • � L �q*+q�..;.,. ...F'`.., "wer' Ac'„ t - - ^..,-,� .,, -"n 'S �-i,� � � •r' c, +..b�,g. s�Rrr, �' '3,..�^ �*�-U.. ,�,�* '•� -4 -.a. Sul. " � w ;yI JrC°y •'Y w • i f.c w T i It -~..a''� J r» x u ti m ga� , F 4 .. �t .V r u is 1F e a� 7 �r k�...F*fir} +i. �•� ,��r� r�olhg"��cey,,tAZ- Ply. " Y ,r f � � RS y�...^'�'1�7�"`� '`.:" , .9. .K'W+ .. .• yr.�.,n.+.±..,.o..+..+*....eeR4�^`".�9 _ � " q�, Ay' 4 � d ,«^^r� � gyp'�°+ *�,pac"_ ��V. yy ..r r w m - . ._ ,�. , -5 �'- � • :^ n. .Wt` r, vat Y.� ` _ -, _�• t� ��. a- .� Az , W' �t"��w C4 �"�` +vti .,��,� ram,. '" w,s "'-. "'�-:1t=" •?.-' : ', ,�'' `sg, n„ ,4t1" «.p�,....G - f'+c K. a .^y. 3r,„ an•. :J,e��'` t' _ _-�"f" 4_.,e `aft?+ ,a - ,-`- ad si•.«- 3�'. 'E � - �r+"pa �`.'r" -�� ^,�.t «r^ � 3:e.2. � �,� •.'nw_°.e'!i'aw{ � a �-.9°' "". �..' h _ .wi.s' '"^r. +: "`& �, .ram � - ���,;;�:. s� �„-.#�'- r"��y�„n+•+•«. w'W,�r �'n a� `r- .. „�w ;� xs sF`w,wit- � s - ,a•�w,°�-- „"'-�h*" ^�.r,-:.s .w a„w^ae "•':,,�,- «..i.• ", °�. - _ '�^,�' s-w,� .,..«rl w �"+. ,.,�' _;: '�. � a-.�: `i ,.,., �.., r �a� � ._ „� ' � �`�'*;:�r ;#�_ d�,a' ;"• ` r++s. ...,`,py,^, +iw �' �.i� _.te., .:c4- .w*^-. �"�`-,y.a.aa '= .z � p. a �'Y^i "'•. �`� €mitt°,.,. m °�a • k - ,�. . "� a ,i•+.. w `_„•... :,. � .4 r `'°� G,ti�. +,�.'`,���`,t wu` �.,,....E„a�'..ac•� `;:" "' ' .� `-.*i�",6+4a +s,_-r' ^^ 7"+..*As�%a"' � '+�,v. r,•..r< -ix� .i,`r "'t`-.'''�s' L.'"u. ,''�` '.,� t��_�a�` ,w'c'3''..•w;e • _.., ` ,ram.. a.- y..n .. '. .aw n .•- ;t✓- .,., { ° •s"..�O'' ;s_...' n «�y 'F.+,w""+^.... «,y -,•:, .. :i�!k:'r •� ,t -�;- .tea', +g .*°' �u"" " `TM v,. �. ; .. fir,,.,, a^.a.-�;,� � r� *I ;„�. .e - - ..ram*" v .°k�.. ,. � ,.,�..- "'8`,��•.. � �� �� ".. . ,, .t .�wa: •, •E. R � s+v x`` ,.- .. ,.,� a< � rGa ".�., *�( s A'a^ ,.�..+ t^>�a$� a 5C¢}�� W*, _ r 7 ,Y" "h ew .�� � ,o-+��„ .. .�_ w ii.."`c!'? r•,+r'. n",•:snOf .� ''�g�i="F:q!`yti'9 ,-.a., r�9��� �.�' _r➢�a'� i�.r„ IN ,Ll I , r u �".� ,r, .a:;:' Via,,,. +:� - m .:r ,� �, � •� �.,,,,iy.Y�,,.. .,,� ''., T yS'� '�+ 'c ,�_� ,-��_a'�`t 4 , _ 0 `"° "aa Y'+�». a, ,''3tlt tA"' .. ,W "?' •''�._ � °,.., Yr, N', s ecMs. ,<` _' a'*a' 'Y.+.. ,,,�s �"a h M1..��: �'qc , }y � ..+ cam .« � �� -a :'�•,s � "' � .�-., �„w� . �; °�:� "�-y s.i :W .�� � ,a n > " w �.. �"' ,�, .,.'mar �.�^.. "�"�`�" �'.... �r,g,"�. '},+,cy � ^,,a•-� � y"e .�. ,� ,� ..« . + �,s .r,. - .: w r. g «r #J"'�xz '* �• a � � '- ,,¢ _"=:; ''a�.�-G� .. - f-a�� ..e I �: �.;a, :,, �,� ,�... $•Y*�7 '""�l 3' � *Ww � } -mFS�#8+'�,. F .}'�e '�.:�a'x"�' �w""a"-,. -� '�� M ,- r, °:, , t^+w�. tt C .�" sy„�� "` a� `,�,is'"s�'' igt•a� ��' ,,r_, 'a .*'# '��' .,a � �--'��`'"�"•' ya'- `i:, i'. °'�r.�. �...� a,�*,�L�'�,,..�ai.` +w.. 4 «ty. � fix ;�,a .,� '�`.n. 3;��,/1`r tx'e ♦-� '':Li9"" +§.. � ",.� .,� �:." '°C' ra'� �.,� <*„-° I ,�`�r�j. 7 f". � 47,-•,,a�, i'���:. 3� •`� �•.��� � %`��`' �..:+a �,^ � ,: � ,�.?�t��,a��Via,. �;,. yB•.,..+yrt '•,y r-c'G\' - $ ,s '4-, 'fi +h,;s ."` le, ^: .w•».,;. "r• • r - r: c, +!�,? d .+""",•'N,d.. ia ,�'t'�° �`-"� - 3w ..`^ .,5 „'v�� .s4'` „ fir_-•-^:. +IR+ ':g {7 sue.'t a�'j�t-. •+a.k'^,:, „s r i �. frvCPO .a^'E,,rt`'� . io�y. '�''"�'�^-- ,�'�� tE R�'�x5, '�.>�` �rt•°gv" ,�'�. .�" �6',f ...i ,'� T'' "�,w •a;, €,+ a. .. ^`"� y �� - . , ,+F y�. a'a ¢+;' ", ''� .m} • '�7 ..-tee• "`v .. rW A'+k +' �«a `^ ± w-, ` � ' ; c -�„ se��W,�� ar�+al�;� a, 3 ��� �Cl: � tY ��.' �' >"'k �';�i ; '�"`�•.s �" „•�'� ay , .r j• , s., w . � } ... yyam" .. ^+y, q�, r w .,. �`' � P •Cs y s , f , gym, _ R n w nr .. „;:• `w "' ,�.,:'- :+� .:,.'' _s.-ate... ' r."i ,w„ ..w .. �! deg„ yam* .fin ....... .�"��,,,`�tn�`+��. ," vy„.;„.',�, „`,-,. ;._ � •m, ��,,a� At,�,.� '}��;:s vet �r *.,�'^".'".�it.;::. �,, ,�,-, ,�+,». ,� f"�,'�•' '.'m �..�11:-. � •�,,or * ,: M„ ^..ham �,„ �. "`'�` : .�- �-r "4.:. '�.a, 'c„r"+.r„'"�`& -.x �" w.'�.-,.� ., .n:�.. � .�: �.+ "" ..�'+M`�. ,w.,:.• �r'?i=ai-w7�..,cas�'�'war...�.„ '^�em ae"4" �� �Y � -- `�`n' ' '..°� mt ,a-mtw..�,>�,'.. X� s n" zfd+b�� .,rT :'*r,,w. ,. - „ t.;vM.�.rv. '.., .. ,:• °vt ."`. ",-�: '-aC ;: c,.ra;oyy�,•` ,. Y •'"a .-� s.� y ;,,,w :vr.-... �� d.•3„.:.. '1R..« w_ "Y. .r,'R, a , a. > A'*4+i�.'^�*'"�.s ,*,5 , >..rc �.. i�f N, ,. ".' ...� �"T" r '', Jn` s* 4 4,., ';: ... , yw+.. -. > ., M1 '�, ,;y�'°''.. w xw*,. �, ,- , .�fi"'?. � ��Pw, �''.a'„ ,,e"w, l»..=r,:fm�=' •",»ww'r''-.*�"+i+.,s,,��,. A �, - ,,,,;: '+...-. w"' t "k> �"' t s �'r-,,,"' �..ya»' wi+4iE` 'M `°, 'f.t �%,.. ,s"5: :`.e5r•^.„.yt ' : ��$7^ NO + .. .:. .�,,, -.-��#w � '',e '� �,�. '• ai�` „fir• T+,+ t �'?:�'�` � �- •�', '� .. �. ::. t. _ �, _: '1 `�,• .«�,., -ems' Wi', �rr1`. , ;E a �1. 1' y y ,,, «. �.,„„ ., +thy'^� {� +Mrs , wa• °�r .r �F„� ��.., r r T b _^�'�"; $.�i. ;, iK•�.� ,�, - ^� �, �F°-«�'.mot,. �, t ,�,�.�'a ,.�a. . „�:. 'yy Of "�' xy'" .'�,- �"apt `�"•�"C "��"�y .� .- '`?? �� ��_ •y�tr"., " �s � r .,�4�"�t= 211 r ] sk .h ^AIM � # �.� � �'I. x � �� � 4�- j I, .w._.�, s, '•: 7 (s- ', ,rr. 7P '+ + F `"a'eFy. .• X 4, . 1^ w fsd���,�35� � S1'1�flr-m Sir s , .� , " -' � r'`' +w. •" mY.' .. #" ,, .' _.,..r•w�«'. _ ..�"' �, � .w � .{.., µ=.�*,,. -. �"�. y ..� +.l. 4`V°'� xRr a Y." stac y fY r • y i - q .. y . > • i^: ?i.{�Z"° } �'M !, 4.+, l,�.�s'" ....��a' y =A -..w.A d?t.?.. "� w x aw : .,C.,�- ,z� " a ±`.• � r ,,, �&+,#:k c rw Ar 00, r F°*4G.c.. .tfy+ '� q y .a •.m t� " to „ °' • �'- v .• n- `� � �1Fb. r je' K'Y'k �iW�T`�� 6-`T'� &„'',�'e *S ww ��13 " Yt. •«.+.�`i^ ,fir � "'�. ��., � n' �' �- $ , r . ar T. . a n wA11-, oi�cr�o�PY1 � WA�_� h � / � sA, T�� JAM '�. if '�L � .f` .�. r_� � �y.• x! � a J � �.e: �."� r � �i� _ •�. „ t tT i mil` y y Y ° .a • ,7 I ti n a- I� , o .r s ° < i w h yyk n +4 * K au— rA q a A�3 rir ; a .1 m " �` 1y x � m r ; a a CA - ,r '11w,L , e r r . b a` :3r�fi, r: �,.ra- ..�af�r =;. - 'awl '•ti��`A"" � .dre.I"cai�r��",,"w}r'Mb ""��-,r "' �. � � v , rx. � ,,. -" �• � H„tom '���:F �C.,�y w:. ' �''�,. `�'` � �^er ` we ��'sG° ,�,x..� �, `.�~�r �' a �C n t f+ �I Nn �a + II i �z y �` r ��' � .,e{ �� ,�,� � y., �. ..s. " .:•era � a,,.- i "ar r r ✓ �^ rs a tx a � n n , .,, > , o r �lqZ, � r s Wiz, '19 41A h 4t u n , 7,1 „,Y � x^'°� +�.• �3 r. � �yy�'-� n .,wan• �t��.. ,,, ,,,�', r v a SP Y � kd s• ,sga�* W �� r +'"`^ter �'� y �, r `" �F �Y � ,.. a •�"� �.�' `^max � ,r 4+.> �.% �''"' � +�.*. � .� � �.";,,�, ,' r r._ r � ®�c' .•� #r�. �'.,�y�l y: '��'" .> �a` _ � = � �. .r�+ �«, �,,,'�.'�,�y`�°' �,uu ���, .r., t" � .a�",` wr _ � '�"v• .«w. +any. �� '�,»� `�+"' � �•� ,.: •�8 a * �,ram", ^Yr -°T �.m .., y ty. � r T - ,4 3 f , E �r r m W , r A r +- w,. •�:_���. ..:` , a*. tt. �"�"'a�A""+,,«. a ,� +�a � .� k � "a r _ l v .T f• t 1 �+. �`, � � +�.`W'7 ...� �� ,�� WPw tT"`'.:s'a �� ��� ^��`�aa� phi�� �'�s�, '�4.Y"� - , �,J�-�� • fir• « Y s %.� ^ _ �-� it '+f`F,.!.,y;,.3..F 7:•"' ?S y1t � .., .+,« ' y'r'. ' 'k:- ,.w �.r.,.^ +y„ y. �tsk, • A+1'. , Al A- '��� � K.» -� �'`_°»�".h +, ,, N ,»"'�"$,�' x "«.,,�,���'at••' '� IC� °•" �„a �r""y�'r y� n ..,.a�.,- �� �Mc�`y`f� �� �'" �4, -..'^,. R r r ,� ,� ' '�•1,�c}3C' ';;» ,t+3 4^ ._^ � - � w.w �4a4 C���. �" ""N' "��. ,r` ?f" �"^ �`'�« Q' -:... » ,+ _,.. r.•t �"� � yy� �,.., '�«.,""�„# �s Y y^,,;,^�f2f °'. ``�,'i' ^a ::ra..y^rfiF�1.' a.���" -a; "��'''w��„+�'y?�+�. '�4'^ s_"�!!A ' � ,^� � ,.. �N.��,, t �#"# "?fir c .- -e• of-, t a y,47'xic' s� � .sx°� 6 ,� "�- ;„�a�� • a � k-J �, k R'e� ..w�«• c is F k10�,V- }�- y ♦y m , g� Q P ti. AA 'x N « wt•fix �.s'7.M., M.. ��.:,�z�- 1 .�!•".*�.. 5.� m , y +�''t �� 6 e ,a"'$ 4.R ,y ri ay tc Ae �jo *Y iew + C'S01A�"?1 �s�dy�Y71 V{Yl )'Yl0 Yl 1 u+ ' f v r r= � r � ,ram� k "• �`` "S�� ,tom'� � � '� - r�yr�'' �--",ram"�',�'"sh <� w .�,,,.» '_.�-+. r _ w"rM ���,� _ � y�b•��,.��X'�—.��"'**o-�..:. -�, .� �, k,.eW '`[`r,=� � `,�y �a.�'r�' ,� s`•s � ,.,.iK�r'r�,"=a9- '` ..a�.•^`� '^' -a--' � � '� r` �.. '++,ti... ' 'x a.Y a, l'• ei , 3^'' �A 'r'� •teary P` cr s j 'a. ar ',if^ � $ r .. b . +�` � a „ � .. �. �� r� •._�� fad � .. '* gyp :w;�,�5��,,,"�. 't���u ,.,.;•�" ,,. ,.r-s,+a�,,..,,,,a� �'*�5=, '.a �`'ti�s'�'x ' - a\.�i;.��^ � 4.,` r °��' max, y. df is , ' AN �+ ivy 24— �ra kfA ,d,_ ;!' ro` `` "„y"s"?GL .• 5#,� n,,d� {f' � xyy:J �.,� :...,, :� , ,�� C� „, • ,¢._. .. '�'„.�} "�` �a..;,} '*fr�i .. •..r ," :.°",i,�k v,1 r Y �> r� { 1 ,kr � w b ..fl -3. �g,.1 F era�,�,a�!.�TM•}¢9' � •� ,'��y �^e "."' f'ii.«.. khe, 3; . r er :-r ,".,.�T°"«p+ i �, e a e r , WO,- b :IL � �" �i., , ¢A' �i S`"4 y�„•,b HL • yTA. �. v�._ _ iN! r� y aid ik� �, w 3"ti ti4, r°" . . a/, %Y+. ,: ak'r ♦ ,. ,.�. ,¢;a i .. Y«� 'i, r ""� � `-,. �x. _ ; SA r" " 1 Yt ot � "fir .A'�'� � • '•� r , ;!° �X�i'�'� �.��� ,� �✓' (�'�i 'r, s i ta'. - �F1.,- 4.} e rk 1 .y. � •,g , s"6* .. (� �.j ,fir �� a �` rob .ft� " + i of� , �` "r � � { A Y S • k c� 7] /' '". .? 'a eiM.. �r v�+.�.a'��3 1r-`� ,!" , o '3 a ,r .AEI .°4"e'Tf ,, •.. r ��♦ s • �r Y' 6� .>t�. S'-t -A �. .�"L°�r+ �'„rs�� 'F.�}�4F�'!�M�� xr wf �.. � is • Wk yy Yd a t t t,; 1 <�x ,, •? b «, � , cy�k �9r,;z � "':'3 r%' tXt p4 sJ ��� � ,. r n,, � �.. * >#��.Y�e �k�y'k. �,el's.a 4, ��i;,F +{a �'"��°k�'1 ��j aw-. .lR"r �i�a,„�'• ,5•+��,( �J"r�'g • , ©�JT '�� 1n' w 4 •,p� 3 ii°°" r µ ' ��,�"{ .r�vb'�, -• '"Ct'w'" _ `<+r� f1+"`a1".�. t � w T rr""« .�.`'s '�. �Ii• o,�-v ;-� .r . f a � •� Jif ' t r7, J aµ h P A � r y vz- Y �. .' �� �,..,,�.unit 4�� ,�'�a +ili 7A"i �,• � . nnaur, d � Y� '"�S � �;��. � w el �'",. i �� �" rt � r ni �� a^-+• r`f" ,� �r'�fix' �. c .t,�`d�r�y ••au'p^ �� '.mot m r' a w � ^'a'° '. `L`•, .,. _ .. .` `,_� �' � -',�{• �T ��� + _ Lx � `-`� :sty t i �raAt,i Ate; f x T, - gyp:'" � ra a�'`'W'�i �d � Tro ;�&a .+tea rn1`„� "�4., •f�4'^��:.,. •wi`,c a�euwx,�ad w�v 'Wi r ivl + + Or, �� ��^^�`, �{�vwl��""d"n�.�yc*g`Ci`_,w �,. nun;„.�,• 5 :w} -Y»»..��. A1sk:ih+�k��r� YR)O> 7n) a d # A. 177 > xFi „ i - r , v YR^'.-� � „ W ✓ Y"ie^}��v.<. 4 f ,i `>� �.R-r�+Me K"rfX �a it:'R+ A � � � 4+� XT A .a�',.. ..�. : . .� .M*• ': ''`Y 1 xk �•.a � - 4 „���d`i#'- i I� � ��``�• �.3^ ' ��� �fiV� ���X ^¢���'� sy3� �,+T .� r < '�� �,�,r, S.. • �a' * .a,p °iL`a=>� .;�jZfi,."°p ' a �� 9.� _ M •+,:t E�_t�t�.• i'°°�E` `_dy� °�� .. "V+ ,� �U"1 -is err,.« �, 3�r _ J ,�r�,.• � �. � .�� t� ,� 's..+'e'7` �� ' '.'� �. ! ass 1i yam- ., >, a ..e:' < N >« x .y�,. >-,e%+i, ^*,. i • �'ta#t, .. ^; �_. day ( S" y ' • ' .1 `;v „s- _ '. - �` ' . , .�" x, ,, a+' J?' ''� rj .. 0• -t ...�r' ?-,� v S'.K E r *"�.�.. � ;�+ ;�� Jr�s�i;a., � •� .,pi;`:. ':,Na .,:� ts�.+., �r�,1N` ��.°�... ,F�4.`+¢. c ,.ys.,ate �+'�, - > o r' ;w:�. .vi •. 'r " ,>r_ k,1� a�,. : fir' '�+t. ,��, 4 ,,h, a L� ,;;w Yr t 9 ` � > .,_P ..r rp Y psi°. d �'' r�.�` ,�i� �1ry�'.".£+ it '•«4`�q "a'S'�" � "`�"A#'--'aa""�,i" �'".9h'i�..,: �,A �c.�e 4= .dami^eF` '.�!.i.r, a; y -. �.�-�. ,..A .-. �'„�. . ,`,� �;.�.'. ''�'f r .X.,,�'. «i+�rs,. fX" o ,,j„a 5,� '.�'!w� ".• g� Y,y�.,... y„.fio .�'�i#: a.b �'f�i ..r.-y y +. }' p3 s3 '� � <:' �ei� >" fit e"}2 _ '• .tl . +1_.. .i If a� .x� l �°.> ..s(�. a.,i. :.� .pY ��!'�gyp ; 9� _ ]�� �. '�- 'uS"4"J,� #r K'"'k'r '�••,;�:�« �'Th",.�. .w,R^.w AQi;� ..„�:.4 .•. .t s w 'fL�"��' .ur .f p �, a r 1, y , „�i` ir` r<C r'`•. r 4 �. _ .::-.�� r �� � nc:.,� �t '"R+;`;�,�•'2r:' �f'41N .��r'+`. x� .� d^t�'°<.r •.+r1� ,P �,.;,Y y .K', m w �* �. �"..'�, '���.-��.a,:.}+: '�' <. ' al. •:. < +'��;« �/�,�{.� �;'+q=z*',�-r'r1 7: � �,�y�"�5,�4��� $"'! ''4 F`f�=�}r' �,s,-T.M.+c�''�``` „a`'�-. ,... a:. a 7 ,. "•; :�. -* r .t,p,'3. � ,��.a. r r✓ y,, i: j {'Y'^ #�`#� k �«s;.:.: •i!:_. a' '-=fin* t - '.*-_ xA�•.., +o-.. ;- .,b � • .� #fit '� ', r a • j � p , ' ,r • .�{ , � �;'X4�'' t.. Cam, "S7@'�r !Y'r`�6,'� t'i.K;' � ,y��F.+.,.. `N , �aS 7a� '�'+"�" + -�" `v r - *M" .rc'+f. ,+'x r � '�``• ag" :t �.« r �y.1 +y� t,6�, .� .�t..- ka.af..! �d#, .,w.,. � F,3s a.+ .. '• _XMN�i S '1 ''�` #• L,�% �` ;.-��'��.R. r �� .�r `"�k', :•�•yi �.��.�;r�+.� "x `}�. f., e�," ,,y+t ,zy t'� �a ,�li.� �r,,�t " r� (A' �s y �.. �,:{� r*�a•f,9.i47•`° ..;.�.ti�,�fe -.�f t��'k`#�� .:fit* } �'V,. ��. '«�,� a .. F xd,;;-t.1�yf�.. i; a`.k:i> ".i fit.. �i�'.,- ''d�a'. �a�,. i,�p _ � � , � >,.s �. �*,., ', t , # � <s a�,� �� � ro rt� 'r' "fit S r..`'6��J ��,�' s.xr�' Sri a�+� �k °�.c 3 e, :�. '4',� ,�l•i;� ,��, 'lF^. 's> ,'�- a "• �a.'� :� a ' 4 ` ,� a,�� '�"r {tf.,� � e�''6!'t ¢�•��+?�*S i• 'a�1 � �s 1,���z - �'�4;�' J •��g4}y�st �=r,'�_ .�'! r� .'urn.' - ,��'+,�' �tn 3e c�j 1Y% r t .h e ^ - ...,-.w^ -Y;a y a INS 6.11 .^+,.n. .... �" mq'mA *� "•,,, +Y.sir-!�� -qt'p':s,�"iz+^ y.... ..y, y5. �«'� "` �`�"°'�`";� '`t'"` ',�- � � • �� � `.Y �,�. i .. • yy aTs _r. -"..,. A" Iw'4 "0 4 #4 _ 5 ^. I� lry�}' J �i • x • vE -� n « IN a SI t saw E^ e y w # • 4*4 vk 3 re �•''s,C '* --� .: �"_; „, i" _.Mr � '"a,'^s'� .r� , k •�' h�, �"�. ki ss s �y r sr M - y s � ` g. `h %,'tf;. w . 4 •", � � +» �'q�t'? Fa;,y � * ! Aft, _ wm kb I u* r AW po ow 125 —a Cu, ..� r �",) � #r,ti�.r 5h�,ry.:- !T.IY+r"� � A/. � '• t9 7 vtte,'�'Y C#iY �p, E�, `'(,,� ,P tt/�f .b �t 5 'i A As ^ �'±,�" •'S rm pA•yy�. T/f a y`' «w o^q'�k« ^. fa.i .. *,tea .!• . ',' �.,,r a"t I`C��w• %� ''fit;, >,,, � , � ,+'7hA t .�,... S , rid a .t �' k� - 't'��+•�� �'� � �' "*�.r`"� -, ,�,'„"�`§r e, +w ' , 'yA 2 k ) t `r R ':.,,yT�aJ] V '. y w 4T`y"O •+`�++. . ice. ..tti ,y�•,, , +. :1 r w Y Y � i.t�y.. • F "�f'*{, l 'F M�- "'bi`. �„eo'S n �4 • an- y � Ak into P"Sfl,. r ZZ Ag Nv , ` Y F �� • ter r . .,,:2 .+ t .,.. # � � • _ 15�Ie�� ./ i'. Emir"»"�".. ��+E': �*r, �,.1� �- �A - :... =6.'YI PA"Xidro•'•f"-��MY.�iEf d" `..�1.�;"..y9�rr.r.m.- .. ±t: .' ` - �,,....,—.py,., ,q� e .yw;r its � �q(,.F r. . �;�- A" _ .:. � >r~ w•� ,., '�.:, �..-•.« -. .•.suga. �' �� 94d4n a.,nsv :6 il, M'a A4' ,ra.a�..;wm ..m; - g Y ` '4 r'uru�llYo - wx W- _ � .. y r„'g`:- e"F •,J. '� .D' w .A.�jj rj� .a tx - F;^J"G �� "?'r��.f .->,�+,''S'A. �°A '�"Je��.�s•.,. -Avk �"" �^� •"ate.. y rE ,!°F� aa",�° s �, k � 4 a � N` ,. „.� a.:i `•�" ^my�ilt+� `Sfi..K � Y: � �i!'w +tf. .. g .y - t•3'` fy a `tom ., #a ,�^. _. 3'%� aw FaY. ,rh 3 ...r,xs c r x �'���,. .�*•--� r."c - -may, ..� ,..- �`.. '1 �,. �.es• �• �*- «, -s a �� `,R,...,, � -r,,� :ary� E• �i,.ram — �a.�;, _ ",�_: ._tl� "°' ->E` �` A a ,r v' a- , es•rR? .y,� ,t - may. ;, � �;� s�`r`'`a, � _ •fit" '.e;�t.�. + � ..�°• {*Js# �m a��..4 �•t..f�', s .� �. ,.' r +d .. .�dot i .., �: �'�` 'T ' Y �'.�.., , _ �•, �' �'. Wl- At p°�r•+.,.- g. a+� tr Ji^ � ba`�+.� ;" ��d� 3� i''.y�•�• _ - �,�:a»k���' 5.+� a _ � fi�'� y - { � ,� � re. �'�.e 7,' , •� ."e t :�` d l:ut-v,Y .y. s, r�a e r..,�.� i r d l�+d,.. � .,�". �,,. �,. . � J - �R3'*r ,.t.• ,,,,E s,;,r.e"' �� ,.. a;. ,� �$ t+�0 r a^'c r 4.X �+. '4 „ ;n. «. " ,�v'� . - �n r- � N � 'r .��� c. � _����� a{w�`rIm' �� E ' .9'. . " P at'v'7��'.. ,"R''kht' �x9' i ,t _ �"� • ���,�; „�r^ ,. "t y ' f ? xr �; Y.�,t u� .� �,.:.� �� � � t� # may^ ,�^�� �'-&,t�• ,�a a �b"w "�" ,."" �^r�, � Q F 'All pr a.�t• � 't ,..M+'4, a� �i i nj / , �-: s'x _., "� '�h` "u. ��`f`a:�-'��'�'`�l�j -. �� ��� £�, � �:�,rr-„x9 �w ,:,a� :��. a . �'rr " `v a' ✓'. �"� .� � #'� �'" V 4i ,�` at= "E r ... 'i ..J.r• .,:�.!" .q•. �Mp }' ""{" 'h�"�"e �§6 ttt �•y3 s + rk,�' + Yi .-- - •�'�+. .:`,.e. . �' .� > t,. �..yirf— ,.s... '�'_ii;we .,r,Ct�..a� �'• + ti �:. A F::;" _a�":. ;�,. �""��yn..s�� ��`� ,: { „ .$ t. 497 " A..: , •, iM1 4. -,:. ,:NMI, «c}Yr71 ,+', r1M "..:l.:t. K.. *''�S' t"::1�`p,, �G•"� �`-§-'Y� -4r.Kkkh.''t >+. p,.?GC ,. t :,•4 q,,. •i.� "•.. 'L>!, .u�'-J.� &.. ?+ .R4"•i1.:n.n, i,,,{Y'._rL,, "'x..s y »)n ht ,y� y'�,•a.;,, �'`{t^._. �.. r. Y�f,» �Y .\.+i'?) `� G �,..'ti.. or �:. 'N'�y�i'L.-ti3: �.al,.:. .t„,.•�++a:Wh .. !v:.�5 .tf".,,•.c,..+'��.!{, y •.4»a ,�� !#t i +r"�•^` .�`r �,.r c�+'!` -.�+. A �^�», ^r.,,, ..�t.+,wF1ri" +a�� � _tax. :h .. �i t' _+r:,�y :,,. •...,?� 3-�• E•. �° � �.r� �. `',�+,�� �"':vl?.. �.t.,t.4,�` �ri'kr� ..�, � 'a ,'- .;*•:M k.et' *Y, .,.�.r, ,,.a;. ' ».a"5' &�•.F.. 4 � . M_. ;,,, ,. a ,.pw. �•a�v"ti'4,. pr.��` �+ad4s •y," "p ," , .A�`ctl� t.,• a" e a j s w em..".:t+ '(4,2 tila; 4, jy 4,+'i a' t"' L°t k� .A x.:: .y , far. _��t,� a "+., 3, f�'t.-;asp f a.,At�':a. t �'�j.�#: j'��'''• % _�t. ,'+„.r •f.:.} .Z`�`�.. :� ate- �, r t�,' �i., - ,+..�to,. 9".)(a� <., a'�m� .,ap. s.i. . <� + ,.�x : :» r�, .•. ,,,,e'e + t ...•';� ,t ,i Y.rx�,t:'h`�'` i''``.'" '+�,• ���� "#"��r�� +.<. 5 �.> �3�F'a^<.-+$,;• `'w .,.. +5 �."s'` 3 ;t.i��cr` ' 5 r'° tca� ♦. ., ,.. .. a.. }�.�+,-15� u3``r)` ,t• ',�a7i': Y. 'n �... y`�5.. 4, u.�.. `"� i. '�'a� �•- �t;'i'•"ks`. ,v..s"r,�"v.yp,_.+>",. '�'b� rr>, +4. G's s'�q;r� '{4 ,+t". '{;,,;�. 'raa 2'"�qGj' t_ -rF?`` +t�' '`r. M1'R+ •:-:'�. t�•1'.'*�„`�4' .� •`'ts;`",+r $�. a. �: �mw'lt�; ,i�7+ �.. 5 yid y, } ) �f��,{(.^ ,F� y^ �•1 ,YIr fir} '•.'1', w ? #1 �µw::M.� •`l,p. r"'� iv^ �':I U" �YFI��.s'��. "r'Mq\v..�".9 , i.,>1� 5RW b '1.J �,.�.1��'7+1 Vt'.F`L�. �: •� iy:: . 'r=. •" ».y.• .ti - 'Y .i* 1• ,, 'y ' y,':'. „ 'T.. '/..�' y..�� .eii,..� * "'t e•"�> .'71:M1k�'�: 'S.`"rr et°,iir �'4.��"Y" •14'.»t '.SF"5�./S1 ..c'S.�, ,FAK,.�i. ,5 : - ,.�.. �` ���' elk. .. ` tt. »..„ ♦ ,. , 1 .�., � e, .,y,.�,, ;. � r. ,,ry ., a ,�Y-,. �'. - t:l�*.1,.' �til ;4g ,:aa. ' tee �r.. . +c �`+ `* �'�`•:: . tia�.\"`! n ?L" ,,,. 4 ,.w.yh`: ,, �a.,�,.•o-',kF' ,'�.ti�,.. -c 1, , ! ..w �.'`,�.t. �c a, .3', �. ��, . , "y� ,��� "t� '� �".,. ,'„,��,, '� `'.#�`� �ra"�.• ��),�' . , _ �, ,�'`�. ,, m3`�,=,'.: .'t.-..^.l,,,,.g.,'F��"°4..'�y�,"•:'''..k.'.w.�":•°.,#-^x w'*:n u,:.'>..E�,`.4.�#'x:^��'«'.ma-:''D'cy.•a.,c,....,a,.�w'rFi?,'_,..'-\".x q;'1:r..,,w�.S,?.e'.a":.�+4-e.,'.y:4G'*Y,-.��...�3A..,a.-_'•'�',:l i•s.s"�,..p'•"2�'»'•�.r^""^.'".".'�rt;,"yri',�P'a4,"a'.'.`_+�.a a°�,v.,'*.:.y�.�6,.-=.}?::�ty.,,"wt�o..,.r..,s;.«,s.�°.;!•.„gF.,1.�'*."?.d.KY Gr�.w;x-+�tY�,•...,..a.;.a;_,.sw*...",♦i.".:,•'^.�W''-�4>•Yyl:r�„^. �.,,,^„':..rA"°'.M.a;,.."...:t,..a[`�.•:M1?=!5++e..,-4�..�'n,'.y v�'•t'y`�!�.-•��,r\',"�atyt.,.„sa,1.•:'hq*yhg��a,«�.`r'•a;:'`°�>>te�!��.-d,��-a':°»�'y a•y�...'"..2�c.d.:.8�..�^++�.�'3•A.�;..,, s.�.ft'�,,�.:ti��..,�0.,x-t♦,,yF �xr.``�,,4.'.,:.'r`�-.:.t•;a,,r�'t,'�t5••y:7.e��.•�'.,,..t�tti€-i..ufi';�'ta.•..r....v LI s•.'�.�i4"'!'-st:t'y��-e,ai Nwiy`. z�v+j� ; Wry i 5od , ,•y'al.(ry�;r u.*1.��°,�,Xpt,•Y�a'�•k,t.r?i+A�x:`�`3s�y,1f.Y��'.�vr`,.{r_tsXy�,.la..)F°:.M1:..e1 F.s..wi Y A.'.`�,+w•i •'d'y.,✓fy` '.•�wa,,•. ,y`''!r t•'o,x,i.`=rt.,�'t�,1i t"•#(',"t:'y{,,rt�•�4, .: - •. , ... e3.'}" .+.i,,.''' '.A„1'. M w 9F°'�9�r^fl. ' -:.. "`t: �.4.4'tk.•r� �1X �M^ i �i7.... �,... ..fir �a. :rv. .7X "i >r t'� . .,_.- s "�'�.,�t : ._. -c:. b4-. -s«1.. •_ ..%' "�'.d1.o- :, ` " ,,p„ `?`"�,5*>t.. r.k,�''t:,.,1` N,� �,"5°"T'8c '� '.�'... '{tr;' ..¢ t• ..y ``�#; •q.+,,,_ �. n ;, `•3� .r•i• ,,,w' ":"'� ;3. ' : �a*«'Y.' .�5 S ` � ".,-,.. ` '� '..:�, � e :�' �+s ,• p ,^ '.:' � �•':a�-a. :+�'M1h�;E,y. ,��' 8 rt y..:. ,'� .�r`` � ! .. �z« »7K�'r' � .f '� •t.,_'aa'�� � �, „..r,,;. �.. "' .v. "� ` `�?::. �r � +<�aCt,, ���. -�: ��., R.. . .ti.rr i��'� .'� v r'�r.'�'3i,,. � r �� �,. w,.;r ;n"r rT �=k""L�,,+,� r'" +,� �f 4, �,�2," t�+ a � yw�� aka{�• ;y i,`' � tl➢i4 't+.� ie'\'�;,rCr 2�tt�, l� ?sue r� � � �r F ..� 'ra - `' ,« '•c `. " � _ .. �P�°� ��,� � a4 ! i�ki a - y. „rrF�' "5'r,,� A r< s., » t' ,� ^f '°t», 'r�, e s...• ..I .. ��: �,e� �� ��, `a p '�. i� � �� e, �teS�,�`)r{at"'� J � 1g r.,,ee-i M..:> ..,.,. » er.�a ). .�. ppi,. 's`S'• /� 'i '+ p 4. + 7, ,T w•R,*"' M A'ay£ .4+ t y•� k 4: y "�T' '� i w fir` 1'2 0A. eM�r„fi yv1�a'•a iW»:.+i�^' re�a w'�`ue1'°" >!„ -tea t �� '"wi�����, * aat��^ -), p r . rt � �tfnC ,"` j is N,A � x �* � y �r+rem la A� p 4� t� � t 9 ' '� � � � � y r w t, s. :, a -yii "'tz„,M + .,s' , �ri(`� .�Y:; � "�Y $' kY,a ..• �.E ;»*c. � t' }e,Y� 7 ILA , x � � �: �'rwd :+� .,,r. .`�'r5^v.,. .��7t �...c � ,.� �� 5 ."t<.JC r•.' �tk-t y�+A,i � `i"� t,40 � , x ... ",J ! •. . >r `may.,' •`�'ak�s-» ,r, - �.2y yr r• r. wr {gek^ a p;v G t2e �,a �. r -.'��•a' i, 11 LWP.. w .. .�..«�k"1^'r�p.4 xd:' .xpy.. +i@` kt �: t* •q)t`?' '`�G ,��+ , y, ,ao, \+`^'":• �Fv,,'�p +4:� �,�'��� '!Y� �,,•Ls� �,!a'��+�;,,,t. '� G •� i ,� 'k°�'y' � • , �.�+•Y a t $. i ', �,st� +F ^ ."' � x °�'�Apr'"��t� �x�`�1._tr t• ** i„�,a .,t ��aa� ����? ' s�:-:�� E.. �"'y�M. �, $;k"? as ` 4��5� u.p' �_1 } '�''� .k'°t, V.hy!`k�+, �fi!ij �4 v�'t t !"�.r� ;'y7i`'�:,«��„ `ie ., "� �� ,"�•k- ;x,.�i�: F! t„''�'� .t, "r. �v. r�1';�- r lw \ '� rL �'' .`,, ��'*�,�� '< >+•> ' P` `��„.�x° ` 3.�.; rk�rM+ d; ii�:.� �. � ;�.�. �v '�'+�^' -k +z,+ `` ���,';'� •``'C;, `"r � %!.'�, !•��a'�".-:w!A �-/.. x�{ _4r a'y., �rf, '&.,�{ �},y�.« 5`"- ,. � 7,,.: p-d •i. 'f _.if°`i+-,. •µ ��;rt » 4.4y„a r{y., d 'Itti,'', A ,i.t +g�. 4 `'A, 'Y,• 'a �k �I p"�i.y, h 1 w f M1s 3 <t ° uK. �� �'��s_ Ir, t a3a ,�'4' rya ,gy'�C�' u" rk ;� �•"�`,: �+c�� � � �,, � �, G;,a,`a'«4 .- � �,atw'li„« b rt^ 6 • a��+tS=F,ci!"�+ Y r� i'' �� .,r o 34 rt}�_.. ��M1t t, <4' ,i �. "ry; '� ,e " n ;i��J� ,y ;t, �� �r• t°a�.. L: III':.,, � •t� „w �:t ti ,++-'_ GY �a }`4 �?',g�r. �,¢'.1 "�.• ,"� ,w ', ^� t�+f J r .j. v r�F^a r` v , .,�1'r. ��•a4'1t,�t#��Nst'^ rF �la„�lp�4x",� \ �� +� � .,�� '��^ � �k:�, F��"{��'�` OWNERS PROJECT MANAGER CONSTRUCTION PHOTOS .r x_ a 1,21111 a �+"`—� �J �{yf. aa}, c1, -. :,r*-"�.r'�'.. " C�.{��..`..^�►,�•�,�ti}'a i'�_�`•�,y,�#` �...�",�'.ti"F-a�yTa. `h'�i..'Ki�M�. - /� _`�'�. .' •---�.X,4.�„k^�'-S"�r4.=�x�srtxn�r�'3`'�a'`h'4��'iM+-fi '``"'t`r," ��S-���'a"��r ���"'6",a �'�'`^�+�-,�'i`.,•,�_ .. ,.6__�,�,.,,", "t .�.."��,..' t ��P.t �'`'•�c'f��.r'r..�+�`ti ay.?a�r'� '�="'�.' '�Y 5'ic"a��*. .` �T.'t-.'�i''f��'�`r"��3'�,,4 .�-'�9E��r.,� "�FyMV.s y,' .r _+-'i -M' 1`1*�`.'�•wa+r4la "t'`5..`'���ty�3.r�rav"'°'�: 'r'13 �'y�r ''STS`vP ♦ Y`>°L�C' +` -,�' ,� �wt .5�. �.a,.. � far ��,... �r'S",�,„,'..1z'^•.�a:. '."°"� � w .� ..a �, s '•.+ .. �ti�'' 4"'_a..os ^c �.... � ti�j ..r.,,..���...�3"� •�yt� 'ic-r >.a �''vp„' ry�' R+"�� ��' .-'C. , sc ?"s . +� am,.sc ca L�. aF� .'' a ,�"`!'��'q4 +.�i{:t'^� �-:a�'.`r=..`a�`.LET'e+ '�'. „a►, tit,.s'r..+'tadti'2�� `}��_�. . - ''�'4 ,}�y '4'+. M f`�►*i}` ae'f w�'*'Allw, �t�7�i.M1 j►v .�vuF�a.1��,;,� �"'�a ,� �.iMi.y1�c.� ,_-_ �t3-�., "��.A ^. i ..?• � .::spa a v +" ..g .,�. ''� __ ! S�� - Y.ti. r„ "•Ys.. �, T �"+M' t � �ti - Y k��' i '�,� '�.r. Rr�""� L\.Y'`"t °i.�.rk _ s: ?r-..,: +�u 4►Z .+,irMa�i'` -u y� "�f'. aaai.eya�,2° 6i 7� 6 2f..+"^ � a se.�w-yY�\,:.. t fb�p}t'l t-^�. r. 'rP t 6?�� 'Nt�•.*y+1' hi S�7�"J��;;'M 1 i, �a hV�..� � � �-�1� fl�.1�'� � � �s. s"'�-'gw S, 7 ::'�'t�"�_'."`' jai..,rp. .�'S�./ ... •` g� �•. ''rp � ,� 'ter" ,y -AF% ,� "'�'Y i- M Mt: �it-. 'i i' .. "" .!•7i �- �My,:,, -pia 7 ,iti r W ,�`. ;W'"'^•,.'�'t`a'`3 t' '" +.' _l —47 TO a I ,•, r 4 Alk '.} a. r. 'fit 1.5, �+k� .a.3�.' �. ��5� ick l<Y`{t 1c;'t01 l.n �— > «L c Z..T_ 4, Al 1 ai y :. M .�"':• ��ys4,.�r�.,}ter.a_' i�y�.,py'- j s r •�" ,,'S"� .. yam.. Cv I1�C���1►-aq �b� �1� �}`(1��'Q,j ��'1J Yl f I " ys, rl JA 4;p r o s f t . al S' ! A i x _ . r �x '+ _`ti `s, ♦yti.,.+�"°tee i�,�+ .';, 1 ty "4 '+ �.+..k?.� :£;.� �t � �'y.cr v.. I �. s� All sw - y1 + ��.5 �r�+cp.���ir �E'��.• _�''Ss.`' -,'';�� y.��,e�s�'�fia '";`1-^• 1JT a _ ���"11 5f J w3 - .,cam, �rrrl�e#YySo-�.�"y�, �yy4 .....,w�,*•�-r '. 'j°+� - t°.'r r� '•� 7'�..,R',.i"a .z -"-:` sr.tea, ,��+,� f � Y� 'T�2s"^Y. .. H�',' a� "a `i. .,r sv � y -��'r .�` t �'1 t• r.t -.r°"' � t� -..,tip - ♦,v�a y -�'J' tr s y4� 4{�'` ' y° `' r7d`" �.. `xF,^n_' f.n`�r�,�3' ♦..�4 .3y ` r s. .y�?�"a'� � G,,. '..� '1 i t�r4. + �±y �.a1+Y,�S.•`.'}���. /S, �� r�.."t�"'' ''L+.�.✓,Pim y�F�^�'; '�`�f��c'• �+-��,�'�k'',, ��-+ p �' +� kr; •iE-r,�-"-F;' q> FR «� y�i�''7�-5..3��'fc"�+iL�'-'��"„ .v.,sgz� +�'f.+-�`+�� ,�'ry�,� ,,,•. � � 3r .✓S�','; ...�. r ,;,ya �, tr-d,F°" ;';f«x tip"' L < � � �.+y]�,�L�]�� � r� � y� � ..fir � > � � �� � •��•�� •i `w`.'t! `..v�*a'�s, 4� ..a4 E�.�`1+��'`�`?.� t,v 6� ��pr�t,� �. C'� �F�}+k � .'k +� rS�Y. L 4. tiZ it k -{l(c t�Y a o yv i i i S� o'y'; }�� f k a :� n c� A '"a0'v"'„-�'at'�"°yS �r� '*�'s�•ifr-,r s.t �� !,;;,i''.r a�6; '? "`ir..F *A.=. c. •i, >�.�.,, ,.fir .s fir' r•„' .2 ".fit 2 iJ — .t .J.� r. - '+4 r,+� V. x�*y`.c, "... ,e.,., 3. fit" f wJ•:v' +.�`' '"r.�"-e.`.� yam.` •.......+ce. �' ,r- �.-1•� F M. �'.r, � ,,nYta_ '"'a`� �','.Y < �`•WW�� � � .x,+S'�"`+3�-�"'-P"'�- "`°.�i`�1...= �"v� �.�� �.- '�Air �� �: 'r*' � r"a„��•re� �T � .s,•X�N'�'^F"" �-t'X •.� ram".r y -� v �3 w �.. y - � M ��►p�'"��. ".,� Yl zr�, x►'di p.• R ''&. .a'r� `.3.1.- / �- s -� f Sy�a t"°�'l,S.'A W,`ts '1 i s+'+l�`y� r.. :4�� ,,�r�` � ,.,P,r �i�w.,.a•»,u. ""� t � r u�. h �.�" rr S��ik�,.ra} a /,� gt +Law ar .f�"" �• ,x r,� :, ; v� �e {• . 1 a 1,- ., L, •rY y`a k • � � 4} F;Ga ry 51 y. �} 1 F xk t iy ��i r a .z« 13A 5L 2 -n L~�`r•`f`tr .` .. ,-•,....-�,.. r } �.,�^.`p,,t.� '..r�.•!t� q nv ip: a rp, `♦ w w! +i .a. A ""�-' -�'q"g` n ,�., rx C}Y v '� fi`' J L") ",.�R � �"�` `4�`7' r�,� "? ,�... .P 'a '��a 4 N4�v �v ',k"'k....�st� --.'�•+'a�`ys'yt �"T ,q"bit -yn+."r a4 t!:"- f t 3 s w• - M"5 n4ai i F Ri !v<.,.'rs.-.R7 �+w f i" r•'e ,fn z Lei p i�sT..:...+R ,Rstit. ' :r,« Kr 6 ✓ +Yw '}x`7q, �nr'�t�`x°'"'a�M -.Y' _�.•,y.Ct ; ;y J r h s ^'s xJ k,7t' k g'•`51t t t..� s .r S.R. .y i 7a 1 tv ♦- 'S• 3 1 t '�`[#��Y r� a ti.;R+r,✓,t i. xtnfi�n vk x 's #^ ..4 J '" �.. .-,�3 wd«i�.' , ' i�. 'V ��� � ..�+,, •r� x ? Ste•' '��' +tT +:« y�,; T<''� '�;"-uYrts yty,.:.�d�w •+fit rtr4.�+� ...M1{t$r �,'vY'_�dy.Y.mot�.�,�„' .-_.t 3 r7,'i.� ,+�<�. <w �4 gg„�1C •v, -'^ a'� r . .-+ iytr,•aL nk* Y �Ryt "�, aR r� '� A� S> r R... {„..>ZR'• �e,r�ti.j. � -.�' -R ��,�,R�t�++,t•R�rYd � 3n�'f♦ w# f 4'tY^,.f� v"" +«<">`.'1','.S .- 7'x� t+t; �-"1�' � 'f• r 'yf,= � } K�r�' �' �," f�R'1'' d .+ t♦,y -� -'A` 3 ..�. ,,..Ott .Jk^•�rw�';.�� s.X• !if,`.t` fId`'.i•.7' �•{Y4... ,sA?� x�4"ff �7•..+ r 'fit �y' J `7-!n n w.d' yip � ra - r� 'L , ?. a �.? �"'3` �.y�:e�.p�t�'�"i4.�a�e.sn: t��„pt�,� ra4�"' . r �R'#t��x+"sa�.:; gy�C+s�"� •' ""fit& 3' 1T' +wr ,+i 'xr:t-�.$i"`t+.,�a twd.-'R t+.s4'Cwrrt rat `tf.a"°#� 4.,,E+*� x'�•" _, IM17"4" 'btsrt,�."'t 'z,��#„a.?.°�."''xR,ka?K.•.c a;+4'r'r',rr'`+Ft a^"'srn'Yt.J't ''ia• y ai&i ., ;�+r il'-7i�r �W�- 'w^ .d�siye'.'a`4.,M�♦ty� 5�=y „r t.+�Rrt Y,y.•a s°' A�4"�i �4•�,i•r3' �„"'',,,�'�7'i?'�� � `.R �., ;,�, ,'"'�>"�»...: ��* +te s'-`S•� �'. �, h.� R ?s. fri�f � r. ,4+a s y ��y t�3."Yp�'as'i 4 4. +�i � ,y4y,#v ,s; y�,f1�. ;..a>„�t Y a t t'�fi�tiy� '?�st40-tir y •'d-,�"�,ti`,y,." 4 �t�'r^.�..�.:w!'� }. ¢' a,3w.# �` t7 t=x��"�' :' +,��+k�' ':•�' sa. r�°•`°- r'''s �"`�'� � Y � � a.;.�,. cp, ��` e •�+�'�'►'�i �.. �.�`��^t".�_r, w��°''-t`{. .d 1,{r.... � 1�p�R�co��"' ...,:drY�.as' �T�r':'�4.... ' 1 � f �' "�." .i. "'"�..�+rt�+.R�rlf+X'"-�'-.•4• t +;>,«,y�.:.<,� ,.4-iw. a t `• s.... "`_ .« " y . • r - I \ i A � I� 1 - e T a i A � 1 i � r - r �o F 'r e . M n• s •�,rk• 1n��11a"Y��y7 MEIN T � o ROBERT Bx OUR _ it I ,' u �� - ��_„�� .�',wr:� •,� X11� _- :yam ... r ��'•diF ti,•4 ya4s ` ice».__.=+,r, 4 "a,,�h•. ��.fi a .:. - v} � - - •� .� G;.'A. -� • .J. RK'�i. •l�� .. •y,. fir+ •• y 't• , ROBERT 6, OUR (0- r ■ 508-412 0'30 , ,b, Tt v,"' ,t' a a ti � •,r a ,. %� �+ 144 r� � y x..'��� i, °` � t +G Q 45 R 7ii-�" s �L' A ,y ✓.~ er'�.. s i 's..rr^ ♦ yet" ,� .• +�,1'J�� � ��ea q��',�.yf3 caw a �i: r y ^ � t �i. r �,r11s, i n��a I14��n I Otis. rnJ�t J t 4 I r3� ' -tw. r r G C• p' CP f 1 x � . ,�, .r, i� �a«,�� 'S�p� � [� fit,•. l o n 1 Y1`�7 11- r .. /h� PS l i Dili, f c I # 4A­ i VD) f• � F t 4 ` Oy//j/ r 1-4 JPI a• t r 4 , i6aY�°k 4'r� '�A,s.�-��YPw a.� A 1' •°"��-i'aC+•a x ®ru 3. _ _. Z ���`21�$'� �'��l��v� O CY., x Z!•r�� "^'^-»!+ �..A)JI i � � - 4 .'• .ti y k, Y t ,,, •~ ��'` '� •v. J,.is.'^"�" 4 � ^'r L`!�4 s fi iia"`•-+.+�..«.-' "..»•^r•,.:. +wf U,f'�� „`*�"�y� t'�F �1�. � f F Y•A�`. �� 4-.L - � t*``Lr�,'#Tlj�-'y� � A •"""—" - 4 � ,J. 'this. '7�,r�.� 1�. � kr�,• `+•�..j` s, Tt/ 4��t.li�.: t t. ' i�� y l� 1 r �1t •Y 77' lip IF _ � +• , cam; r t r � f .r. 3.t rt �.�.* �� • Tr ,•. .i r•,t, r`' ,.`` .Syt„�'�,,^^1a9+''u&� t,..�a•�a- ..•s �? '.ry"• ' J. .{(y�am�+• , ../'tom �..�j� "4'f�. l>�" a> °rFy" •!" ?'�'i'�r ^k. � �`S slr:. "i"'+r„ .�,n •. l ; .r. . .iF .i 1 ` ., s Ir° + '•� fi <`s ♦ `..f r� tip. , �>�.a} r9 a1{ �'s. %!ice •.,•r r.. S � /fir +sf r } ✓d a'h' t.:#Y*'",e ".A. a * w F +tK 0 a.1 r *�,,► � .. t � �. - � f . ,i,i }g `'� � �3i- L.�L� sl•R<Y°� � xr;Z. • +ey' ". :.:t s,..P+ ,'iM1..t 4'"'+�`. ,,y.'�r a r 1'' v, Mr4*''°<.y, C.�. d •-xt .� is TitA•.�"`. ti, 'H �gTd`,{dy�� r .i;-•F/k iF"r} �r"s'4'�k'TP�,�''...y . '�`,,��.i^ )t'}.d ��;� _•�� 'a ���� y R � `� '•4 T ��'� � �� i i � d �`'g�.a S •�� � i':2. .,mot)S��7`�rr'k�� ���r,�"�cT`'�u.a �,,�+. ,� t�► � r r$'� .� {"! �* 7 ,� 'a7'F'[ +C r r "':yy^ 3 .,(i s�9+,i�" r f�..fy�,��"'S55 ?• •'�•.'�3� a .t{ _ i. J r"'•• \ ' 4.t* i ; F t^. * iTz., f `vim. •�`.w�`�' -* ► � r< �f rA 5t rt ,fir S'° {.r S �',�(;tlj i'k`�• `as�.5 y '":t ��f, a..:.,"i, `+ 9._ 'r . '��: r "+4 r ►:�I rP T4'r>#.`� r S c'r If��a i�#rT.0 1.4t>,A' ✓+,. tt ��o,. ���`�'• �I�� �"�T4F�..T.�,itiA#Lrf.,tita. �� .'t _ •s r F� P '�T Fi�:��F� � �, x� {}�� ► K � "'r�;-7i..�l,F�� sZir-' '�'�►r�•}�.x.'�y,. d� :"q,� e k wi� :A �e11�w.,.+, p��r r +;•:�s '�s ,,.'.f. �y>�,sr �, }t��,�+tifp ,t ��{� �r .� '�f. �'.1 �' �A A'l.'i�".N��� � x� �•t °j'� � i. 6 f Y `^•• ^r. 1 y f +rT � "� Y'�1r,7 K !J�,•��` r�!�M �f - �� ' w.� CIS '� �, ,�" \;:.y¢ f t ".ai� �-«.�_..�.,F °-M �F '.�• i 3►��r•�A a 1,�.'��tI�!'d}3�:tl i�.�i. � ,' ^�. f va^� f ;, pt .,• +r' :a t y. »•.M ,,� „r •� ••-�,Jl. �f ?�.`S, i.Yy` t ► Itx#• n. vL az '-y r '"a•,�, 4 /" v ;•'^ p X _ 1'F.idy - � �IT`tA Cam y �'.+'� a. 3:J4+' t}+♦•'=+� 3� - ' .,3°�y Jy- ar ; . > ,f< •t ifr'- 4 �: �t" f.M 'Yr �'�C ;•y „+� ``,'k,; `'is ��,� ' .,. ,• -` ,1•, ``""n�.,_ .,; v,r .t J'..>F'� i.• � + �a t- � �` ,p Ski • y��T, ""-:c �; �� �.`r � r�i w S x, 4 ° � \ `f�,V .f,�- t r.. 1�-' ��^ _ '�s T'L.t'.'d�•(°'�+''` �_'��`'' a'!i k`,t .J f e '� _.���_ r!'=�y t . tyj. ;c? �T '�q,:.A'iM�' x '�'`�`'', `a ',!C*`• � !! ,r...'v.. ti.. ,T t '.. � �Yu 4�,t;a� 4 'P ;�� ". {dam r f�►Y;�,C. ti� +' {rva.. � � "'"r- ��>•. �`�,•..; "{' �,T�i�"tQ`�' •��� �n�� li)�aiS.�i°i��yr At'K ">•fi" �Y t ra'i'•fr,��.,.�'dyj4` •..� N�K n�••,;} "'- ''} �� •'4, "\D.. yt '• ,.s,y. `t,.r ti� ..ds�'$' <` .,jb L.,. 7sT +i,� ti.S � . r > <, •�. . >` i „'�/• ��r,. ..� ::r. ,:�' •� Rom: 14y�k �.�LYNo �'A 4 "t•74 3 N ;. ♦>v�' ,�`"`�, ~^ tom rk yl'r1111-yyy,,,�,,,` o.,`., .o-,►t �� ��L�`g1A'F►i"�,�i rat` � � � t Y ' '-r• r r<.y'� 71�+'" ►-a'"_""aart"*� �,��f .*YL�2,•-',Y.y. #-f}' . :' A`�• is.•y,`�`'* �..Z 2t€••'�° t.ie-.tiy[,ey�c�`y� `�, •'X 3.•' } q a T"' 1.4 .y, -`•;t.:w+. '1 .-w.t�, '�' ,•. NT nt Pp, �§..�,"•. � �""r�... ����_,, , � vo�� �•; E" rO :�,��,`�. �, � .tea-``'� ���°���y ,� � y-,�,�►''�. �`ayc�.� '�'+(� �' � � .� _ T' �• i!` �°�" �7. dam' +,y��! 1{y�ry', �� - � rya;,~ —..�'. -,.�.. •� yt„r..,�.a•.= r'sy'+�►yy�� !r r ? •'-- fA .. .tea M e y��'�'', S. R�•c s.>� �f.i`1' �` i%r -""- ='%s�fd���{i�`���iaf'�`y�,;#�i_!,.�.>�, yer J� �; YI _`���i r �' y f��•1•'t���3�'y��,P MJ r�t�f.,gr�`�c���"�x il'� 1 �+/ ��� .v../�.R. .� J'i M'.►'✓i+Y•ei�af �"�'f�� �-1{�'.h�w'.:.. k M �•''�'� 29h "� � � .Id•'• Fr � �p. �� ,1`" +y" '7' -: yrsS ..;�-.:�y,�'�,°l� � ,..��,r .•� � o-`.. 8�. .!'� r�� 9 - � :ap crd e✓s, ..�y�- ,1'`� "L " ts7S.-.i h /.%y�i �h �7 Y � .rv` r �.:n.?'�` � v� JCr'`^' 4e S�*,a.,•�-'��'• ►w`� .f"' ."f K .1..•. �' � .E. a\µ ray '3: J .✓�� '�'L 3 �'„17y •.'-� OV, ft 7�ryi7 .e. e h"P :ram-+•r.- ..K-...Er>yiaf..s -•r' ,i� r _ , Y' rt 1l " F:., •�£ yam. ""•^ Cs. ,.,. ,x '1 r w 0.r�An s rw,�. ��'�y� � �'k .,o�•td�*iy 4wf n, ,.un�.,�y, s ✓. 7 fy. !� - ,•,.s Ytit'.�.t- aGl�•'b'��4�=+iy. "' •"""r. �'•y 4 y+"ai„ 5-� � I' y.. r � "�,i..J �o,�,�„ sy„t•;; +.w '��+�' •,;� t .�iax���„ .r � �a � r�sv�g���`a� _ .� ,,L � r`' .r•- .+'r,'I�w•_�s-, y�,pf•'��}t vya' '�d�'��rT ^.�A• ���~y �• ;°�•ar ,Y�s Y-`'�`�«a'`.'.'s,'�'t�,ry, •-..�r�7,; ,rf HC_.- �i �'IJ+ It +.Y(' - �'�'k'` '"•�i.' �.g..+�a .. '`. �.n � ,•'r �, .slur". f�„�� � } s'u� ��•,s• p l y(M1.i tp. FOaG.APei s{x RL s 44PL fi�'l� t,? °' fir. t y�Ry' ,•s r r !-} 4.: �' 4 wom 4 I' a —y e� s .�,� .�---v .�S .z+-+T"� 'y r � yes .• �' .J'z 1 - • Y "hiJ sr k� .w?��F �N`f" �'.s*r� �.._ .,,. � t *. X .., .;.R azt"r•!�►�. t..._ a-. .4 � 4 f j 1.�..� ��r t' -:} R Yj. ,r;, r • - ,y.. :. .�st'a b-7 ��K Y� �C�a�►-�. 1 I PA .,.z ,I a '✓ .. r � ��d�' x?3,,�`.� x4 r�,��rs {:,, „ y •cam t d, t �/;., 4:- � ,� '"` �,,* '•1k „T".' .�' ��C,ic���yi� zX�;��d*�•:M�yc� p,,�'N Af.:. i �.. - _ '�. ••a y 7�� .# +� iY'� 1 j gyp.Y :,,yy � p ,, .,�,��� Y• 'a`•7. � � f�� f s�pi�ylr ep .Ma•.+ rY�!"�A-� �..s,,{„'i y..vim.. � "� .1��''L.iy���e�.x1�'+�.. ��"` F .�, .���ty+a �� e,.a.r Y �- s _ �+- '' �•�;�}. ��� P -0l'S-�. �f�s .�_�•,•- ��r!,.�'n'r'�-s^r,§�,,,„.,�1 1"'"' �, "� r��-��.� 'd✓`,�_ a�-.�6b..���-'a' '•�..�.��5�..:.r-t^c::-°t;" i ,a >, s_- �.,v �,�...��s.�� •..�Lz£td�' `� ram' I T���-b� �l'C I a �4kC��1aa'✓ 4 Y I 1 j I 1 3. •Y �y]y tt��,yy 11 �ze C,e ~ t...it —7�A "4 fw. -0..4— < 1 v' t 1 1 1 I f r - I #r. ' --+tee—r®-•--�tirw..A .,,—..,,:,,. `' `.� �+..`4°�r .�r'�.' i .'S'.'�4� ,I �.r` �,`a�',v�r'�t`s�+�',r��4 ,., 6' �3 f r ° N ° 1 ° a w• a' �. VK L � ^•ate' r s �' ern--1f�. .._-l� ���3��F�f ,�.+.s,.,�,,. x' y ra.!styr•,c�rt p-�s btij F�.e1,oP �-�c-�6v�1/1 n:- �vq�w•L- st J. 1�` � � � .�."" '.r~. '"" is � -�fs1"' •t� ' �r a: i��. a., ,�`��,ti-"-'a°�•,+,._,.r, � n-� r� ". :'da'-��-�».rs�meva-.wr �_� - T'" i:.� y,.,.:—� 6-k.:� ^bs.Y'.�_.� \ , `��.'La'.i►-��aR..>r..�.-x p"'�., fir. � aw3'_ yam;, s<;'1y'';.a� "�S'� �'��."�„� �,i. .:� �b..��' ..rt`a� 4. •'"A;�Tsx.:.F�'�"' f+.�� �,'t`z.i. �...� %.. .��}.,4�...�� '�+ 'L^y t ,A' ,C-��.c �'��•y�.��*�t� y•''�+v,s �,'�` �.�xi��y�� :i14ty�'�i �-�,r�'#�..` !A .t� � 'y`«` '} "+tt {;• '� `s.+, '�'- �r�'�''"`k' ray y 4;1 ,Y .,t..v,: a ` � � Y i -. ,. 44s, •' •>s t'""` A. ,sue why � `n` ; �Q''R A ��• �_i �.�#.,_ �'� . Pr ,x d fis '• '� 35.E�"�".�Pr��S.s�� �.Y ..r+�t r Cy y � ..w .� � �� '�``. � Y "-�-� fib b-11) � -.y.: "-w. >t' ,,�.� t.�' ?�'.3A�'°v`.�"',•'�atiK;f�;...'� fib.. ��4a`' �'+..m'_. Muh •.-'�..� is ,�,�5.,.. �i'}r 't:3.... s41T_ w.`"'� � e,,..•.�_ •. '•--e _.,... y. �".�.gb"�nr`..r-- ....y��. i.e.�,'�: "',,,` �`'�I,a,�`. ._�,r�'�.''S.'f' M DAIS' sfi yt, "�k ".:. a�..,,-. '•L r !".° •`'tt'�s 4,vw— +�`� •l „-...�'he� { .? tea•^_.. {r�#y� '*•^^�' , 6•'•. yd.w^ . -Y ��� A•+i +�. ># �'p % .'S s fi�',�y �.w ,4 r•' �5�,'yh ".`...Y�'+rs�.ys':.�� 1.. �'4f�,.�t..' 1Aa.*.�"w ��w,: �" .'t's w+ys _t�`- ai rT, ��-W"� �t� \�_'t'' •&^'y� '*.._ C F` g``y�rt r ..e1r � '1`.,� .. `+. a ...••�, 'x r•-`"� ""d,� `' ..t"yam' "S'�y„'�,�� .: .y�. '1 `.l-r, x.�.,�� '�•i� `x r�?;wok�,,`t� r�,ri LhPella pw IV c l j ..;, �" ��..yi } 'w fir::... 1�# R ♦s .. " '• s .. ,,,4r - z "_ ,:, .y �:,"' it "•�' �_ �� .kS �•• 2 E E t'k.' �� �e�•s A� !F`� �'- ,�� wit a' �`,; �.v.�r v.,: "'. al. `.•t k"a" -,, �1.,, MR,} a' yam%. «+ ^��`•�.. wO "+SS" r a.. . •.�..•` _ s+ x x:c► i""+ ac .. ._l. ,r '1}n. �n t .. .4 - c r "•yam. � S AL jip * `,� >"'"`R ti\� �+ ` fiti�l_ �'��♦ . s• '�♦. r�-."`��i.._' � �t �� � w. �° R S,w .i.', IL y � �'"'"' '.,`�.. v,^vt►♦nk�a�AQ'�`���.. �"k 'k;1►r: +yy+' �rt a,:". '.�,�'�''o:'r�>,.�;.'�.'�'Y'—'�7. •��p ry g � .. � f++t�'� - l�rl.'�t�"°'.'i�' 3 �_ rt •;.4� '�`F^ r i"� `�C�'". w rr �L. � 1-�.'4'L. �i.• .•. t �'r.. , ^��•M 74 �„y, _ •.•. �` y,.t+Xe�e"" * ,r - ! ,S '�ti��' ► t1- i't; �> -. - � `w*wae ,;ot �I�,, r, ��.F�•.�a.•p"`L.,�"`^+P 4 is • � .., .0 ''l�^y! .��'n � 1- "t;,;(,!'�,ti"q*,t .i("Jt+"'. ."� t.t.�}'''��.-.�.ra�w.`�'7"� '♦• �«+` .;s.�•'� +7�in �. � c�f A� .,a� ,, L�a r,"•'` k,�, '6u' f 14,^4�y � M� `� a y r� y �' � L Ma� �°'' tt," ;♦•°�M }'` � f ' ,�:f.a.. r � 3�`„ '0+�1 y t•` y a �`.••�'�, '� Cy.'S: yl�^�%�� `�t � wk�'� �*� ����_ �;c "�. 6,e�c(i 11 >� ►xa_ .. 4� ` It'g R ��„�ifi t r y�(t Luu' +.+t.11 � .. jI IN �� c , .t^ � {ice 4 _ ' v `. ♦ 't. 4.At t .L No � �. �� ;.�• � <� �, ", �.,• ^� .. Cox 4 t _.g �.�. .et. a t .�"♦z.,-a „''p` �`�r�•i._•�L4.*�;�_ -t - a,y��-x .�aa.y- �,. 6t�.. - ,' ,p � "'t ^l'1��u�`c��'t��'IJy'1 ►rTa 3L 4 1�1 f'� ti r� •✓"-.,..1" "1. wa.�T..,.t 4�.s y,-a..' ar""1 »:I Ti � �' 3�pL+ Kf 1 }�. . r tom' r% g. -`�`w�'i '�."� ,^it ,� e4.afi tp. T'Vr r"S%u•� t!.-M F + •+r J ,r s s:�.,� �>� s �y. ia-,I t -_?'� r- 1''�=� 7L,.•'+a+��'�"�,'S0'�` ..wt;i r " !.i_;.• *, �i" s,,;q.��a � - �}b'- Z„ ems# '�` ' �;�,.*.• �r :.4' � !�C� .%vi-a; .t `.A'�3s� �iYctara�t . jai.. +'`f!r- :e „t/.a�.Yfi... r-,..e:liv i�"` .. - .e, er•Pit!P'„j a• �-'�Y,�. a}7; - r,> t _ ."�, ,r,•' .•yam f �, g'i r` Tl- +,�''�1.^'�iy. 3 7��$a#F3t'! XF 'r j i .�� tsq �;'`#?� r �f Y< � 3�r'6#'RY' �p"�'`...+ra���� y*�,. �-r-w�rT, �,r=.„� •H.;q{� w �. lk ♦.r A!� ri � ..ir .f r „��J�r�, � �-n•�.1,�• "fit'-`'*N� drl .� a�sie` ..:-a: t t' '�f.f .t "l..i t.. - Qcc��� �r-�l at 1�.�fr, ► 1 �� a�" -"fVF.F,i•5"� '4 1! '�'�:..a� R'S'"r' �s '+'� ! �� ]}t FT .�7 �i �, .••, ti.+ ..�'l �j :l�x. �,�} hL[ ',,a1•Y ft f�•1 �y{ �� �r, 3, ,vie Y ( " �..:. r ! 'Y° >'+.�'1wt{. j+. a� 88 tC ` i R,L,_s�V�S-.. ! t .' f�jr�J. .�A d•�r.tx. trW.--'t i`,ry k.., X 1.4i - 'i,..1'r�. , ''I F! l ]• ��i• 1 M r `` a .! +sr.Y Y'•r:, ) ,.u.n rS T :.iy1 _A " r � III 5-q'?b 1z' Y%h 1.-A I r i�� � �1�..:r�•*S��'y s �.A .r......*. _ - _sue :0 �' ��' �y „ram � ...i � r � .3g �:•. .a-'�.i�9i�"ys�' � .dot _ '� *ti.•' �� J - r•'fw� v�",�F•�6' ��� �'to � -• .• kc , -jy a<4,�• i t�;rt� ..� �� - <'4 rt=•*`E• :"�.Y'..•!''°a.." .� `�f Y z"_ `�' . ��'�►�"'��r.*,fI A.� ram- �-C- " 1 �A A'• 1 ��•�� 1���,F� 11 w. 1 e in!!s[r!i/`.?� �-YaS'Y„'ry�. ,s a�,=2?.'' �" — .._+x.. • s eye r r 1. 1•�!�.�1 l; _..ro• ki'{i Y�'�r.d..�'"i• : f s (�x "y� •s#'�ii r• , I, n� i Taflil- Cpl- a. P��o � '6 .-r k ; i P•� t F 'w + aT�s •�! r M � j ft• i & �r - � tiers- `�".=Y,✓,`#o�. f. .•1,,. ,�-.�•s-�"y-•�,,,. „�.�,,.."".'..y--t'� _.r. r ` `�"".' t � _s'�'r gip^', ��� >�•�• �� , . k11 1 ` � Y ' ♦,a, t 9 - # '4tsf vF Y .. � 'why►. .,�`,j�t} y i'13•.�- �._.�__"._ �"t'�7''�^ -�-_ �' = �. -a J..�-• iC'...r2,��^ ems°:... stw� h�'+`-s�i�a� err " _ � T` ' . .. .3i s,�., ' ,. p.t'T+. ''h''"`s« t r��i!�T�„�t"r.�{t ik.,. J �`-... Jy' .• ,N•s,,•.,, � � . .. a��F`' - ' r 4 fi , = M • � �l,ce.� R R. r *� �� Q�'...� '� ... t. ... ��, i,��...•�i��� �"�{.H., J'a5 tl' Ic +.�[ k K.:* .. r � t, ; ► Y'� f l�;} T t l�,T',,.`^yK,.� `'.,�tt J f'�j �. K ... 4` '_�by ,gyp '��-.V�{� +e� 'x}.:�,.l, ,��. ..� "L���ti * -n ^������`��`r��'w•'� ''T44"Yt � '�y�� ��; � ..t.�4IR t r* y�."�°n'�jE�"�� t�'i..��P ; �� .'e� ��s♦ r..,. ! � Tr.� gA,�f��� .,�..a*�Yty?�s�y �`,y�, y `.'��,"�"�� ���.:.� :'� �°s �➢ ,F,�•� x '4 .* �v (�.�i�.._ � MZ� �•TY�"�'�:�t` �� F .8l Y ,'�e � �,r � ll y?'. � 1 y ' r e ENGINEER CONSTRUCTION PHOTOS mim }: <„,� ,'s...w. .*..c'- �'�,C'c s'"" -•� -r p• ",.,^x.m.,.W a r '4"r •a -:,., �,, .' ... ...{, ,, •• L - r 9 + + wilya..�:r S'M�n,+r+*N •4 ."ti . $ ��i;�.� b Ky�.y��� �i 2.,. �.1,.+q .xti.. .y a y' § t , ,.p • ` a ' w � 2 qq a ' .: i ]�� � i.`N` 1"'Y e.. •: sx.n � ± i x at ��ww ,^� � .ts +y It « 7,�ee. .... • } eta w ir#< q' c?kg� p. x xx ;a '.° r;z,§v�x"f rv: ."„' a!re. .ti.� v^."k•a....,�;.�s " ..:5. a""i,.,;:^, {mow;°.^ ,;4w+4`va '' .. :,t" ."`.r•.;w ., .aw. -"s'- .:� �" x .t y fir. :� �a,«,^�'.�•�;.%#s�lr.r.,5,a� ^ w ,�np�..`;z�.+j��, t, r. ?,� : , .��t«+,F, �w•. +3y� 'e �� �''«a.� o-.5, �`=�• +�.' ,� .,:+ss +„. <t.t a.>- .."' •'. :t v,i^a-`.t�L` i�, $ ^+•. e� `, *rr, 'Sn !. .`fit°'f+'�t �� -'`"y'tc.+`t+a•- t .t,� i �t'z•CaY " ..,- ........yw ., l '" .�� � ,�V`ix..a .. �^�?<,ti�r �.,"F 4x : ': "y 719r 11n +�.1i �„� <,<"e':F a•�,¢xr•«';�, ��;�,:'� .1" � M~ ""`%`„ ,, ':w,e '" ;.y^,F•k,'S c!11 .,t+.�vkrs .x. t4 " ...» , "w':t,x�tv>r r• ,x m:,r '"r' r.,,.. ^ r.E... �r.... . ... . -., "'P-:x:�-w ,.,*.w •ti,. + � �� ,.,,. � ~€ �.xiF„t'� ,•,., '�. '.,W ;.�ro sa.. .7. l$,�er-4s:. r., M. a 4..� - `,�'.- �... %.�� �•� �,..�.��`�+;� c.�- ;Ay�2'�'�1: '�.t�� .. .a r ,a, r,,�;:, i. ", . � ,,'""�.a„ •;.;pec+`•::a p,� r -._...�,,�`�^,�'�". .:,•, •"��,»x• �'F«'...y Z... `.y,,.� ,9.,�;H M1w'+x w��.�,�'n�.. '3t "`?j\f --, •a'Ti'. t >n,i •"},� "r' r;fn .���M < '+§>-,'�•v, ,l g t• `�.` ± ;r}, b{�, rj. t,,, lei+ S�"s,,:5y, '.Y s-T... .g�`t ��r ;t ♦,�,W,y.�*P.{ys.•.� .y�vy.���1� `�Larb"r 4�4A` �1cw�L, 'K��� f"1R„i}r�r a+1 ,�,P,f'�4 S3 l v • 'a� `�'� .� t� S h 4$ 'raj».,,,�„a*iax. r.6�$:,�„,� rsw ',.,•+��iwA�R.a..��i ��:.t�d",hf •+�W try+..':..: � e'y^r:w' -s ,F '-"..r'.s*''. '.,�'..:' �,,y,p•;. .x _ - •a r'4v� �,..<.�„�"�r-' .�,r4.rn<'? � y..-r�+,. '�"`r'q�a.,�i.. � P ?fit =a.�. a:}may ,,�,' }''lz�'t>�a., �"*�'•'`"'"'"+, $y y„� � 4 4 e�' at,: � t��. ��a �'.�` ,�i. �...5•tl .,x, �� ,4�}- t +it +r'F# '�x •«.;" .. i d *v',$+u X#f` '+ r t ' . s - 'K�' s^`".,� wJ,�,'� �5 *mc, ' 'ret'4� '4�r,,, �*w.r,'. "i`-.N ,Lait t �C t ' •.^, S ;rq +•rap »s -za �„ � a .. sv:� ,.,... �. _' "apwxT '�YF i..• a`e� t a �,��,£27* a�r,± ffj ,.�. p,,r. 3 "�` �'` �.. �r ,. +, �ss"; kx»e ^�' '.txc`:a a• `Y � ; �".s r p,,&a: a x. �' �,; i ..w•�� ti �'' '.,°'� ... ;x . ><'R� .t �� � +.J, � ^�,,i"°. -^a'°�. . M1 „ '� �,:'r}� ,. . �.3+ca� s a�. N rr _ "` ea ,+ .. 4x, .2 a>d l�•3�..y. • ."4. � �a:,fk°�'•C . K w *..„1raRs ,� ,.�+A",a..V� }'�"� fi'�` i' • �..�A»r:#:+art!' +r,� :x,sr` ! z, $ *x. v: tr -�!' � �''.�:...�y C�,:.,rx'r• ...�.. z .��^� � yVY. 'li�� +t�.._ ^� .y:..` ... • ''x... ...;+.,,q'. ..' .^:"�•t, ..tf�":' t».e.,. F"�"'.�ar. y�'. � r;•xxA �.�+•<�Ytw^' ,. .�,p;'*�y;•....aw' ,.:a "}�^ ."�t0,'.`=:�°• '�"�T� `.�`" '�'�""�"w�ni�'"-"i"t_� x.!� MLt' dwS"�r y ' � .t''`"w.-.,y+� '�,r.-�"'.' ,r "v- .�." ::f ~:1 •.fie'w 4'4:..2tr..,� ' «.?a, 'read."`u. a+R':` .�-e�t„p�r . • :r+,r �.xyw,. ��.., tiar,�.�n+,�a+, .�. - yA� ;.,v a"�sa' x ,s:��'r�.•!? ;u'�` '�� ".'x �':m q""Aat.e� y�:r,.,. � w'^a�rc �*►.", w,. ys. ,+a+ x��..�.ip{'L `1 S`Al.. �'Y.:.i � N'tr .J/ ^'A>.i . a.r.� � � `'4 y �` 1sG� l. Y �' t xr S vC .: �,��x�.`•'►''' '. L �f°P"� '"� �v�a.' P 'F' .�., '-.:r ef.{ r,,.ra .�• }�••:U'Y„r.!. :.. .tX`:,' �.�c, �;x a., ar �,,,. �S!�w. L •,.y :.�.',.t,C6; ink �3 aaJ��k:.,.,,+k.cae :�".^ 4 -"'�- :.,, f<t: k- • J'` w,Y4 a ^x :�'A x a 'm �v" r� "1`i ,� .s` ••' _aM. �It wt ,,,' fl �",S�.; '. �M�� .,c., ai4 ."at .! t, �. � `"t ,� "a, k .» Y w tmtr w w w 6: xi f 4 ^' t a �i 4. r i, � 4 ♦ y ` .. ,� ' k� ... "ice q,�.{ oar' � i•-F "a !! '�4 il,� .��v�} ,x •--- � , -� *�" .ice ,e. � ' � � � ..+. ., ��,,, �, r y�, _ vy a � 'r�" .iVt .�. ,} >k';.� r.. � t 4 t yea- yr�a'�; 6 t t `• �`fie.:- �. � +,-"+�"Sr-: t ay, �, r Spy G > s � yy t Fa ri -�.•- y ,,,y......t�SL�g,��"" ",; ,,,,,. ,?� �� "�,'• �,., -'fir�1 � ��^' � � ��ft1 tl� r< k Y Ata 4750 VOW Mil M M 4y , e r. �. `fravi , � A p "u ,r�.�-.s.e P ,«T ;YAffi'/�$ �`•`''�` �1r :s5 Fn v v , : G ? �t3��11s 1�, Q��CO\ �tiv� �d Q�CiA'Y9�'10'Yl n x < -e. �� . .<��..� arm-"�... �`� ^�,,, w•. -nh�,•,,,_"S[ � �� �a "'",' •, 5a - .` = u. ^�^"!w"'�.S°v.' '�•w # °" -y"° ,.,r 4+•ti�3rc m,-y, '":,fur •, "`s'" - x mat-" rfr Vats-,'.". '.+ .aaKr+. ""'�a w a � • _„ �` °� .,�. � ,. « =m r "�."� �• pry,�,_-.;:r •i �+`"4-�. � Cn ."':. �'�. y c a Tom' �. Y. �'kx •, •..d4,,•,.. +wi. �'. < .ae'*�, � .�, c F,�.E p �'.�."Y� 's,.,y,,t •�w.+�'�" �w„�+"*„K. `�� ".'".a ,... -. _ .:. x �r �. :s ..,,,r «. g;y.'icy,,.«•.". -'. r .. .,,-.:£a .%+ ."y £ - F y.,.. ti� Wf .:t: .,a .,,_p a • ,6 ... .' " . w„ T. ..S.,....� ,.�., .,. .. H;,l raY h'f. 1"`S "` �i sp • :,�?^ .,d. • ^✓k. � A'"�• w� � r+a: t' "# a ! �. n `�M,":$`- ',►_... ?, x 4'.y a.x ;. "A`k •� !C < Y'� '$.e; $��e."*�+:c � <�*.. „�'S < ,t.. ,,.< ,.: . r,4�. _ 5�:rr; v- .._s x +:�.... ..,. : s ..u'e• .. "5FS ,� ..�, a, ss;� ^, ;�` ,�.+. .r..� # .�, '"` >:+ ;.s<�•t -e .:«;>t' •..� "r.;._• _, ., "�'4 s �.. .. a,P;. ;'..°.a r��• '�' ,.. ,}L•4a:m ,<�.y�•R•�J1cr gyp `�n'� ��F;�' � i,r � ��C.�.:S,. .,.z,,..» w s i- t b -�• �' 4`c.�. a x . n ., �� � a m a P r.� y y s yr ..4t� �.""y s.rrh..'; :�+•' '� ,:�� a-e � .. •x,.,c. eve ��•wi �` � } .,�.. .R ;'aba�x''?��'�• � .� r - « � `ti:,« _ ... •. x � �-s a' «£.. ,'�, ; � ." a' - fit '+." #•,.y,'a **,'+w .viC.•.'..�`��. -'*r++ �a,.� + r 1� +e� P_ 1Y' j II �Y s *, .� M, .* �`+ye ,� ^�> �a,.. I+i+,4.i, �' 4 -,.U',':• �" '- �'k'��y,s�t�`a"^r` Mt,� ..'T¢�, s*«4 � �a.. .?-ff'tx' '�-y4�r`' `��. , i "" v� . ��': >�', :,; � }«•y �t�e} a#� AQ.,k..�`��i �. � 5,, '*�a�k "'++,,.�.� ^ny"� �`�z. tiff: '#'�. "'rw? +,� �1� Ya. , M, ' A S '�"'�aa'^«w'�syAr«•w..wiwuw..9aMl.MdfMrr.'Yv.M+cw-Mwwn _ z r ._,..w-�n� g_, + ab'q..A• .w .rnJ y" i v"a,.w,a �* .L^^ ��,• '.� _pG '� s _ _.� ��NAB,-��• K. �'R.�a"•°;f� �,, ,. .. '✓� "mod: ,..+.*"` wfa ' ♦++ i .f3 sJ a¢ # c�• ar+�< r.maA r. " ''s ,S`�W» i�=�t��_,�� id € �' .�.v'•i Jr� 4v . ".'^+ .'"'" v „ sr.,�z �a � r � =�`++ . 8'� ,•��"�'£ ��yF'«.,v�w-•.r����.t.,+w r� arf .s� 6.1 w+�„ ,,�."..� „- � .r e �,9�,r s '��„ �,, •a +s,,. ,,}r+ ,F d �:j,,'`t +t` � .�y >Ta �,+ - .�� - � � ,� "% �'k"a �''_�„�„r '..� '�N`�EN�° f�r`P„t' ,r�•'« �,p��c,�,"� wrt,.. u�a.,r~�,f��"+/�`'."_ y r A" r , `�" �',r^�-, 'psi „�"a,,.,-•a«' `s', .� � r y , t +�. �# ,� "^'�✓ j-T Ir } f ♦ [f'Y a .,. .,e # �'ti .y.�..� a"R s .0 r .I s 1• .r".,r.�+'4��i� $°y -� � g,r' �: .7[`.n r;f r Y� Z� ...y � "+.. ..Ynii��� w� "v% , _ s a� �.: «,�.A ��� '"+n !�- `c s•a .��'`�� �eta�".%s,�. �4t�-.�'' ,�sPal �lq��r► , w yk., rer t i r r >�.... r`, w J .:A .. -`4Y' �. w�• ,tom c,_z�";;° .r• r^" �' J7 �,3'•bi..,,' 'o �` "� .�`at' S si"'�. 1 Y..aFt•q, „i �`�, r. �✓' »��.'� "� _�., �s� _ r X ,�.�"���,eT: .-41 , NEW .y;.. at�' .+.�.. `-(::;.y� ,•:� �,tom. 'sB, _i-.-`t :' ^b. - "v.•+'�` Y: ,Ar r .,.,, ,,.<. �''•^,s+ ,�`�a'.' r Via,, . _. .. �: �,sw�„� yv ..,,�� sr t^§,., - "'�'� � r "� .'-.u« 1' w c 1 �, Z l'� ".-.e"'.£ - f(. 'r.i� y. _ .w tit',7L'- k.er-'".3;°' <. 4!T.7n�.p S1� �• •-` 'i: v��-u�.�-`F'i ;t;�-",'� ��,.,r� �h-'4a+i`-G. r"°'..z ,4,- .n.F.�.'� ^.y � ., 3��r� �:. •Cj >,•.C1,.,.. t firs I I �-.' _ ...?47a. 'K`��st'-,-.-rs-. i'R._.. L �s.�, ,r -'�y��-4=;. -r?",.. cf,•. - ~ _ > ,-- �.-•`S:y,.x. Y... y-` 'L^ •� �' y�Si3 �'.'_ - ...,"^.'•:.••.,t�T I .:.r� b..a...,,�.`.«. S1s�..` `: -.."-� . ,.*,.. �".»; -�'.,.. .;,: ..1"'at.,vv. s_.�;' w"?. "4,. -t4sc `�iaw`Qyl1�`n!a `:.' .',i�•.'s'.'.`{. .�. t�1_,`4.a� I _ .y � .�„�.,5. `'L -,..♦ r y 3. � '"• ,-.'z•i e_• ,,, w .ate ,x J Rizzi� F\Gy�9 '.•C"i4L �.,':!`iAc ,�N fyi,,••.. r ^'S L-+X .4, y.���r ,.. - �"',�'+�:i ���,�'�r�741k"*-�,'��k�`x�d-'"�.,".,rn'���� �"�--�.� �JC+� .ti4rtrS�an f't1� '' ���.� �` •a �S'=� I '�y,.. �'Ff s.? :�.a.��`-�'�-fi. :'�, _'i"ti.,, .ate...�i. �.:=,�. e.�y� F,`�'.�^4.�•� 'F�t e:-.c e��5.ia`'i��tj, '�.c.� Za rha -.l}_,,. *kr`. �. ' '>-`1,*`"°'-'°"-,i'.�::°� ti,C�..f'-�� 'w�'�x .�, ' "'�.�*° �{''����:3... - a '-': a�rB+.A �"'•.u, 4,•�. � R•-�n r,...-..� 71a�"'Y �° '°" i`r.Fir "'k.�. s`"<r ."4.��:"�_,. ,,3,_w.,:r� r�,,r`.Fay! 9�. .,, .�.:i-+..-'";;u.� .f'�,:C ^�.'H' ti"�..v .:al ����"};•� r.. t w- n -:ya:':.'',c-..�'-"� r`ta..fv �'z ai �#s,�`: �'."•'� w'"r .. ;�.. L»'s*.`+`7:a, •,&� -��c�+ i��'^,�,'r.. ?� �'ttx�'�` � � ,-a °„t, ,�°'e' ��r��' �f - 's•.,�,yz-'"S� "�`'�l'.Y..t�-4� �'p'��'` S^"-��,a�y x ��.�+L,;2^,ti:. �.. `nl:k"U"s"�aa. �„ 9�.f= .y n,� ''3? a'��:. .� �, T. ..� t,ar ..! �`a_�'r..:+i4i•4'��.-yx{"•�.-��'�IG'.��f-��� �y,r1�°°Y�"'C �- �... fi' f.�:� _ „��.. �a�a�." ,`�+�,a`Y„'>y'S _ � �''°FL;�-`�. r� .. ` p0 .-,S'd."_^1,�E ,• 5. 'y:'y,- '5-1 H �p ems, #. .. �. •4i.�- ,.'vqs .�,�ti'�''x. r•. -`-�i �, '�'1,33_r�. ,y«.,h,!� �: .i,•�5. .;,-z >.y - Yn,,s. ;st. s,-_ skf�r,�� _.''"ai-•. J"' '- ". ?e - _ ". ..+,� >,, 4 'rz. w.`n, .�., r✓ay,. :.r+;�,_.�•d.�r. �'+.:. � :.a,• z. � Y1"rr-*�t� rix �� .". '� ' ���,•�i' � .s ..w ��'°s�^s. ° sk,'i:,s �' .,fit 3 r '��� `�€... �.` t;:. �� �d��r•� i'a• ��'i1t. F'' xi"�.� +T�� ,�r ,,��ii,a+` S '� g x�'it�,' ,�'�.' �. �6/sMsM-� �. _.i„r ,�. y. r� �+.-4ir-r `� i`� r „� a.�,G, s. t'- Y.�•��'�' .�a�.. w � +'r A-rD1'1 re V-/Q1 LW 1/V� 1 e 'O A + ,ems. a�a•' �h�R �, �.r�t,.�.' r'r �'g� "'f • '' +"...?. r ram.. .:w a.. F s µ` h .. . x ,k. . ',' F ..'r`..«a �`� .. !• ten.. � �� §� ^ iLLi •y y, ^ M ,• ", „w 'Y• �„ ,, ,+y �r ''�° ^,-^�, �. a�."'' ^r�, �•w Sep �a � *t a, � ,art -}� Y.•' ��4���X'�..�*�,".�,, +.s:,;��" _n Rom.. + .".'r .. � +, � ';a "t N'a�: '�•��'�r�'�,`1.d,� �'*r M ,,�. ��rk •r* �.. `�� �,lit � �I I b n k�&► W wrtM �� .� i r;r S �� t N t g '�y �� �°�� y * `$, � y 1 r .k a .. �.... w v, - �. .,�w��.� v .;,s .tr. �w .. "+fit m•� ��,o, • GIs > '�" „y �• "+r\ � �... � t 3 k',w � '�"' ``< '+�. s"!k 'r$p,,.' �� "`> I Ili I • '""'° a y p• ",*sV -+'AfH�i a f �.,"4�r ,4 «,� li`�R .,- � „ N r '^M ,,�r �> M 7 s AV cA •.i�,fFp� �� q��8•�a ; i n��. +� '�+�. � ��r «s"'tsi � � ,�*., '��+ �.5�..� �*�,�" u-"3,„i t�. ,?�+q'1, ���,�+�,,, air„'�� �� ..as' '"+aa4a"�'� �' �i... ;�*y� '�,, `�., •c A,� ,°�L.'"`w-�� .a"5�`"��,;, r�! ehµ rj5 ti # J +� u, eX � r r , V ��y4� �g•4 l��j r➢� 1 I IR'. d �e pYy�� a � w R y #b 17 ",�' ,. rc ,m ��Via. � i, "" ' ,ah. '"'� »r�„ o.v :, ui•IW. �°°''v,�s �,, '�"�" n ' • .1•,a� w�r.y� a*} �'fBfdR.Y ., . ,,� 3 �� � � ..YI ap}�''\ ��� .,/ �,rf'"�Ya. • y. x • uA , As.R'^ < rx 'WFw� r ,W, 3. ,,SYV• ,W "K':" ., "' .. • Apphw ;°fir '"' h. ""•i.-�" �-"'�: ".. e �„ �i�" -r �+ ''� '' .,f� � �*M+a-vim ,�- r..• '`� ,"s`"���`��r��' !� � a �. ,�..x*t4 A d� -, d': ,'wa ' " 1 WR oes` �9Nwi ..�' w• T ^q,..r.w N mow.--..;ar�'�"'— " q, r� _y - r y. n, b tl i ♦ �<.ax ,aa '7 "a'� 'Fim.w�� «nclm..x. �u WW.'W 4,$Il w a a i r ; f ' ' r r V� g •' 'i t � _ �;' � � .. .. Kira,. h, , 5 � .�, .. 3 �.:. ,�, ..,>..:..* ,��"� ,, ,fir, .�$'' �c«. .; ,r•'. • S ,:: -.: � � � �° ,� w �'�-�.',Y�� y�.R w...��,;.w..r.ra� u ,;...^$.d= .n�+fe•xr,sw.rr••rt^ y n 9 "^ 0 • A m. — 4 e u ,,e.a t"r'..a �'+�a+#•a ''�y,.�"'� '�' �` -...` .� .rre d` ,�` a - a M,�� ', �,;. � � r Y r v 0 - -. ^. ,� ,. � '�: K �� _� hxr � hie• d• •r «,n , 1 � _ �-.� ' � ar'.rwu^'we,- � � 1 r y,. � � 4 ' '� ,�� •. v ', '�S� t * 'R+,1"yy w r� , w.� y �K. rM tY � ,.;,, 3f5" f a. `"-"�.. _,,,.{;dy,�r, ."A ,-. ; z.� •, ..h, 0 *';,,.t y�,,,� " G s ar~ec a' t , n � e«`c,'s W: a.,tt*•, ". ' '•c. a r"''+..,, •, "'"y�•"1.." ,� .,- �.r«.ao-... �Y, �' s"T� ,"`�;' y •,�s'"�ze�.F; v 't�." ^"�w�s' 'two '"^jam 4 �. 9�nw.5����� �'• � �^Ar,'M"� '�`'Y �'�` !e" R �.3""i.�bAE�9�,W.,'C'1,.�,n ''1°' ,yy T ,�`:.. '4�1[ L *:'.::."`x"'S'u*:.'.�'$. fr'. .t+°.,, ' sy �,r.. �*& s�� y ,.n�a;3`�`�4� � ,. �,�"• � :§ ,,,, >''� '�Zr`xw« r T ^i"°..r'a`'�. , a `!l;Y: ,.+ 'arm, �a .�t+°',a>;i, `�• "'T!4w' " ;• ..w ,ka'"*• 'eK...... ':�„ ... t4^ '?.+ a ," z - ,: .: wTC, : 'a"'f e ,s.: ��„�n.. �.a� w. a,y r a°. a!� ,A x1 ,...'3M', .. : a,D;,•i N " ',,' ,.+ ,.... •sa^: '� h ,F,g� *� 'S,k *•.^ �.. a y s. h* a�� -•r%�,y" 4r,.,.�«,, "^'�"'3"?T.t« ,„p`�',r"�t,• w c , r. ��""�.,."..�{. ,•'� w � ""�°�.s w�:«• -^*a ,` �. .-+�.q,,,+v,. `r. "4:.t. r ..cx' '`':t ,6„5 r i a'p4+ *g.`§-�..'�` +e°"�+..,n �` .. '..- ,�.,� xr� .�aa{ .+"�.'"� ✓� "^. ?P;. *�+` Mrs,. .�� -'r: .,..:h :'�,.h yY�.{�.M'}6. • ir�, S• �,'�x. � v'.."t§+ ,�k ,� ,,'p�,'.;.., ss��� '.�`w.�{ :""•X, .* -+. . g�„""�..+r �- �....t'�- ,...�#"^' "'.}; '�r,:ry L"s�. � 4.. $S"`.�5* '�"'"�# +0"d:R`"`5 4- ��», „ �, ,gx. .. iki a sail ,�" �„":"., .. c,r "'„.•w -,y' «-r r. y?� a+ ^.,. 't` r ijy'��. +s,.yi pwt ,..,'^s:, '9 n,yc ,r '+°'' m'"t'` , ;, � .';. »m +a a� aa, .^'.� v.'=�: � w .F :r�;,�x^�!'r�,� .$r'4'a*rl I `�,.a*w "r", , ':s�`*,«° x '•�,�A .:".'S"`.�.°� 5,'.�" �'"�"a'_�' *F. if" , .'� .... �,.,. ,` *'*�, ,r.. �Yt+ti�.s.�-'�j'u*.." t4�'. ,> �.: �4 _..'�.ram`': ,�'°a'`'r '; t•�'4c..r '`+�""�w., ,.+_ .. r { ,..;aw .'•% ~�.,. r �,'"i"�.. `''� .. ., i•' �t:."�.. �.'t a, ? t� ....:"ti,"9�y§"}r♦ y�*,.�`, �,.. �, �'•„�ti..'„,,. �.y,' .y ffv'��� }41e a47�'d•'L.' 6.' i`a� - ."\:'v, � �� �• ���� ��" }�'�S �*,,,.����"'�x14 ^.i~t a R.¢. .: �...;;: " �,."��".!-„";+ *.ra^� .w :.Xf' 'w�,r'M,.,r�r rr. r, _...+} -+ w,,.4w„r. a `+' k.,� ,.'••��1F" v ,t _ r"'" ?"'-�,;• 4t � t'� r- `..a's ,�. ~ y� „4�' "�+k 4«u A•«:�,. { ��" �. .r �,� r ,s>:" ""yin k..}y, '*+.�.*,,"• •�ry.ti�t-�. � �'��'*u. `rr'`� ,*�,-4 �^ t ry r �hs2ayv, flies��-► IDM cxC► 'r1e �'+'s, r.' �`d�.r �t'�: '�'t.';ice''ir ,�" °" ,, "x � � �$'",.".e°'" t�, ,�e`:H'�"��r,¢r�: ��# '�`... s• � ' x. ,. � .v` *° . a,.` ', • �- - .�, Via. � ��k"r°*,. .. •.,,e� r;,�r.,` •m"'; *�,� ;,eG a..;r"' ;`"as .cr � .r � ,- �'., "R'..:»'� :""Ms,µ 3F , t K. s � ,r a � ��` �" > .... x y. � •►-ATM"' �.,�u.�,�'' ' a• i� - ol ' ^+� IT 4 .n „« s, ..zu"y > py , t`' "" � 3 ,:, ,r•. r+,„ +-,k • y " ;fT 3' "•d!!`'�. , .,� a '�` w'x•�.ris�� n� �.rH+ �� r. � ✓ ..:c' .,�„ �$ + ...� '' `,�. � e r � " Y•.- , ''.. ` � �,�,w S�" qs ,. nu S s;.�»,r..` ,�, .w,,dry d •1 .,�' +�. o. .� 4't, ...__ ��.�"'�#.. x fL " ,", 3 w�a.'� t' aar` .sa+"�.�<•:$*8"�^�,�. ,•�` t< Mi� : :.� - -.ae trr .wt f•'&!,"' .n # �w � •��'��.� ,e r ..x��• -.'ii w• +w'..2:-.. �.,� -x -. .€». w.w;„ .., ^;s r^' -'„ @° p„ .e:t � L^+c *9M v, .'� �'v..-,0,—•"': � ''°`�.''.. �wc�`=5"�d• •=.:. t„ -'••`vi' «e.ire �.a »*.taw t'?�.t "� t; s.."'e`;a tAp a ,ate+, ta!` '.. +-' > .':. ^ �..';'.�` � .,..•i„# 'g'�""`",�� G.�fr y, �. '�•�; �` �` ����r-:F `R � w s �"�`� t -�:` �' `,.,,,�+ � ems,�, "'�w p N ? rc...' `C-,.-.P..€a,- „�y,.:5.�»°K` a. •,r,5� rrr t7 a s"" r ..} .'"d t +Y. '="�+s, f F`. _ " 'r ' •u.,r. �..,:.,.#, ..:.�ac>}-r "' �' 4�'... � " �� fAlx.- '*x A 'h�,+ '+�"",a^- +rx �;•�r' s,' •;r it.� t� • ' ..str' .. •a. :.� aP. ..*,, �, � , ,, -.,{ ,`*r•i.4 •�fr -� �`^� ,rya,:�"fl,"� a,-{.qw*zs y, i. ems, *"' � `a� g.�".� ',•.•�" `fiE'{ �`�, ':.»�'�A`""' ,m�. IW �iF.,:. „yy y.�A .. ^..�,gd k ;s� � .. .4,; i°'� -+'�Fy f�ra�,t•:� t'; �'�SP "�i. '».s,'+ ...'� ,,Ik � wt.�,3c "< .3.. ."1a� - °w 4, �d"..r ,y°f5 '� - �� -.:t• esi �,::� '�'a,. � �• 4' y�-"� •� � �',.�W.. ;.ar x _� J�:act 6 63 `� '� r '�t a>. ?�:F� +rt t.�' '�n.s ,, ��' r t '�'t� .. �,. n rR .s. . 5,,•4�,�- - - � .��'• ���� "�T°°.r `•`' a` � a „� :"'Pear' 'k bo 4 M 4 2 rnr g, a � ca,'.;' ,�c.`�e '�"# :�-' �'�� ,t2�41'?�y f.,q�'i,3 _fie. _, a•#r,X$�,. �.� �" �?€ .�", 9 �-,�. � � :"� `'«^� '° * :*,#' �,','••r,,;� ., ' '`„' ..'"•.,�. .a.� •�_.. .e tt- � � ,. A =;.;y-Y :�.sr ys,-..a` �r � c. m r ^Tx °R s'� .�': ;"��`'��'#,f:'"�•_:._ �„', ,: µ,�.t'' �».r�,t" ,^v+,' �'' � - - F r •�- °';%7r"�"" '�. i+'a�* 1�. . :..��� +� � -:�, t,'�Pr wr Ewa' 'S$ " � « �,� 4�1 � �' 'y� •"� t 3 1 r r { m « t i 4 u r _ �I ,.a y n 1 ' e t LL Ar �i { t / i u a "9N iov. 6 t w 711 * s� — ' r '... f •:�.. „fir .n � �... s INC r i ...,:, yg " : � :. • a .,. _ ,�� L.+�,� sR�,3_,.,..I.w�q�7,,. �'«."'g �+".��'rY!'�l�Nei� y'T,,. �I • s - ¢, 'x CRY :•., `ram `i� �f .:. '� �! ». AAW s r , r - a b 3, .. � v .,���_ � ,. � —�.�.� :. a � `"=� _ .��-- 9 Y,,,ti �.� � � � 4 _•��c .., �, ,. �,� �,,.,,,,,� ,� 1 � '-- a �. � :# � � �, '' b f� a.. ...,,.. �,. � —�� � � i ��' �� _ 1 .. � ,N _ � r °� �'� � � '"� � � � 'fit; �, wu _ �- y a 4 k ( xq �,, 'te^ ���'4 '�4 L'•. M4 i .. .. s e tr.. d .b.. Y � �" ate. i +� fix,;a h, � 3 �' � ! �� � �{' .4 s t � d � #° �' w Yf , � s r.:� �'�' ram. ,_.,.,.�. -•.� Wr ,,w ,. �° E K�k I . k� d� ��+i11 + �t m � � .' y E. 'i.r+.-�^.� ..�.�. s '^�` �a- ., .� � per.. a r. _ _ .. � `:�,».,: w .�. ,� <: �- � 4 .: r. � .,> ,�.M � >•�, �.� .� .. r.: �e r� .r', � W M ,. i� x LL ,;,, 4-per` _�,,, -� w, .,a�► -�..`. � _ .rr".. �� . - � �` ♦ � . -�,, ` ,,: :. .. a ,. ... r � �, ,.., w �. �, � .y., .. � �.�. may, � i. M rye� 's«^ �ABC � � J ., - - � y" ♦ 4 � �� i ,b , ° u�C Ap 77377, k r u. s. r. Eex a - wT° ° dt• - - � - ate, ' p, Ai x .4� F'r43 WYY�,- i,� `�'. ) hlw .dal ,k^ 4• 1"T 4 - . - -., ; .. .,, � yr, ,oi•"'r ,ova' a� S ti i i x 4 Oil i �p aF" s s � t A g e v a 'r "YSw. xn y�. � , .�r df`��tl�mG,, � �,,.• �.�b .� � fix^ r" +rM R. v �r Q 15 to m k Iv. fi :xrr r k ; r r 4 U 0 G t • S r 7 .4 4. Ape n t m� r d _ Y k W u r P x x" w. { "�ire Y-n 'D� LDS «dl © I LI s. 4 k v r .9n .. N Y, �ryl'1' 7 �n g i r sk e H 4 ' tI A 'r V N llJ�Gr•�' wV 4rY IN .s''. i r dl ra 1. { ... Y Y ;i 1 +I' ,�... fill Ord ate' yp`. a ��• U �GF 4V° ie u� � rt� 1 +g. .i2 < 9 �.:,� `";<•'i t r��h qr r .;.:� :.,�, a-:- ,^.,, & P 3., ..:. .�,Wc�..: ,. �.�� a ..u":' aaw �is"' 'c. f '�''; .`. �x t'8'`., vs, r s .3. .... F , - ,d � A, ,9 v 'b n , u ,. <, k 40 a r4 ag IL. ow Iwo RF r $. , � c F end r s � e v. �►„.max,:� .� ,�,. � _. .. - m.` �-; Aa t v a+n r . a _ a +J�t a� •,� .+- ,_ .-o-. r � , _., ..„. -'• ,, .;._;. '� °' 4 tee- m e - �,c rr1 h1^ 5 64t rri (,e 6 b-) !, 'I I_I r r �- ?r i i� r W. • r w • k� e T y� A p� X CL.2"Ir waL.�r +. e 46 fr �^ € F ski • � � �.. ,, > � � � �"� ' � �'a, � � � , f _ a ^ ^ a c 'Al r - S a , �.1 P s � rg,'xv ,-� �'� � Mrs �•� .���t"�w r �. ,. "x '*.�F � 4 `� 4���� a " F lis, , € F y �h il a Jc . C t.o,-r vr3 1"r �t .. �y����, 1S "��:+��� '�.$::. - I " .�'M1.,. Y=- 'i t�; �..,/�e�`.X. ,,,'i,�,�'�'ir ,i,�'wolr��' ,,,ea„�k, �I�. �.. •..� w ,. .� i ,. - f ww+'r'"�*"t —.- _;,r• w+ii�YMw._�'•l' Y� %Cr47'•'a'Yii y� Y w. f �.en' . 1Y a,b�.��1" � r'�•x 7'" ¢.My.'r. * p. .r"-"e.'� „'4 ^. ��• ft fr.'fll�+-•+F.. ' ;#t'.. A91�' ,.a b ,�:r' ,.n^eJYi. tr,'£. r '• +��,.,, �'" *„ ,. 5,.�+ a..« = + ,O.- s+. ~ - „i•/n .;, ,r ���.. .k .m a�, 1 y r • +� .b�' k ':'""` x rl, ,mow • '�^�. T t Ty ,Ay Wes"b w r -1 � 1 .� �• Y -. » .,. ,",'rM..4" ".:3 FY - ' °,y„ y ra-"r ,,yM M• ,�{,`a• �,. W,� ,,! C.,,: tom*"+ w+ - _ . - aft . tom_ f, s.�.s�... -.r.. ,f. .i r.'' ,.,:... s �q, ^r., �► lNre ;r, 1�-_ zm AF - ✓. 34. a. 1e +v J + a. ys, a r 3 ® *€ f v Sf••_ !� k q q +1 1 94 a L. w , ���� 4� Il�kS�ni i , t . ., �•f�' q r .i tku. �, � �,k L ,� '� S�{���Y^��� y�`� 'r t+ �'_,! "$. F g�Rey � , t' 'S`• 3, �� ° x aS r ,of'r„� ..'�rAt�"5. 'pjl► k `" o- f ,by��� � ,'. ., s.�. � w.3.. •d art�F. x« ` • „ b k Y -1 MYy' , t' v b s t°f ,�,fe+ :'•,f ry „ i „ys ram` v.� .dg[� r. p ' �W,e a J��. ..', "`"•li�s'R,2� .� '.. w"+.. d,fi p •�,a,*' �f{ �' >t Y ,,;� � r� "s 'N. f �, w Se Q i r .: . ,� *� u r , ^ <"ti.,' ,- •.-.,fir � _ a • .• R+�f Y s r . • h x F t a ar 'Ar . . 4V As 41 w . , � �,,,, .,•; - ,� *. F =der n �,,... a 'cL A , x 46 ✓n , np a n • � s r ;.., :dy�'}�a � ��� ���+r fA} As �'#�,`:. ,Y x _.f�i`� �, 5 � ..) ♦ sa.. fiYy„ _ Ertl y�•#F i3: '•' ` _ �"#,3 .� - W ' Aw ,s i + a a e. T' (w re yx "• �, A F -��. SRa�, � ,r;,..x� x ",,�T, s,ry -^�i+#^a �" ,ia'+ ..r�' . •a � i x *ex^ `✓ 'a r w... a ,. �,.x .. *+ w;:•,- +• Ty �5. . !�,..x'S,a rtr.' "�r�Mm ,�c .r` r. A . - w h y t , rt r r k ; ib Aa x a p ccgbrz iti¢lcla �rv, l�. ulva�'�J� 4�� 5 n .c g F , a. a` w • . �� ,. �_. .�...w.,a..,. .n '=Ti'f. �b��h�E."� "'�fy yam"" "E akti4 « a.• ¢ w n « " x r a y • JOT 111%t {4� a s fib. � � � �' :;C.r*��, n . G + • " a ♦ a+ � �Y' � i a i + t Y � =Yti c r r aor a • , »�.� .� s+ •1 tx�.y • �� III'► �,.�"`- . « w r k M x , r r , w , M X.w, ,, , ;, t' . .;' �" i�Y�d.,.�,t r •.. ��w'i s'°#, '"��,•`'��ax,; �tri � .rw., c' �•,: e +.w .. ' �. € . ?ky:y'g� , 'i Rrj•h*....w3r`.. �'+�t -"�t'"tsa. ` �Sr T�h�r � X Tz7W '�` � ,.':�'"rr�:. "..rt. "'"'r� ya<l t� 3�y���;- <fr���,,•i�t 'r' .t ":fL;: ."%.�S.x "r+?!f'.' ��.r.+ ' ,�a, ". yam,, �� k �' �` Y�+. '! ..�' ;i�ra< ,�{�5'!' .� jj'r''-f^.,�,���*,-: -.�f '�Ft�_. ffri '�t �,. .t.z�1 ;,,�" •..«.r`a; ;� ''� ,r,r j,'t =t� � "t"t� .-•.v�� ��aa< -'`}' s-.r- "A!' �+c w'u. =.���iC ���`,r _,r�.. �t .r�.5a�t,� ,r.' i..,. .rk,:. ..a.,..,r ? '-•, ,r}� h. a yy7` *`,.n v,/,.,y'•,'�'��- _ ,f's�,.84 7'. "�' 4 - - x",, ,<r .,. a " • ;' t ��y-:ti ,�..^+k -�.r;nr.�-r•th � x<� ,ar 4°..ti,��°y���.: '�a r �'!,- a+'�r °1,�U�r�.'re� t ;ty�S'�Y:ry4;ti�.t k'''�`.r<.,�••y. �`S'{!�! ,y�lT�f..t'��;•. +.,.�,'Ry,)f z,,,,r�.,� '.rwi��2.� v 14. `..y,.r •.&�°F,r :it3n- -x, L`..,,,�- � �' +."k. :. 3F.'hkrx(i'ii.. �. k�v $. ,ytr ''�'��jJ;' -h,,. � "�T a��y �R ( a�•y,. Y-n s.d eS}..'"1�, T.�?_.. ,`a"r=, �l;L 'ar �{+� .�•• ..: :e+7' .�4`,i:.; �"�`.'M-„f'.. ,.;;`6J '+F .3.,� ibr - yr-y�.:x•.,/. r�;�f. +.""t, .:;"�'-_, .<y s.". •�v:$M L'- •-. ..i. ,..w,.,e .. ,.;.�„ ,..t,��... �,f,.��,�"!�,A ."3`-sy e''�:, era'"•ta.± ,, i.' x da.�,r; '�. �'1_''�+'-r�'•t. .;�t�•t�, ':J �;�",*' "'r>` '!r -s «+i .y .. tom,.,,,,*�x.,�L,.a+y�;,k .•«,..t,�c4°'�•.•-{..r.`s-`,.t t��.��^:F;,„. �,j.�L•�r�G.'z... ;�,.f..��'�*�`-a'# ''w ,fir,�'F�,.i;�.i' ,y, :iY. G'. f a�' '.�; t; e,sr=:: ..,a''va _..�"S , fit'�y_w„r:i,�,. ...c ly^-1, .:.,•1y ?„�'•�,.,.X .�::iFr.,:..•- �+,.,,q��6, a-r1�. {_..Y.sy.„+L�• �'�Z• t}�r'� .�.k. e:t.. a`..y.-1 t• - '. sr-;.w'�.G a�," �' a+':•.t.,.. yr}`y..e '7:z•,t,.rs�++4r. �:-'rr+t° �` :t:..st1`!�"fh'.�ry°'yr. �.2' r.,,�<, o x,..*,'�; `.,; 'i Y .. ,. t� 1u,�93�x-,�!''_cri•.'�r�'e;�. a.n-+. �.• „�M �",•�-'"`'.,r�•"'�:�. 1', 'r'.,�t1,.-'k -+y..e..sv _ 4�.�.� '. '' .,••'w,�, "1 ` x"�.r�A.��py. '+�<^4 � ,'�•{:.t.Fs°$:'wt�ffi�,•4FCs� .Y.,4.,"'�., •�'•r �, L' '� Yz�;��,:w" `" �•w� *�Y#_ f '°' F a3 •a _ s"i� ^�_:� 'K,,,.[_. €.. '�sa•.4•.g..t.i "'..._ ,•i!�_,},."" ' .xrT' ....:s%7a `;}' � ,�..: �,�}� •t,,.. '.ri ,rY^ �°"" r, ..•6 .•c .•5f* err- r.• •n,. *�_ '.'>�...:- �_.,,t'' �b". :"Y,P r,,,+ «, .�xr*� a: f5..a •vk°-,r. .� :. ,.'ram. 4{' `. .,,r,�,...� -rr < P' _�.,.+.,c'Sc r �4' •. n 3+�. f7 r .. ... �y r ... , ...;6 ar, ,.:;� "„*{n+;r+ra_ rMs' 'A„ •�h't'.£ .w ;. .L,�.• ., ..•.. .°4. ,;,.,.r�, ...1r'�S.;a ti•+,* s,.ir ' ".,'• +s,' '.:., :�Yw,Y^'.'�n•� e ��y9• ,•,d.. v._ r .,,. r<, .. ,+* a=. �r'^-�,.,' .>�« ,....° .a'r=t` tryyyfl�x a ,y;n.i Y+1�?.i.�'b a.i.i ., . r d�4.i. .r1. J •v.w *R.R '. ... t'f q xJY Yn' .} } " ' ,l r ^w' 4F Y ���wf' ,*kf) �•• #,. * 'yr � ;.•e�ir..a P .r r�«".., '�t....:n.. -+�"� : w,':�"- ,.w .• ".' "...�<r. »"k z � r ��t . .. .. i-`a•�•,"^'xf^«".'�{. '•�:. .ram✓+.' r..'- •*� ,N'�r:,. e ... �-r. .*C"�..ra" .c w e:P « r>•4 •.,,:+.�. i:.,. ,. :, '.x' :t r' R, ..+>. ;,.r, ,,,,..� a:K,':ru. „ ,'• ,,_.•-`".w,` r. F a ,� Ca.• '' �+ �:°+ts"r zr *"tdc""�"'<r��;•��".,«; "''as `�9:^ .t..r . w,l k r4"K$'r i;'r.r...... �e ..,� as,r '+..f•`<• ;. ;:.x..t�2:_r- .._r ye.t .n��. .3 4,rf .•'s i4»cc T :.•.,.. �a,tni «�+'� „r. .-. „ �. .>-.yG.+x -,ey �a'..<..«t,, : .-�F^Gy'- 7<.+s'r'.:�{.r" .., -.. y.. ..r yN .2 •�tt p•�c<'�adf` .,•�," ,-y . t p t,>.f.:.* #°, .+•"- ' a.`�-nvv, :«� .,r^ .,.,1 ....,.;,�+ • -�.-..-'� d.:*. - , c - .:,}Y+-gy.,,.'�x... ^e;.tr ,„x:,:'t '„y'°'°- ,.�;ar. °''t ,r Xa.: . �».;"•„;e'�+„ay�s- ::P s. ax`�+} 5'�. •.3'v»a. �..d�, •-*�sr...iy. -a.�L.�... :rx`:..,,..,.t .. .rr*..,...•,..� ss' ..,.. r �,ye'�,� „l,s, t+ .y s.. n__,-. ;�, - �, , :k- • >'S', ... .* ,.'n+'�i^ t .,..<° .•�' .•-r. .< ,w ci. �+�: +. . x+ � ....�`.. ... 4r�, ;xsy'�'. .,,�,'�af`.,,, r'y.r,, =,�•^^. '� ,�, y ,.�'a3; ,, ;r' ,...Y.'w. .�.. .�g v. k. � .e...,,v x' `5- •''A� 'v' w°- .'Yr l�"�'.::Y.r.,, k.,,��t.�2°i.t;tl'�e"rV� ''r"4q ,rJ' ,z" a:4-`.,'t '.'tom:'•=E,. *�<r'`a ''a"� "'.°a' +" af,.�,,.,.: ''.^•-_,+'a. ,1^e�. .."U z'.,:?:ar3.`,'" t 5 -W+� ,... +, .y �,,{ _. xF • ,.. ,:..�, ::'$•i,"'. H !".:-�'^' C••.,y, '<w. - 5 .�'' s fi; :C .8..��*.+' a ':,2.��'.'.n: "r•- .'.€`1 >,,,,k.,l,. ,r;t•{. 7 y* .,`� :a ':'r. .-i�`"`-°;fix,; e- ,.: :« ,: rG`,' • `.,, �":�; •r;: �, 'g-: i�, � ;,f..e'�'�' ..ck. �r'�i.;e Py +� .y�. "•z.-xe_., dr. �g,A"` a: , ..a,-em...ss"x�„ rY'r �*.i,,;r .. ,,, •ar�,:R t,f� �. „ : r>�.:*"'.".^ .#e ;•rit. .r.: _ t` •„r , -. > �-�+••.3�33.• , :.r,... g.a. ,r .. 11'�.....�t<. ,..w,x.., .�,.` .ro. .,-. ;1...�...x.dry ,'.,•.\_ .e^. T, aA:!4`xt y'• .. ".L ',:^ -:*".t4,.�4.: 4 r:•"Y.,...•kza � -.+'w'....��i ,.. rr..:.:L.. S"-.r,.�'dP ,, : 1 #�'.`�'-r X_'�" .: ±,)..r;ysa�•�a..;,_�e..�'; ir.s.�..,•a•A ,+M+s.. �}a. ...r• -�v - 7., , � .{,... >, r,* r.€4'u Li"Sa4 •i` �',�- *i ..,.�„�^+ „�,,, ..�.iL. >.,.x -.. ,. ,.s ro .,�C-: }!,'A.w,. °�1....v<. y � "s�•. r r..-rr ,.... , ,. �.. .,. ;=.f tt,�' ," tw ,i f5� e�sf+;rz ems.• `�h•. .,t ..y 'r`. ..'�N" .'•� �'. -was, »r s al. .•y, '. a 4 -n. hs a,? ,L,r.r ._..x.�,36, "�. , .& .. ^ '?'`n nt., s ^rf < m. � "a.t r.,"�;- :s. •s ,`�' •Cz.'»`°' ;+,. - �.s-s •.r*. ,,,.. '. ;x., ,.} vr,,,,:j,: .,(^. ..*..,'�_-"^,,. .._-.,. 'S+,w ,�.. *_.•,.** ''Ax .� 7'acTw-t z•S,ey a" ,f'-' :..•:�`x�, � � ..^�`:. q.^SC ' .�•,,.;. i<„ .,.,..:•.+•?`�_rw•. Y"...@^,S'it" :e.n':: �.o�.u.«.:tt y-. .,«r. ;.,... <t�e ;',�.._ .:.w w',.'�i-._•.t ,d":.� �. ,.. w ♦W.. ✓'" .�,. .•"' •'Y. ...y ..t. �t �-• -rM '. { rR+:.:' .iU. ,..<t:.,r. F _'.'K,.,,:.�`*P,• "7"_s.�='.�+,,�-•}., 313't A 9�•' Px 13-m.�... y�� ,�. -+ - ...,..,, .,+,..♦. y, .,r•"kt'.... " , ., -3,... �:y�G�.Y.+-:°'.,.,. j�...� .:r,':. t .a. nL ;,,.:r vL:,.bd.G � :i "61. 'ei�'k i.,i,. R��y,.,. �w�'-',�I''�-. .1! � A`A^���„d.,x•i. rr� _L 5�...•A ,.r•..f..,.o-, < r: P .,_J{ "�'.A!"X"Yi.,.`:lYw .. > e.K_,: ,.[.1�y:..•, ,F�,t, :'x 1+r<= 4ea"`„"r - .- h y.,,,.,•s'h- V m "�.,,- ...,�. .>....._a?^ F.-fir .: +a .ffi` �.r. ...., ,:. "'tdx....,-,� . .. •:'P;},,,..� _.: ''�'1•- �:. '. �P -V s-k-;�� , y ;!9k y.o..^Aby'�v¢,,, +}• ,aw ,,W Win,, s,�i .w.•e.•'�- -::$r���£'a:d`-•.. +�•.=+'" a.n. �, r-ark a =. '�,a•,:�- �x,,; ;3a'•, .'!t:, ..' ev�`,x;,r"a, •t " .a•�'A'r-�,^^^� .,'.�.:u ,..<-r�..�-... ..u` +'3... ,. - ':AavFr.. '+':.. ;�.e :• ,� y� ,.�, ._ tk., 6 .,°."4'._r.:`c w.i,^t�'. .t.�4' `.. °:...�, ...:..1';.. `�'�°;t:�.,.,... ; ": .,!`."...;r w ....r.,•.S`"`i-,.f _ �'., :.. .' ,a .,.' ,.n. ,...r *„�. '!'a5 :"wz ,�<_ ..,,c;. 7,,av:C ,.cr t?"_ s. e-,. .t.,... ,�,,..ar: ' t - �•�,� s w..k..« e►, . ,n,. �-Kfr:.at"`� .•..:-+.:._..�. ,.,. . ,»-.,,. -�+:_,&.:t,...... .•,.r:� .r��. .., i";w�`zzr _'�.�.a, °K ,¢' :r. -� .� �%sc-.• ,a•..4x-' r+',& '„},r. ?'.�3 ,Z,.. 7't.,.,.r,..,.. :..> ... .• �Z• .}+,.r,,.,� r. . -r:.. _Tw-+ «.,'.... �' ..���. .-.,,.r-fic :,...'tx:, „�=L .Y•J? ,gtF.r .�x:��'B�.aa �-.r;; i, �'.« ,,....s,. C.�< :s" �. Yx <:.. •a ;,'0{{e- ,(.,,i .! .y�.� Y 2e:•.1'4 Yc'•,�al' . .✓,, ray .v rY ..,: .. �h.,4. F�r ;�tyc y„'1 ^'✓:`5�8 r � " a. .•;a s,x1: -... ..,..., �' . .--- -„ , ..,: a.F�-. •y.�.�'Y c•" a a,=.4- c r `r' ,i"� 's�" . :, '` 'f ".':.?, ,-t„�'�< rz .s.r .-e,:-r 3 �•.,a'+'.. �''c„�' ��'� `;3`^*` .r ,rs• ... ,,. ._., i,,..,,, ::, ° ..::.< .. +*y-... ., � ....+-.. .,r.=ati *..Y�.•s..... r. -�se. ,.*•.aw,.- ,..- +�,.» • ',}y,,.s„ •v,- ''`'� .Y +,,x`�^-'� :"'•�> w+r�.N�'. !,,:: ,,$r"+ r.-. .,,,..<,. T .,'4.•. ,"#-:,,,:. C' 4"Y�r.. tz.�._,_�.,.:... ,t1.a. ,- _b,.. a* s`a�. -�+ •s'-ad a.y"'�^' .vw" •, � :3.�",`c: .:,' '�Ji','z 'S+. ;�' w:.',1 rr i - , ,. .... ...<. L:.. i.,L t'.. r. r..L •5;�.:' :. .S-"0.; ,,,, ..ice .*Ss. :°�. �?+3":. +.:' .rt.. .r�`f`'K�� „„c. n .r.r->.«r-•w,y _ -..� r.,a•aY,.x 5:..y�*f` ".3#� .....+?., .. .;,„. x. '�i�i« ,} ,..,z .� .d.�T:4'Y• {:r., �.•; YYC. .<.... �. ,,.t s�yi `�"�, •r.,�,.,..: « _.k.• .�.....s... ,�!°.:. i.t• .a° �,;.,..:, .,,.+... -,,,, >.C�'rs....,. ,f,. ..,, .., a ..-.w -.. ..*,_.,.. '�[,ter.'.•..: ,...ve ,. -. rA,.. }; 'n ,�?,•`•:'�a*'r.. '`r'k< ''9.:,s*a. .rq,u, s•=`�e:..�.- 'r•x' _#..�p�", ^==•. Sa r a�•-r-'.r^ ;nwr,��, ,� ,�u,...,•,A:�✓. �, i ?� ,i��, +f��`., r'$' �_ :.., .• -.�'+ s` ,.w> _ 4r a r - , •,: rs r 1t "a� > ^• e .n, K ,'C:a „, r'fi'=. « r'. ;s,F•� G•+gA.,r y'Xi,,.. a •« y',o+.-�r S.as y i r*,.,.�,r:. ,✓.. ,.r!.:.., ,er„�y,Y .rn�a<.C''z3 f.- .- ' r ` -'. ♦ .«.. .r. ?�"..... ,^s.. .,.. t"��•�x-�..,.��"'- 1Y. s,a 4... .:wP•�{e.:. - ra;,,a, w� Fyn, �.ti,• 4?' ^4'. *•.'�'" `�.r°'�a�`. ":�:.s. 't Y, atx,.�t '#s%r•w••'"v'� .,� t,,�� �ice'`- r�=, Asa• � - .'Y- -...� ..'4fi�..:.1' , - 'r `- ... ",i.. «.. ' :, •,.; ;.. ..a'F,-rc :ati.r;.. � i•° �i.. ;1`, l.._?.,..� •�'sc: ..':+�` .t�, ... .s'rt. :: a"�"'i$" •• 4^'' »'..S s.*:a6,�a•� .: rr'� ..� irr., ,. ::'�j ,•. .y. ... „ • :�^>:1_: "�. � 1,."�', - F•_ ... ..r.. ,t:., ,a ,r r ,.: ... , ...,. .r-. �.. s � .. .,.�•_r:t.`n.E,ft r x`t.' 'e"" ,��, y'1:;_:.>, `i'#--a ,,.+�i .y y. `. "a.� �Y z.` .' ,...�,w;_.ac.• 7. _rt,rr"`-' .4.. .. .,-aE -tip` ,.'-.t .'r4 w,f. �,.ar,.;•€...:.ya . ,. a,,.- a*tea., i'."=wY .'Gat...'-4."'`"�:�..Z,,;wc>.w.�•r.•�„'"�,pi„snr.R. ,...... .._.. ,. -t - Y J-"' 'r,:._. },,,, .7C• J.f=` +,x „'e#. .Y` '" '" 3 v .^ia �4'... :-et •,. ., .. <..,•. ... r : r .3+ -.l. 'Rr, .,... "tv ., ,*..- ,<ri.'.+•f.., ,d`iu;�l 9tt - -s .r.!r 't, .,t,. ..px "*,,.r.,� .. -1,+P.. _.v.-,,.. "Si � . ..y1... .t. a,+. � ..t,:" r.•_v-;?"y° #`"°: ^r,J t;t?•"'$. 1 ,�.`y:.,'h ...y ��: •'-, �3 ,�. L`s]`s•'A.v... x.r ,�,• .k-�".4t. ��'�.'v'�, g. r„ .+5,•c.,- .r ,¢.3�.,. q .•4�,.:t.".� ,T., -•,, „c_.Y`s.:•,f. :� „-,$ � '.t<;,••L,:._.,,.. �z. '•j''�' .r'+" .. ,#.'%s ;, 'l. . -_.,.=...-..,.,: • s .,,; ,;..�..., t}.... ��,• ,'L ..t.d, ��r»+ ..w�.;' ...v::- "«.�W x-t.� ,uei`."' ":-:..>:.r :Y *s` ,._+y, ^,-...:Ya.. .. -- ..%�•�",. _. Y. •,-,...C. �. _ :...�,:.,x` Y. 7,r:t`'t'�...Z. .. ,., ',`�',v,.�,x _...xxcc.r.}' ,fit.-"9. .r 4� ,r_; t r'4 �1:s.. •,.* � "''�i ..+",.. - _,...�:.<t. ,...�,t}. x�„»y.'i _ ....+�,,, .. .,.[ "; '..,r'...,.'.. �'s .;.:. '.. •,�_ .°,.i- •e x'. a. " .,. , ,..-. , , ,' .R"Z fY6^Y}�-a• s}'..4 •�.,. .:'c ['� ! 'ft✓,`. ,..t.{ ,�"kT` ..gip' a.-' .�'t' ,..,,,.. j.-h". .`i f. '7�YK .�4'34 r•: - :. fi .. w,,y;r wF,. 3r+ .-;.-X � *af?`y�,*i, ,....,...•t..``€ ...1"Zi``f,».. ., t�s -.t s .a,r'.�-•� ,ax,�.�, '�4,:X ,t �Fz rw,,�r. ,�^s ay. .�,•w., +Y e _ .c <}:. t 3' :,,,,*.:t. ..c., ,. 1 c.. "r+, p.� ! ., ,. 3x ,..x. .ti .* • «,. �':. ..•-"{ 1.0.,,� ;rr.,. ' ' *..\. a '„-..•+ s,;,z. v..r c L,,...,.,,, :'- ;,...,, ,r-.,. y. .o. -r-. ,:� .x ,., +z 2�^,^a. ,..r>` :r.:.n..'{�C ,•ee'», e^�,•es yfS 'F.- .t' '� .r.. .,. .. - 'f.•,.^v',.wr, ., .+-'�-.... ;,+c: .• _f'£�'', � %-....F•••,- W+.X{•- 'r„}; '.''. x. *.�` >:- '� trn..a, •r -.,,r �-"�i. ,.• •.._ ,., ,r. ,.< ,,.t.�.> '�.x'. '+ ,: .. ..:,a..... ,,:.,.� r -}e _ ,r. _ ..< ._ .,.-.,v-Y w.. :ix:f-..z./:x='t7,�.'Y:,+c T.,+.,:.w..r•:S `• ..+...•,. €.'c.7r„ ;:'fir ,"Kz*�"`-°�,„'s� �•s'. .d•,_ `"n"rSar n� 3r' •x�hUr-, •r.,� s. Yj . n i a •, >. .ri. ro.• S� r ."p A-" .•,.,, ,.,a' �q y --r� ...'" k.T4_ '2`;fRh •i � ;;.*,,�"i .�"M.... � ih y„-,'"�Y$:Y._<d.. ,a',s1w�..,, ,,�""'"4''`zr'`.r, .t_� 5'�r �,1• •"�,`.c.' ..w �. a<i' '. � ,.m '"'+ " �:. .-, r '-Y.-�•rY'+;t.,- i., ,aim °,•.'�td'. •1.,k:.r..'j4' ",'. �g 'x 2�=,�x ,�• '�+'�"' .rrsM���� h' ti. .� :.y._»t,: ,. ,`#•�".e.. .i:• a`. °:.-"�' �"• '9^�f" y# „--.,,--. .-+f"+.,s! a-.. ,.. _,$.. .�"f, ,.•:,,. ,y .:.. :�?.°`; 1 .}T'�+,��, :S'x ♦e.... �x 'w`�'«k :;;' g�. :�'..- ... ,. �.Y..'_ �?,ag, .''..•, „s . .:: .. p s�:. .,.,,w a ty.sKt°'.,:, , ��r�"^"''"'..,f ,.cGs,�r,:` :��« •..,K,-: ®.�,..-,, ''.x'�;.�.,,� ..,., '+i�� ��"°*,• °'tv > fit, ¢x ,.h* r'. #.< fit, . .rat+3•rs.a, fc- a. '�-r�+ a+,.. "ro ro' ; >.s..�,r� «fie'" ,. r .,:. .«3+3.•!,«.. _ . ., .�`.:o-a�,:} x, � ,,. .,,r,er;�.. . ,; u: ,.� ';;r"''� fi.,r� � z...x_ •.:l,>-' ,.. � '.,,, .`'., ,'k� �'. - - .. :..,.t...rr. .........•. -`-�;'S' .._,.} . ;: < 'ya t'*J°,�'lln•'s.. `s`. ..a". �",,:y.. .� �.v ,.'•�.' xa+g„,..r �;�y r,, -'�-_•, - i., .:.•.; �s'��.''�;�'^+ �-r'�"a..'�2.r_^r{„"�'rr•. ... _� ...�s,:'eeEs^.^r_ ,�.,tt,�i"'re'�.>, ,v.". ..ta. •�:, •• �a.' :r+,� ^� y;._ P. a.'.� `i _ �_'-- �" �='• xM tw,"y+"�,..«'�,_: �f� .��L .•�. •,�. .E':-'tr y�"�fi... +°t;,,«,�'�'." .-: .=.r`'"...s... .+., ,.. , ..s..e.- .,, .. y'�' ..-rd• - - .r�.�. ..., ..,.,',..Rt._G.y, • .. v€.. � .*"«V1x�.« ^-4', <+''�`Y'. •»a5,7k�,?�f..¢, f Pa y,'�3 5 an= rr, , _v-, • � ,. _.,:.}�' i. r. .•`v _ ., r•>f L , :C�S'1 y :k5n -'� .. Via'";°} .-.u -..�,y, „. � .;:++'A � . �:,.r^;,.. '4s,��'.�-... -ss; _:�t,r"r �'-.z-:� � ,.rr... ._�a. # ! ,�` �•►; `�.";,.:". T: ! �a Nx °:�r`, -��4* r ^`�,+ram ,.� - yt}•a .# ..r... -..<�+,-. 'A �<L �. -... ....r ,_.r"sx-�q.�., � s. >...:">...,,.<��1� - �� ;:.`:e-. •.'K �,�.x ,.y.. `�,�* ,r',r,...;.,,. a„'"'a -w�-a,3'^ �-rr,� .+: '' i ': , -s '�-_+,-) ,d"�.ds� a✓?t�` c'+ a.:ta: ,"�• Yry�Ti^ s 5 x -" � ' �,•d "�? �4�'. s�,'.� : r �'+�.a- � ,'. ,w .,k R,.rr a., ,�' k...>�Y.?,r"_.t� -,.. �,.. sa... ,.:�>". z:ti" �, w :r. r«,.• _,.,-, :�'i .. . � .z-; :.`��"+k,;ar"` '�� ,s�-, y>'�,� ;,a..>r'<3''•.••%...•^" -�-..x:.a+°�. ,xtq. ....*.*.,, :.-t'.,�+.'w+�•J, ,n . .r -:r"•• ,ram ...: c.. .¢.. -.::� r �+f t-'•• ,4,,.,:n.+: .,.'4r L-::r-'°... .,d•X. .•. f "K .•« , -�•-:,:7•,'`:. ¢. +es S;: • ;{r*` €r,F'.rr:�.'k" Y" - .:,r. -`1'fr r'�. � ::<c --t£ ;~.:' " ea•�i., ,�;:s, �•" +d a �.. a ,..a. t.`-, (•:-.. •,,.,.- ,.5 .+* .�••,':--9, t.'� ,,g� !,/''a; a i,k � � +F{V. �l f•J ,.'M r: .,. r�y�-I�r •.-_ _. <, ,;. . ,bv ... ,,,,,.,✓.•« ^.hr h..,.:. , <.,: s "X•. 3 d,�$ � ta: ..,*y�i.. �..2�'y..,, +biy.,•F• •��M,. '•A � . ��.� +r:�- �' "•:�p.,,p..y4Y'�, "",s'y .y r- E+V Y�i,,;�. S Y Ya�C, .,•-f ,.-,,.,,i r': ,..fix- :, •_,��v-a,t�-..,.... « --s �, .f .._* ^'..��,r...; .n.�, ,e •-r s fi...�'^'. �,: '+�. r a. ?:: Mom,,.,, �t a -+ti �+L.�e ,,e ;,.. .."�"y s rr .. ,• j+�y.,,-. -, 5,h. .*,c•-<,• :,.. :`,..aj, ,+�`,."+.,,,.+.x 4;.. -;,.a :.':'`^..,. ,,:: -r i.• ",cy¢ - '? -:3:'�.iy.. '�'ue'`=.+l.wu$�i+a�, ...x r�..e. ta., ,. swr �. `5.. .,.+.:, i. +�+.rid�,fi-'r�.£��. d ,. .� ,,, kx- .'•2�.yP.: --C"'- .k. ..�' ux at,*.... „y�'"'''C. 4.`x'°� ,�e. �`r� €:�, u.,`t„i-•,..z,n s.S'„-.�' �4 ��v. +s_, , ,r-', ..c .� ,�°�,.r:�' -° J'." -,":� �$..� .r•x �c.r?:`a�.'rc`, .,. ..5« a�f R=�` ;tt;,'tl- ,.�*'. �", eC'}}TJ "�'+ ,v�`'"-,..t .fix' � -*ti;.,". �'dwX' .,,,'°" ++s +o-.,.,,�....., ._`�{,..t. ,?,y,. ._.., .a-'�! .r#� .k., -"_,w , ,.•:�,�,"tp �•tF;�,- _ ;.x�•Sr L.,s A `�. +� %`":. R-��il' '4~. '\v�a` ";v *. �"G• `r as,. .sR-s'.:' _ ;., a.rt'. <y,. '.� . ...,. ,rr-....., St•'.a.,. "a._,-»,. «''`�.,'.a,. r,: � h.r .�;;'.T,s %''l''-w _ •..,C i?. �^ +,,r. ar ,X »:: ...:..t-+:'-t.. Y�i,� < �` -» ,... ',�ti •-��"5. �"' .Yk,n ;;..k,� "` ,', �*r'a 6 .F,-.. ? -i. t''*'�+^� Sr�e' °s'r-'%�v �,�. .c4is:• .",'.vy ,,•`- , �� sy x�;i`-.. .� ,w.. "A� f::N.^^4"i 1;=e rf'. }F"d.i ,4. .�i � 1''µ.h'� 46�t:i.s.L,� {...Ya`��...A"C$. .L,Y1'. - n a .,.r .�.. _ - ,t a f;< ,� ,r a» 1 1 r<,4„.s t ''`.`ta .s• �:c js �,,� ,,. ,; _. ',�'- f-:.^�, .,.•^-; �.a-E. ', r "5n, �' :�•.,�.k,+:�; �. .-+,?. y ,f -v.7.f„aQaw?`y{ ..�3'B :•t..'r -,r.:,,-L,t �. ��.,rr:`,. .:k�.r; .. , a} �'. r !:'�'+e'+'. t�.� . . �.,r. �.;.,., z _ ;ai: �ze�k•"`r" .w ...fr.�u S_ �•'�xx _i`S. "�--' +';s y --,`.p's':-.`kac, ,.,� �':., `,:. ;.,� r.�:��� ..r4 .•S' s.t".•s q ,� '(° �i.w,* r� ti. a-�"i" ♦ 5:�- x i'. «-�., '.`s ,�'�'.,,- � ,: •..'..a7""'NS. r •r.. w -;.�- .a ;wit '- L.,",,.,'G° � ,�e= �r„� "�T `g••y4 '_ •.,, .^?": .,.* ""< .ti - :-°'• rw .'`.f- " ' .¢,x,�,.'i`- 4 .�, .'. '.->.• t ri': -�",. r, ,�. , ;rc.'kc• r. .. .. .�#^t' - :,�,�.�"-- ,. `yx..Y,,,. ', .�^..��i� ti � ..-,. +.,g.. >"}-,rp`,,""..:.s., 'a`°. r zz'f��•.;�•.,�"t,.�`',,W;:t' ''wa '�•'-+ ,.Tr. ,�.rrxxY . «�. 'wx.. �a `i ... .,.- +..w�,r w,,f+.;l.. : ,y�g.: � :,.z w.g^, ... ;..�Y iw -,�'.**- n..J''r.k°, '4 '-a?•>>.,, ;ems..,, 1,v --3ya�. t.�t""�"�[" r=.,,a"'w.'.� <,�t'a?r��, '_';yr' .. .' .. .,•"eP.... ,,. :,. ..•.: ,�«'.;; .:.- t .W:..c y � �4.`` ..,...zrc. ;,+�1 �'x/�,•'.g5!,:'7c« �,:.�.- « '.,�:..., •4 ,.. =, a`.Y,_, ,5,,.. �r.;t..==+'' 'yy�. W� ' ',,I"f0'' ..A-:..' d"" .w`�j_.4•i . .erc- ,.t' .*u: ,�. r ,.e.. 'aMi k'. . ,, «p. V»y,a .';`SY .A.�^. 4: '",.tti L''"'s�:` r-Ae.•lr,f. "'r'1C'.. .. ,..,y,R ,7+.,.r.,::,,. t ,.3 t '�•,.�. r•. _'- :4; ,,. .J , ... .x '4�' ,rg,,.,_v >Ra at,,.'�,Ak-° `k.'7• --r,•• - ,'��;^.'?:5.4�`Y.,'�i�,;;�. + s.'.r.,%+•.y,} � ,�, , •cb ♦ �, ,�„ 'a.. J .}fig. .~f«• �q,-� � .,.� R.e rtri ../:x .r-•°'.d'�°'^t";.v �`°� '�•, '+ ..'.wi°��...,' �+ ` .,•�*� ,', a- ;�``"F' .�: rh. .rr5-?'j;r... •''s'°�-.,.,,,':m�x,a-,9".. �' 1 ',�`S.-x z --r. M ,»..�3` , x s"s;.: . K M- " " rt.�=-�-,..' ,i,. � a .,r. "'�"; � ty�,.��a ..i'x• a.he.,:, .+'�. - t '. : •'.'s:: • r,t :`u,`,..:J,', ..d F,''." .y u- 9* '+' -• "`'w .,aC., `T• .,.xr,. .�' �::'o,s.r :;,md +Y- .;,6r'. s' l ,� :'�d•,'ni f.`e•._ � ,�, i"`ae_ •,'Si,. •N., +.w`•�..♦.:• , -'�, al..• �.<'!, -»,v•r+r.r #a{ - ,,.'.R • ,. ". * A,,vY': .r g �v 'A • a, ♦'aY' t'/'�� �6-.. '�.. .,• , 4, : ,� r f�rt` } "'P ;,iF�.. .fin N `?'.`s,�F .A'X*"�q. ee:ti-,. �i.1 � �� `��:r^ .yam• '}-Sf +�t"h�q:'•'.: r ° - �� >''�".-'•� .o.;: <�r ..�"r.• �- t -.,. - 4 ,4 -�Y'`'"'�.•Fw "�z=,," 'f"t." ,.y3 ¢. ,tA.'. ,.,.....,:fit "'•°r�.,_, _,+; r - , ,,,, S- '� ,SC... 'k• +� S"..y .k.". e w`'t r �•,�,.�E' ,y ,„,, yr` .r , �•t'K; <° '*.�?�T �o ;4-,,x.,a. �a' T .. . ,-.+-�°"•-.... <+"3">.;t ,�-may,'„ .-''.<:, « .- :, " y;. .'. ?;� z.. s "t 2%:ync*.'',°'a.pvr,•t F`.+4 "'"`j�`. �S'.4'u •l., ;`� a +y,r t."..;,. it .t,,�y ✓`".:. 4 +r'f .. .: ,` nr' � � P� "�r+r-. - +r= s y�Mx u- ee :�r•ss�Fx -'. �a'x � '�a"<w`:y, * s. -y. z Lt , r q. 3r. ,..... ,,,v v. r s" r .' �'"�- ,.: >a. ,r�''6 `ar,:r vim.-. ".r. r; ,aP � e'."..,.�. i r:�":04 'C ••f �h„ ay„1. > 'F'r'. >x ,`.,r"�'$r`." .. _.. Y _. ....:: .. .z,.. 'fe.., •,. ,. ,¢�,. c• :. �f ,« ...�'.. cw., .t", y� ,�� :s:�•�,t••...::».+.^«.Iw, �aai,�i, *�? ;.3. �.. t...y��... �;.r• ;:.. .. .A , - -' -��-�,- .tee, '5-.. ,y}$. �n,k�'..,r+t,�,. ., ,:,,eh ,.` �,` mod; ra: ,°4 ,�{",d' . `z•* r sb%'n;g...,.• _ ,...rr+a'. ,. .,;., : J,M.NfC?�' w „ <.� :,_..� i ,;�..,,. agr.; x'�`�� r ��' fi., R '33.:.,?�'r,',: •y$. �••}?`wz .dw:?'�� sf!Y, ti �*L ^.�. . ::.,!'�'^:.s.�f+•..- :': , ..R'�•w- .� NL'-'t, .y. -'..,- '�-- -Cx ,,... .�, .t.,:..t+' . -.: :.:k? ti fir_1'„*P .'G�Sf u..au s� �sy,�+, a.�*....�..�,r,"".�*.nw- i` ••,ti':_• �,°.fi'TA?.^ ys. .9.�_ J ._.o. _. . ,fF.� . ? .<, ,;E•'b" . :, r: „hLakPlr•� fyt �'�, � '�'.r_ '`*w.= , ,«,v..- y.,s .r.,C.,„A a i '�*..:c. z�+�".:*aA+�. .�,,.•s - ,•y.; C=.. :f ,ej t x, ^°'rA ": i. w .,F . r. ..:* rw �.,� ;?i',t, `1 � �., .:x.+4'ah^;;�..1� 'a`,"',>�4:•a +�♦ '-Y ,.��.e `r--, ^X,'�`" ^, `, _ 'S' ,'�: t'w. , ,r� , W.,'.,,;4 �," �,� �,, � �� � x �.�.� r tS;'' °'�*` ,^ "� `x'=`ate,::>:',*aty r•,x i ,`;�a «.. '..^',.� x,g;"<. r.-+„ , r ,«, ••* y'��,�y�• �,+�af �5« si rt.: * ,-+*ayt me�'f� ak'ti'.x . < L. M':: *..r` ;`F ... .. 'S'.dF` .>„�.� - ,y k' �` a -,xr . n . ea'* n>. ,$ _!"'°'"`' :k •yRa+''�'.,.. r�'} ✓,94' ;.rt'�1., �K ,t;,`:+.W r'i"<� r i•Yk'r?� *,arS I i,»"�i;''. .J! ..., ,z �y x,_ .,.1»..�- �.r „rt Y,t:... � , •,. ap ,�»:s +'t!' r,^ y�», r ,5 �a, u., '' ,�'., 'icy y?. .a"« °�' _.:° a e -I,,,�,fW.� c `vk,` r 1,,:�. '� r � 1- 'y" qt°'4'� �!-y,! ,�' al« '• `i"a. `SwWr r±` � ,L „a+-, ,8,, s. Asa �...e:<:�..• •<ti, ,�, � - ..k ; _.,,;fir: +�!�• ; r .� *.:..�w�.,�„£, »fir.,,t�'3" Yr,w- „ :q,. *yam, � �����.� ..,�., � ,,J+ ,.. � r � � � a6�rr•�. �^�{ -.,�.o r,,,+�r f. k �•..+,� ' Q4 yt. �!'b� w;� 7„,�„ -•.+�, F tQd"C, s a ^ r a,?7.€£ .i•' m•.,, d!`� :.+, r.::.!.°`.` f�' ,� r'S' N�a^:r1Ka as �-_tip 4'. *''�t"''�� R.y^,tw. �t^<4 f°q� is.: a° .`'w4'r�P 1T5`«�+.4„.,• 7� �w,,F, . w "« < - .. x .r r, .�•.a: :. �:r . .Stir�' r y:..�S., 4+` .T. � .� �"I t : V t'� w h�: Ar� '� r+.,-:al`L.... ,., y� � i w' t.:�,c r'µ''t•+ �.','u .Ytr;u`,+�� ,''fi' d���"'_ ��w ^`s „�,T��, s i x' + •b. 5 f < s ^" ,, ,r!x' i � �a+ r - �� ♦ � vr" ,�a q"f. � �.,1 «"�x �r�+A'_. � r �' ,C,'�' c 'x*�..y«eMF'{r x� �*. r, x. fi: cy, .. r $' �,:�° fir ' � g ... i. • ., +:aa why�� ��'i,'`+h�t.��.a 1"+'t..c1. 1 � '�..'wA''!.. ,+W;e vt.:5,.w• _;+«y._:;± ,..r:.t,� ..r#i'.:...-.. a+ ....2��.�,',:.� ,. .*'• �'! +,.. :...,°;fa4n .�"�. xartal •, A, _ � a r ,,. ,�,,._< �, :..,,+,•- R:. „ 7.. t E# s. st-" y X. s; y. '�<.[ �.. :�-� r.n:"�. /' ;e+ •>,6• �, .lei. �^'`„�,t'J a"� vrV.,e`f+` +� ¢ -�"so> ,p.^''3:.«#.. �. . .� ''tg .. �.,,t.y•ti l..t'�. �, ,. ,r{�:. ,-kp 4.c, .•`*t; r+s`,e ,.kY,t°�r. ,,o"� � ft .� � ��s '{r. ar".,tt,+ �:+'.v�r r� -�: ! ..tr ,•._�. � .Y,. a A8 - .t : . t'1P' s, ,..,.r."y .:�%'*�' dl..rr :. ,.,. y.. �'s} r sr.f. .a yp•.a 1,k .EC' r r ti+''.�' 4n a t " +'t,. :.a ti!n,.. .<..i. :sc�.y4.. a' -; C,! #. • h arT ..`....wt:F .K, ..!, * y, ;:w : .v d d,d;.- 3 r s. of t' ,.� P • 'G >.•:. ' .> �`. ',,. :.,.. .•_. � .rd ��`�� 4yC•a:••4, ,.. -� -.«. . r �rymaY°r„3.,F°.�.-•��., a, .. ,r - •-w-, -��d ' ,1'r. ,,�,ae.,..,. ss I`I' ii ♦.,r, `� _ 6 , ,+ �.. <5$� rssY, .:'�:5'�. , .«- „a. �,. �+ w,. .' ..,.. '�!, i. � F�>�,,�#/ '+. ,�ri,. �...+t` ♦�, :.+ 'ke,.. � '.A,f ..'4 r- �' 'v' P ' t � .,.., . .;y�.a `t „�p a.�• t::,.,:. r ,q`s^aE + .r �.5. a * �i., ,+•{-a.... tcl.�p�er.. �n,, ,.. ,...xyr ,. �.:r�t`,r�. -,,ib'.�, '�` `Lr�r'.s« s. •..w r' „'s yy# ... k, i«2.:R a n.t:a :a.`,Sm+k *, i -.G E.r"iy. ".' .,, y,�, ,. .4•. f ,4 ,. ,n ..\a 3q f:'✓ j" + �:� # jj � . ..-y. :,, a. ,. .tm. �. ..- '� ..-,:. �t}t^ vim. r�-`.,tyi i a..:c,►..t,' +.•�'��' � . Wit. s " - 7'.'�tz3-*'. ��. �yc,,. �; rr`7s. ,s?P'.a�,-.'. *r �rp,�, off.° 'ia. e, ♦..."i' i �, aril y. iX.. .ar - '•" ..-G.dm y6,•M_R•.. .." �a��•y !(�{li. �..j}�� �1,,��.I�-[.. t� � '4__, � jSf_ A,�"1 "8",'� }�f� -,. � ,.., r� .,..W-Y§..'.6:: } .` fi'�"r..Ix,a'ys."„r. . ..,"Jl v,G x`°"L. „�• dl+i#i.�y 4x+5'!',i.. �; l;!/._%w- :� �iva�.' '�+Lt�,:: .6 �... ;" `{a. a '�. �,�., 2 •,� .•°,Ev' , ? ez X rr?t x°wA• . � u.,$i. a%� y., ..�.F .4,$., « ya.#G ' �t. .� .. ..., gci:.gj "':: • ♦ i � `� L..,, �,.r g / «. ,r ,,rr��3, ,' ,„: . tf.,. �.« .- ,r -. .,,$,,+fit '�u•�. �...4� M[ �Y*•'..'" vh�. „���:L f.Y. .rq' 4.'E�..,r ���d: s,..; ,"�-..' s:.+, ��tsrfi� `.P'.�,4y, tdr ��, � „a .A� " �.' •tmt. ,t:{�`t.•.s,�*« ,H�# .. ��..d ;'?,- * :. ,.. <`�.. !Gs 'r'_w f 'Y+�'�s � , .. T..,r'• •(•E ��: ✓Pt.•- ..'sue, .,.�_c.. � ,r ..:a .,�,, ., rt t _. ,_. 'rr. « � „_'� .�'�• ;,,•V •t "a.« 1•+"¢ �1 d,�': �. ., ,, r\u"t°�i" ,- ��a• i �y..,� s .. ., : � q. -,•,��GG - ,D�s.r.t'� ...�y. ::;: A a. .1. �' a.'.✓,r••-�.. ..:. ..,�.�.;� .� ., � _Y9 t ie" �5 t: 'p. • q a. t„ v .r ta... r "t* y,. ,.. .... - w xo-- .i,. _- .r. .f .„ ,k'�; ?" tr ,a' 3• !.�. -.• ,r .+_. =sr :r. �,. a. L <, 3'..!'� -r `+°'t#t++,�` 1 :� ♦. w, W*., �„14.+ r.:,,. af, • ��w .t{`� .+`.,.s'j,•.t3•• .a.•:^-n`S "�t� ¢�-•L .�11 .17 =cb beer.•,.. � . •},y4; , ,.v. ..;:tu. `:�- ��--", .ram. , ,#., +a ^ e .-. a y , .,.,�... �F P:'�' �•fi"t:n a5� `«t' 1�? .: }.y„ ".._ ' r+tA •r4�. ,.,•s _ .�La. ...� sr` s;• y:{;.-.. +tl: r„�,,-.. .:.y1=.,�'. a...., s. a.. '�"'a"f ;a.c'u',4 >.L., a;°�' �..•s '�f 1r' a��,� ;.,.,sP", .�`. + yr:'.;. x� -, ,>,., . •�fi .r. + si"4:. sc,.. ca.Z,'.. t " �ir .r: .rq.F:",«a ��.:s', ' �,�»iy... 1° d .tt� `•,, t._, ,,,i& ...,. k;;i;�C``t" -k ah '`` :roeBr}.. ..s >$C a_y7_ b r��'.. ,. 'u , ., C ,..C..,T d�.r.•, .» i"Y-, `h !r'*.±::5. `YJ '.:� ,:,- ...... e, i'•i�, ��' :+' ei�r ^ a. .,a,�r. ..� m,t'.qF"'r-.t.t .Y * . : .- *�• 7• v, a ,.,.....r'�'4 K,,,:«.! .,i' _ *r{. .,. .Ati. ,.. • ,, rJfr",, :, �a_,A ,#q.,. ,a,t.. ,;.¢fi?'���p,.'}mow.w`4."i.y€:� :r+�'Jk.L'."• r:�"rtj";,d% " .+t 1 -'+ "'""�; rd w"'epyar�9" . eS, x •", r..'< .4w'.,r-,'.[({^y'p.,, u! .y.. .<?�»"..• .. , ,Y, '� •,,;.r,•j�` ;..ae Y::,.r.d�^ �r,r�r'Ss.,t. r. •«.. S. ."4'm'.;. b w Y w.-?W' s.., :•�<` � d'�. ., •< ,.'C D, - � a, - 1: ',A6 -^.Y.. ., .R4 :' •.M•t Y-.t.. :,,.}t f' {'1. L • ra"` .•L, ,�""f� :. , +«..,.:. `,•2: �..,{^y ,; t. �; a '�su r: {g ,: z. �r..n•.r4 ,. .. ..'F.,.... rt i,,:. a.,^,i:'. -.r ,,e. t as �•�.�tnR.r* i-..q . rs/::: r�. 'qr_ j" _ !e=:' tm- ..�,},. ,,. „�, ."di 4.. � 4~ti t'h,`6 r„h ia....s.. .,. :rtt., •. s� ��•^. �3 r%,F,M1= .,• .xC :P'" uTd 9'Y",*w+Cc.p ,€a d... ,!»t'r..v'.a '� # 3i ++ '*.Y,:.�<, ,i,r. « � :.: ,'7 y .� �.»:.r. ► .. .-• .. .,. a'Cro. .,,,i r.r. .. r , +r..,r .� ;r4• ,:t, `v°a'�. ay„�, w. i."«s1;� _y,.,... .\.r' #`�"�,:.Rm r*•i ,.i•x .. < `;`F r+,,jjp� .r ,�- �.. '¢,`•+r...� a. +-'k .r.-if_x,,. :..y.•scs5 .€,:' -„t., �- „I =Y� 'is..F ��.4P CT, "�:'�', 3i�.w -' h. :.: __ .M;>. . •,Y_ ., a. y.,G r... •- :#.:,y .,. .. «yf„, • r..,: 'r,',A. >. :r: •c:•�. Gml r. .e ,,�f s >r.,r^ � ,ys�rl' a.. ,:, ..,. •t 'f° � .:. !• •t,.,.�1' d• , A .;�.. ,, .a.,-'a". -v....aF.- ry,{• ti. w->,.,,. .-d`x:t".•`�+T r`�'$Y".. '''y J r "'ts�`-aS..+^ � �i"�1�.�s ....+"r•i•+ '.w .r�r A ,.. ,; �' V «•..T: . ,. ,..-. u. �'„;..'". �.:.-.,;`�..,. .;, ell W,._... b .'A.{. � aK. c`• �,. ,.�... ^7,,:,t, + w t,q:h,... tg . .,tr �- "�,' .•«.. ,s:! ,,,,�r<., 'J('h. t�"a, .: •. .xs f �..tt • ;� t� r rF ,!'W ,,....,1^'�;. „ .. TS ,.S'+ v.r G``!r -Jr.. .� ..r "%.4.# wr" ¢ ;,.,�.3' •,�t::'�.e ,,. �, s >.Ttf•, ,' s,k?�^ _.'rvt; ,^.s. ,•,e .. :4s:*y #. S. ,5`..r";•,$'S. •.. ..s}?•�,r'r' .., > r+ Y. ry ..t #. r�t'7 t#'t. ah» + ,, .'-'-•'.{1'. ... 4 � ''e r, ..,, ,:� -.., a• ,,rtt, x'$, dt"'� <��`-` "`�F " Rdri ice' , ..+ .. ' ...E. 'F* , ' �. g.-,,. �'` ;,K`r,c;..w.w„''. 'j• 1`:", ;,re 3 ,,��••ar;;?' + '=.R dd `e, _ ,d*,• ". �, ,?"`H, }.s:-A.g h=,«. ♦c1*'Gr-#,.,,,: SGF4 �.F:,v :.t"• v"„.s. ,fi q " `'*.- k:'.3.+; :..+.-^. k i � ^ke •.G' `ti -"i".�� r'� `.',�.•w.r �d!',r:sLr-� a:..a- ,$... ,ah t ,.-... 7r d ,,.„\; .. "'' G _-, :'4F;«• .4.,. k.-,�' :..�,.i,a;. d4.�cl» ,`a�"d s, ,�. ,"'4 ".s.�k' S is � ��:.,;.;.t c '1 ,*' �' " '.), :- �N \� ,......,c. E.. •': .w1rr.. _�" J„fr =•... . :..{ -�,.�..,.•:. •"-. ,y.. .sir:` - °b':�. .i..,p' a _,7vt. �'o-� ,a ,7-F..s °`- � is:f�'-m'i... ;_ .., 4,ax., ''F .''_:`' 9. "rr .�}t _P: t .: ;.1. =,r .t,. i'' •v"'' +. - �.*.<."i" •�-r.. .h.. - #a •�� . ^�•`d��",.. :� .>- .a• " ,7 � ,. '. } . ,., ,sr.. `x"c• -"�'' +N,r 4t 2'�ki*Gr^ < �:'y T, ... A.,q - ...,. a¢�x ..,..; ,.,..,_ q ,.,4tf.str. ,...:.. :�. ;w �" m'+'�+r;':` .a+. c,►,�""', �'S` ;. :.. •eF . .�ai.7° .,<., >'.'a`ffi.'- t,t., Y�+»'t�.+�y.,�.. ,e.. - - �. ,, ,,i �, r �y' a+� ,< T, .ry,.:�,. ..� .., r Gar. •.'" _��" y,_< ';3t +'�> .a to+'s � #, � �' , . . k, y ,.. ..« .._• ;r-,.,d.:,t.✓ .,m a ,. ;•�. ..a :i':s:rye• �.:.„d.` 'Am.•' J"�•::.e.. ..1 �+ ,c�`',.t �t� r•+IE 'F,. r'a`v,� .C�"X'::e �'.. J sY...l...�• )r;t"' eel` a. u. ., "�.¢. ag x. 7,. .,¢.., :t ..fa 4'.x..,-.h • ,4 N#,, t. .r 5t i ,`�" ?tiL.g "'t.,z �!-j", t•i.,Fk.. -x-,.+. C �- __, J': 'ice .`•'., ..:. L;t+.; •r. .eT s°. '- ,.1- r1yytt••n 'Rf 1 �r'.i- S� L. �S .•r. a '� �✓ '«�. myySSiFl xr . -. °)! ..,... _ s; i :r•�. -.:.°•d 24,.y `EI, .C. k '.°'tr`, .r i',4•. 'e.'ti4,;. �,•s:,, , zs .. >' �' ���C� `•'. 4.J' r., w.< , .r � �. �C .q ..r.; ;: +`«ew 'r.• '�� �.. •.. �:, t":: d . .', • ,,= �r '.•"*," a.{&;`: �i. --°,'t.' 4-. �.. '=�; �G�"w. "cs.-.� �e 'eta.+'' .q? ..... ,.. ... ,. ,t•,z y., J. ,. , ,K,. ,!, r.. xr. : a .: �`x. �a.•r"n� ^m• .�� t►+m�a ',,:'r" :�. ,."•«t". �� ,.i, - .z S. .'�'!r.c:E':ep c ...w j3 .: :•' �'j'��,��x^^' „•:Las..�.+'�`�t t ',`� • "'r•r ,;-u, ;" .a ,,TM + -`. x- *';1 .:, y' .. .+c„,-'� , .'+,.- .y....„,t,;*... ..::.. irw• .., � . k.r f<. +`°.+..C•'•�'.r rta� ra.�y{� �.1 •'4$.' � �;."..�$�� ...fir m ;, ../. ., ,. Y`::.... .w +a _ r.•.. ..., b ., :5:, '.`.F.,_ :)Y d•:,�', sav` �,At.'4e� ^,,t2"...[}'^F :P... ,.., J -:,. � ,w: .. -..a�F. ,.. r .. F,, _ _..4_ rt..,.sa,,... :., t, •, e. .fi`-1i.7 r.;'+ � s�sai5 Z...r x,-.r�:. r�.'^, �,< +Sua. ,. _ .. � ,,,p-. ,�w"., n' 4 ,ai:'€ �� "•�m'�'$ !.;•{T> :'sy�.'_.hr �� ':r ':,., •h�t."• °�`pr. _f":"6 J �,r fixni;. k' « ..,^"� t ... ,.. F ,� r<fi�i r ...fv r°., ,-- „t,-R�d'.'P.c.. ``��•5»� _\-a ;",r-. �'�d .J kd,-' ib�'ic'i4 ,+.G- c....q. ,,i,, }I. .ah.ly�5. :�e a ,# q` a..'a � +' .. ,..' '$..,.• _ .: ...,..�a.`r .Y �. .,. _..,, e. q s,'/� j r,r>"?t•• ri k.:u 'A �'` .C1 �•':". ,�,aY'*' '.,y.++,�r ,'�µ�+ ,�,M. ' :a•.;,., riN-. r. .r .. ,!. . 'fit' �`•. et _ .. .,. r r. - t n.,�:m. - '1 `.,ie ', -y't.,k. :"' .'-�",... ra°..'.'a..,`� ..�f,ir._rii_,.. -r:C 4£+9 e,'d, i ;,::- - _ .v; t", �"' ^.:4!,�q y f� "a :F7...^Ya '�••ros. �. *`:y1Q'' S W'';"•;Y. -F'.r 'W�,1} •..$,/v^ .{d .•drti,;+ _... _ �,J.. 1-... 4... .- ti..L,.,. !iK.: r:'..."^>w.:,. ...:•*:sr ,a. .1„ .�, yt4:- w,i, '`ry.��i`2�� ,s,.a ht"•!,w r .� �..�r" - . .. sty .str .,rt,�3. a �i� -..',•.,: t. ::i'�'r;.. y. � t ,'r•«r. ,, _.P d., ri, �s J g.« ,., zt" ,l. , .=°«. ,;� ha+'' •�:. ✓. �-. .- � �M:;.-r•.:• J ,i ..: e�>, t ':sY%S'tr. ':l.» ,k, :ir ;; i ^. .mow. ,.i ?� �+" f• .ram»' <'"s+.r'"" � .. ^- .:.d;,,us, K, ,.ri +T. ,+} „t xa,;..�+A. .. 3 t•k , :y.��y -„q x '� g� la^. `1:+�*m��� .,"� � «.:�„�.�.+.'¢'ti.+"a e,$'bF�, •+�#,'• : .'! 4 " :r 4a`¢` :r"Yr,r.J" �l ,. 5,.:. {k: Zfl , ,t �q, .l ' :•k nJ`r J%+�^'�',� V..'-'�"/�, ... .. ^", .:ea,,.:.. "- •d r±..,�44.{ ��Z ( svt. .�tii • r'.�°.e'M� �'.. �4 y "nf bd n.�i`�•!� }'•5. ��,��•G�..;MI�•''Y v,"Arx .+,y�' i h T •� � � '[ > -� � m' � i. ... �" r �"x ,,,,,,t � r3r r� y P '"ro �m rr `t,"? +`..� !P .. .. ,::; 7j, - 'ft1�`,�.,.i?i.. .�.� r t -`� ` �`.,,d* -: .qrz" ...: ,• .1r .. •i� vr.o••1 ,,y. K�. t. - .«.i y9 `',Y`,'x'°, _3'' :'rr`�"' i •'? .. ,ro:.,. „ .1.,r..s- -�°�. �'.`": 6: ,b• ,, .'•`e -.: � .,. _..: .✓`• ,^., « +.< a.. .�°'�-:. ,t... "it' f�'t- .''S" '4r. ... 'zA q.s ,,. :. o .m:S. .,: �,�. _, s�"_.,?',�•s .,rKK. :.° 9,, � ,vyr (�(' a;4 rap }:.trx ""`•� f� a...�..,y.i 4r4ii4 't .t.% =�.,.,,r y., ,�.'•,�, � e .c:Y- 'V`.ya,. +r. ,F. :�• .s� ms S� :Ga pt,. ,. R'rti S >::t_sa, i s'{= :>.^'d:"' -,'* ayt� '�.t�::•,,.s `"qg gy .-,."..,'+�W '�, tZ ' t .:s„r,+ s,." n, .: "-; ". d.''. �. �.� :.-...'�' � y''a, � 1 .�,�;�ri'.y`�1t ,�4��,•�t.. `.�..�,. -s,..,rx?„,t a;t;c y. Cw: r w a•"•r,t< »i�a'a'.. .SY+.. .; , ,r.. • w: a„. -9« . "{ ,� q.• ,� <{�a -•,d. "'Ir 1 $', Ly .a„��A`"\ y, V�'Y�"G +tat..",y�#• d C,fi t �" ., a pi,�� . ...x, :, .. . ,', it :a• .\. •S�' '�, '� :��r,y'r .tOa A y •'`.,�y`Pa.".. �."X.- td Jd-., •L A? iiey9.[ a w`a°rGs +er:+ ° t:,LY!'�, +,,� 7,'r•K r 54. 1, i. ' v �`s•{ �' 4 'm -s:`r t ! *m' r r a, a r fir• qq k �,.° ., �i .+yG ff � �, 4 �"' *'�,.,, .� "3 � '4+t"� ;';;� `=r•"`:; Er.<.•$`.'G:r'��, �•�l'��rc�.. ?��+b i�; .•`�' •'''�, �w'+�;:> �:�, "'Gy, 4h. L.• „t•: i, '4��'!�. y�yi..>�t �.�,,�... ,f ���MF{a. Yw r< p�. •r 1s 5•.�.�., tl ..,+< =t �- yNC' �1:, a ya j� - ., � -r y. _.' - -4�.�� a ,4�_` •t •�,p ,r,..'G},Sd `ti,;.q�7�•aC�';)f, rs�.. {'�.,�d��,}�_•� k�aj't � �"'� �. r lwr ry :. :"n, " •,;; >ar .y'. m4Z!x �ar` •(}ii.; .i"•3 +�,3 - �r a t�r�v,`'?v'j t�� f< Y� � •�. a r'=t #. •'r. �r• � `^�; q ^. ',i r,t •f j �� i �s "4 "' �u. , a = �, '`¢a3 s^ . u x �r.� 3r.- "c� r 5... t, ''F�. � s..� �•F�tyA�,�r'+v.< ,'.�r A �� •j� Y 1>r^t x�y , l,T t >` �S P q,'' � E,a 'c; /\,� "sa1� t,7, tom..,a. '` r < 1•• tse '+a ry e : r , ';:"'"'..�,.. ��.^�• r �',�A } ",�i Wyf '. " e• '"` ' - �, '4. J `�s �`a j�' •'f �4 a:�r+p�id'e�3�^.: t4 : r^a+" � y;�4 sa,..`.,«� �.. s F +, �.. ,:...t` �.,sf.. :t L ,�.. :« `�.�. ;\�r' � ^!��` ��'4• �,. r� { �T at��; { Yr�`. r ,� ,«� .y. ,. � r �• Gixx«_ d, '.n^� <'wt '.:�, �"' •.�<: r k�,'4r �y �r�5�`�r•i !r,`.3'r ��'4,•uc ��x{,".;'�xZ�4' r "( .� ;°�`„iE:,' ty` �• •.w"z '.b�u5 .7.`,.�`�„ "• t t ,tt r •3�+°? .� me T>^r \ Mr. '[ .,. -pC•' : S'rl _,v s IN 4. ",� � .`t �:,'�t� �".6^ .� � �jt p. i .. ri'�is �:_ r ��s��r,J• t: ,��. :�i`r, t�'"� -,c; i =: + y •t:. .^ ,c.•� a + � .�� e�hr�,+�- ,���: + r �..t r.F;� i ty�c R'F 7,<��i+ t Tt�� - ��.�«'' ? :�♦ ^. �j�r�,,.r x t t�f"X: €" .. '.a ,«�, C.'' _�,t; Ft yR�L;.e tr"�aA•t Yy di gY , S. � ar ,F .� t ;r• ,, e`h.. ,,4 9 rk.+� yStl' , { ,tx Y^+ ,g .. '} � }:". ! •,,, -swd` •rd h: � irr-1 r .i�� t:' •�� ,. §;\aa'^ � .: ^,,t,, .•'�g a " , 'h' , {...F• s!1 `Y*p, 4.cy + s ;_dH 'fia.°t Sr« ..t't4; ..`i�r' T• ia . n„a J2 t_-f l� •�. �y�.mm. y - h e.,., .,�. t:T }1 +s r 'E � si,�:'+��.L4`^..� Ev.. eC`:. t`�''+'°,r.G a�� .f� as','-�j' *,_•�. :r�'�,,:,. "' t � f i s C�7 �i. t�, h Dn.' 't' nSTts #,._ ,`�?t`r'".. .�• . ,�„ r_.s ., *�Y ;-rr .�r ti ;-;.�.'. i dam, � �t ,« rr� �.`` - � 3 :��-„}�"��'`' =•st`i''� � ��,_.- „,- y'- ,.is Fewi r..'aaa..,-e-r ,;"''J .: ^1,r , .�... -,�,4M'Lt effi L,.� �+'g�4�^l �,tr,� rt'4� *�.�m ti ��\t.�•� �Y1 T ram. •.,�� ,,,#r'Fw, ryat` syi .j s<a» ;r •i Jb•�c'� ,jf� [+' ' a k, t y�'.4��. 4.r AP;F �• '+. • ".�'6-`C' t >'�?`.w.` .+• $+'r r * :. Fl$.• w.� •t y �- at �1;`: 4* sa dr <: e a ♦ a.:„� t�1`*t .°� "' .a.'r.,F' n w_'`'. ya r:,-C 't� �'t�,,,:sati �F .. 4,'s < � �:r "' P & F,,.:2:1,.', :'=^'-,i-, :.i.,-� ''t t"�;g• .f" # � *< ,+A •�s t+kt '! � .,�, 1 #ti�a 's"�' ,04' 'r_.i w xa:t'-i' _ �� �,,"'' a � ##.'� Y=. r`'`S *•,,, ?s :••fs�,i�� 'r: v ,. �;,;„� 'i�rF.� tt `,�yt,�:: µ ++.; i'tr`> "k `/ 4X'Ao :< h€.. Ma„sw S iffy a: �, s "` - ~a r'Yr Y4:4,'2--t� 1 st 'f5w+Yt aP....' C '/w_.':-L �•i':�`. rR�(`; y "�,1., `�' e_J4"�An.� S• a, >., ,.�.`�a•:Y.,, �..` 1�' ,4 .V::: •TYG.� ���^ .1-ei'�1,.c;�'�'�6 rr$s`� - "��:g+"•e. ,s' •'`�i{ .f •,q .'^�SY�J�:.t+s� .r:�r N��vT yz< •=s, •;,t �� ,^� ,t,\� .ei,'6,•� � ahr-.� •a, a i,ew•`:4✓-$ h i,T��M I-s"Ti,' :e r{y r�..r;�y,� ;t Yia''4 I .1,.{'�< , _7'+lf.•`�j � ; '- `t�` i ,aV 4.i• { NS .•Ga.- � ':. ,2"J1`atq , t + 9 °{ «,.i� , )''"mF,k,"' �s �:`ki.',r' .r_t�• � °t� +{..' '-: '< ?tt-,s• �I. r ..� §.m.:_ `r•��Yrr.#, }r.v�'." � � "'ar,`•` . 't_,, �ir ,y:k•:§� �y'•,.s�� -<w.�fg Qrsc',-7.." rm .•`. ".ry;3r it,F¢.' °,rw,a ,b,+^ :-rry`s`,;>.1 dy'�j_ �i y r r{ Md" .."G ir.�4�` "+ ` r 'r�'r'Fx S rr ), r L +aG r�.. •� ..,-3�+; �y.� a,,.''a�k ,a,�..,.4,i i.,,r<'^�;rl^••�ry d �� o x. � o. k,ti;kyr 1 d,;,, -,?"�.Fkl; �,r.l`-..L,;, `j''o�Fa1 �jt;. r E,�..` t `i r> a rt.X r +�4 rr�� .,a �_t^ z�Sr r» t �• ,a�q��i ry? S 4 �7 st ;` t�iP�;g� �; ?�M�'3ry'F'r'r F 1` .¢, �r "v�3-..> 4 �G"5r�• �7;"�.Ct i', •ktf '•y .d � � i{�a�14�}�r GY4 �.•+,�:-�r•iL +r.7vt 'G`.i. ��rt j-fM,.F i�''I:�' �T•t �'t� ,r..fit,. !�":s �, :� .•� m9c t.ti,7 `�Y -.�, !, ;K$t' •?rt�^� w 4yy �. > r '"'�.t�'.� 'C,G;'. as•, r. *c-*1 �;t .{r' i ��9"* 'R .r�:�,�v �. a 7r+'f.(''<.'+ C-3,�• .:t>' ,,.t"r' -: w•Y,.•ww��.. k «, '�g 's•_ '1 fFr ✓,.? •ra 'r� it ',� v4.�,`, ,:.yit•C �"'._...,� ^• ,E` v.F q,� tF',, e° i - r i,�;- �: vr'g, ... k.. ;".:p!# ..w '9 . .., :, , ;, i 1 a. >, ,. ,}r";R a k;;C 41 �•T>4t a� 4; zf^'�t.._ .? t:+, 1:i�'� 4 `t,,' s J ±e.t'- +'t.. ikT e' -K' ..y' K�».. .,S✓�. � a v°Y,;'+ t ,i?'., �,d,1; .4 r, t V Yr.• ,'.xt Ali• w1 r ? S.iirr :t:,#h .!�•"•+`, m '.F -r :•'+ t itis $e•cbr.. d,k5g:•"� tti 'L"�... a! ♦'S,,t?+ku . /'�ta 'r,•xk. •,r♦ :•h ,'.T.4+' r.;;}S T�� v }fi t _°!t - � _. t��: -*t�7. t�_� r 7*- ,..+�,� y`"s � f - �; ?"E ,•ar.,'+. :b• ,af .1' t 'r...` 3 Y;. �...� r w �. }'. .. . , e="f,-ram'�.r'-,• c -:y, 4..?C`.;• '&'- `6d r.•��.�S,b i.4~g"rk` .y` �t , r".J. F= vY„ '1,'y Tt �..' S 9.?' r^.,( .,t s� r -•'\ q tF:`�, 2� ,�, :sg `�'7 ••ri``Z r !r, w ,,:; e �'' :s Lr. F. g 4}.ir ter` .W:7•.,,�, `�j t {.1.,s,,. t�, -y �h� 1 t �n�a.i r^ ,i m .rr!• . - , Pi, s k, ,t. S ,. -. t .'.qs ry 3, a ✓ S -i 4 ;r 'L r ,# e ' 'F.ya t' ' .. t , � •.`fit �t /*tz .w,'d.. .n"Z'f'"J J� ;rY• a :°,':} -sV-eat ? r 'a,k tkk a .,.,�o ,,'t +2+,•'►�,fi* rr,,,, `'� ,;7C+t r ��. `,'y,.t,.P „}, `r "+tx F:_';a ,�4 .�...,.a.�Di?� C.J t €, k t•,s ,• �* �` `� +� � - r' - , G .F .t o ,aF, �,"• s>,.�-,; d�. t za + e ,•� •�3 .k,xr 4: �. ,� !>,y�:=1 t r''••`iM.K �..,y t :. ""t >~"j t.� F.r. ail..t�_r t,q'., `,�sr i.. 4,E 3-.,.q { �� ,:vK t,. r,. r a'♦ , c ,. � +rM1�^[ AYm } {{TF ", �i, F �..f •.� ¢ �� h r•f,�fi. �' ari 1� 4.y7 Jt :p Y r � i!.` r7 ir",t tr•t i 7i! r4 a;3F 2+. 'Mj s:x ,i, "•s''*.r 'in;:?,� ti.C•"'.*,..'( t'4.'a!a�`r .r,;, '• 1 �... •:wf ` ~ ,e a t,�.,R;.a ,PTm, 'Aw. a 4 ,�i`�. ,.t'r G,r,d:1' _ Y, a�•>..- �1i.: `\. t, .,�., Af" �°- 4k '�"' ''�1r i., ..- t apt� �','° „� F.'a k ' a a' y!"'� k 'T" N. IC r y .AFi3 •�t{�' ��t '. �t aY y ` r�eHO` rv+�x y • ,l - " G fC �'' o s '� tx r��,. �y �,x r_ +�. 4 y.�� ;' ' � CZ c y _ .4�A♦ tr,=� ��, rrE "a�a�w le, fj sty, �..i�{•' TY 4�,,, y <. 1 '�' 0 "+ i.'._ r* 3 t ,� Y � '` � +sa.., .d' LL�' +j� N * • M1 �-- �j, .* � �..,.�,`a�ti may,..'✓'' f k 4 V °,�',� , , � s $ .. V"�'•°e�^+a., e+M,�y, Sx-o• �"" 7b }� +�A. V -:. +7F y, � k :. -" f`t w �'"s;v,.S', W '°�'.^."°�_. ..1.6�w,�r �'.i, �� x.aSUP'�' - l✓a, "! ^"1t't 1>° a y P d l� t y , 4ic All AF r a� � �j"A�€ 9 I �' � • �:- 5 ` ..... y.F ,:5+ y,Lg � �. T£ Cam* a" Y v^;, . .. ,� �, °'a ¢,f °,.Y� r` "*'q".►p„�R�: '' Jlt p.�4, .` � * j c+ �4 ` x„n � � aF � '+.�* .. `ta� ��� y u f+ �yA ,�•.. t � `A'o-w PA ��2•�1! � � ,� `, '`� ,� �' .�. gyp► � A � � � ,�, x. •;�" E � r Vo . .`. � . � "# `x`..y�«.,..r °t �y� °vim•" �R. �,�.u ..�Arx�'�d'� .�ivt, .?Me ��'.. � + :`.�`..r..,w,�..�`W x c ..w.�. r - ae � f r �•��� � �''":` t t w �" �`�+"'�q'�+».�3�#.. a �a4' ,�i��rys > �q eN,'�"�n+. ' "s`.<�. ax M � k W Y MZ r lie Y #' ,<r } v jve , a . klu RN Ll IL n +.�•'�'Sr. �� .»R xy,,j ��1111"�%.i. ,✓_+-;�.+ ;� �.-�. �`"' '?9 �;t" �"• ® 'F i-3E� ..f1 + Y'� `f 1 � - 4 a y sL _ M L E " `Y e .. •`� Y�; �`�„"'i� :�'" ""�.�:���`'� Y.s ", ... .. `�'� �`' r^` r�, �+ �,�. d. gip:.,r � ,a. - �, s � � � . .h.3 .✓�'� o Ph '�1k. 'Ct [lh mid r lner y TT a y •ir � ask `r� ��•�,�,,,�� �. +`� "^i � :fir" .�"� � � f •' ,re v _ � ,"�"°".�' ```�>�ate.,.. � '�• �:; v ink s e n ..r� v ,NO r r;10 . y g a x� I , a K r ' ssa� d tea. � r _ •,� � 'ram �-e,, � �'"", +:. . u, �* x r � + i w C W"u ye yotic� q�1'1Qr, �a i G �r� 1 ntt n ^ e M v w a e per, � '• � � - � � � ° ., #, •§� yr Y.i5" _ PS W y A , F II11 r r w _ F i w .y i a ! a , z y t 4 •� "� xor *'"'=�4e. ,rr;"K �r.�"�+"",# ..':sue Y. � �'`"v.=� 4 "'`"_ _ y 1 4 ` 4_ ANA .F }'' `R •�r+" '....r+rrrrw+r'. Aa < "9j �n ,w�vt— kol —724 .sa *rsw '•�' •+. .TAW ,r. ,«.w.,.� �*^ r�++�"��t� +Y ��"""'�-• ���e.fr `w...,e.. m wLe1• . .. *; ~,,,,,�''"#"-:iG:='r,r v.,Fv� €,F✓•!� g t� ���� .�,4!'n M� - '+.ar ,.� x 7�:,s �'� •'tx, s is w y, d 3 ; I A � uwy � wiw L � rt .ke.,. ,� *� • .CY. ': 1`���`�,'�� �"C1�1'" ✓ 1,1/»,/I i 0./V\ 1 J© I��I x ' f ''' OUT -=�. ,mot, ��.,` aka. � ��;'�.,�..f � «��� � - � � ,.. � r� ,.a.;�. `� �-,�- .'"�����.�� ,.•'": .'� -� ° p - Y .ww "• 3...-are"" `s ra. y, ,�. Ra.,�.V A� vr- (:;t� ' .,' ir, .. *� rr rah Vv, t fi « � . 1 , , r 9D fF(Iil s , Y v}�etas ° „ 07 " . t � u . r ^' 1 m •' y.. .fir. .. ✓`,',�+ ti_ � _ e µ p • *-�n y� B a re v,.�.:.... Sew RaVlli We ntrc-�k'NW + k+Ws-.., ' "✓+wwr ra � �.e ..V �� i. r =. n� d.. Idmry •MI'R oN^m A 'h K�S �p 41 IVb���I�e,d� M1 tda "IN w q� � a I "P,"` }� e a x� 1. d r is � s i PAV09SA . r JQ ro Vw QK C� �eo s, _.�.. ��"`' ,�..— �'�' "� ..: � ,..... �. °-`..;,,r•'""" .�v, ay ",� �s'." Y,a 'y x a ; _ >H �a - ..� Y ,vr l �tr N + � 5 9 'AI'Y. IT Nor e AM, G s , , y rsv�... ci No.....Y4­" FEic............. ............... THE COMMONWEALTH OF MASSACHUSETTS .BOARD OF HEALTH 3 . ....................OF.....�,� ��.NS` 13A-ram" Appliration for Uiipoott1 Works Tomitrurtton ramit Application is hereby made for a Permit to Construct ( ) o Pair ) an Individual Sewage Disposal System at: ..........���3 rz.� ........ r-?4:K-------------------------------- -•- s --------�QL�.f ....................... Location-Address or Lot No. .....--••--. 51 ?ti!----------L?T ......... .... ! C �z .-.. .... ....................... Owner L1/(� Address W ..........-.-4..... L. �i� N.ICE.S.�._..��4�.r:�....:SCiI�uL_ Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................. .. .....Expansion Attic ( ) Garbage Grinder ( )U Other—T e of Building S T'` uVi&o. of persons..tittt"SAI-5 Showers 4 ( ) a YP g -- " --�-••--t3= P �,--•---•------- ) — CafeteriaOther fixtures . � _.._...%6--A,C--- � ------.1_S►rvx----------------------------------••-------•-- W Design Flow....=? �..Z.,,,...............gallons per person per day. Total daily flow--------Y6 ......................gallons. WSeptic Tank—Liquid capacityhiii).gallons Length__/.0......... Width....e......... Diameter__."?-----_--- Depth................ x Disposal Trench—No....... .......... Width...... Total Length__.'LS1 U.... Total leaching area...� ,L�,_._sq. ft. f. i Seepage Pit No.......... Diameter......1:�-...... Depth below inlet......U........ Total leaching area.... sq=t_e' Z Other Distribution box (L/� Dosing tank ( ) Percolation Test Results Performed bY------------------------------............................................ Date----------........................................ 4 Test Pit No. 1......j�.......minutes per inch Depth of Test Pit.......LjL...... Depth to ground water__/v� 0.4 Test Pit No. 2...._..�`-----minutes per inch Depth of Test Pit-? (._-_-/. ....... Depth to ground water........'........ '__. Descriptionof Soil----------- ..................•-•--•-- ........-•--•-----------•---------------------------------------...----------•----------•-•----...---------------- x U .......................................... --•-•......-•••••--••-•------•-•••--••••-------••---•---•------••••-•--•---•---•----•------••---••------•---••--•-•-----•-...-••••-----•-••--•---------•--•-- 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 TITIZ 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 t ....4-.v .fit- ..2 dvfesi.._`�.:�... ` a - - Aate ApplicationApproved By-•-•-... --------•---•-•.................................• --- •-•............ Date Application Disapproved for the following reasons---------------------------------------------------------------•------........................................... Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF EALTH ........ OF................. ...... ................................... tG/ (9pdifirate of Tuntpltanrr THk IS CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) ................................................. - ..... •.... Installer at. has been installed n accordance with the provisions of TITLE 5 of The State Sanitary Co e as described in the application for Disposal Works Construction Permit No......................................... dated:.../J_— __:Z-_7..?_ ........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...........I_..`....2. .------•--••-------•--•--------•--.. Inspector....._�,n_,�.,-- - �e... - ....... ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH ....OF......... _:'�..... No......................... FEE........................ �io�os o fiton,� ion Permissionk'>ereby granted...... ........................ •_.._. . ---------------•--•----...-----------------•-•-••---------.......................•. to Construct rVepai ( n In�' idual" . .age Di osal stem/�, ....... ... . . .....L&,.......6 ................... Street Z — -7 F- / as shown on the application for Disposal Works Construction Permit No..................... Dated.....l.................................. ---------•-- ---•-----------------•---. 7 F , ea th DATE . --- ------•-- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS pmpp- I1 -•" l NoFw3............. ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . '.....................OF.... ,.r............................. F Appliration for Disposal Works Tonstrnrttnn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: l'` .........- ..7,.... ..`;l,t... ................................... .................... ................................ _ Location-Address or Lot No. ...............--=!_sN!ti!..........L...T.............. �a _ :':!zS:: .1:.r^.....................n"............................................................................ Owner / f ' '�1 Address a -•-------•-- Installer Address dType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building'Bn rl.�...- of persons.-... (.).............. Showers (� ) — Cafeteria ( ) Q Other fixtures $. 5. ------ W Design Flow.... ....k. ...............gallons per person per day. Total daily flow.......yt �.s�......................gallons. WSeptic Tank—Liquid capacit}Y0t3J..gallons Length.j.&........ Width_..j.......... Diameter___"�_......... Depth................ x Disposal Trench—No.....0......_.... Width.....j............ Total Length__'-.i-e..)..... Total leaching area---�!a� ----sq. ft. Seepage Pit No......._�-------- Diameter.....I-1—t...... Depth below inlet.....�_.L.._...... Total leaching area.... �:1L Z Other Distribution box (V/ Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I...._I-__-__--minutes per inch Depth of Test Pit......._r....... Depth to ground 44 Test Pit No. 2................minutes per inch Depth of Test Pit...... /....... Depth to ground water.....................!.... �. - 0 Description of Soil-------•---_- --------------------------------------------•-•----•----------------•-------•----------------•-•---•-------•-------------------•-••--••---•---- U --------....-.........•...--------------------------------------------------------------------------------------------------------•-------- W ..........................................................-............................................................................................................................................. VNature of Repairs or Alterations~—Answer when applicable____________________________________________________________________:_-__---__-----_----------. --------------------------•-------------------------•-•-•--•------------•--•----•-........-•-•--•-•-----•---------------------------•....0----------.....-----•..._........_...•-•-•.....-----...-----• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I T LE 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. , s. Signed...... .�_�_--c��.... ......... .................................... ---Z N�✓ l f — Date. ApplicationApproved By.................!............................................................................... ........................................ Date Application Disapproved for the following reasons:----•------------------•---.....----•------------------•-------------------------------------•-•------••......-- .................................•-----•-----........-------••-----------•-----•---------....----•------._......_...........----•---------•-----•----•-•------------------------.... ......---------- Date PermitNo------------------------------------------------------- Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF,-,HEALTH Trrtifiratr of ToutpliFatta THIS IS T,O CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by......... C�•/'�•� �r.:J----��l._... `j •�,1.11 L r•�-•--•----•-�-•---Insta er�r}r.......1.j�_.I._'�......__.e 1 / - �✓',t='L.` /----•-----------•----- 1 1 11 at. ---------------------•-- --•----•-----..y.............. .._.; -•--=--.....................•-------•---•---.-•-- ................................................. has been installed-in accordance with the provisions of TITLE, 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated_I/---.- '......7--- --............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...--...._1...._..= Inspector....".�-•---.-------•=-•-... -- ................ .--•••-----------------•-....----------•-•----- THE COMMONWEALTH OF MASSACHUSETTS ri BOARD OF HEALTH NO.... (�'4... FEE.... ... Maps rkii T ntrnrtinn rranit Permission ' ereb granted. --u�..n Kec• .y to ConsX10 ) r p ) a ndividual Sewage Dlsposal Systemat No.-.. - ------ �/ ......................................... Street................................................................................ as shown on the application for Disposal Works Construction Permit No..................... ate .._. _............................... Boa d of ealth DATE................................................................................ / FORM 1255 HOBBS & WARREN, INC., PUBLISHERS �� � TOWN OF BARNSTABLE a,.. ENGINEERING DEPARTMENT ie P. O. Box 368 HYANNIS, MASS. 02601 FRANK LAMBERT, P. E. TOWN ENGINEER May 16, 1978 BOARD OF HEALTH Town of Barnstable 397 Main Street Hyannis, Ma. 02601 'SUBJECT: SEWAGE SYSTEM - BODFISH PARK SANDY NECK, W. BARNSTABLE Alternate System No. 2, as shown on the attached plan, was installed by Robert B. Our, Inc. , Great Western Road, Harwich, Ma. 02645, in accordance with said plan and specifications prepared by the Town of Barnstable Engineering Department. The system was inspected and approved by the undersigned rather than Mr. Paul Kelly of the Health Department because the installer failed to schedule an inspection in the normal manner. The installer explained this oversight on his part by citing other towns where inspections of town sewage installations are normally made by the Town Engineer. Very truly yours., Frank Lambert, P.E. Town Engineer gc/encl 7T N ... .................... F�a.............. ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - ......OF.... ... ....__... ( C' '�i @ors Apliliratiun -fur Btsp ial Works Cnunitrurtiun Vrrmtt Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Location_Address or Lot No. ......_v.. .rs.t- .............. --fit.............. -1�5. .`!: •:rL,..............-......................--...................................................... Owner �. Address a (a1--1 .._.._i.��_� ► = ----�t. ................. �_. �.5 -------------------------------------•--.._..__...._..-------....-•-------------- Installer Address UType of Building Size Lot............................Sq. feet -, Dwelling—No. of Bedrooms................................_...........Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building 0� S No. of persons.....�Y�.Q----------- Showers (41) — Cafeteria Other fixtures ( ) � H � � ��4� ��-� w Design Flow.........t�...........................gallons per person per day. Total daily flow...... -__._....._._._........gallons. Wx Septic Tank I/Li rtclt,y8(4JOgallons Length._.. . Width./I.T.Z.—�.____ Diameter................ Depth. th.._ ._.__._.... Disposal Trench—No.. ............... Width-----I-___-_..-___ Total Length----- Total leaching areaA_C,.Z-L2,...sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet..... Total leaching area..-_.--.......__..sq. ft. z Other Distribution box (� Dosing tank ( ) �ifl' C It Percolation Test Results Performed by-----..-. -F-=A...- ......... Date___S_e__(°.....7-1______---- Test Pit No. 1----------------minutes per inch Depth of Test Pit....._..__.__.__._.. Depth to ground water..--__--.-_-_.-._-..---. (I, Test Pit No. 2................minutes per inch , Depth of Test Pit-------------------- Depth to groijadd water------------------------ ---------- __ a Descriptionof Soil---- G�=--------- ' ....................................... -___--------------------------------------------------- -------------- 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 Article XI 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. Si ned -_ '- -------------------------------- -- Date Application Approved By----- �1 - ------------------------ --/,2- 7 Date Application Disapproved for the following reasons_______________________________________________________________-------- ......................................... --------------------------------------------------------------------------------------------------------• . ------------------------------------------------- Date Permit No............... Issued---------- = Date ....•............................................................................ .........'1........ ..................... THE COMMONWEALTH OF MASSACHUSETTS �d _ •� BOARD OF HEALTH D / ...........OF........ �....... . ..... .. . ......`...10............................. hTrrtifiratr of 011m;1lianrr IS II TO C lIFY, That the Individual Sewage Disposal System constructed (Z__�or Repaired ( ) b ..... = dL-------------- ........................................ staller `- atQ -------------------------•-...--•----------•••._.....----•----•-•._------ has been in taped in accordance with the " visions of ArV.?_-7._Z XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No _- ':............. dated--- _-_,%?'_ 7................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... .............................................................................................................................. THE COMMONWEALTH OF MASSACHUSETTS 7 BOARD F HEAL H % - ,2 tt' 'l...........O F....... �. %tiva ial luorkg dun trurtiun rrmit �" Permissionis hereby granted---------------------•----------------------_.--__-____.-•-•--------------------•--_-_-:--------_-_.__------............................... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No. Street as shown on the application for Disposal Works Construction F- it N .__ %Z'-/2-'-77'__--••--•- --_ Dated-- - . - Board of He DATE................................................................................ S• C�.� � �• �% �c�. �0 ' FORM 1255 HOBBS & WARREN. INC., PUBLISHERS � C^�1 / Nam2...77 r.�.Fins.. ........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 4 ..........OF.: .F�7�1; f .►f^� ....................... Avvlira ion -for Rapatial Work.9 Towi#rur#ion Vrruift Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Location Address or Lot No.,ram ,f. __ Owner Address atsra r_..+-' _._.C> "± 14 -.,_. _a.........--•-.................................................................... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) a ;Other—Type of Building k S No. of persons .._4f" O........... Showers (t) — Cafeteria Other fixtures� ( ) �+ ----- !_! 1 - ._ - Desi n Flow_____ ` gallons per person per day. Total dai flow----�'f__'_,_ gallons. g ----{ ------=--------- -- -g• P P P Y Y A4 Septic Tank VLagtucl ca'-wity j9Q gallons Length---1_ ...... Width _.. ^,,... lliameter________________ Depth..____._.-.. "W Disposal Trench—No. _ `.: Width._.__ _ Total Len th_.__3_ leaching ft. x �'._._.___ '...._..__.__ g �+•i.�._.. Total leaclun 1rea. Seepage Pit No....................._tiameter..................... Depth below in et....._ ,._ Total leaching area------------------Sq. ft. Z Other Distribution box ( Dosing tank Percolation Test Results Performed b r4 a y.-___---- ---------- Date__�.3 .10.._.."'�-"1------- _.. Test Pit No. 1----------------minutes per inch Depth of "Pest Pit.................... Depth to ground water.--_-.-..-_--.-__-.----- �14 Test Pit No. 2----------------minutes per inch Depth of Test Pit _-__._ .-_ Depth to ground water---------------------_- O Description of Soil_-- "( _t_ ___________ U W -----._---•----••----------•----------- �'"` 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 Article XI 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. �r Si ned-----IZ77_—P------•- ., &_-4------------------- ------------------------ Date Application Approved BY ` 1 ' -r--------- = - ��"+� ..."a�-�------ D to Application Disapproved for the following reasons--------- ---------•------------------------------------------------............--=--------•-•--------------•-- ` ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Date PermitNo........................................................ Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS 91 6 BOARD OF HEALTH '' UU ........00. ..... ,�. '1 1 .r............................ T.rr#ifira#r of ("ontplittnrle IS TO TIFY, That the Individual Sewage Disposal System constructed � or Re aired by._ .1tiv f/ nscager P ( ) P,. ( ) -------- at.... . ' .r. has been i stalled in accordance with the . ovisions of Ar XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No---.: ...........................77�" ------ dated_/_2_-!..1�K-77--•--•-•--•-..._..-- THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE_... -------------•----------_ Inspector......... :. THE COMMONWEALTH OF MASSACHUSETTS BOARD QF HEA TH ? 77.2 ..........:..OF...... .. ........................... No.................... FEE-7 -t___ ' �t��o�ttl ork,� �on�#rnr#iott �rrnti# � ��. Permissionis hereby granted.--•---------------•----_•__-•------•--•---------...-•----•-•-----.....------------.....••---------•--•--•---------•-•..----•--- _-•-•- l to Construct ( ) or Repair ( ) an Individual Sewage Disposal System 1 atNo......................................................................................................... ---------------..._....-------------•--•-------------•----•--•-----------•-- ... Street as shown on the application for Disposal Works Construction P mit _____ -f._ _._: Dated_,_'g.-.`..f�'._77' DATE__ lh /off Board of ___•__._..._..-_••___-___••__••••_•-------- --?-----------------•---------•-• H(,B�l�//'If- FORM I255'• HOBBS & WARREN. INC.. PUBLISHERS r y t i BARNSTABL M ;3 9 ppA i6 . \00 MARTIN E. HOXIE, CHAIRMAN E. THOMAS MURPHY PAUL C. BROWN March 29, 1973 TO: Mr. Harry Johnson, Chairman Park & Recreation Commission Mr. Stephen Hayes, Chairman Conservation Commission Mr. Robert Childs, Chairman Board of Health FROM: Board of Selectmen The Board of Selectmen would like your Commission (or Board) to ap- point one of your members to serve on a committee to establish rules and regulations and guide-lines for the use of Sandy Neck. Please notify our Board as soon as possible what member has been appointed in order that we may arrange a'meeting. Very truly yours, Martin E. Hoxie, Chairman Board of Selectmen MEH•jm �bU I REPORT ON TULAS PROPERTY Sandy; Neck Observed July 19, 1973 by Paul C. Murray, Frank Lambert and Conservation Officer 10:15 A. M. to 12 :00 P. M. After careful inspection on this date, it is my opinion that under the regulations I could not issue a building permit on this property. The reasons are: A. Large portions of this property are subject to shifting sand (dunes) and I consider it too unstable for sewage purposes. B. The basic stable areas are subject to extreme high tides, old cranberry bogs and visible ground water. (Fresh water swamps, etc. , west of Tulas property in pine areas. I , e v tk Ac 7t #' R0 f a; !�:4o4: Ate, 'f.•�` Cara I �Gt OA 6:1 all , dat it: 2 v ro *p4n i t *tsar thq rc;igulat n*°, T. :;_61 -nod.: ?sae , ,'thiz. ptopa-Vcar 6 m+ +.s°3 ' idor • � : ��SnZ�:3�wv1r�.. 1y6�7gw.��.+ d$.3,s�p�r��g��•�,Y.�'�y,4#+4.: `Yy7`��: sWw9 4sAe,F.�+-�4kS.iT :• Js i .+,a *i 34Sx+c.•1 efn.d ?+5}ri �'w+7r••6+ �. - �..'.... - ... .. _ -. _ , �. ,. • ' •z _ -_ {fir� :. Mar $t6phen 15. ,ye; Cha it era Conservation, Co itt'a Town .of Sa-matable Hysnr_lA - Massachusetts Dear fix, Hayest W& reeentIy receiv6d yr6uk 1e4;ter Of NO-ve -Irm. • .12,,, 1973, requesting our. opinion c ra M. j restrictions ro+ r$ to sev: g-4�4is PO Sal -at t -tar 4 e l rah SaxjdV, rack k Isms -matter was ovalu�;wec� �:� Maur �e�t���s ]�ovembor. � f . and the following ea*1 -zio s.-ieattif ('I)- it would. bee ceo a.ttq�� { Or an engx- eer to Install' individual, seltage Svgts what WOUId"meet the rpgUirerjev4a 6f Article XT of :th4 Stag Sanitaxy Codas 4 2) we riot 'appro'ra the' Construct icn of - #v ms 0i emical foilot5� •,(ApprQ";_ . .,ke tired by Bout 'f HwaIth • i s 6u . CI �J O .Ina �a r cry s s t s e e .cs zn t 0u6h of tlie arm. F, .,Zn w,=mary¢' We feel that tl;ere _are serious obstacl6q R - far ahY devol?per. ins tall in sewage s�mtemsand Ulm Us = .in this. area, ;. -, closed is a. Copy of .otir soil Stability ' Th s has.been -approved.,as to_�formi. by Mr . ,Illy- )PAro-y'i the a Please cofltc'c us �du:.. have fT�tr'��er. ,qu6s'��.orts. YfJUr$. Vey 'tea R , Jane Bahbsugh (biro. William P, ) Member, hoard'of Health i pYTHE T�4 31.MSTAELS, s 6;9• November 12, 1973 Town of Barnstable Board of Health Town Hall - Main St. Hyannis, Ma. 02601 Attention: Mrs. Jane Eshbaugh Dear Jane: You probably know that the Conservation Commission acting for the Town of Barnstable hopes to have an article in the 1974 Annual Town Meeting Warrant to acquire the Tulis property at the eastern end of Sandy Neck. Since State Self-Help funds will be sought to help pay the cost of acquisition, two independent appraisals of the value of this land must be provided in order to qualify for these funds. Mr. Paul F. Morgan of 0sterville, who'is one of the appraisers engaged by the Conservation Commission on this matter, advises us that certain basic information must be provided for the two appraisers in order for each of them to estimate the fair market value of this Tulis property. We would like your department to supply the following information: (a) Would there be axq unusual restrictions for this particular piece of land with special reference to sewage disposalq (in case it was developed) . The Commission would appreciate your answer to the above question at the earliest possible time. Sincerely yours, Ste ph P. Hayes , SPH/es Cha'' n cc: Selectmen l ,. \Yr ye-C k C SPECIFICATIONS The contractor shall provide all necessary labor and materials and perform all work of every nature whatsoever to be done in- the erection of a bath house and snack bar for The Town of Barnstable as owner, in accordance with these specifications and accompanying drawings. The location, of the bath house and snack bar will be as follows: Benjamin Bodfish Park, Sandy Neck Road, West Barnstable, Massachusetts. GENERAL The general conditions herein set forth shall apply to any contract given under these specifications and shall be binding upon every sub-contractor as well as General Contractor. . The plans, elevations, sections and detail drawings, together with these specifications, are to form the basis of the contract and are to be of equal force. Should anything be mentioned in these specifications and not shown in the drawings, or vice versa, the same shall be followed as if set forth in both, as it is the intent of these specifications and accompanying drawings to correspond and to embody every item and part necessary for the completion of the structure. The contractor shall comply with all health and building n. ordinances that are applicable. EXCAVATION AND GRADING The contractor shall do all necessary excavating and rough grading. The excavation shall be large enough to permit inspection of footings after the foundation has been completed. All excess dirt shall be disposed of on site by the contractor. Grade level shall be established ,by the owner, who will also furnish a survey of the lot showing the location of the building. CONCRETE FOOTINGS Footings shall be of concrete having a minimum compressive strength of 3000#.E per square inch at 28 days. Concrete shall be machine mixed with clean water to the proper consis- tency, and shall be placed immediately after mixing. Footings shall be thoroughly protected with hay or straw in freezing weather. All footings shall be set below the frost-line and rest on firm soil , and shall be flat and level on the underside. Footings shall be of sizes shown on the plan. BASEMENT -WALLS Basement walls. shall be constructed of 8 inch concrete blocks of approved quality. Blocks shall be laid in a full bed of mortar, composed of one part of cement to' three parts of sand. Mortar joints shall be filled thoroughly with cement mortar. All. walls shall have uniform bearing for framing, being straight, plumb and level . Walls shall be reinforced with standard weight joint reinforcing placed in every second course. Alternate:; Basement walls may be .constructed of 8 inch poured concrete, 3000 psi at 28 days, keyed to footing anchor bolts as shown in drawings. FLOOR SLAB Floor slab shall be 4 -inches thick of concrete .havng minimum comprehensive strength of 2500 # per, square inch at 28. days and monolithically finished to a smooth hard surface and carefully pitched to drains. 6-6-10-10 wire mesh reinforcing is .required: CEMENT. WALKS AND STEPS All .cement walks shall be 4 inches thick, of widths and in .locations shown on plans and. shall be poured. monolithically with a trowelled finish. Rain leaders to -be connected _to . dry wells and may not discharge on to walkways .or patio CARPENTER WORK The. -carpenter-'shall and will provide all necessary labor and -perform all carpenter work of-'every nature whatsoever to be done.- fie shall lay out all work and be responsible for all measurements;_ and keep a competent foreman in charge. All work shall be done in a . workmanlike.manner, level, straight, plumb and true, 'and strictly in accordance with the plans and specifications. JOISTS Second floor joists to be 2"x10" placed 16" :on centers, #2 constructi.on. KD Fir or .equal . Rafters to be '. . 211x 8" placed 16" .on centers, #2 construction KD Fir or equal . Collar ties to be 2"x 8" placed 54" on centers,#2 construction KD Fir or equal . STUDDINGS AND PARTITIONS Studdings shall be sized 2x4's, spaced 16" on centers, single plate on bottom and double plate on top of each wall or partition. 2x4's shall be doubled around all openings. Outside studdings shall be #2 construction, KD W.Spruce or equal . Inside Studdings shall be #2 construction, KD W. Spruce or equal . BRIDGING Second floor joists shall have one row of l x 3 bridging for all 16 foot spans or less. All spans over 16 feet shall have two rows, all nailed securely to joists at each end. ROUGH FLOORING Sub-flooring shall be Standard C-D Ext. , 42/20, 48"06", 5 Ply, 5/8"thick, DFPA tested or equal . SHEATHING Outside walls shall be covered with Standard C-D Ext. 32/16, 48"x96", 5 Ply 2" thick, DFPA tested or equal securely nailed. Roof sheathing shall be Standard C-D Ext. , 32/16, 48"x96" , 5 Ply, 2" thick, DFPA tested or equal , securely nailed to rafters. SIDINGS Siding, if any, to be Texture 1-11 or approved substitute. ROOFING Shingles for roof to be White Cedar shingles, extra grade, laid 5 inches to weather using galvanized nails. SIDEWALL SHINGLES Sidewall shingles, if any, to be White Cedar shingles, extra grade, 5 inches to weather. using galvanized nails. INSULATION AND PAPER .Building paper under shingles to be 15 lb. felt. 3 I�;rar�•,e�Sk�"..ir�.h3+oatsah, �wc: r��1•.a^�,a+'v :� 3^'rJ�a.3�a'c' tYhsb. 'C. �i81.sx [ oa"�� ayr�_ 'v.•: Y"'=.'y`. 4:ti,1�'."„� �xv.�,',^, .: OUTSIDE FINISH All lumber required for outside finish shall be finish pine S4S, Grade 2 or better, 1"x4" or larger as' required.' DOORS: All. of..the inside doors. shal l.. be flush doors, solid core luan, 3'O"x618"x1 3/81' 3 butts, key in knob lock. Exterior doors shall be flush doors, solid core, 3'0"x 6'8"x1 3/4" , `3' butts, key in .'knob lock. Rest room doors shall be ,louvered at bottom. JAMBS AND CASINGS :All inside jambs shall •be. 3/4" thick. Casings shall be finish pine S4S,. l"x4" or : larger as required where not part, of pre hung door or window -units ;. STAIRS . Stairs .1ead.ing .from first floor to second floor. shall have 13 risers 'and 12-2"x10" treads: Wall' stringers shall not be housed. Stair rails shall be 2"0" pine, fir. or: spruce with suitable mounts and extending into the attic area. CABINET WORK . Contractor shall .provide the necessary labor and material to construct shelves in snack bar as detailed. in drawings with 1/8" plastic laminate counter tops, Formica.. Brand or equal ; style to be approved by owner. ' Sink. cabinets in snack .bar and first aid room may be prefabricated commercial. units style to be approved by owner. INTERIOR FINISH Rooms to be 'finished as per ROOM FINISH SCHEDULE. Drywall to be applied. strictly in accordance with manufacturers directions, finished primed and painted with two coasts of interior latex or acrylic paint. All paneling and woodwork to be carefully .cleaned of finger marks, stains, and other defects before .being finished with a high quality oil base stain. I. �...�. ec � .a. -may i+ "sY-` +�-yM.; tf a>�,,•..:.+`'t��1F+#¢ ::_.s�'�>'��i^T+�v ^y+`24�w„;:h,�F.,. INTERIOR FINISH continued Vinyl asbestos sheet floor covering shall be of the type recommended for application on concrete and shall be applied in accordance with the manufacturers directions. All materials used as interior finish shall be approved for style and color by owner. Only the highest quality (top line) materials of the following manufacturers are acceptable'. PAINT AND STAINS 1. Pratt & Lambert, Inc. 2. Dupont de Nemours, E.I. 3. Devoe 4. Benjamin Moore 5. Watco-Dennis Corporation (Natural wood finishes only) 6. Or equal VINYL ASBESTOS SHEET FLOORING 1. Armstrong 2. Flintkote 3. Kentile 4. Or equal PLYWOOD PANEL All plywood panel and siding shall be of Exterior type and of one of the following styles as approved by owner: 1. T1-11 2. 303 Siding 3. MDO 4. Or equal Panels shall be identified as conforming to US Product Standard P S 1 for Softwood Plywood-Construction and Industrial Panel thickness and application details shall be as shown on drawings. v ELECTRICAL WORK Contractor. shall provide all necessary labor- and material and perform all electric work of every nature whatsoever to be done. All work shall comply with local ordinances. Provide wiring outlets as per following schedule. All outlets to be placed as directed by owner and shall consist of the following: 111 F t00� S v a, s O UTtS U Ln N a +> U +-> L O A ti J r -� -P a 110 C) ra -P t- S1�! Lj- � `-- ) 0 CEJLitlIG W-FLEF 1 -- 1 1 — 2 -- -Q r'1ACIET OWLET [�CO J�l�_P�11�avCE 4 -4 - -- 4 - 2 - O FLOOR CYJT LET OOU—rI_C_Fo'_Bu? ea sr� - -�l FLANGE OUTLET — I VENTILArI`G cow=r�,_,•tic� FAVJ;O OUTLET CLOCK OUTLET — I LLUMiNA-QED — — —— — — -- -- — — ----- _ Lt�I f fr G :�Irct! T 1 1 2 1 - 12 _1 - -- _ _ 9 - - - -- — - - -- - -- -- — 2 SIA/I ct —,PILor— i f BELL=--7RA!JSFOa"c{2 4- CIRCUT_6R=! �,':-'R 1� (QUAD. OUTLET-- — - - - 2 — — - — - -- 2 13.Ceiling outlets 4 hracicet oatlets ...1...Double Nvall plugs --------Floor outln`s 2 9.Stis�itch outlets . ........3 wad-switch outlets ........Switch and Pilots ........Weat,lerpr.switc'res ........Clock outlets .......Radio outlets ........Bell and Transformer -••-_iclE:pl;ona 0?itlet:i 2.I•czn outlets ....---.Range outlets ........Yard outlets ._......11:�crting outi�ts 2 QUADRUPLEX OUTLETS ................................................... ---------- -------------- *4 OUTSIDE FLOOD LIGHTS ELECTRICAL WORK Fixtures 'to be supplied by contractor as noted 'on drawings. ; Contractor will be responsible for providing materials and labor for installation`of. the following :ventilating fans: . . .GRILL HOOD, :SNACK BAR, 1/15 HP, 1550/1050 RPM, 650 CFM @1/8" SP. _totally enclosed motor, damper, Cook 9 `CHW or_equal . -REST ROOM VENTILATING, UTILITY ROOM,. 1/6 HP, 1725 RPM 1150 CFM @ 1/8" SP, open frame motor, damper, Cook 12C17W or equal ' , jam. r` PLUMBING Contractor shall -,provide all labor and material and perform all plymbing work of every, nature whatsoever to be done. The fixtures shall be as follows: NO REQ'D DESCRIPTION 3. Floor mounted water closets, elongated bowl , open front seat 1 Wall hung urinal 4 ..Wall hung lavatories,; cold ,water fawcett only 1 Cabinet mounted single bowl stainless steel sink (First Aid) 1 Cabinet mounted double.bowstainless steel sink (Snack Bar) 3 Floor dra-ins 6 Shower heads, cold water only 1 House bib 1 Dr:inking fountain 1 Water heater, LP Gas `:'45 Gals 1 Stainless steel grill , LP gas Garland model 244=36 (or equal ) 1 4500 gal precast concrete.. septic tank . 1 750 gal . precast concrete grease trap j .3 .2400 al. leaching pit g s 1 Distribution box All -of the above shall be properly :installed according to local ordinance, "and all connection's. thoroughly tested.. Hot .and cold water .connections shall be made with sinks in the First Aid and. Snack Bar rooms All other fixtures. to receive cold water connections only:'. Water, connections 'shal.l be made with an existing well supply. Septic system to be furnished and installed by contractor in �accordance with drawings 'and- applicable .'state -and local regulations . HARDWARE Finish hardware such as doorJock sets, shutter hinges, .towel dispensers,. toilet paper. holders, soap dispensers; waste paper receptacles and •the like, will be provided and installed by the contractor. as. per these specifications or with approval of the owner. 4 PAVEMENT The contractor shall provide all labor equipment and materials for construction of an access drive as shown on plan; drive to be staked and grades indicated. by owner. Pavement shall be. laid on'a .gravel base conforming to "Gravel Base Course Specifications Town of Barnstable Subdivision Rules and Regulations or approved substitute, and shall consist of Mass. DPW Type "I" Bituminous concrete laid in two courses., 12" Binder; 12 Finish Course and compacted :as in the above specifications. : NOTIFICATION OF UTILITIES The contractor shall at his own expense arrange with the appropriate public utility companies, the relocation. or .installation of any structures or equipment as required 'by applicable drawings and specifications and shall request all information and field ;. supervision by utility company representatives as is necessary .to insure protection of such structures, lines or equipment within the project area throughout the period of the Contract:. s. t FT SHEET METAL WORK AND FLASHING Contractor shall and will provide all necessary labor and materials- and perform all sheet metal work' of.every nature whatsoever to be done, including gutters under all eaves with suitable conductors. Also connect all conductor pipes and drywells as indicated on site plan. All joints to be securely fastened, and all work to be done in neat and workmanlike manner. Gutters to be aluminum .25 in minimum thickness. Down spouts to be rectangular :025 .minimum thickness: - Proper flashing shall be provided wherever necessary. EXTERIOR PAINTING All : exterior woodwork shall have 3 coats of white oil base paint. All sash and trim to be neatly traced. All knots and other defective work to be shellacked and all nail holes to be puttied before applying last coat.. EXTRAS OR CREDITS ,Any deviation from these specifications or plans involving an extra charge or a credit must be agreed upon in writing between the contracting parties before the change is made. The contractor shall not take advantage of any discrepancies in the drawings and specifications; If: any discrepancies are found_,','they shall be referred to the owner or architect and be corrected before any contrac.t` is entered into.' ::INSURANCE The..contractor shall protect himself with_,public liability and workmen's compensation . until completion of the building. Property damage insurance on the structure (fire, etc. ) and public liability insurance protecting the owner during construction to be provided -:by the contractor. CLEANING UP The contractor shall remove all debris from the premises when the job is completed:_ The contractor shall clean all window glass when job, is completed. i~ No `3 �F THE r0 OFFICE OF THE BOARD OF HEALTH 9 •A OF THE HAS89TABL�y o° TOWN OF BARNSTABLE, MA S. q� MASS. pA 1639. `0 --- -= - MAY�' S WAGE DISPO AL PERMIT Permission is granted to _ _ ________ __ _ _ _t ---------- to construct _- ________ - _______ __ Sketch Upon the Premises of I #4jV i -- -- � ---- - ---- - -- ------------- In the. village of Y .I�nY.YY....Yaq.fim Y-I Yll �- .pYl/.�alq Ney.., _ ---------- ---------------- 75 or morfeet from any source of water supply Ij 20 feet from building �� F 10 feet from property line I Health Officer. TZ -❑ ❑ ❑--- b az k - Locus W R S3 I L7 I 9 i ;INSPECTOR: E. KITTILA INSPECTOR: E.KITTILA INSPECTOR: E.KITTILA x INSPECTOR: E.KITIILA ` SOIL EVALUATOR: D. STANTON =SOIL EVALUATOR.;D.STANTON SOIL EVALUATOR. D.STANTON SOIL EVALUATOR. D.STANTON �- r f, 1 1 l a 7 ai °may ?.? 6e+cti �jj ❑ ;DATE. 5/26/2010 i ;DATE. ,5/26/2010 ,DATE. 5/26/2010 i x DATE. ,5/26/2010 h - � - '' • .. .,;• , aa,, _ � � �: BENCHMARK _ _ _ _ _ ❑ ;PERC#: 12956 PERC#: '12956 'PE #: 12956 PERC#: t 12956 TOP OF SPIKE _. ... ._ " _ - - TP-1 TP-2 TP-3 I TP-4 r „r ,, TM ;- ',„ - s 3 S GENERAL L NOTE 9 _ _. � 1 _ 1 �✓: �' oq �'-=�•-' / E R` , c o v' � I'. , ? I "�' `}._, �'�,. ,�'_. � `ems- s ,r r.;C; • ` � ' G 0.0 25.7 0.0 ; 25.5 0.0 20.3 0.0 I 20.5 { a J - - REPAVEPARKING A I A I - - ��. LOT MATCH OBSERVATION o 'I 11 OUTLET DISTRIBUTION BOX - � - - - I PAVEMENT � _ PAVEMENT =: PAVEMENT ! PAVEMENT ,, a� ��_�_-�, • � _,a - -- ,��-� I - - - EXISTING GRADE PORT TYP. 2 - 20.0 O 275 t TO ( ) 0.3 25 4 0.6 24.9 0 3. 20.0 0 5 w a� ( WATER B a B B B r . _ � � s�e � -� A •m o LL - f . , ,._._.._....,.-. ! e � �.} r'YS ,) to N LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SANDS > „ �;' �� . .. ,cR a .K s_ ; ` '' 4) ._. r y E..._. -- ..F_ �„ M 7 CO N ❑ EXISTING CATCHBASIN 10 YR 5/6 1, 10 YR 5/6 10 YR 5/6 ' 10 YR 516 i a -.,, '-'� " '� Q;�s< 1.3 ; 244 € 15, 24.0 1.7, 18.6 1 18; ! 18.7 ❑---_� TO REMAIN TYP � � �. - _ LOW VENT ED `� (TYP. 2) / P \ ❑ V 6 SCH 40 PVC ED `�'`.❑ M-F SAND x M-F SAND . F,s?, ., r) c o o a ' r�Z OCATE / \ / L 1.5 S 1% 43.2 AVEM 2.5 72 i 2.5 Y 7,12 BEHIND FENCE ENT Y - ! - / 46 DEPTH OF I M-F SAND 48 DEPTH OF i M-F SAND NEW 3,500 / 1 \ / 2.5 Y 7/2 PERC s 2.5 Y 72 ,, t ` •c J �� r - 15' GALLON SEPTIC PERC I 2 M/N.ANCH 2 M/N./INCH : � ;���` '� � -�: m� �e� �• � J � ,..9t C� y nY e _ \ TANK ;, )°.. a 1,% ar, :, ,, I J7 a p ?Fy #< G �J f d i�l PAVED / ,. , �� _ " c m PERC RATE : PERC RATE I , s R ' } \••.,� �� w .., � 6 SCH 40 PVC PARKING L .0 1 LOT 2 S % 13. 12.0, 13.5 10.0: 10.3 10.0 ` 10.5 0. ►" 'y `b . , 1 r s�-0 k r �S�e e' o NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVEfD a NO GROUNDWATER OBSERVED � ,- �,s ,, ;:. _ � _ i .-•-� --- , . � 62.0 195 •6 NEW 7,000 GALLON � _ y Uw �s�o`, d U t 27 9 -, ,,. '�""�' _ SEPTIC T NK � ,� ��- _ ._ � �.. _rrc°;� °q �-�,�� ._,� �z �r �,r � �� � � O O } 6 ,° ...: / \ } :,. h ,,.s. R d. a ✓"'.. �+s i � -yam W Q NEW DECK AREA i 3.0, TYP. 10.0' ��� '� � / EXISTING DISTRIBUTIO BOX TO / DESIGN CRITERIA VICINITY MAP 3 L b co 00 BE REMOVED (SEE MOTE 14) / TITLE 5 a ' USE PUBLIC PARK, TOILET WASTE ONLY GENERAL NOTES Graphic Scale C y _ 4" SCH 40 P�C RESERVE FLOW PER PERSON 5 GPD/PERSON 1. 425 SANDY NECK ROAD ASSESSORS MAP 263 LOT 1. � I o o o io 1-inch - 3,000 feet = co M C0 o CUT AND PATCH 19.5 O L=6.2', S=2. % LEACHING NUMBER OF PEOPLE 400 PEOPLE / 1 T BARNSTABLE HARBOR AREA ZONING DISTRICT: RF 1 2. THE PROJECT IS LOCATED WITHIN THE SANDY NEC BA ST B E RB EA Z I E TE K L EXISTING PAVEMENT - � "'-•-�` \ � AREA (BASED ON 200 PARKING SPACES @ 2 PEOPLE PER CAR) / - REUSE E ISTING 1,500 FLOW 2,000 GPD / TITLE 5 LEACHING - "'•- \ \ \ J 60.0 3. THE FEMA FLOOD INSURANCE RATE MAP (COMMUNITY PANEL N0. 250001001 D; DATED JULY 2, 1992) IDENTIFIES THE GALLON GREASE TRAP MAJORITY OF SANDY NECK ROAD, THE PARKING LOTS, THE BATH HOUSE AND CONCESSION STAND, AND THE PRIMARY AREA REQUIRED O „ TP#3 USE LIFEGUARD ROOM, MULTI-PURPOSE OFFICE DUNE AREAS ALL WITHIN ZONE C. / (60'X62') \ 6" �S'CH 40 PVC ' FLOW PER 1,000 SF 75 GPD/1,000 SF i�► "1 'PAVED + "�,,,.�--�' - r, `4 L=j53', S=2% TP#4 OFFICE AREA 413 SF 4. THE PROPERTY IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT, C PARKING �..� \ .. ,` `=�-_-_ I �.,, 1 �"�-. � ' FLOW 31 GPD 5. THE EXISTING TOPOGRAPHY AND LOCATION SURVEY DATA AS SHOWN ON THIS PLAN WAS TAKEN FROM A PARTIAL FIELD LOT ' \ NEW 4 SCH 40 PVC (MATCH EXISTING SURVEY CONDUCTED BY THE TOWN OF BARNSTABLE AND TAKEN FROM THE PLAN ENTITLED "TOPOGRAPHIC PLAN OF LAND PRESBY ENVIRO-SEPTIC . :,, . GREASE TRAP INLET PIPE SIZE AND ELEVATION IN BARNSTABLE (W. BARNSTABLE) MA FOR THE TOWN OF BARNSTABLE D.P.W. - SURVEY SECTION" REVISED JANUARY 5, LEACHING FIELD ) USE RESTAURANT, FAST FOOD 2010 L=8.3, S=6.14% (CONTRACTOR TO CONFIRM FLOW PER SEAT 20 GPD/SEA T c� - • n , .ELEVATION) _ NUMBER OF SETAS 36 SEATS 6. THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY SANDY NECK PARK IN JUNE 2007. �I CONCRETE WALKWAY _ _ - (BASED ON 6 PICNIC TABLES @ 6 SEATS PER TABLE) 7. CONTOURS AND WETLANDS BOUNDARIES BEYOND THE SURVEY LIMITS AS SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM W q ,. r 1!fi i • a• .�,a �. . ��� � / .�-- .,� FLOW 720 GPD \ GIS DATA PROVIDED BY THE TOWN BARNSTABLE. "y E aA °� TOTAL DESIGN FLOW -2,751 GPD.-'' 8• ON UNE 29, 2006 THROUGH AN ADMINISTRATIVE CONSENT ORDER WITH DEP, ON THE EXISTING WELL SERVICING THE Q J ( ! / 30' FITTING 8.3 eAr XlSrl '��� SITE WAS MADE A PUBLIC WATER SUPPLY (PWS) WITH PWS ID#4020023. ` / r - _ NHp� NG (OR 3,246 GPD-495 GPD) / / / ��\, _ • rt;:., . RECONssE ro 9. A BENCHMARK, LOCATED 50 TO 75 FEET FROM THE NEW SYSTEM, SHALL BE SET BY THE TOWN PRIOR TO CONSTRUCTION. 161.5' // /° 1 CLEANOUT �'6t,'IvtI�F r1 FFE,2RUCTEp FUR E� SEPTIC TANK WELL SETBAC // /' /°„ TO GRADE .a �S� SEPTIC TANK(200% DESIGN FLOW): 5,600 GAL. 10. THERE SHALL BE NO ENCLOSURE AROUND THE OUTDOOR SHOWER. THE USE OF SQAP AND SHAMPOO IN THE OUTDOOR 150 / / , / \ � \4 � �x � q�,/ 1`• AL / SEPTIC TANK(100% DESIGN FLOW): 2 800 GAL. SHOWER WILL NOT BE ALLOWED. U ZONE 1 / / / 26\ \ \ N INTE RETIRE 00 G WELL SETBACK / / I 1 _� „ = = "r CENTER / TOTAL TANK CAPACITY 8 4 AL., WASTEWATER NOTES O Z P FFE=25.1 USE 7,000 GALLON AND 3,500 GALLON SEPTIG TANKS 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH EXISTING LEACHING 1 i lil / . ` ;' r' // THE STATE ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH (BOH). r-►- FIELD TO B E / ► 2S ( a �,.; .' ,` •_,( ;,;._,, r ,. GREASE,TRAP .` 1 s W ABANDONED IN PLACE ( r 1t+� L . 1 ( / '. - N / RESTAURANT FLOW PER SEAT 15 GPD/SEAT 2. ANY CHANGES-TO THG PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE LOCAL BOARD OF HEALTH (BOH) Z o _(SEE NOTE 14) ABANDON EX18tl SIG / I / / G - - / t 2 .2 4 / NUMBER OF SEATS 36 SEATS STAFF. WATER SERVICE _ / y ' / MIN. GRASE TRAP VOLUME 540 GAL. 3. FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANKS AND GREASE TRAP OR CHANGES TO EFFLUENT FLOW, � � USE EXISTING 1,500 GALLON GREASE TRAP GRADING, OR LANDSCAPING, EITHER ON-SITE OR ADJACENT TO THE SITE, MAY RESULT IN IMPROPER FUNCTIONING OF NIEW , THE SEPTIC AND LEACHING SYSTEM. INFILTRATION I cV \ \ 160' y`f `., /; // ///j j / BASIN // NOTE: THE INITIAL DESIGN FLOW WAS 3,246 GPD AS SHOWN ON THE DESIGN PLANS DATED JULY 9, 2010. 4. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE GRINDER. �Y // IWPA _ _T 1A/ ,. _ /, .�/j/ ; /^ \\ �\ 5. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 YEARS. � \ \ \ / SETBACK EXISTING 8,000 GALLON / \ \ • 6. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY �, \ 1 (1979) - - - _ _ �: g SEPTIC TANK TO BE % ` \ \ \ a CONCRETE STRUCTURES. a a ✓ ` REMOVED (SEE NOTE 14) 1 \, \\ \ VARIANCES `J 1 , /- / 28 - / / ` / \ \ 7. USE SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ��(� 29 2j 26\ /�/ 1 ` - / ON A COMPACTED FIRM BASE. -100 TOWN OF BARNSTABLE BOH LOCAL CODE WAIVERS - - - -" � �� � .� / ` /� / /-��\ � 8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING OPERATIONS AND MAINTENANCE INFORMATION FOR THE SEPTIC NEW. 2" HDPE p., SYSTEM TO THE ENGINEER, AS REQUIRED. Q WATER SERVICE - - - 21 Z� REGULATION 9. THE CONTRACTOR SHALL PROVIDE A DEWATERING PROTOCOL PRIOR TO CONSTRUCTION IF GROUNDWATER IS ANTICIPATED E-Code 360-2. Shifting Sand Regulation DURING CONSTRUCTION. NEW z / \ / / / / - - - / BIORETENTION Po- �'�� / /' . LOCAL UPGRADE PROVISIONS 10. AREAS UNDER THE LEACHING FIELD FOUND TO HAVE UNSUITABLE SOIL MUST BE REPLACED WITH TITLE 5 SAND AS f / / NEW - - - - � � / AREA - -,_ - � - _ s OUTDOOR_ - - - _. _ � �-. / _ _ � '' � _-••- -` ! - / SPECIFIED IN 310 CMR 15.255(3). ANY AREAS THAT.ARE FOUND TO HAVE UNSUITABLE MATERIAL SHALL BE REPORTED SHOWER__ `� o /- - '' - ' / REGULATION REQUIRED PROPOSED TO THE ENGINEER. o �'" 4 o _ - - - - - - _ / NONE 11. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WITH MAGNETIC WARNING TAPE. / 0 / / - - / 3 RECHARGE BASIN- - - - - - _ ` \ \ J- ____ ����- _ - -- 12. ALL SEPTIC TANKS SHALL BE APPLIED WITH 2 COATS OF DAMP PROOFING OR BITUMINOUS MATERIAL. CL g >, FOR OUTDOOR _ _ a x w w Bt5 _ p0- - - - - - - - / / TITLE5VARIANCES SHOWER '; _ _O ` - - -' - �- / 13. A LEAKAGE TEST WITNESSED BY THE ENGINEER ON ALL NEWLY INSTALLED COMPONENTS IS REQUIRED PRIOR TO SYSTEM START-UP. A TESTING CERTIFICATE SHALL BE SIGNED AND SUBMITTED TO THE ENGINEER. REGULATION REQUIRED PROPOSED 14. ALL EXISTING SEPTIC COMPONENTS SHALL BE REMOVED IN ACCORDANCE WITH TITLE 5, 310 CMR 15.354(3). 310 CMR 15.211 Minimum Setback distance to foundation wall 10 feet 8.3 feet A variance of 1.7 feet is being requested (Grease Trap Only). // �, ____ // 310 CMR 15.221(7)Depth of cover over system 3 feet max 4.6 feet max WASTEWATER INSTALLATION INSPECTION NOTES - / I f \ / 1. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO THE ENGINEER, LOCAL BOARD OF 0 \ ( ) / ) // /// / O' / / / / / / / / ` \ \ \\ \\ \\- - - - - _I _ _ 00 f / / / A variance of 1.6 feet is being requested. HEALTH FOR ANY INSPECTION. O \ ) / / / / / / ti / EXISTING WELL BUILDING \ \ \ - - - / NOTE: THE VARIANCES REQUESTED ABOVE WERE APPROVED AS PART OF THE N ° ') ( ) / O // / // / // j�/ / i i • / / l / \\ \ \\ i i / PREVIOUS SUBMITTAL DATED DULY 9, 2010. NO ADDITIONAL VARIANCES ARE BEING 2. ALL WASTEWATER SYSTEMS, INCLUDING THE LEACHING SYSTEM, SHALL BE INSPECTED BY THE ENGINEER AND DEP, OR f f ) / / / / // // / / / / / / / \ \ \ \ \ - - - - / / REQUESTED. THE LOCAL BOH REPRESENTATIVE PRIOR TO BACKFILLING. AT A MINIMUM THE FOLLOWING ITEMS SHALL BE INSPECTED: -' 2.1. EXCAVATION OF LEACHING FIELD PRIOR TO PLACING SYSTEM STONE/COMPONETS .� t I ( ( ) N //// / / \\ \ \\ \\ o T // 2.2. LEACHING FIELD COMPLETE INSTALLATION PRIOR TO BACKFILL 2.3. ALL SYSTEM COMPONENTS BASE AND INSTALLATION PRIOR TO BACKFILL / \ \ TITLE 5 REQUIREMENTS 2.4. START UP TEST Or SYSTEM WITH ALL COMPONENTS INSTALLED AND FUNCTIONING AS DESIGNED SCHEDULE OF ELEVATIONS PRESBY SYSTEM = b ` i ` // / / / // /// //!�// / / / / / / / /l /- 5 INV. EL. 2.5. FINAL INSPECTION OF BACKFILLED SYSTEM a, 4 ` / / // / / / / �/ ✓ / /, / / \ SOIL ABSORPTION SYSTEM (RESERVE AREA ONLY) Design Flow 2,751 3. THE CONTRACTOR SHALL'BE RESPONSIBLE TO MAINTAIN UP-TO-DATE AS-BUILT DRAWINGS AND NOTES INDICATING THE HORIZONTAL "O cat ���� I ) No. Beds 2 AND VERTICAL LOCATION WITH TWO TIES OF ALL SYSTEM COMPONENTS INSTALLED. THESE AS-BUILT DRAWINGS AND NOTES WILL BE v c / 1- UTILIZED BY THE ENGINE FOR THE PREPARATION OF ELECTRONIC RECORD PLANS. ^ o N 5 l ) ( LEACHING SYSTEM USED: BED Flowperbed 71,375 o - \ TOP OF FOUNDATION 25.65 BUILDING SERVICE 22.58 DESIGN PERCOLATION RATE: 2 MIN./IN. max flow per section 500 PRESBY SYSTEM NOTES a ( SOIL CLASS: I #Sections 3 1. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH IENVIRO-SEPTIC WASTEWATER TREATMENT SYSTEM MASSACHUSETTS O >0- ( ( / ) I / GREASE TRAP SERVICE 22.65 \ LONG TERMACCEPTANCE RATE(LTAR): 0.74 GPD/S.F. Table A PresbyGuide DESIGN AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS. FOR PRODUCT INFORMATION OR THE NEAREST o o ) DEALER CONTACT PRESBY ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598 PHONE 1-800-473-5298 T TOTAL AREA REQUIRED: 3,718 S.F. Commercial per 100 gpd 50 _ WWWPRESBYENVIRONMENTAL COM a p o \ / EXISTING 1,500 GALLON GREASE TRAP-INLET 22.14 / / / / / / / I , \ EXISTING 1,500 GALLON GREASE TRAP-OUTLET 21.94 Total L.F. Required 1,375 ' TOTAL AREA PROPOSED: L.F. per section 230 2. MINIMUM OF 6" OF MliDIUM TO COARSE SAND WITH LESS THAN 2% PASSING A # 200 SIEVE (ASTM C-33) REQUIRED C:) ; ZO // / _ / ` m / ) / TEE WYE AT BUILDING SEWER 21.81 AROUND CIRCUMFERENCE OF ENVIRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND Registration: L.F. per bed 688/�• / �, // / j /� / / / / J ( \ � FILL SPECIFICATIONS.) jNOF4� 7,000 GALLON SEPTIC TANK-INLET 20.93 62'L X 60'W 3�720, 5- �• , TOTAL ALLOWABLE FLOW: 2,753 GP D Table C Presby Guide 3. INSTALLER ADVISED TO CONTACT DIG SAFE PRIOR TO CONSTRUCTION. o� s i I s r $Z,5O / / 7,000 GALLON SEPTIC C TANK-OUTLET 20.68 � FAT PIU / / .•�""'! - QZ 0 / / / / \ \ ( L.F. per section 240 LEE « .CL L i / / ` / / / 53 \ 4. DO NOT INSTALL SYSTEM ON WET OR FROZEN GROUND OR LEAVE SYSTEM UNCOVERED FOR EXTENDED PERIODS OFca / / \ USE 162 X 60 LEACHING BED(RESERVE AREA ONL 1� L.F. per bed 720 CIVIL 3,500 GALLON SEPTIC TANK-INLET 20.66 '� TIME. \ Total L.F. 1,440 No.42624 3,500 GALLON SEPTIC TANK-OUTLET 20.41 5. NO DRAINS, HOT TUBS, SAUNAS, GARBAGE .DISPOSALS ETC. SHALL BE INCORPORATED INTO THIS SYSTEM UNLESS '$o Area provided OTHERWISE SPECIFIED. , ECG 04ree D-BOX-INLET 20.40 (V center to center spacing 5.5 6. PRIOR TO BACKFILL OR PAVING OVER THE SYSTEM, THE DRAFT AT THE DISTRIBUTION BOX FROM THE BUILDING ROOF � �/ /r „� - _ _ � / / / \ D-BOX-OUTLET 20.23 a7 // / spacing bettaeen pipes 0.5 STACK VENT SHALL BE TESTED TO ENSURE ADEQUATE AIR FLOW. / i / / / \ Line length 60 Project Number: Sheet _ BREAKOUT 20.66 PRESBY MAINTENANCE SCHEDULE / / / s / / / TOP OF SYSTEM 20.66 Min. Area required(Table D Presby Guuide) 1. THE DEPARTMENT OF ENVIRONMENTAL PROTECTION'S TECHNOLOGY APPROVAL REQUIRES ALL ENVIRO-SEPTIC SYSTEMS TO 6129 10 of 15 GRAPHIC SCALE / / / Commercial per 100 gpd 81 PRESBY INVERT IN 19.75 BE INSPECTED ANNUALLY. INSPECTION SHALL BE CONDUCTED BY THE TOWN OF BARNSTABLE AFTER 1 YEAR. -0 20 0 10 20 40 80 / / / min area req. .'2,228 ^� p // // >5 BOTTOM OF SYSTEM 18.66 area provided :2,418 2• PRESBY ENVIRONMENTAL INC. REQUIRES THE ANNUAL INSPECTION TO BE COMPLETED BY AN OPERATOR TRAINED BY area Number: E _ .- / ESHGW(TP-3) 10.30 PRESBY ENVIRONMENTAL, INC. TO INSPECT ENVIRO-SEPTIC WASTEWATER TREATMENT SYSTEMS. C- CO) / 52 \ 3. A PERPETUAL MAINTENANCE AGREEMENT IS REQUIRED. (1 IN = 20 FEET) / r t -- i I CONNECT TO EXISTING 6" SCH. 40 PVC FROM BUILDING SERVICE CENTER COVER 7,000 GAL. SEPTIC TANK CENTER COVER 0 l FLEXIBLE COUPLING (TYP.) WITHIN 6" OF FLEXIBLE COUPLING (TYP. WITHIN 6" OF ROVIDE WATER PROOF PAVED AREA LANDSCAPED AREA o x I FINISHED GRADE FINISHED GRADE RISER, FRAME AND u, PROVIDE 24" DIA. WATER 6" SCH 40 PVC TO 3 50 PROVIDE 24" DIA. WATER 6" SCH 40 PVC SECURE COVER TO I ' PROOF FRAME AND SECURE GRADE COMMON FILL/ 5 PROOF FRAME AND SECURE GAL. SEPTIC TANK TO D. BOX EL. 25.1 ORDINARY BORROW COVER TO GRADE (TYP.) COVER TO GRADE (TYP.) I ( ( I I COMPACTED GRANULAR FILL ,EL 25.3 EL. 25.0 I I PAVED PARKING " i : .: o ILL - — DEPTH AND SURFACE o 3 TREATMENT VARIES _ .. ,.. — — CL :. .. . ; .. .. . .. I l i l-- :• -IIILL . . ... .. .. FLOW ' ` • •• , ....; i I I-i I I _. -. .._. • -1 I I=1 I ; - _ — 0 I—III- �� �� �� , t �� i cn III,,,,,III,,,: / / / , , /, /� I » 4" SCH 40 PVC TO 4 SCH 40 PVC . •....:...... : . 19:.4 VARIES ;\\/�\//\O//\ a ° \ \ \/ VARIES ,O Q 29" MIN _ PRESBY LEACHING FIELD \/\/\/� < " /\/ /%/% ---� I.. FROM 3,000 GAL \ N N o I 1 Q" MIN. -I -f-- I 10" MIN. -' A10012X28VC EFFLUENTJff SEPTIC TANK-I - �-IIII-I�► - III=III-;,III- // // 3" MIN. 20Q% OF DESIGN FLOW-5,600 GAL. FILTER (ZABEL OR \ \ i i i 3 MIN. � 4 4 a 3 MIN. 7,000 GAL. PROVIDED APPROVED EQUAL) i // // GAS BAFFLE 3 MIN. 6" OF 3 4„ a / 100% OF DESIGN FLOW-MIN. 2,800 GAL UNDISTURBED COMPACTED CRUSHED 3,500 GAL. PROVIDED EARTH STONE BASE B NOTES: VARIES 11 OUTLET DISTRIBUTION BOX INSTALLED ON LEVEL STABLE G \//�// ° \ \ VARIES w._ a.e . , .. * ,., ... ,. ... ., . . . .. :. . .. TRACER TAPE F ., . , ...... :: EL. 13.6 EL. 14.2 9" CRUSHED STONE BASE 9" CRUSHED STONE BASE .` . . 'j. 2. BASE.STALL FIRST 2 FEET OF OUTLET PIPES LEVEL. SIX OUTLETS USED, 5 �j/\\,/\ ° �j/\\j - - -� - ,_ .. . _,.,, .,_.. .% r. . . .-�_ .._._.u OUTLETS CAPPED \ \\ ° ° o a \/\\% c W 3. PROVIDE SPEED LEVELERS ON ALL OUTLET PIPES. VARIES /��\ °° a NEW 7,000 GALLON SEPTIC TANK (H20) NEW 3,000 GALLON SEPTIC TANK (H20) NEW 11 OUTLET DISTRIBUTION BOX DETAIL (H20) �� �r NOT TO SCALE _T NOT TO SCALE NOT TO SCALE 6" (MIN.) �j\\j\ _X "IX INSTALL NON-WOVEN o ROTONDO PRECAST OR APPROVED EQUAL ROTONDO PRECAST OR APPROVED EQUAL /\/\/� \/\ FILTER FABRIC IF C� m E M Y \ GROUNDWATER IS = E �°, �,,, m l PI E \%\\%\ .\\\j\\% PRESENT ,a; �o� �, W 6ZE PRESBY E1NVIRONMENE SEPTIC oco�EsNC� DIAM ER \ j� ; j\\� COMPACTED PEAINN W Q ,° o a Route 117 PO Box 617 • Sugar Hill,NH 03585 / j\\j\\� GRAVEL (SEE NOTES) ,L p Tel 1-800-473-5298 • Fax: {603)823-8114 » \//\// \//�/��/� .Q y •� M O www.Presbvenvironmental.com • info@Presbyeco.com 6 (MIN.) \ \ \ �� as a) V , , a 4"0 PERFORATED INSPECTION PORT TO BOTTOM OF 2 THICK POLYURETHANE _ r, r, 9 MIN PROVIDE NEW WATER �° \\�INSULATION WITH PVC i 10 C � ao w 3' MAX TIGHT RISER, FRAME AND SYSTEM SAND AND THREADED CAP WITH CURB BOX 2 MIN OVER �i�//\ '\j�\j/\j/ j\%/\j/\j/\//\j/\// r 0 y _ ; TO GRADE. WRAP PIPE WITH PERMEABLE GEOTEXTILE \/ /\/\/\ \/\/\/\/\ \�JACKET PLACED AROUND o ea a o COVER TO GRADE (TYP.) \ \ � j\\/j\\/j\\/j\\/j\\/j\\/j\\/j PIPE WHERE REQUIRED = �' °' �' �' "' A-• FABRIC TO ELIMINATE SAND INFILTRATION. (SEE SITE \/\/� - PLAN FOR LOCATION) ENVIRO-SEPTIC ' �\\�\ \ �\��\/\� j, \/\ I!�I I AND SEED -I 1 ,> /i /�\/�\ i I - - - - - - - - - -_- -_- - - - - PAVED PARKING PIPE 12 (MIN.) -_ - - - - - - - _ _ _ _ _- CORE NEW HOLE z COMPACTED SUBGRADE _ BACKFILL _ - - - - - _� ,,J l , T w NOTES: D PROVIDE C LL ��- - - - - LEAN BACKFI •-•-' <- - - - - - - - - - - - � 1 CAL OR HORIZONTAL • a ° •. _ 2' •. GRAVITY SEWER AND FORCE MAIN SMALL BE INSULATED WHEN VERTICAL _NEW SCH 40 MIN SOIL COVER IS LESS THAN 4 FEET AND WHERE SHOWN ON PLANS. (� - PVC OUTLET PIPE EXISTING _= �� - - - - - - - _ SCOPE ;, . +;. 2. BACKFILL PLACED IN UTILITY TRENCHES INCLUDING DISTURBED AREAS SURROUNDING .may KITCHEN MID DEPTH ___'- - - - . .: � ar,`.•. UTILITY TRENCHES SHALL BE PLACED AND COMPACTED IN 12 (MAX.) VERTICAL LIFTS. 3. TRACER TAPE FOR NON-FERROUS PIPE SHALL BE CONSTRUCTED OF A METALLIC CORE SERVICE ="i I - OF TANK __- —) I �OpE •'� BONDED TO PLASTIC LAYERS. THE METALLIC TRACER TAPE SHALL BE A MINIMUM 5mm ``�, ''+ X 1 I I I I== :' __—PROVIDE NEW SCH 6 SYSTEM SAND THICK AND MUST BE LOCATABLE AT A DEPTH OF 18 INCHES WITH ORDINARY PIPE _ -�_ 40 PVC INLET AND i I = I =1 ( 1=1. I I—I I I PLACE WASHED V I OUTLET TEES WITH =1 I I—�I I—III—I I (—f =1 I STONE AROUND ENVIRO-SEPTIC LOCATORS. - 12" -------SUPPORTS AS ( I I—� I I I i ELBOW PIPE 4. PEA GRAVEL SHALL CONSIST OF CLEAN, HARD, ROUND PARTICLES OF GRAVEL MEETING �+ � 't ' 64 - - —NECESSARY NATURALLY OCCURRING PERVIOUS THE FOLLOWING: PASSING SIEVE SIZE PERCENT SSI G EXISTING BAFIFF - I� _ I I I� MATERIAL OR TITLE 5 SAND FILL DRILL SEVERAL 1/4 0 HOLES AT LOW POINT OF 3/8 85-95 WALL (TO BE i I UNDISTURBED EARTH -I I I I I I— ELBOW TO DRAIN CONDENSATION. LOW POINT MUST NO. 4 5-15 CONFIRMED DURING BE ABOVE SEASONAL HIGH WATER TABLE. NO. 8 0-2 CONSTRUCTION) NOTE: THE CONTRACTOR IS RESPONSIBLE 5. CONTRACTOR SHALL ACHIEVE 95% COMPACTION FOR THE BEDDING. TRENCH BACKFILL FOR PUMPING THE EXISTING GREASE TRAP UNDER ROADWAYS SHALL BE COMPACTED TO 95%. PRIOR TO CONSTRUCTION ENVIRO-SEPTIC LOW VENT EXISTING 1 ,500 GALLON GREASE TRAP DETAIL ENVIRO-SEPTIC EFFLUENT DISPOSAL AREA OBSERVATION PORT NOT SCALE SEWER NOT TO CA DETAIL Q �^ NOT TO SCALE NOT SCALE RIOT TO SCALE MIN. 1 5.5 MIN. 1 PAVED PARKING N coo '' 111` �- 11= 1=III-IL-l-lili_i'I I -Lip li- IIi_ it-I _I1= ' SYSTEM SAND PROVIDE 6" CURB BOX MOUNTED 4-INCH PVC FLUSH WITH GROUND 4„ THREADED CAP CD RAISED CONNECTION (TYP-) 6' 1 2 12 ENVIRO-SEPTIC PIIPE a cn - - - -- 6" -1 11= I I III-1 11=P i 1= 4 I-I 11=1 I I- u o =1 11=1 I I=1 I ,=o i M'd 1=1 11=I I I=1 I I—,I 1 I- OFFSET ADAPTOR TYP. 1= — I i— — = I — ' ' ' 77 PROVIDE ADAPTER TO 45 DEGREE PVC BEND z ( ) I -I -III- —I 1 I I i i l I - I JOIN SEWER OR LATERAL AT END OF LINE z 6" LOW VENT (SEE I COUPLING (TYP.) WYE WASTEWATER PLAN a IN LINECONNECTION FOR �\p o \p 1.0 10.0 TYP. NATURALLY OCCURRING PERVIOUS TO 4-INCH ELBOW CQ a c � � at N � � FOR LOCATION) MATERIAL OR TITLE 5 SAND FIILL - O m 6" LOW VENT MANIFOLD (TYP.) p NUMBER OF ENVIRO-SEPTIC LINES: 2 BEDS: EACH 12 0_ [� 8 x a LINES: CENTER TO CENTER SPACING :5.50 FEET: 3 SECTIONS PER BED EACH WITH 240 L.F. ENVIRO SEPTIC c PIPE RS AT � 19.5' N ALL DISTRIBUTIONBOX IDE SPEED E OUTLETS N m _ ENVIRO-SEPTIC EFFLUENT DISPOSAL AREA CROSS SECTION TYPICAL CLEANOUT DETAIL NOT SCALE NOT TO SCALE NEW 500 o , 60.0' SEPTIC TANK GALLON 62.0 0 U f 62.0' NEW 7,000 GALLON 60.0' SEPTIC TANK .s� o 0 m .0 + - - O O T N N � � � y A 19.5 � � .� 1� N � in E--� ° x''a w A Registration: z NS o OF 1f G ++ •L FAT PIU � LEE M CL OBSERVATION CIVIL PORT (TYP.) �� r. BUILDING SERVICE (SEE N PROVIDE SYSTEM SAND 1' BEYOND ENVIRO-SEPTIC WASTEWATER PLAN) �roNAL PIPE AROUND ENTIRE SYSTEM (TYP.) zT Project Number: Shee : O (SEE PRESBY ENVIRO SEPTIC SYSTEM NOTES NO. 2) 6129 11 of 15 (U 0 ENVIRO-SEPTIC EFFLUENT DISPOSAL AREA Drawing Number: E NOT SCALE - 11 " J LOCUS mg INSPECTOR: E. KITTILA INSPECTOR: E.KTTTiLA �--_� ISOIL EVALUATOR:1D.STANTON -- ;SOIL EVALUATOR!D.STANTON---j- ISOIL EVALUATOR:;D.STANffON-_ I ';SOIL EVALUATOWD.STANTON ! �S° � '�'..+'' � "��*��; ac= �Z; {"� � E BENCHMARK ° ❑ ! i _i L 1 15/26/2010 i :DATE: ;5lzs/zo110_ i DATE j512Ei12o10 ---� °" - , r� ` C r ``�--, DATE I--' --5/26/2010 - DATE:- -__.___ - -- -.. _.__-. ._._ __ ' `~L-� PERC#: --._ ---_E -- 12956 i i2956 PERC# 112956 _ PERC# 12956 - -- --- PERC#_-v - _- ---- - TOP OF SPIKE -_ _ °`'�L° --------- { -.-_._....--._._-------._--I-----i"-�--_.-,-._._-'- ---- -__ _i.._�--_-------- , I I :,, ;�j�,qC,�.'"'�,�.(� ' '�. •N g'� ••:�\` .ten :.s�' •�',>� �.. I LEV.=25.63' SEE GENERAL NOTE 9 `�--o ? i-- 7P"1 ! TP 2 T! { TP.4 � �� E ( ) -- ----_ --- -----... .I ._ -i...---- - --- --.... ' f`firs _ TP-3i' I -.._...-_-.-, -r_ - --- - --- - - -- - --- - -- - - ❑� - 0.0 i I 25_7 0.0 i '25.5 I--0.01 I i i 20.3 i 0.0 i i � 20.5 °ku r �-��(n o.,�� n a r,, -A r �� - � � � --j'-_---__i.. - 1 i _.s `C •�^�..,� _'I ,I!, `1<., I A� �'• /f _ -_ - _ _ I -I .�-._. _I i REPAVE PARKING _ _. A :! A { ---- -.. -- -- -- I A- ---- - ! A _ ��'-_ - - p�� •. k _L/,. ti .a� _ -- -- ---- --I------- ! �1 :, s �r'-�-\_�j��e 1p'y:t-o="n'P'.l`_i ` __` _ •�rt^_l';-1V- -i _r%.--.-_� .�.- N LOT MATCH OBSERVATION 11-OUTLET DISTRIBUTION BOX PAVEMENT PAVEMENT _ g RT (TYP. 2 3{. 0.3 PAVEMENT - - BWATER B - - - - - - - - 275f TO 20.0 0.5 20.0EXISTING GRADE 0. .6 24.9/ / ( LOAMY SAND LOAMY SAND I i LOAM)Y SAND f LOAMYSAN% D t '�✓r' `) '� / _ +_ `�~ " " ��h� - � c V •� I ! �_0 _ I r - ° ❑_ EXISTING CATCHBASIN I 1.3I, 10YR5/6 24.4 I 1. I, ( 10YR516 { 1.7 i, 10Y'R5/6 10YR5Ai � 'v j 2.JJ �-_ :, - _ - ,� r.,• J ,' ! I 5: 24.0 I--- ! 18.7 _ ,>,h• i _ �1 a i®© 18. 18 - 1 t,,.. ° TO REMAIN (TYP) r -I - C - - C ! - C --- --i- - - --- `I< .,1 "`Jf � N''•9. �_ ! _ 6 Q i { � LOW VENT• /� � EpGE (-- \ � �� i i 1 1 ��; �,>`,�'4.;°�'���u>t>��� •o:./a�1�' �` � ';� .,� spa,.. _ - _ __ l_rJ.,r_•.� �.,•- O,_ \ �• ❑ ,I ' ; I ' .��.'•1.: .i'' '6b•�7': 'Ct_._��� ) C:✓'_ •s'�. ���1 . '!` ti .a�' �.!' t!V"'Y. "_. ..,x.= m (,) (TYP. 2) / P4V, 15 SCH 40 PVC `--�- �, / / �M . EDGE ° i -- M-F SAND i M-F:SAND LOCATE - L=1.5 S=1� OF PAVEMENT .__---�------------- ------j_--------- ---__-;--------- ------ ----- •r.;�:��?•tiE� •��� _ 41 � a,�1; � - _ - -- l it / 43.2 / AVEMENT , 2.5 Y 712 1 f i 2.5!Y 712 , i �..- c_ ,1�y °� BEHIND FENCE / � � � �r / / i � I � � '� �., ���I'Mp�.: \\r,■ � � •._ ._:�- .f�\ � _ ��� _.. � / NEW 3 500 / 1 46 DEPTH OF M-F SAND 48 DEIPTH OF i M-F SANG \ - i / { 'ERC t` 2.5Y7 2 ! PERC15 GALLON SEPTIC 2.5Y712 GZ 1N/NCHTANK G2 I! .f.i,,,,,cc`"c' , I,jiv. �l',-I.,,yu ar'., (,//4//�,,•j `"_\1�''ltere��-..,i/. a0; '.7o"Ibe��a.'ti�°,��''�' :•��1(�-��^/�iJ' i■ '� "~ ■ M1NJ✓lNCH PERC RATE i o `�+• , r ,r 1 PAVED i ! } ! 4 r I ♦ IC r� U J- - 25. 6 SCH 40 PVC PARKING W 6 . L=2./0 SJ=I 1/�/ ---_L._O T 12.0 I-' --.----.-I - -----.__. ---1-3--.--7----s------1-2--._0-,-,- --- i 13.-5i --_..1_.0.0 I 10.3 10.0i �,•,(. q�,q3,T."t°A'*�.-"`,�a;aL` ',1'��:�y�:.,,. 1. 'zF*r�l"�°1 a rr:?^��>?r r}_^amn'��i,"i�r G 12 NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED NO GROUNDWATER(OBSERVED NO GROUNDWATER OBSERIrEDZO 62.0 �w --_� --.1-� - NEW 7,000 GALLON �K` '�-- - 1 �4Gs� y ' d Z;- +i �� �,^'1 IoYe3 a'rn�tabe ti: _ o m 27.9 - '-�-__--_ - SEPTIC TANK �: , z ��� r 1�• �=�r �; �• ,� 4 :` �,� _ S = U f > r b�•. m L�,, fi Jam. �'�M .i r� c -1 1� V ?�'� 'i - @ o s� w \ p' _ _``_`�` _ __ "' c° `-t*> t y a Lio fo• . 'I:i +f+ ./.,r O p Q � � -. _ .`�-`"---- �- / /4 \ 'mac c•� �"•��tl c'f =-^a' t�^•�'#'1 ,`- j�, --\ •Rr' a .F.� •� ,�" N � k aNi NEW DECK AREA \' / ?� �r -�•<'`'�', ; ;s• + �' •:: �,•s y,���- �.,� � '�, _=�-`- � d "rot o 0 0 - EXISTING DISTRIBUTIO \ BOX TO // 1 1 j � I ✓// 1 Q �' a i `O M ___ ) DESIGN CRITERIA VICINITY MAP N i •� •°c '3M � pF 3.0 TYP 10.0 / N / / v BE REMOVED (SEE ROTE 14 / 62.0' ` TITLE 5 l USE PUBLIC PARK, TOILET WASTE ONLY GENERAL NOTES Graphic Scale L. `' 0 cc co > .. 4" SCH 40 P\\l,,'C RESERVE FLOW PER PERSON 5 GPD/PERSON 1. 425 SANDY NECK ROAD, ASSESSORS MAP 263 LOT 1. oo o -�=�� _ f , \ =6. S=2. �o LEACHING NUMBER OF PEOPLE 400 PEOPLE 1-inch = 3,000 feet = rn o, con o o CUT AND PATCH 19.5 �. - --_ �: I 1 \ \ L \2 AREA ' (BASED ON 200 PARKING SPACES @ 2 PEOPLE PER CAR) 2. THE PROJECT IS LOCATED WITHIN THE SANDY NECK / BARNSTABLE HARBOR AREA ZONING DISTRICT: RF-1. / EXISTING PAVEMENT - tn! 1 \ -�'`�-- - •�' '-~'`"-`'`= REUSE E ISTING 1,500 ' FLOW 2,00o GPD / / -��� �--a� - 1 - 1 \ \ 60.0 3. THE FEMA FLOOD INSURANCE RATE MAP (COMMUNITY PANEL NO. 250001001 D; DATED JULY 2, 1992) IDENTIFIES THE TITLE 5 LEACHING, ����.� �- GALLON GREASE TRAP MAJORITY OF SANDY NECK ROAD THE PARKING LOTS THE BATH HOUSE AND CONCESSION STAND AND THE PRIMARY AREA REQUIRED - --�`�- '-�i_'�--- p \ _� _-� TP# / USE LIFEGUARD ROOM, MULTI-PURPOSE OFFICE DUNE AREAS ALL WITHIN ZONE C. C, �`-'- - _._ 6 SCH 40 PVC 000 SF 75 GPD/1 C / 60'X62' `` ``'�-- -'`� � L_ # FLOW PER 1, ,000 SF l`I / ( ) -- ••--- \ , �- ` L=ji3', S=2% TP 4 4. THE PROPERTY IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT. PAVED OFFICE AREA 413 SF PARKING �' f_ \ ``�`:': \ \ K\\\Yam'~\f! ' FLOW 31 GPD 5. THE EXISTING TOPOGRAP,IY AND LOCATION SURVEY DATA AS SHOWN ON THIS PLAN WAS TAKEN FROM A PARTIAL FIELD NEW 4 SCH 40 PVC MATCH EXISTING I ( SURVEY CONDUCTED BY THE TOWN OF BARNSTABLE AND TAKEN FROM THE PLAN ENTITLED "TOPOGRAPHIC PLAN OF LAND LOT PRESBY ENVIRO-SEPTIC ,... �"�' =- ` ` `� \ o- - GREASE TRAP INLET PIPE SIZE AND ELEVATION) USE RESTAURANT, FAST FOOD IN BARNSTABLE (W. BARNSTABLE) MA FOR THE TOWN OF BARNSTABLE D.P.W. - SURVEY SECTION" REVISED JANUARY 5, / LEACHING FIELD - ``� L=8.3, S=6.14% (CONTRACTOR TO CONFIRM 2010. FLOW PER SEAT 20 GPD/SEAT / y� r ••.-•' .Y,,n T:..ELEVATION) 5' 1 NUMBER OF SETAS 36 SEA TS 6. THE WETLAND DEUNEA11ON SHOWN HEREON WAS CONDUCTED BY SANDY NECK PARK IN JUNE 2007. CONCRETE WALKWAY O� ` @ ) 7. CONTOURS AND WETLANDS BOUNDARIES BEYOND THE SURVEY OMITS AS SHOWN ON THIS PLAN HAVE�- (BASED ON 6 PICNIC TABLES 6 SEATS PER TABLE �j E BEEN TAKEN FROM V FLOW 720 GPD ,' / '�� -„� } T ��/ 4.. •�•f _ / `` GIS DATA PROVIDED BY .HE TOWN OF BARNSTABLE. Ekl I TOTAL DESIGN FLOW 2,751 GPD B. ON JUNE 29, 2006 THROUGH AN ADMINISTRATIVE CONSENT ORDER WITH DEP, ON THE EXISTING WELL SERVICING THE Q�i 8.3 Qqr Sjj of �� SITE WAS MADE A PUBUC WATER SUPPLY (PWS) WITH PWS ID#4020023. 30' FITTING t,. �y HHp p ENG :„ / (OR 3,246 GPD-495 GPD) , RECON$r TO B J 9. A BENCHMARK, LOCATED 5i3 TO 75 FEET FROM THE NEW SYSTEM, SHALL BE SET BY THE TOWN PRIOR TO / f 161.5' / / / ! I CLEANOUT \ MI ., FEE, RUCT '� ' SEPTIC TANK CONSTRUCTION. f ':' ; Llt :.:'. S 25.ss Ep ':•r�r UTUREi WELL SETBAC / / TO GRADE .•.. ,o • :, ( tAQ �- RA SEPTIC TANK(200% DESIGN FLOW): 5,600 GAL 10. THERE SHALL 8E NO ENCLOSURE AROUND THE OUTDOOR SHOWER. THE USE OF SOAP AND SHAMPOO IN THE OUTDOOR 150 / , / s' .' : . ,S'r OUN �. / SEPTIC TANK 100% DESIGN FLOW 2,800 GAL SHOWER WILL NOT BE ALLOWED. ZONE I / / ,' �-� 26 \ \ Y. . '�' pArroN :':If INTERPRET i / TOTAL TANK CAPACITY: 8,400 GAL WELL SETBACK / / l / :. '' 1, CENTER f WASTEWATER NOTES -``' \ cl•��'� • � ,; , USE 7,000 GALLON AND 3,500 GALLON SEPTIC TANKS Z J '.: / ` , FIFE=25.15 / 1. UNLESS OTHERWISE `!0,-i . ALL SYSTEM COMPONENTS AND CONSTRUCTION MENODS SHALL BE IN ACCORDANCE WITH Q;0 EXISTING LEACHING / r f ��� `.:.;,' , / THE STATE ENVIRONMF1 A I LLr�• I � � r ..+.,Df AND THE RULES AND REGUTA�IJNS OF '�i{E !CiCAL BOARD OF HF;ALTIi "}30t11 � / 2S FIELD TO BE / �' / �-��+,.,�.. . 1 / � GREASE TRAP '' 1\ q ABANDONED IN PLACE ( // �/ / ° �,.,, : / 25 ( // RESTAURANT FLOW PER SEAT 15 GPD/SEAT 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE LOCAL BOARD OF HEALTH (BOH') 4� ` (SEE NOTE 14) /ABANDON EXISTING _ _ _ / ?; l , / / \ j - / NUMBER OF SEATS 36 SEA TS STAFF. '� 7 O 3 I WATER SERVICE-. : . _- _ / / / '`;. ,� //�//24 / / I /' MIN. GRASS TRAP VOLUME 540 GAL 3. FALLING TO PROPERLY I!JSPECT OR PUMP THE SEPTIC TANKS AND GREASE TRAP OR CHANGES TO EFFLUENT FLOW, \ ` USE EXISTING 1,500 GALLON GREASE TRAP GRADING, OR LANDSCAPING, EITHER ON-SITE .OR ADJACENT TO THE SITE, MAY RESULT IN IMPROPER FUNCTIONING OF "� : t { %' //'%///' , / NEW i i THE SEPTIC AND LEACHM' SYSTEM. / INFILTRATION 1 ` - BASIN 4. THIS ON-SITE WASTEWFER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE GRINDER. N \ 160' W/, ' �/'// //' / / NOTE: THE INITIAL DESIGN FLOW WAS 3,246 GPD AS SHOWN ON THE DESIGN PLANS DATED JULY 9, 2010. �i _. / /� /%�•�' // 5. THE OWNER SHALL INSPECT AND PUMP �i CEO \ ` \ // IWPA = __---->�_- � i •:�' ': `''�- -•iI{/ ��' - / � \ MP THE SEPTIC TANK ONCE EVERY 2 YEARS. 1 1 1 SETBACK - EXISTING 8,000 GALLON N ) r - - - ♦..�;,. ..• SEPTIC TANK TO BE 1/ \ \ 6. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY �_ N 1 1 \ \ -~ 1 REMOVED (SEE NOTE 14) \ \ \ CONCRETE STRUCTURES. `/ I 1 1 / �' IL VARIANCES 7• USE SCH. 40 PVC PiPINIG,WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED a �_ I - TOWN OF BARNSTABLE BOH LOCAL CODE WAIVERS ON A COMPACTED FIRM SASE. C \ T� \ .1CO 1 \ '� B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING OPERATIONS AND MAINTENANCE INFORMATION FOR THE SEPTIC NEW 2 HDPE - / \ r� - -� / � � �- - -- - SYSTEM TO THE ENGINES:R, AS REQUIRED. WATER SERVICE - _ 2Q / '� 2� - _ REGULATION A / 9. THE CONTRACTOR SHALL. PROVIDE A DEWATERING PROTOCOL PRIOR TO CONSTRUCTION IF GROUNDWATER IS ANTICIPATED � �. � / / � � / / / / / ` •_. � / �. � � B 1 L 1� �� � � - E-Code 360-2. Shifting Sand Regulation NEW r r DURING CONSTRUCTION. rn "Q �� r / / / / -' - - �� / BIORETENTION �'' f J / LOCAL UPGRADE PROVISIONS 10. AREAS UNDER THE LEACHING FIELD FOUND TO HAVE UNSUITABLE SOIL MUST BE REPLACED WITH TITLE 5 SAND AS Z `, / / // OUTDOOR - - -_ -- � � �� v / AREA � - � � � � � r � = � -- - / SPECIFIED IN 310 CMR 15.255(3). ANY AREAS THAT ARE FOUND TO HAVE UNSUITABLE MATERIAL SHALL BE REPORTED OUTDOOR_ - � � / r SHOWER_ - 2 /! 1 - TO THE ENGINEER. 3 O \\ ` _ - ! , r _ / / REGULATION REQUIRED PROPOSEID a i o o a4io •� / \ \ ,� - - - L NONE 11. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WITH MAGNETIC WARNING TAPE. h / � / � /// // /// RECHARGE BASIN-' - '` � � � �� `---' � - - - - - -- � / � O / / - - _ /` 1 �,-- " " - / 12. ALL SEPTIC TANKS SHALL BE APPLIED WITH 2 COATS OF DAMP PROOFING OR BITUMINOUS MATERIAL. M •v / / \ / / / / / / / , FOR OUTDOOR- - - - - - - -- - - - _ - p - - - f/ / TITLE 5 VARIANCES a C-� \ \` f � / / - r - - � � .� �\ � _ - - - - _ � � -- - � // 13. A LEAKAGE TEST WITNEvSED BY THE ENGINEER ON ALL NEWLY INSTALLED COMPONENTS IS REQUIRED PRIOR TO SYSTEM REGULATION REQUIRED PROPOSEm START-UP. A TESTING CERTIFICATE SHALL BE SIGNED AND SUBMITTED TO THE ENGINEER. tD / OC 14. ALL EXISTING SEPTIC COMPONENTS SHALL BE REMOVED IN ACCORDANCE WITH TITLE 5, 310 CMR 15.354 3 . ( ) 310 CMR 15.211 Minimum Setback distance to foundation wall 10 feet 8.3 feet N / \ / f f ( / / // i////�j j%r= --� - -�\ \\ \\ \\ - tr fit, ` / A variance of 1.7 feet is being requested (Grease Trap Only). / \ I 1 I 1 ( / \ `, -- t _ / 310 CMR 15.221(7) Depth of coder over system 3 feet max 4.6 feet max( WASTEWATER INSTA,!uLION INSPECTION NOTES I - ` 1 // / /f /� /J Of l /r l f / f// �/` \ \ \\ \\ \\ / / A variance of 1.6 feet is beingrequested. 1. THE CONTRACTOR.SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO THE ENGINEER, LOCAL BOARD OF / / \ \ \, - - - __ _ _ _ D / q HEALTH FOR ANY INSPEC?ION. / /j) �, / // ,/ EXISTING WELL BUILDING \\ \ \ \\ \ - - ~- - - ' /' / NOTE: THE VARIANCES REQUESTED ABOVE WERE APPROVED AS PART OF THE /�/ / / / , / / / r / \ \ \ \ J / / PREVIOUS SUBMITTAL DATED JULY 9, 2010. NO ADDITIONAL VARIANCES ARE BEING,' 2. ALL WASTEWATER SYSTEMS, INCLUDING THE LEACHING SYSTEM, SHALL BE INSPECTED BY THE ENGINEER AND DEP, OR O // // / /j/ /// / / / / / / / / / / \\ \ \ \ \ �\\ - - - - - - -_ - f J / REQUESTED. THE LOCAL BOH REPRESEMATIVE PRIOR TO BACKFILLING. AT A MINIMUM THE FOLLOWING ITEMS SHALL BE INSPECTED: -I / // / / / / / / / / / \ \ \ \ p e T // / 2.1. EXCAVATION OF LEACHING FIELD PRIOR TO PLACING SYSTEM STONE/COMPONETS •� I I I �� /// // / / // / r / / / / i l \ \ \ \ ! / / 2.2. LEACHING FIELD COMPLETE INSTALLATION PRIOR TO BACKFILL / / TITLE 5 REQUIREMENTS 2.3. ALL SYSTEM COMPONI:N•TS BASE AND INSTALLATION PRIOR TO BACKFILL CL �(� // / // // / / / / / / / / / / / _ \ \ SCHEDULE OF ELEVATIONS pRESBY SYSTEIM 2.4. START UP TEST OF SYSTEM WITH ALL COMPONENTS INSTALLED AND FUNCTIONING AS DESIGNED r / / / / / - - 2.5. FINAL INSPECTION OF BACKFILLED SYSTEM 1Z 1 ` i / / / / / / 5 5\ \ INV. EL. / _ ' i/ / / // // /' /'/ /� / / / / / / / l, 1 \ SOIL ABSORPTION SYSTEM (RESERVE AREA ONLY) Design Flow 2,751 3. THE CONTRACTOR SHAM BE RiSPONSIBLE TO MAINTAIN UP-TO-DATE AS-BUILT DRAWINGS AND NOTES INDICATING THE HORIZONTAL If I ( No. Beds 2 AND VERTICAL LOCATION WffH 'M TIES OF ALL SYSTEM COMPONENTS INSTALLED. THESE AS-BUILT DRAWINGS AND NOTES WILL BE "" c / / 54 / LEACHING SYSTEM USED: BED Flow per bed 1 375 UTILIZED BY THE ENGINEER FOR THE PREPARATION OF ELECTRONIC RECORD PLANS. ....! 1 \ \ \_ / / / / / / / 1 TOP OF FOUNDATJON 25.65 p >, \ \ ` / 1 / I/ / / // // 1 / l �/ 1 l l BUILDING SERV'10E 22.58 DESIGN PERCOLATION RATE: 2 MIN./1N. max flow per section 500 PRESBY SYSTEM NOTES / GREASE TRAP SERV'10E 22.65 SOIL CLASS: 1 #Sections 3 1. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH ENVIRO-SEPTIC WASTEWATER TREATMENT SYSTEM MASSACHUSETTS `''' °° LONG TERMACCEPTANCE RATE(LIAR): 0.74 GPD/S.F. Table A Presby Guide DESIGN AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS. FOR PRODUCT INFORMATION OR THE NEAREST a O o DEALER CONTACT PRESBY ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598 PHONE 1-800-473-5298 I I I / TOTAL AREA REQUIRED: 3 7i8 S.F. Commercial per 100 gpd 50 c, I3 EXISTING 1,500 GALLON GREASE TRAP-INH..ET 22.14 = - WWW.PRESBYENVIRONMI:NIALCOM � •• � Total L.F. Required 1,375 = 1 e EXISTING 1,500 GALLON GREASE TRAP-OUTLIER 21. l TOTAL AREA PROPOSED: LF. per section 230 2. MINIMUM OF 6" OF MEDIUM TO COARSE SAND WITH LESS THAN 2% PASSING A 200 SIEVE ASTM C-33 REQUIRED e x w A } ZO i - / / / / / p er bed 688/ / ! I ' >, TEE WYE AT BUILDING SEVWER 21.61 O 1 81 ` LF. AROUND CIRCUMFERENCE OF ENVIRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND Registration:: \ I 62'L X 60'W 3,720 S.F. FILL SPECIFICATIONS.) OF \ 7,000 GALLON SEPTIC TANK-INLET 20.93 BZ_50 �._._,_,•, 7,000 GALLON SEPTIC TANK-OUTLET 20.68 TOTAL ALLOWABL LE E FLOW: 2,753 GPD Table C Presby Guide 3. INSTALLER ADVISED TO CONTACT DIG SAFE PRIOR TO CONSTRUCTION. •-�'' BZ 50 / / f I > \ \ L F. per section 240 FAT tutu flL. i �y0- / / / / / / / / , 53 \ \ I I USE 162'X60'LEACHINGBED(RESERVEAREAONLY) LF. perbed 720 4. DO NOT INSTALL SYSTEM ON WET OR FROZEN GROUND OR LEAVE SYSTEM UNCOVERED FOR EXTENDED PERIODS OF tE 3,500 GALLON SEPTIC TANK-INLET 20.66 �'� TIME. CML \ Total L F. 1,440 3,500 GALLON SEPTIC TANK-OUTLET 20.41 No.4=4 5. NO DRAINS, HOT TUBS, SAUNAS, GARBAGE DISPOSALS ETC. SHALL BE INCORPORATED INTO THIS SYSTEM UNLESS / OTHERWISE SPECIFIED. D-BOX-INLET 20.40 Area provided D-BOX-OUTLET 20.23 center to center spacing 5.5 6. PRIOR TO BACKFILL OR PAVING OVER THE SYSTEM, THE DRAFT AT THE DISTRIBUTION BOX FROM THE BUILDING ROOF �e spacing betKeen pipes 0.5 STACK VENT SHALL BE TESTED TO ENSURE ADEQUATE AIR FLOW. Project Number. Sheet: BREAKOUT 20.66 Life length 60 PRESBY MAINTENAN�F SCHEDULE 61�9 i TOP OF SYSTEM 20.66 in. Area required(fable D Presby Guide) a) GRAPHIC SCALE / / \ 1. THE DEPARTMENT OF ENVIRONMENTAL PROTECTIONS TECHNOLOGY APPROVAL REQUIRES ALL ENVIRO-SEPTIC SYSTEMS TO 10 of 15 // PRESBY INVERT IN 19.75 Commercial per 100 gpd 81 BE INSPECTED ANNUALLY. INSPECTION SHALL BE CONDUCTED BY THE TOWN OF BARNSTABLE AFTER 1 YEAR.•5 20 0 10 20 40 80 / / 5 BOTTOM OF SYSTEM 16.66 min area req. 2,228 Drawing Number. O ESHGW(TP-3) 10.30 area provided 2,418 2• PRESBY ENVIRONMENTAL INC. REQUIRES THE ANNUAL INSPECTION TO BE COMPLETED BY AN OPERATOR TRAINED BY / L \ PRESBY ENVIRONMENTAL, INC. TO INSPECT ENVIRO-SEPTIC WASTEWATER TREATMENT SYSTEMS. CU (1 IN = 20 FEET) 52 1 \ \ \ 3. A PERPETUAL MAINTENANCE AGREEMENT IS REQUIRED. C-10 CONNECT TO EXISTING 6" SCH. 40 PVC FROM BUILDING SERVICE CENTER COVER 7,000 GAL. SEPTIC TANK I .WITHIN 6" OF CENTER COVER FLEXIBLE COUPLING (TYP.) FINISHED GRADE FLEXIBLE COUPLING (TYP.) WITHIN 6" OF ROVIDE WATER PROOF a FINISHED GRADE PAVED AREA LANDSCAPED AREA RISER, FRAME AND PROVIDE 24" DIA. WATER 6" SCH 40 PVC TO 3,50 PROVIDE 24' DIA. WATER 6" SCH 40 PVC SECURE COVER TO PROOF FRAME AND SECURE GAL. SEPTIC TANK PROOF FRAME AND SECURE TO D. BOX EL. 25.1 GRADE COMMON FILL/ III COVER TO GRADE (TYP.) COVER TO GRADE (TYP.) EL. 25.0 I PAVED PARKING III II I) I COMPACTED1 ORDINARY BORROW EL. 25.3 11— GRANULAR FILL s .. ., .• ., .. • I ICI I : . r,•'.:..�.,,:::` � ;2'2:1: _ ' L r - ]. DEPTH AND SURFACE • 'I I=III TREATMENT VARIESFI- ..7 's 'FLOW : — 'FLOW =I I t - - LL - --- - rr ;I l I,,I I 00 ,� .. 4" SCH 40 PVC TO r�\//\//\//\ ♦ /\%`�/`i/�i _ 29'" MIN 4 SCH 40 PVC . 1.9:4• \\/\\/\\/� / /\\/\\/\\� c — „ —� FROM 3,0Q0 GAL .. '. .. PRESBY LEACHING FIELD VARIES �.\//\//\ \, • a : /\/ / //% VARIES .O s 10 MIN. -•-1 � 10'► MIN A10012X28VC .EFFLUENT SEPTIC TANK ::I I I— I = I I—I I—I (-1 I=1 (- �\ \\ \ \ . .. 18 •. I 3" MIN. 200% OF DESIGN FLOW-5,600 GAL. FILTER (ZABEL OR ( III=1 I I III III— _ \i\�\/� '3"" MIN. 111—I(�,;,i I— y\\j\\j\ 3" MIN. 7,000 GAL. PROVIDED GAS BAFFLE 3 MIN. APPROVED EQUAL) \\ \\ 100% OF DESIGN FLOW-MIN. 2,800 GAL w UNDISTURBED COMPACTED CRUSHED 3,500 GAL. PROVIDED EARTH STONE BASE ;\j NOTES: i ... .'. .• .a..'••.' •.. 'u n ] GREEN METALLIC / ./ /1 PROVIDE 11 OUTLET DISTRIBUTION BOX a a..• .. '.. X INSTALLED:• EL. 13.6 ON LEVEL STABLE / / VARIES BASE. TRACER TAPE \ \, CRUSHED STONE BASE _., > 9" CRUSHED STONE BASE 2. INSTALL FIRST 2 FEET OF OUTLET PIPES L : ,. .____ ____.__� --_.�_�.��,_�_,_�•�_�.��.---...._ LEVEL. SIX OUTLETS USED, 5 �/ . OUTLETS CAPPED \//\//. °..e . . ..`//\X 3. PROVIDE SPEED LEVELERS ON ALL OUTLET PIPES. VARIES /j�/j,:e :° ��\%� _ �• NEW 7,000 GALLON SEPTIC TANK (H20) NEW 3,000 GALLON SEPTIC TANK H2O NEW 11 OUT .//\\//�- ii\ii` 3 LET DISTRIBUTION BOX DETAIL H2O ��\\i� \\�, CL a NQj To SCALE " NOT TO SCAL a NOT TO SCALE „ \\r/\ ROTONDO PRECAST OR APPROVED EQUAL ROTONDO PRECAST OR APPROVED EQUAL 6 (MIN.) /�/\/\ \, \ \\ INSTALL NON-WOVEN 12 !�\//\//� - //�\j/�, FILTER FABRIC IF CD � E � l\�/��/� \//\/ GROUNDWATER IS = v �,y m � aRESBY ENVIRONMTECHNOLOGIESN NC. DIAM EER ��/��//� \ \\\�//\j PRESENT o w �, � y!YINNOVATIVE SEP77C /\ COMPACTED PEA r ^- a o route 117 • PO Box 617 • Sugar Hill,NH 03585 \�/ / '\//\/`„ (U 3 Q ;Tel: :-eoaa73 5xge • Fax: �soa�saa a�to �y/may/ \/\\/\\/� GRAVEL (SEE NOTES) ar a�i o u�i o 9" MIN PROVIDE NEW WATER 4"Q1 PERFORATED INSPECTION PORT TO BOTTOM OF wvrv,Pnesbyenvironrpemal.com Into®Presbyeco.com 6" {MIN.) ��\\�\ \\/�•/r`/i ro .t M //.///. / 2 THICK POLYURETHANE o c•, �•, 3 MAX TIGHT RISER, FRAME AND SYSTEM SAND AND THREADED CAP WITH CURB BOX 2 MIN OVER \� vi •': r, r, N rr\�j\r\j\�/\�/ '/\�/\/\�/\�/\�/\/\•\INSULATION WITH PVC �. v a, ao COVER TO GRADE (TYP.) TO GRADE. WRAP PIPE WITH PERMEABLE GEOTEXTILE r\\//�//\\//\\//\\// //\//\// //\//\// //' JACKET PLACED AROUND o ro o cb ; FABRIC TO ELIMINATE SAND INFILTRATION. (SEE SITE �i\j\//\//\//�//\//\//\//\/\//\/j\/ PIPE WHERE REQUIRED _ °� `� '� '� Q LOAM AND SEED --1 =f I,I I" PLAN FOR LOCATION) ENVIRO-SEPTIC \�\\j;\\�\\/� Q =_ PAVED PARKING PIPE BACKFILL=- A. ____ ___CORE NEW HOLE z 12 (MIN.) —_ -- AND PROVIDE {— ! !! ___ r. •; A• .�'. . - _ CLEAN BACKFILL `'' NOTES: COMPACTED SUBGRADE - - `NEW SCH 40 -`�" 1. GRAVITY SEWER. AND FORCE MAIN SHALL BE INSULATED WHEN VERTICAL OR HORIZONTAL 2 � 9," -PVC OUTLET PIPE01 ; . •.•..,. .•• ... ., MIN o _ ••.:. , •' "_i'a R IS LESS THAN 4 FEET AND WHERE.SHOWN ON PLANS.. EXISTING _ ___ ___ - _ ___ --' opE `;.`; ,, , 2. BACKFILL PLACED IN UTILITY TRENCHES INCLUDING DISTURBED AREAS SURROUNDING c �..: I _ _ 5�.. I I —_ - . '''1 UTILITY TRENCHES SHALL BE PLACED AND COMPACTED IN 12" MAX. VERTICAL LIFTS. KITCHEN • MID DEPTH - � I I _ . . •. . C ��, �•:. ...;,, SERVICE r �— _-� OF TANK • - ---- M _ _ ND • ,:.• .., :':.� .�, 3 TRACER TAPE FOR NON-FERROUS PIPE SHALL BE CONSTRUCTED OF A METALLIC CORE s" E OP BONDED TO PLASTIC LAYERS. THE METALLIC TRACER TAPE SHALL BE A MINIMUM 5mm PROVIDE NEW SCH •• ' .• SYSTEM SA t•,� 40 PVC INLET AND I I =1 =1 I 1=I ( l= I 1=1-1=1,= PLACE WASHED THICK AND MUST BE LOCATABLE AT A DEPTH OF 18 INCHES WITH ORDINARY PIPE _ •'.�r ?f' -=- I OUTLET TEES WITH �--1 I I I I=I ( IW I ( I`I I I-=III=I I STONE AROUND ENVIRO-SEPTIC LOCATORS. _ 12" _ SUPPORTS AS -III—) 1 I I E ELBOW PIPE 4. PEA GRAVE.. SHALL CONSIST OF CLEAN, HARD, ROUND PARTICLES OF GRAVEL MEETING -- . •• ... ... ••• .•. •. .. .• .,..•.: - - —NECESSARY NATURALLY OCCURRING PERVIOUS THE FOLLOWING: q V. EXISTING BAF�FE (— MATERIAL OR TITLE 5 SAND FILL » SIEVE SIZE PERCENT PASSING WALL TO BE - I I i I I I I—' DRILL SEVERAL 1/4 0 HOLES AT LOW POINT OF 3 8" - � � ( UNDISTURBED EARTH :.I I I I I I ELBOW TO DRAIN CONDENSATION. LOW POINT MUST / 85 95 'C q CONFIRMED DURING NO. 4 5-15 CONSTRUCTION) NOTE: THE CONTRACTOR IS RESPONSIBLE BE ABOVE SEASONAL HIGH WATER TABLE. NO. 8 0-2 5. CONTRACTOR SHALL ACHIEVE 95% COMPACTION FOR THE BEDDING. TRENCH BACKFILL FOR PUMPING THE EXISTING GREASE TRAP �; PRIOR TO CONSTRUCTION UNDER ROADWAYS SHALL BE COMPACTED TO 95%. ENVIRO--SEPTIC EFFLUENT DISPOSAL AREA OBSERVATION PORT ENVIRO--SEPTIC LOW VENT EXISTING 1 ,500 GALLON GREASE TRAP DETAIL NOT SCALE SEWER TRENCH DETAIL p NOT TO SCALD NOT SCALE G� NOT T4 SCALE 0 MIN. 1' 5.5' MIN. 1' N PAVED PARKING90 rn I -i-�,11--.11!��� n- I�: f SYSTEM SAND PROVIDE 6" e;URB BOX MOUNTED 4--INCH PVC. FLUSH WITH GROUND m • ,. .� THREADED CAP c, (0 RAISED CONNECTION (TYP.) --; . ` 6' 1 1' 2 12 ENVIRO-SEPTIC PIPE 4 . 6" -i 11=111-1 OFFSET ADAPTOR (TYP.) ...y PROVIDE ADAPTER TO 45 DEGREE PVC BEND „o 6" LOW VENT (SEE COUPLING (TYP.) —' III JOIN SEWER OR LATERAL AT END OF LINE w z TO 4-INCH ELBOW WYE CONNECTION FOR WASTEWATER PLAN , � 1.0 10.0 TYP. I c FOR LOCATION) NATURALLY OCCURRING PERVIOIUS IN LINE sn MATERIAL OR TITLE 5 SAND FILLL co Eli o, o 6 LOW VENT MANIFOLD (TYP. 2 o NUMBER OF ENVIRO-SEPTIC LINES: 2 BEDS: EACH 12 .v LINES: CENTER TO CENTER SPACING :5.50 FEET: 3 0. H g x a R U SECTIONS PER BED EACH WITH 240 L.F. ENVIRO SEPTIC 1ii N PROVIDE SPEED LEVELERS AT PIPE N 19.5 y ALL DISTRIBUTION BOX OUTLETS ENVIRO--SEPTIC EFFLUENT DISPOSAL AREA CROSS SECTION TYPICAL CLEANOUT DETAIL w NOT SCALE NEW 3,500 GALLON NOT TO SCALE 60.0 SEPTIC TANK N 62.0' it 62.0' NEW 7,000 GALLON 60.0, SEPTIC TANK IL 0 O � o� o .ten. 19.5' 4) l�q o 000 O C-5 Imo• _ N ... z O x Registration: OF Z3 S (D SN �yo C�. OBSERVATION FAT PiU cQi LEE M PORT (TYP.) CNIL BUILDING SERVICE (!SEE No.4282 h PROVIDE SYSTEM SAND 1' BEYOND ENVIRO-SEPTIC WASTEWATER PLAN} N PIPE AROUND ENTIRE SYSTEM (TYP.) o (SEE PRESBY ENVIRO SEPTIC SYSTEM NOTES NO. 2) •� .�? Project Number. sheet: 61229 11 o.� 15 ENVIRO SEPTIC EFFLUENT DISPOSAL AREA Drawing Number NOT SCALE ca C- 11 INSPECTOR: :E.KITTILA INSPECTOR: E. KITTILA INSPECTOR: E. KITTILA INSPECTOR: E.KITTILA SOIL EVALUATOR: D. STANTON ISOIL EVALUATOR:D.STANTON SOIL EVALUATOR: D.STANTON SOIL EVALUATOR:D.STANTON - DATE: 5/26/2010 DATE_ 5/26/2010 DATE: 5/26/2010 DATE: 5/26/2010 12956 PERC#: 12956 PERC#. 12956 PERC#: 12956 PERC#: I - -- i TP-1 TP 2 TP-3 _ TP-4 LOCUS--- - + 0.01 25.7 0.0 25.5 s 0.0 20.33 0.0 ' 20.5 f - A i q i A 1- A - �'-°---,,° ( PAVEMENT r I PAVEMENT PAVEMENT PAVEMENTf, a `I •�' �•_ " �, � � 0 0 25.4 0.6 ' 24.9 0.3 20-0) 0.5 20.0 ` , a r ' _ / k a °�'�------_❑ - LOAMY SAND I LOAMY SAND I LOAMY SAND LOAMY SAND ° 10YR516 I, 10YR5/6 10YR516 10YR5/6 r ' 1.3 24.4 1.5 24.0 1.7 18.6i 1.8 18.7 BENCHMARK - - a _• - __ TOP OF SPIKE C _- - I � -- C C t �� LF 4r ---_ --- - x ) y _ w ' ELEV.=25.63' i - 275 t TO - - r m SEE NOTE 9 _ _ E ' :; M. _h _.">z� l`tiy - - - _ 'N N ro WATER ( ) M F SAND M F SAND , _ � - - T ❑ r` _ -4 - - REPAVE PARKING _ r,� s- - N 2.5Y72 2.5Y72 _ LOT MATCH 46"DEPTH OF j ( M-F SAND 48"DEPTH OF M-F SAND ° �t, ' '' • - - ,d . - - a OBSERVATION _� , , .�, �� .. �• EXISTING GRADE - J PERC I i 2.5 Y 7/2 PERC 2.5 Y 72 y w / T TYP. 7 - - POR ❑ 2 M/N.ANCH 2 MIN./INCH LOW VENT �. _. DGE EXISTING CATC H BAS I N PERC RATE i PERC RATE { q ` x ;.T �' a" � _ m (TYP. 2) OF PAVE, TO REMAIN (TYP) °�, 4 �4 i,; a; = l • � J ' «� _ "''� M ED , LOCATE �- ENT G OF p ° 12.0 ' 13.7 12.0 ' 13.5 10A1' _ 10.E 10.0 10.5 ' +� ' )''_-� k `y r �•'BEHIND FENCE " �_ \ / r / AVEMENT Y NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED NO GROLIIIIDWA TER OBSERVED NO GROUNDWATER OBSERVEDj° _ 15 j 1 1 -OUTLET DISTRIBUTION BOX --- _-.---- ------------- - - - 1 i 1 n , P LONG RARIUS ;. - , PAVED / W SWEEPING ELBOW PARKING ? ` w Q ai LOT / a� 7" .7�._. ip �7F k '`. r .,ge3._ ��blt l<I,•��-'. y ❑ ' �� f � 6» SCH 40 PVC / �;:� � or � _-� � � '�z , ." •; .� '�. �f - O Ste: 2 10.0 _ `A l , 7 O tY \ 6" SCH 40 PVC 77.0 3.0 31 8 L 3.0, S 1% M ,` 'ti` �4,ii"`t +r i a� N w \ 57.0 � DESIGN CRITERIA � ,� USE PUBLIC PARK, TOILET WASTE ONLY S. O ❑ PAVED NEW DECK AREA FLOW PER PERSON 5 GPD/PERSON 25.5 - i NUMBER OF PEOPLE 400 PEOPLE . `r, ,2• Ia ", �. = m Q O PARKING ' - _ _ l / I/ �, <c LOT - - EXISTING DISTRIBUTION BOX TO (BASED ON 200 PARKING SPACES @ 2 PEOPLE PER CAR) ly w v a -- o FLOW 2,000 GPD VICINITY MAP U) - t 3 M M N BE REMOVED (SEE NOTE 14) ' _ L. w O -6 co ao w TITLE 5 GENERAL NOTES Graphic Scale 0 &1 � Q 4 a& 6 Z » USE LIFEGUARD ROOM, MULTI-PURPOSE OFFICE z O to O O m CUT AND PATCH _ - O ( 1 4 SCH 40 PVC RESERVE FLOW PER 1,000 SF 75 GPD/1,000 SF 1. 425 SANDY NECK ROAD, ASSESSORS MAP 263 LOT 1. 1-Inch = 3,000 feet = W O Co O to ❑ EXISTING PAVEMENT -~ - __ _ 1 \ L=5.9', S=1% LEACHING OFFICE AREA 413 SF 2. THE PROJECT IS LOCATED WITHIN THE SANDY NECK / BARNSTABLE HARBOR AREA ZONING DISTRICT: RF-1. AREA / FLOW 31 GPD � TITLE 5 LEACHING ' -'` -- _ '`-- / AREA REQUIRED -~ _ _ O REUSE EXISTING 1,500 57 0, USE RESTAURANT, FAST FOOD 3. THE FEMA FLOOD INSURANCE RATE MAP (COMMUNITY PANEL NO. 250001001D; DATED JULY 2, 1992) IDENTIFIES THE GALLON GREASE TRAP MAJORITY OF SANDY NECK ROAD, THE PARKING LOTS, THE BATH HOUSE AND CONCESSION STAND, AND THE PRIMARY (57'X77') '-_ � NEW 3,500 i � , , TP#3 I FLOW PER SEAT 20 GPD/SEAT DUNE AREAS ALL WITHIN ZONE C. t^ / 5.0' TYP. == GALLON SEPTIC \ � �. 6" SCH 40 PVC NUMBER OF SETAS 36 sears / - - TANK ;_ O - L-85', S-2% TP#4 ' (BASED ON 6 PICNIC TABLES @ 6 SEATS PER TABLE) 4. THE PROPERTY IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT. ►� FLOW 720 GPD PAVED G PRESBY ENVIRO-SEPTIC ���- ` ` ��_�\I 5. THE EXISTING TOPOGRAPHY AND LOCATION SURVEY DATA AS SHOWN ON THIS PLAN WAS TAKEN FROM A PARTIAL FIELD PARK LEACHING FIELD NEW 7,000 GALLON \ NEW 4" SCH 40 PVC (MATCH EXISTING ( USE FUNCTION HALL SURVEY CONDUCTED BY THE TOWN OF BARNSTABLE AND TAKEN FROM THE PLAN ENTITLED "TOPOGRAPHIC PLAN OF LAND LOT / - SEPTIC TANK• 1� _ GREASE TRAP INLET PIPE SIZE AND ELEVATION) MBEROFR SEATS 15 GPD/SEAT IN BARNSTABLE (W. BARNSTABLE) MA FOR THE TOWN OF BARNSTABLE D.P.W. - SURVEY SECTION" REVISED JANUARY 5, _ L=8.3, S=6.14% CONTRACTOR TO CONFIRM NU15SFPESEAT) 33 SEATS 2010. _ ( J (BASED ON 500 SF AREA @ 15 SF PER SEAT) V q ELEVATION) r FLOW 495 GPD 6. THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY SANDY NECK PARK IN JUNE 2007. 101*1 / t '%,j: = CONCRETE WALKWAY'- TOTAL DESIGN FLOW 3,246 GPD 7. CONTOURS AND WETLANDS BOUNDARIES BEYOND THE SURVEY LIMITS AS SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM `I / EXISTING LEACHING GIS DATA PROVIDED BY THE TOWN OF BARNSTABLE. � FIELD TO BE ! - y - . - _ ---- ---� j 1+1�.^ r ,,-T / SEPTIC TANK ABANDONED IN PLACE / r , r SEPTIC TANK(200%DESIGNFLOW): 6,600 GAL. 8. ON JUNE 29, 2006 THROUGH AN ADMINISTRATIVE CONSENT ORDER WITH DEP, ON THE EXISTING WELL SERVICING THE / (SEE NOTE 14) ( / / // ,, 8 3 BATNH p STING ?;'� /` / SEPTIC TANK(100%DESIGN FLOW): 3,300 GAL. SITE WAS MADE A PUBLIC WATER SUPPLY (PWS) WITH PWS ID#4020023. / f / l�eC,o U$E �O / TOTAL TANK CAPACITY: 9,900 GAL. '" ' NST e USE 7,000 GALLON AND 3,500 GALLON SEPTIC TANKS 9. A BENCHMARK, LOCATED 50 TO 75 FEET FROM THE NEW SYSTEM, SHALL BE SET BY THE TOWN PRIOR TO 166.1' / / i CLEANOUT 1 FFf- RUCTE E "' CONSTRUCTION. C, Z / / / / �2 Jr 65 D i/ _F_UTURE GREASE TRAP x "�+ 61 150' WELL SETBA f / TO GRADE - (S� / �� 10. THERE SHALL BE NO ENCLOSURE AROUND THE OUTDOOR SHOWER. THE USE OF SOAP AND SHAMPOO IN THE OUTDOOR W / / \: /W, O e „ `- L ` (�A RESTAURA NUMBER OF SEA TS 36 SEATS T FLOW PER SEAT 15 GPD I EAT ZONE I \ � UNDq / � T � / SHOWER WILL NOT BE ALLOWED. O � � Q c� l / 26 \ \ �,, TIpN „ IN E lVE w o WELL SETBACK / CENTER MIN. GRASE TRAP VOLUME 540 GAL- WASTEWATER NOTES ►� FFE=25.1 USE EXISTING 1,500 GALLON GREASE TRAP 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH W / / THE STATE ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH (BOH). q 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE LOCAL BOARD OF HEALTH (BOH) 1 / /AiBANDON EXISTING VARIANCES STAFF. WATER SERVICE - --- / / � 7 ,. , / 24 / � � 3. FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANKS AND GREASE TRAP OR CHANGES TO EFFLUENT FLOW, � C G % l ` • , ` // l TOWN OF BARNSTABLE BOH LOCAL CODE WAIVERS GRADING, OR LANDSCAPING, EITHER ON-SITE OR ADJACENT TO THE SITE, MAY RESULT IN IMPROPER FUNCTIONING OF `mot / / o - .. . // NEW THE SEPTIC AND LEACHING SYSTEM. INFILTRATION REGULATION 4. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE GRINDER. Q� N 1 1 160' ' / / //' // BASIN / E-Code 360 2. Shifting Sand Regulation � 1 / IWPA -- __ / / \ 5. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 YEARS. N 1 \ 1 / �� SETBACK _ - - - EXISTING 8 000 GALLON / 1 \ \ LOCAL UPGRADE PROVISIONS - -- ;. / L \ \ 6. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY 1 (1979) / - - - _ ., SEPTIC TANK TO BE CONCRETE STRUCTURES. \ REMOVED (SEE NOTE 14) \ \ REGULATION REQUIRED PROPOSED a a / \ \ NONE 7. USE SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED � ON A COMPACTED FIRM BASE. , TITLE 5 VARIANCES g• THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING OPERATIONS AND MAINTENANCE INFORMATION FOR THE SEPTIC I \ i / /g� NEW 2" HDPE -_ - �' / / \ SYSTEM TO THE ENGINEER, AS REQUIRED. Q WATER SERVICE 24 �/ 1 e - REGULATION REQUIRED PROPOSED J / / 100' - _ / / _ 9. THE CONTRACTOR SHALL PROVIDE A DEWATERING PROTOCOL PRIOR TO CONSTRUCTION IF GROUNDWATER IS ANTICIPATED U / WELL / / / / / / v B L / 310 CMR 15.211 Minimum Setback distance to foundation wall 10 fleet 8.3 feet DURING CONSTRUCTION. ct SETBACK / /// / / - NEW �` - t A variance of 1.7 feet is being requested(Grease Trap Only). Cn M '_ / - - / BIORETENTION 10. AREAS UNDER THE LEACHING FIELD FOUND TO HAVE UNSUITABLE SOIL MUST BE REPLACED WITH TITLE 5 SAND AS o M NEW - - - _ �-'� _ I` , / 310 CMR 15.221(7) Depth of co\,er over system 3 feet max 4.6 feet max �, o o � >% r \ ,� / OUTDOOR _ _ - _ ARC` _ - ' - - J g SPECIFIED IN 310 CMR 15.255(3). ANY AREAS THAT ARE FOUND TO HAVE UNSUITABLE MATERIAL SHALL BE REPORTED 3 0 �` o 4-.i ¢ o / ri A�riance of 1-6 foot is being requested. U. O o / / \ /////� //' SHOWER _ _ - _/ ` _ ' - ' - TO THE ENGINEER. o _ _ � _ / 00 / \\ \ j( ///// / _ O / PRESBY SYSTEM 11. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WITH MAGNETIC WARNING TAPE. � q u .� o� RECHARGE BASIN - - �\ / I _-- -- - - - - - - - ' ' Design Flow 3,246 12. ALL SEPTIC TANKS SHALL BE APPLIED WITH 2 COATS OF DAMP PROOFING OR BITUMINOUS MATERIAL. a >, FOR OUTDOOR _ _ - '', js_ �`� / / -_ --- No. Beds 2 a E-+ 8 a u. - - - - - - / r TITLE 5 REQUIREMENTS 13. A LEAKAGE TEST WITNESSED BY THE ENGINEER ON ALL NEWLY INSTALLED COMPONENTS IS REQUIRED PRIOR TO SYSTEM SHOWER _ -- - - - (� Flow per 1,s23 p START-UP. A TESTING CERTFICATE SHALL BE SIGNED AND SUBMITTED TO THE ENGINEER. -- max flow per section 500 - -- � / ,, ,.` / /� /� _, _ - - - --- - - ' -, ,�``' - -- I � SOIL ABSORPTION SYSTEM (RESERVE AREA ONLY) #Sections 4 14. ALL EXISTING SEPTIC COMPONENTS SHALL BE ABANDONED OR REMOVED IN ACCORDANCE WITH TITLE 5, 310 CMR \ / / / / / /// '�"/ / _ - - - - - - \ \ -- - -� -_ f __-__.____ _ ___ _._ _ Table A Presby Guide 15.354(3). / / / \ \ - - - - / _ --- Commercial per 100 gpd 50 \ v / ;000/000, �j /N / d � / / / / � �' / __._ .--- - - - - '' \ \ \ \ LEACHING SYSTEM USED: BED / / / \ \ \ \ -! --__ // DESIGN PERCOLATION RATE: 2 MINJIN. Total L.F. Required 1,s23 WASTEWATER INSTALLATION INSPECTION NOTES / ( / ` \ \ \\ I ^ 11 / - SO/L CLASS �- 1 L.F. per section 203 1. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO THE ENGINEER, LOCAL BOARD OF r / / l l / l j / \ \ \- - - - _ j J / -- -- ----- L.F. per bed 811 HEALTH FOR ANY INSPECTION. O \ ( j / /1 // / /J / / l \ _ _ _ _ _ / LONG TERM ACCEPTANCE RATE (LTARI: 0.74 GPDIS.F. / / / / EXISTING WELL BUILDING \ - (Oy \ I ( / / / \ \ / / TOTAL AREA REQUIRED: 4,386 S.F. S 2. ALL WASTEWATER SYSTEMS, INCLUDING THE LEACHING SYSTEM, SHALL BE INSPECTED BY THE ENGINEER AND DEP, OR ( ( / // / / � � � l l I / / Table C Presby Guide THE LOCAL BOH REPRESENTATIVE PRIOR TO BACKFILLING. AT A MINIMUM THE FOLLOWING ITEMS SHALL BE INSPECTED: L.F. per section 220 2.1. EXCAVATION OF LEACHING FIELD PRIOR TO PLACING SYSTEM STONE COMPONETS / \ P TOTAL AREA PROPOSED: L.F. per bed 880 / 1 2.2. LEACHING FIELD COMPLETE INSTALLATION PRIOR TO BACKFILL // / / / / / Total L-F. 1,760 2.3. ALL SYSTEM COMPONENTS BASE AND INSTALLATION PRIOR TO BACKFILL \ ( I I I I I �/ / / // / / jl l \\ \\ \\ \ / - - 2.4. START UP TEST OF SYSTEM WITH ALL COMPONENTS INSTALLED AND FUNCTIONING AS DESIGNED _ _ __5T_L X 77'W 4,389 S.F. _ a% O I I 1� r// // // / / / C / ///// // / l - - - ^ \ \ - -f _ \ f TOTAL ALLOWABLE FLOW: 3,248 GPD Area provided 2.5. FINAL INSPECTION OF BACKFILLED SYSTEM U 7 center to centers spacing 5.5 // / / / / j l 1 5�1 \ \ / a � \ p 9 _, I - - 3. THE CONTRACTOR SHAM BE RESPONSIBLE TO MAINTAIN UP-TO-DATE AS-BUILT DRAWINGS AND NOTES INDICATING THE HORIZONTAL «i V -' __-- -__._ _-_- -_ spacin betwen pipes 0.5 \ \ USE 1 57'X 77'LEACHING BED(RESERVE AREA ONLY] g AND VERTICAL LOCA11ON WITH TWO TIES OF ALL SYSTEM COMPONENTS INSTALLED. THESE AS-BUILT DRAWINGS AND NOTES WILL BE / _ Line length 55 UTILIZED BY THE ENGINEER FOR THE PREPARATION OF RECORD PLANS. o N Min. Area required(cable D Presby Guide) (/ / / / // // / / / I I / \ ` Commercial per 100 gpd 81 PRESBY SYSTEM NOTES110 I ( / / \ ( \ min area req. 2,629 1. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH ENVIRO-SEPTIC WASTEWATER TREATMENT SYSTEM MASSACHUSETTS o p o °O ' / ~ j / I I ( / I I / / DESIGN AND INSTALLATION MANUAL STATE AND LOCAL REGULATIONS. FOR PRODUCT INFORMATION OR THE NEAREST a o O 1 \ \ - -/ / / / ( ( I I /- [ \ \ N I I \ area provided 2,907 DEALER CONTACT PRESBY ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598 PHONE 1-800-473-5298 WWW.PRESBYENVIRONMENTAL.COM O O \ / / / _ - / / / / , I I I / \ \ / \ $\ I SCHEDULE OF ELEVATIONS c' 9 "' � e� `2 A j / / / / / / I I ( I I \ / - \\ \\ \ I INV.EL. 2. MINIMUM OF 6" OF MEDIUM TO COARSE SAND WITH LESS THAN 2% PASSING A # 200 SIEVE (ASTM C-33) REQUIRED 20 / / / / - / / // / / / / / ( I / I / ( \ / // / \ \ \ �,/ I I AROUND CIRCUMFERENCE OF ENVIRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND Registration: f'�'AAAA FILL SPECIFICATIONS.) + zN 0F,V I // / // / - _ / / / / / / / ✓ \ \/ \ \ \ \ I TOP OF FOUNDATION 25.65 aS / / // / // $Z _ -�_� / / / / / / / / \ \ / \ \ \ \ I I GREASE�RAP SERVICE 22.58 3. INSTALLER ADVISED TO CONTACT DIG SAFE PRIOR TO CONSTRUCTION. L / h / / \ \ \ \ \ Q� / I o FAT PIU l ` / i�= BZ / / / \ / / \ \ 4. DO NOT INSTALL SYSTEM ON WET OR FROZEN GROUND OR LEAVE SYSTEM UNCOVERED FOR EXTENDED PERIODS OF LEE rA C" C / f� / I / j �� \ \\ // \ \ \ EXISTING 1,500 GALLON GREASE TRAP-INLET 22-14 TIME• CIVIL /` EXISTING 1,500 GALLON GREASE TRAP-OUTLET 21.94 No. 42824 O ` J / // �� / _ - - _ / / / / / \ / / \ \ \ O \ TEE WYE AT BUILDING SEWER 21 5. NO DRAINS, HOT TUBS, SAUNAS, GARBAGE DISPOSALS ETC. SHALL BE INCORPORATED INTO THIS SYSTEM UNLESS �o �s `�° / OTHERWISE SPECIFIED. �ssIONA� / � / ---_ - - - � / / / / �• \ / N \ \ 7,000 GALLON SEPTIC TANK-INLET 20.88 ® / / / / - / / / - _ \ \ 7,000 GALLON SEPTIC TANK-OUTLET 20.63 O // / - - - - / // / / / / \ / \ 6. PRIOR TO BACKFILL OR PAVING OVER THE SYSTEM, THE DRAFT AT THE DISTRIBUTION BOX FROM THE BUILDING ROOF �/ /� \ \ \ STACK VENT SHALL BE TESTED TO ENSURE ADEQUATE AIR FLOW. O 3,500 GALLON SEPTIC TANK-INLET 20.60 __ ,\O // ` � � PRESBY MAINTENANCE SCHEDULE Project Number: Sheet: 3,500 GALLON SEPTIC TANK-OUTLET 20.35 _ �► / \ \ \ \ \ D-BOX-INLET 20.2s 1. THE DEPARTMENT OF ENVIRONMENTAL PROTECTION'S TECHNOLOGY APPROVAL REQUIRES ALL ENVIRO-SEPTIC SYSTEMS TO 61'29 10 of 15 . GRAPHIC SCALE / / / / / \ 1 ` \ D-Box-OUTLET 20.09 BE INSPECTED ANNUALLY. _0 20 0 10 20 40 80 / // // 5 \ Drawing Number: O / \ V, \ BREAKOUT 20.39 2. PRESBY ENVIRONMENTAL INC. REQUIRES THE ANNUAL INSPECTION TO BE COMPLETED BY AN OPERATOR TRAINED BY / / 1 TOP OF SYSTEM 20.39 R"o \ `SO \ \ PRESBY INVERT IN 19.47 PRESBY ENVIRONMENTAL, INC. TO INSPECT ENVIRO-SEPTIC WASTEWATER TREATMENT SYSTEMS. C-1 0 Cl) - / 52 BOTTOM OF SYSTEM 18.39 3. A PERPETUAL MAINTENANCE AGREEMENT IS REQUIRED. (D (1 IN = 20 FEET) ' �' ESHGW(TP-3) 10.30 CONNECT TO EXISTING 6" SCH. 40 PVC FROM + BUILDING SERVICE CENTER COVER 7,000 GAL. SEPTIC TANK CENTER COVER FLEXIBLE COUPLING (TYP.) WITHIN 6" OF WITHIN 6" OF FINISHED GRADE FLEXIBLE COUPLING (TYP.) FINISHED GRADE ROVIDE WATER PROOF PAVED AREA LANDSCAPED AREA RISER, FRAME AND I PROVIDE 24" DIA. WATER 6" SCH 40 PVC TO 3,50 PROVIDE 24" DIA. WATER 6" SCH 40 PVC SECURE COVER TO PROOF FRAME AND SECURE GAL. SEPTIC TANK PROOF FRAME AND SECURE TO D. BOX EL. 25.3 GRADE COMMON FILL/ Y I COVER TO GRADE (TYP.) EL. 25.3 COVER TO GRADE (TYP.) EL. 25.5 PAVED PARKING ! ORDINARY BORROW £ p c _ COMPACTED GRANULAR FILL s .. i I=1 i E3 _) I I ! DEPTH AND SURFACE — TREATMENT VARIES r- o 4. III i 'II T. 1 =1 I L _ FLOW FLOW =III=i a 1 .ii I II I II I I. LL � W ; co 4" SCH 40 PVC . 20.5 . 4" SCH 40 PVC TO VARIES VARIES O_ 29 MIN _ PRESBY LEACHING FIELD N »� FROM 3,500 GALS• . . . . _ _ \,\\ \ \ a :. `�, 10 MIN. -�— .y 10" MIN. J A10012X28VC EFFLUENT SEPTIC TANK=) I I= I = I= I I=III=I I I=I I I—I I I ° —III=I iI_► I=1 11=1 11= ��\\�\\�� a 18 3 MIN. 200% OF DESIGN FLOW-6,600 GAL. FILTER (ZABEL OR — ° > 3 MIN. // 3" MIN. 7,000 GAL. PROVIDED GAS BAFFLE 3" MIN. APPROVED EQUAL) ° 6" OF 3/4" ��j/�\j/� a ° a ° "! \/z 100% OF DESIGN FLOW-MIN. 3,300 GAL UNDISTURBED COMPACTED CRUSHED a c //\//� �► a 3,500 GAL. PROVIDED EARTH STONE BASE \�/�/// -- ¢ - 1 DE 1 1 OUTLET DISTRIBUTION BOX INSTALLED ON LEVEL STABLE G VARIES NOTES: ET DISTR GREEN METALLIC a ARI t EL. 15.1 EL. 15.7 BASE. TRACER TAPE - . 9" CRUSHED STONE BASE 9" CRUSHED STONE BASE 2. INSTALL FIRST 2 FEET OF OUTLET PIPES LEVEL. EIGHT OUTLETS USED, 3 \\/\ OUTLETS CAPPED 3. PROVIDE SPEED LEVELERS ON ALL OUTLET PIPES. VARIES \//\// \//\� _ o m w NEW 7,000 GALLON SEPTIC TANK H2O NEW 3,500 GALLON SEPTIC TANK H2O NEW 11 OUTLET DISTRIBUTION BOX DETAIL H2OINX//\\�/� ° ��\�/% �- o m + + � \ \ \ y p NOT TO SCALE NOT TO SCALE NOT TO SCALE 6 MIN. \\\\\ \ \\\\ INSTALL NON-WOVEN O a ROTONDO PRECAST OR APPROVED EQUAL ROTONDO PRECAST OR APPROVED EQUAL '� ( ) %//�/j \ \\ ' FILTER FABRIC IF C� m Y GROUNDWATER IS = 4 m PE PRESBY ENVIRONMENTAL, INC. PI E j\%/\%j - \\j j\� PRESENT o m N 1 k Q i INNOVATIVE SEPTIC TECHNOLOGIES DIAM TER \\j\\j\ /\\ \\` COMPACTED PEA Route ute117 - PO Box 4735298? - SugarHill, NH 01485 \\%\\ GRAVEL (SEE NOTES) c > 6„ MIN. //\\// \//,./�./ cc i z so T N » www.Preshvenvironmental.com info(�Presbyeco.com � » 9" MIN PROVIDE NEW WATER 4 H PERFORATED INSPECTION PORT TO BOTTOM OF //\//\ �/2 THICK POLYURETHANE N t 3 3 Cq M N 3' MAX TIGHT RISER, FRAME AND SYSTEM SAND AND THREADED CAP WITH CURB BOX 2" MIN OVER i�\/\ \ \ \ \ \ \ \ \ \ \ 'INSULATION WITH PVC i .� o co ao � / // // // / // // // // // // O '� Ccoao 6 z COVER TO GRADE (TYP.) TO GRADE. WRAP PIPE WITH PERMEABLE CEOTEXTILE \\/ /\\/\\/\\/ /\\/\\/\\/\\/\\/\\/\\�JACKET PLACED AROUND o ea o o 1 FABRIC TO ELIMINATE SAND INFILTRATION. (SEE SITE /// \//\//\// /\//\//\//\//\//\//\// PIPE WHERE REQUIRED = y °f ti """ p =LOAM AND SEED — == PLAN FOR LOCATION) ENVIRO-SEPTIC \\ \\��\\�� \\�\\\ \\i\/\\\�\\\\\\ _ _ _ --- _ - ____ - - PAVED PARKING PIPE 12" (MIN.) \\�\ - - _- BACKFILL - - _ _ ___=CORENEW HOLE COMPACTED SUBGRADE __- - - - - --=_ - - - -_- AND PROVIDELEA � NOTES: -NEW SCH 40 �=CLEAN N BACKFILL i_ 2. 1. CAL OR HORIZONTAL _ :_,.:.�;_�:•;: GRAVITY SEWER AND FORCE MAIN SHALL BE INSULATED WHEN VERTICAL SOIL COVER IS LESS THAN 4 FEET AND WHERE SHOWN ON PLANS. g - - — - PVC OUTLET PIPE MIN o P� j; 2. BACKFILL PLACED IN UTILITY TRENCHES INCLUDING DISTURBED AREAS SURROUNDING C EXISTING A.I I III—=_ ` MID DEPTH =_-- S�'O . y • UTILITY TRENCHES SHALL BE PLACED AND COMPACTED IN 12" (MAX.) VERTICAL LIFTS. ,•. KITCHEN . ___� �- • -�, .-- . �:.':. •;.• iLop 3. TRACER TAPE FOR NON-FERROUS PIPE SHALL BE CONSTRUCTED OF A METALLIC CORE SERVICE OF TANK I _ E PROVIDE NEW SCH 6" SYSTEM SAND BONDED TO PLASTIC LAYERS. THE METALLIC TRACER TAPE SHALL BE A MINIMUM 5mm —� 40 PVC INLET AND I PLACE WASHED THICK AND MUST BE LOCATABLE AT A DEPTH OF 18 INCHES WITH ORDINARY PIPE � �� III— » = OUTLET TEES WITH =III I I�I II 1—III—I I (—) ( �_) I STONE AROUND ENVIRO-SEPTIC LOCATORS. ►� —III I I 12 SUPPORTS AS III—� I I I ELBOW PIPE 4. PEA GRAVEL SHALL CONSIST OF CLEAN, HARD, ROUND PARTICLES OF GRAVEL MEETING ` NECESSARY NATURALLY OCCURRING PERVIOUS THE FOLLOWING: v C EXISTING BAFIF�E gim - — MATERIAL OR TITLE 5 SAND FILL SIEVE SIZE PERCENT PASSING WALL TO BEEARTH -1 ---III— DRILL SEVERAL 1/4 0 HOLES AT LOW POINT OF 3/8 85-95 ( —i UNDISTURBED --- ELBOW TO DRAIN CONDENSATION. LOW POINT MUST NO. 4 5-15 CONFIRMED DURING BE ABOVE SEASONAL HIGH WATER TABLE. CONSTRUCTION) NOTE: THE CONTRACTOR IS RESPONSIBLE 5. CONTRACTOR NO. ACHIEVE 95% COMPACTION FOR THE BEDDING. TRENCH BACKFILL V FOR PUMPING THE EXISTING GREASE TRAP UNDER ROADWAYS SHALL BE COMPACTED TO 95%. PRIOR TO CONSTRUCTION — W ENVIRO—SEPTIC EFFLUENT DISPOSAL AREA OBSERVATION PORT ENVIRO SEPTIC LOW VENT w EXISTING 1 ,500 GALLON GREASE TRAP DETAIL NOT SCALE SEWER TRENCH DETAIL O W NOT TO SCALE NOT SCALE NOT TO SCALE ►� r,, MIN. 1' 5.5' MIN. 1' OFFSET ADAPTOR (TYP.) C14RAISED CONNECTION (TYP.) COUPLING (TYP.) PAVED PARKING - I - - SYSTEM SAND PROVIDE 6" CURB BOX MOUNTED 4-INCH PVC � 1.0' 10.0 TYP. 111. .. CV FLUSH WITH GROUND THREADED CAP n 6" LOW VENT MANIFOLD (TYP.) 6' 1 -.1�' 2 16 ENVIRO-SEPTIC PIPE ii a � Z 1 J —___=I i -I I =_-1 , T a L_ 6" = 11=1 I I=1 I I-III-III- 11=1 I I-III- C� -I - III-III-1 I i- Cz 25 5' I WE, II ) III I I I I PROVIDE ADAPTER TO 45 DEGREE PVC BEND i � ' -i i � JOIN SEWER OR LATERAL AT END OF LINE z TO 4-INCH ELBOW WYE CONNECTION FOR �+ 6" LOW VENT SEE IN LINE a WASTEWATER PLAN NATURALLY OCCURRING PERVIOUS - MATERIAL OR TITLE 5 SAND FILL 0 3 ¢ o Q FOR LOCATION) _ -0 o '� a 3 a U PROVIDE SPEED LEVELERS AT NUMBER OF ENVIRO-SEPTIC LINES: 2 BEDS: EACH 16 LINES: CENTER TO CENTER SPACING :5.50 FEET: 4 ALL DISTRIBUTION BOX OUTLETS SECTIONS PER BED EACH WITH 220 L.F. ENVIRO SEPTIC N 57.0' O PIPE I ENVIRO—SEPTIC EFFLUENT DISPOSAL AREA CROSS SECTION 57.0' TYPICAL CLEANOUT DETAIL NOT SCALE N NOT TO SCALE O o O NEW 3,500 GALLON u SEPTIC TANK a-• U N 1 O ^L Z I.L p 25.5' - = g Z o �c NEW 7,000 GALLON SEPTIC TANK m ct " N O (D 00 Z O a. C) 4.6' TYP. ti I U) O PROVIDE SYSTEM SAND 1 BEYOND ENVIRO-SEPTIC I Registration: PIPE AROUND ENTIRE SYSTEM (TYP.) OBSERVATION (SEE PRESBY ENVIRO SEPTIC SYSTEM NOTES NO. 2) I PORT (TYP.) I O C Q I FAT PIU LEE u � CIVIL O I No, 42824 O 1 ° I O \ l S Project Number: Sheet: •� �\ BUILDING SERVICE (SEE aD 6'129 11 of 15 WASTEWATER PLAN) E ENVIRO—SEPTIC EFFLUENT DISPOSAL AREA Drawing Number: Cn NOT SCALE C- 11 c6 1 `j_Jy� r < u ;yr. ::',. ,M v d - A', -. r... _. .uf>- o .. , .tL " .:... r , Y ,. ..:...,. f .._ i o- .- >t > ... ., . d. ,/,, .4. '..;.:a,,. .. T • J ..f. _ , _ {: . 1 7. a ,. :_�+.. - c.a- ,, _, 'fir`'` ,1. Rry p �, r w C . _ a ., . " - } r <' , , , ru _ _- _ .. . _.. �_ ,,, ,I,f."4 I-.11,�.�I."",,I1:::-�",I-��-I�..-­I.�ii 1 I'II-.I�_.....I 1.I..I�I.I-.:.:-1.,,II1­I 4,���t�,"I,'.1�I I 1.1I.111�1.',II..,,.��,1I'".��i�I,�,.i:I t��II.�..%I s,,,.fI -��i.-5-�l;IiIi i-i1i.i-_,;iI�ii.,k 7,'L--'.�..­�� ,��_—_"I1._,_I,. x s _ , "" ,.., -w.-�. - w. ..._,_ r 1 ]] xt , w ri .: , ... t ;try: :�':. -:. - , .: - t } -. ,, • '.. ar - k s _ t t I .,_ _.. , 7 ATM' } u N .. ,. c : „ L -+ i , F '•.� w ..- , r I .. _. .: .- ., .. .. :. .. ,,a "k i�. tom✓:. }� t '' ..,, ,,,.., : ,_ Y^1 E. _,.: , _ f , *, +6-„ X .. ., F ' ;n r, .. ., 'i .,,,.r . .. .' , , , _ __ __ A I ;-i_AY� ` / 1 .4 ' & - . t . _ ,_"_,_.__. ___ __.__. „ , ,:. _.:: Nt). . , :� _ �r _ ` � a. .:i [1�+. ...� � / %� � �-z.F-'Pr�. ).r ^'sY Tl3L'17`Fv �� "+�""`r t "'* _�1 . . t � - -� � I ... ,_._.-,- __-,_,__, , q` _ _ - , T,r I ­1:. - . �: .:..v. _ ,. t 1 # _•- S , ,: !4 4.- " Ir I II Fc -: .:. a • aF _ - ,_, ,>z W.:, ,:. . .. ,. v .r 3 L .•. a �. t. t lr, S �i. r.. .r -r. i ., S- „3, a .. a.. :. _ 4! s_b ,:. .,... .. n..__..,, ,x., , •:F i n k ,. .> f ` �i_ ._ r;k!u 1- f -,..y,..,.ar„_r,,,.:a.._.,..._.,.. r..,..,. 4 ! \ , ... .. ...:... 7 �,�'`� 9 f ///� ­­ __ 1.. 3 - - i1 .,... ., .,.. _ k.- 2 t3`�'S t �� ,. Jv w - - - _., ,._.,_.___„__.__.—_._ y_ w -� -,w,•ew..•.v„s+..u,w„u.,..r+r,•,w.s..,.n�:s„+aw•wv�„rw.,___++-_.-,-.+_.,+,_ _.._.-_ __-..�,._.____... .e _ __ �` a ,-+.,:..-.-,-. w,__--- - »,,,."..._„r --- --`..µ,..,...,..me i� 1"'I I• a ' :. •r 1, a .. -.. t..,.. , .., -_-._.�,_,__- -.--__._..,_._.._.._•____,___.. , :. w,. ...., f , ,. —,-., k r. Tt A r 111 ', n y , , ',� _. i '.;n , `r.. I t _,....+._ i 1 ' iC , « -��__ I - ' y ,r I f a T -._:.: _ ._.: r. -..t}, .--i„t t I i j .-. ._ _ r 1 7 I .a - 7 i_.-_. ; i i r I ! ,` �, �:� n�s�' 1 4 it 1 r- j # I r k> ,.._!,_. i 1 ,Ii_' .z i t#0 3 j( . � �,�p 1 aa , ; - ff tt . _ fl _ I I , i3 / _ - 1 {{ f ,22 I.I-_._I.I II�1�:--�I"I m-1­­�w_iI 11.1—.1.1I:._�.I-�,.-..,..I.1 I:.",,.-I�-.-,,I.--.1�-�.I­�..,,_�1-Ii t-.."1 I__��_�-_I�_9-I,.1.-�I,,I,-,I I 1 I.iiI I:I I�,,I�I.4 Iii,�-,I,`, -_�,_-I-�_­:,­:I!.i�ii�:�'I--I_.I__I 3�-L I �.L-LLI',-l�l-I-11 I L-...1.-1II 1 L-I-I II.-,1,1-,..­..-­11..I-_L,­. _,:_ t 1",T�­M-,-�-_���W�',,""�,A1­.F4.:k�7I�.-,,�"I�T_I­�j wr--"?'_-­! r,�--M­�-I_-�-111--�­-1��—rL=,"1-IIm�-I I7 I-%7-,��,--_L,�­L , i 2 i 7 S �m 11-&,1,0��!.7-J1.i''1'�l.-g-.l. i -,�-i� i 1� , � I I17[ !! i , I 3 I � , t ,1 ,.,r__..., ', ,,I .. _'_ i # } i ! { - X ,_. ; , iIII� . .: r 1 ... 1 1 , f - — , >, i. jf .: : P _. - 1 - _ _ i. I i ~, It , I rj' r 1 __ « _ , l a 1.,. ,. «, _ -' U_7 „ _ _•.. t t • :;'{ ' 'b•. :.. 7.__L I L., . # , - . ,C+ q,. "...:: 4 - ...... fi a , _ ,..,W. .. r , -. ,,.. , r -. .,'e : ..n ,.. ,......,1 .. :.' a•, (J,o ,6 v� ' �' f 'i 1 t, .t 't,z r .. P ». a� . - •a an.. r `' a R... a a r` x 7 t G `�i a• 3F >y,: 4" 9 I A w . " .n : , J - f'^ : 1 a• :. .. _ K- v.. _.. ,,,.,_,_ _., _...-.,._- ...-..._,-«._-,_-.,.._,.-,,...,.-,_.___�,..._____,>_.-....,--'-, ._,,... __-,-_.. _—,_.I-._'-,_-- , _-.,,_.,-___.,__.._.._..._..__..._.__....._..__�--..--._..,.__ ..,... «,,._.,_._..-_,_,—.-,.,- ::... - _ _?II I.L It"�L�,*r,q_Fp,_-.,--.-j.-p"-1 z--l­�-_a�I-I_."-_-%�.­-_m,,.),-A­IF v..i:.-_;"I vL._l_—_,rIx�t��I_.iI.,:!i�II­__Il_—o,-I_L i-v_l:_.-ffI I.4._':.w-__]_j�1-_�,_-1,I—__,­�IJ-_"w_-,,�_:�.-.--,"._-­--:,­,_�-l_I!LI-�__­-IL,;�"-7-.Ll-._�__-��Lt_'.-�';__.I-­­-_�"—r-"�­-)I-t_F_---_'­__--T..i.-�_­�­l:j,f�­_lw-,,�'L­�­­i­­­_­­1m.­__y._.­_--.,_,_"-.-,�-_',­_�.II­�--­­�I.—_I�.-­__­-I.­._..1_-'_1.;'-.­_-­---,I I__'-,".I--_�,-­_-�-__-,_-___-I-._-,_-1­­--1-1��_--_.­­-------I_1I1.—­-.I-­.-_­­­-,--,__fI����I1�i.:-_.1_�."­I41:I 1 I_I L._._7,-I�.�_I_.,�,-�,7 1 Z;--_--�,-I,,-I_L�I_�I_­,f_,___f,__.4,--,L,_�-­._��-�_4-It-�_�I.,_'.1�1,.1-�*,,_,1_-I��-".�L.L-_-I��II-.-'��L,l�.1 I�il�,1-_�.._.­I�. .4i�L''I,�,I_.I._,-_I!_-,,___-__I LI.­_I-_—_ II , ' _^._ -_._. .. _ ~~»., _.-...., :... _ .._..._. __ ...�w $ 7 # Z t t Veit r'R".. __ _ _. _ 3 � z ;_—�T,__iT�hI_IL'�i-�[P-[m— 7 7 e # -. „.. _�_ . .. ___ a �_ - _.__, r' J / `` I J `— 4 t " : f 1 ` 1 ., ._......-.....,. ". -_ „ . ,-,._-,..__ _ -- .-.-,_,_.-._.,. r,._,.,._....__,._w,.,...»-a..w_+ - -, w.u.•^wwwa.,.a,naV-a - .x,__.. , _ - f I // �. ._„.,.-_.....•-.,.-r...w.-.-,ram- ..._.._...._.._-..,.:.w.._ �. .. "'� �\\a q , '-, tti t Y' Ali T 15 -- , -�7' ` p t I I �'T YI yy .. -y __ IiY#-3,_ .S"�a:7 ! „ I C. _._�. .. i MII :�^ _ ,.. - a.-. ,.v r *. 34 , -$ S i ! LAa «„_war .:.__. —. �___- l i� "1 1 { { f,,,_,.,, , .'- %��'r--'I f CeZ> _' -, .__ f e „+, t..r � `..p. 1 c`_ r_.r 1 I i - ,- I # ,'� �_ ._a 1 4.^i.G., ,✓ j 1 v 9 ' # t " , C'i 7:,• k j i i , - '#!`,tom . I,,. c , ! *, ...... 1 1 1 I f w } F _, .._.. ' �".., ,1_. ' f.... f.__ I I-+�.�a TAT x' .may HC.-I'. 1. . , ,.1 # I 1 ± 1 ., 1 .1, _ , G 1 _. .,.., i t , f f --y i 4 t t. i 4 ` a '4•x 3 ., r ii : f �w � 1 ` , 3 E .�.__ 5 :.. MY .... _. _ _._ j y' � ;I - _. I t I p I t W11bae FLa[ _ 1 _r_ , i I i { l Y i ,.._r.:r c,'*r... _ _,, _ o. �i t i t 4a__n.. :' :Z) I ' ;5 H 13`.�4'7 LEF, a I • . � 1 1 I - � 1 y y I a 1 ." __ ' 1 1 : 7. _ {{ +� t 1 a (Its' t ( # r t t i t I 1 w i _ , } . .... ,�, F!, u } -------' _ _ ._._ ,, . (,,. .._ ..,, .... ....,-,'... I.. ° '+ a, a.: a,` 'Y' 51, ._......,..,...._ ,_. ....._ _ _ wr._.r-+ter.....-... .. - _ - ,: _... .. ., a,. ,t _, � y � _ ' 'V,C T" 1 '' i . , "M ., yl -„ �j , 3 t RANX ,.a :, w �a ". :, . . �. . f ,. r v�yw. Y I. 1. II 0 ^ ' 0.. `• '' - hi era, `� '',p fez . y a y s� '_ , pw. w, 3. 2+ a WmQ-44Ir . '. s ,.. ., H. a .. ..a. t .. F.4mm �.. ,_.. ,, .. .w. . ,. ,.,, ... ..0 e 1,� i...,. _..,_ .. ..- .. ,. �. .... ... d" , , ..v ..r _... 4 1. 3 .r{._ ., ,.,. _ ,:t. , e a. _. .: .,. ..r. .'P ,1' :. ...: , , , i ` t _ A dM. {{ . , .L a - r 'r! .. ,. .- ,.:. ., ,. ... -.-, :' - as �_ - :`, :...,. ..a s.,-,... .. :. � .-,r�. _ .. .s _. +rat- %, :- : .: � :. ,.:. err: ... .�' .. ,d .. �:. 5 „ -. . T is ,. ,. :'+�- ,,n.. .- ... .. �. , �, ..,,, .. 91 I;r, .:., fa _��r :- �. .r,*: .. ... . I., ,. ,,. 1. ., -.- .� �. v o - �,ar,l , ,. . . , . ' -�4�,,:- — —__-�--____ _____ —1--, —-—---,_ -__M_—__��_-_---­_-----———� I . I � I . � � � � , _,____­________-_­ . ; ­­­­ . ._w9m�_ __ . � I I . I � I 111,11�_ I I .� I I I I . I I I 1. I I I 1, I , I I I :,�_ . � 1.1-1-1,-­��,��.__�­� ,�­ �, " � , �� I-11, . 11 I �. I . . I I I �. I I I �I �­-, 1.1��_ I I 7 . ­­ ,., �, . , 11 1, I -1 � . - I ,.I,. �. , , . . I . I - I ,�,�f,j I � , I,� I - 40 11 I",.,; I .,., ;,1'.n . I , � 1. � ,,, �I I �, ";1'4114,� -, , j,- ,, , , , ­�, "- . � .1. ­­.,;� -�- N: I i.l,e il I ,. � ..-� ;, I, I I _ . � I I , " . . I - 11 " "� .",� ._:j . ­ I I ll�­, ­ j __,'--�,, ,,I - a I - �� -i...�,-ik�*o--! I � 11 I-I),-I',- "I 11'.,� ,; , , "". I.,.,�, - .: I I 'o,10 , ll,�j I � �l - � -, I , - �'_' . I � . I _ ,.,��,e --W. - ,� -7-,, - I I. , _��'I .1, � f ���. . � �,�­ -I - , , , I.. I. I I .1 1 ,�! i I 4.�,.,l �. _411�_ 1 ��- 1 `4 1;:�Il %M 7 1 ", - '14-T",��'..'�'Y'' �­ �:i�`�,IYKI��ellw.,.___W' , , , 1�7�,`",­;4 ., �i . : .r� I , , , '' , ,-;: :11 , " �;' ­; - -7�� ,'m ,*EZ, ,',,;�V,��, -4-N- A "4i Z"WA�1��,�'I",�r,� ,";�,�'-?,�fto�� ,. - "',;Z,I:_�k� ""r. .. - - WV'!O� ,A'k,�­'­­­ — - 1 - I .� , , � .4 ,, A-%:16"'; `� `�-' I "', �.-'A - " q- - q.,,'.1 � 0� V P�!:��'11'15_:�'�__�,. ", . 0 4`� -�:%" W, N,4;12��'��;�,� '_x I.-,, ,I.f,�'.l , , f,�: �,; - liz! �� I V A � V-,": "!A"- ��� t i ':� " - IIS: ", ,1 , . " , �� , ,­-* �4-, , ,�m-,-;,,"A.;, ,—v , - wj,*"�m, I(,��,".,%: - �."�� , � � �A'S�n,,fr��re�,qk",_l .�,V-�al_.,lll��I_I-,� i M . ; - , , " 1. - -1-11---1 V�-�`, ',.',,�_.­­­ "W" �l A- 11, M I ' 'W" � - r n. m ., maiNdik... �1 . __ I " I I—— � 1-4 , ',�,,��­ �-- �4c����,I�uElijAbto — ____ — ---- I'll, ... . � -_ I - - - . 11 I 11 -_ -_�______­__­. I . I � . . L __� �- __ - ­ ­.. �.­I -- ..­­1 ­­ . -� ­ — ----.----, ___.,__­, ------- __ ­­_1 I - - ­ - - -, , - �� 11 - 11 -7 - 11 . 97. �#!-�., I PI�,, n_ , T ,,-,T,­-:,-g _,", , "p, -- ­­7"" -, 4,,!,�� - � -, , . � �l 'i�" ;,.� �"Ir 1A ie�t -`�7,,,'.' " lr Tl*l Q , . _;,r _�,n�,,;.: �'..�-1,�, -1, , �tT,4 1.11111I.-I 11 �I." �'.17:,�*�, �,,�.�,�"."".Z�ft"q���,�,N-r�yl,,�.'I r. ;; . IT , ,3 , . a ,,, , , ""IF I �1' �l - f , . , -1 11 7171,11"r-71� �T i � � ­­ ­­ R ,�V. - 't ,� f, ,�, � M7, : 'Ic I" p­'_ , - --j",�­,�,­";4- "'. ___ "� - " il�1111 ,: �.,* �,�, _K, 1 �;.1.4 i4i,7�,_ � _. �-­�$, ­7�;a?,l",g g-M' -.- - --- .-�r��J'7&77PT7,m, ­i ""�1,�I (, � 4"I.-I-.11--,., " .11 �­' ��'_` � I , ,I . �Ilo,g"6,,,��! .ri�4e i, W_f�i�­�,,� " I . I %� I I I - ., , I"V 1�, 14'_��Zl J,:��" -z. ,I , � - , - 7 --- - -1�1 I'�'-­,�,�,�.'��,,,31.�.%,;�I--e�,vjl.*;�'.�-c"'I" _ '' , I �- I I . . 1. � K, , ", ,, .­ 1�11.. r, ,,, ,I �Ily , � , I i­ lv,�,, -,,, , I-P.I. 1'� "I-,141� I"i.­.�;.� , x;np., '7� � f , - . �f",',',,,r,,'l I - _ - . , I , , 1, I I ,7�-.,',",�,, 3--j �. ,7, ,_ 0'%1111�,­ ... � IM, -�A!l 47,-`�_ ,�� . � I ,- , *1* _;,'� I "o ',..��e,�-­�,i�_' I,,,�� ,t "t , )_;?,�' % ��� ,* -1 ivl!�,�5 ffRl�,A i . r, ,4 - 4 'I -1,,-,.I - I"_ N.! �_i,_4,", , _,�4,- - - - - �, I ,� t;;_ 11 ," "-,..- ,,I',;-I I . 1 4'"' .. 10, 0 , .- �, " , , � I "'� 1 I'lt,V4 ,.44�3��,��, � - 1� ; -,­;� , 'K - 1�� , - !U;%W, , v- i -- :;,�'�,�,'� !�� � , . ,,4 . . - , ,I E ,7 � I %�t , ,, .._�, -�,' -1 ... , � � " 7 1 1'11!'��� ,,;, � . , �, � , � 13�.V�*1_. , -.11­11 Nl­ ,I*"' 'I, ;- ..'qm% ! � -:,�". � " z "I,%, 3�*l , � ll _'I'l,1:4 O T.,�1, T I . �`.,I:,_' ��1�11'111,'-.�;,,'­ :�",N'- " ,w '7111A , , ,�,,, - � , , � ,,,1.1� , - .."t, -1, �� -1�1­ .. - - ,-,14,��_, ,- , C CEM 1 q­-.;�-�j,,­* -, �,"'N.' , � I_�,�,V�l��,A.-, , -- .--�- N141,, _'C"I.,�4,- ,�,­r,- I ,� ,. ". �p . ,% 11 W ,�­.,I , i - ,�;­ . ­­ . , 'y ,;'ll WWI . - - ­_ �, ­11,.,`I��_Tl '.... � . ,� I I - , 'i ��"­J�,, , ��,­-,�', - � ,,;��-ir-�*���'�":�."�%,N""�'l-If��', ., �i­; , . - �� , ,. , ,,,_,_4 , �,e,�A _­­ ."'. ,�, � "l." " . `� " I - �e­!'.-,'�­�­�,, ., ; k . . I �: " f r,. -, 11- .r 1�1;­_" �'.�,�A , ;- ­'�_�,� ,,I�11 �S� , , , �,�',,' . ��W�S$ 'i� 7­ el , I I n . �111'�11.!�kll,�. I %'-,­�­,�­ , -1 , , , ., � - � ...h-vy �� ", � 7 N - I�,� t4v�.��,'�J,Y,� " 1'1�: 1* 'M ""' " , '114, , " . . , "'A­­,w --, . '. ". , �,��t ,-pr.�4�11�,�,,�V_�� ! '.ti� �V,,��'-',�-�­­,.,,.�-- '.�,w I-, ­,., I� . �­­ �o,7,,s '­� , , - �---�y� $­.V1 1-1,�.,�,�,� � �-�."-1 �..., ,�; ll..�I,,, ­'tj �,,'�Fz..'V­�4.r M "� _'I'll -- - ? - *-,, I ..; , 1�I �, �" '�l�?1��t'11141NII"k,- - . rl .il I"I w ,, �I,,,_IN r� *,Z� ,, ,v __ I � ; � "�'i;,�,7 �. .,,,, � , , , , , fl'"W "�,y r4 - , �t�T,�,,-�" ":_�,J -"�;� ,, , , � I I I � .- 7, "" , .1 ,� *' ��' '�,.,z� - , ll"-�.-Irl.l I- - �,�.e,�,,­ . , , ,- ��, - , . . " 412�," ..,4'z-, I r.-,�,,��'.ti.A r. , � , I ,j�:" �, , �;�'� �4�"Y� -� .,""t , WNi j , �P.S*4 , �. , 4�i6+�,�� ��,,­ �,It­. "I *, . "-, -"�,, ",,, � ­ ., ,� - ,__ , , � ,j - -,:�;,,'.��,", 4 � �.41 "I ;� il- ,el 1 147,­-, I��N,?l��,�_17 � -1�� . , 4 �T , , , q � 'N . '�,_-�, 11 1 7,,e�l,��'; ` - , :"",%" m. �'. , .� ';�, -, ,A�t, , , .�, -�, I�, ,�'- 2�1 � ,�_i�, ,;�, ,�,�,':l ,�:�i � , ­��, --,,�1, I 41'1., ,* , t 'I , , � ­­�4 L.-­11", ,,,--'.* , - - "I i,X(' '4�1,_�_ ,I, 7,���-1-11 lw.k!,;�I� 4,1� , . _0,7", , - �',�. .'A ,".r,rl I 1, , �, ­�" .wl�,4.4,A ­n 1­�­ , - __ 7 , " ",-T -i, " � -�,-� ,, ,�".-�-,-,,,,­",�_'­F,,��­I.li�­ "I ` 111 I -�,� I 'IV ".­1 — . �% ,,,,�;.,':�,�'­ � o -,'i'�f,, 4-,,-1,�t",,, - .. - 11- .­,',­­"4-, 1 ,�,,lf, .-C W�.4,, � . I ­�.1.11 I'� 1. r, I . I. pl;A-��,*, 1�, , - ., - � , w - "�* ," ��, "�� ".� :.,�;� _­ 41",, ",". -"�, p";��,- �", I'X:at�; pf,�,"C.,"'.,!��,% -"."fj,�-�I.,-,�,�&�,?�.. . .,,. " 4 ...I.`.'. - i � - "' 7 3;�,;)a'j',,;;,i-,,­�Yn.ki:, AtW',�:,"'A'.� _­�4" r�,,­_­ , - , ,�r ��� ;'.',',".��;,- - r ` ., ­1 ,"-'-," � � . .'f�4 , �, ,�!�!�, ,:"';�,��­��,;��-'?,�", , i!Ph, �l A 41- " ,� I - �,'_A, I_� I-'.I., 4�;C.,�;",�,,,,, �"'­, .I I�m ­­" -1, ,., � , _--�, �j�,1;,��7�,11 -�,"t,��? - �..- . 1­1 ��,�,,` " i t . �. � �, �, Z, ', � ��, ,`�`,', ,, -1 I q, �l I I �,;Vi� � I I � . , � V,A�"­­w�_!;�,�,.�� .,, .,�,­�,,-,,���,,,,� , ,If`�A�',,I'��'c',�;, - . .,,,- A .7,* ,� "n I � � - ,, 'r�'Al�,­��:�q,,v, , �;,�I:�- - � " i �,Z� � i , . " " ::�','.',, 1,� .1 I'*'­ ,,�-.-:,�T - - ,-- ..4-.Vl ,g­ - �,,�" m 1-1�v I - T­ "I ,��V,��',,�:�;� "�,��,�, � -,'��*T'�,t ,�,','�­,W - - �,4 _ ,�" I 11 A;,P" - ,� O V, � �11�- �:I, i� - - , 44 �_ _ - . ..� . �11­�...1,, 1,-J;J�, , . , - -% , I � 1 ,7� , ,1_14�, 1". �.­­� 1.,., I &i'". ,, -, , 11- .1 - r-�,: , �Ov, - ,�',';�,P,`�'-7Y- . - � � 3 3'� , �j4, 1 1 1 , � .� , � :1"�.-I''1� I., �,I.I_' � �,,','T,*N�:, _�, ,, �,l�,�4.1.­�I_j-, , ,,��* �, ",, 1- �. " ., , , " , "'g, ,-, , 1, ,. � � _. " ,. ,q. - '..,t,_ �� �:,t� �,­,�­ .,,,,", � , -�" - ,­_ .. .. - Z, _�.,4�_, -�',­� r� f,�t�., 14 1 � - 4, ,� ,� � , � . -�, ., ", t,1--;;W;71.V,�k ,,44_-;�,.. Ilp � I,",�-z.-'' ".',"z,"'..­� "K,�,�""I,,,,,;1,7��.;,�..� . , ";,.�';,­ ""I"'I", .'X ;,f-4 ",��", "n -,,--­40-�,'-1" - ., IP "�.�;..,­,_, _T ,�, ,�,L_'_,,�,� , ,-,.,,-. , � , -I'..1;�Ill- _77�lz ,,,r I" -_ �� ., . .11 , t� , "?,I�f'71-'A , t ? �,:� _F, ,�� , - ro 4 � �. �, � . . -1. .11 . -- �i - , .-W,,7 � , , ­,­­ -� X,;���,,V� I, , , � N4 ,�, ,% 'pr ­­. �,�,J. 4, A'w , , �­' , W�I'lf 11 ;11 ill`��X "t., "I'll A ,, -, . * � 411, ,.,��,�i;- AfF'e� - A, ""�*7,k ��'o-I I� � , .� I , ll,�.- " :` , _;;��.� - V'4! , . . _,�, k zt- ., -,r-i'�i: j,_,,,,,. .. I-a"",,",- . ..��r,,���,7�'�',L . - , I , "' ' 't i ,��,;��,$,.,,,T�I. , . , .4 . �� , -I,rl;b- , , ','. � , O' . , �� " I I 1�- a , �. : � I �" " ,r -- W. t ;. 11, �� ; �; ,��-qT�l,%;4 ,t?;,; ,�`l-,,'_"; ---.*?,--y VA,I',"; i� Ili , 't� ..;,��,.,�-" . - ��:,. '.� ��* I , �, ll�� N 1-1 I � , , - , "­�:.,A�l 1.,.�"� ­�"._ :� A'y"'.. ,4, '�r I "�,�. � , . . 7-_� , , " - , ., ,�, ,"" I __�l ,.. ",- j ,!Pl�I."- " " � IWY ,� , ,. m ,ff "w � , I � " , .7�A 4,�,� ',1� - � _ ' ', ­ , ­*q-&--, - ,� - '.,__ v , �;�, , I ,. I - - "I. .." "­�; -_Tv,', - "' ' , " e.fj-."VL _ .r. � _ � . .. I--,11 . 4?, k. ,?.,,,, . .7--��, , 4, io4 .'�_ ,,6 ��, _,l ;IS 4 --_ t "V,,,�, , ,,,-�,�I. , , , - � - I I " I . �.­ - " N ­z ,- -k­,­­-,­,-jl.,'t� ,,,�:���,�,�,�11--�",,:,%4"""4�,,,�!"���,�, . I I . 1-11 . �,- ", 4 �ft.-­`,­�,,',',',-._r­ J,',,�,;?�F-I,­ I- - p"',�x1plItAlIX4 ___ WN- _:W,;�'.` , - , ",­." �_,_.­- .-I%-- -,� , , ­� ­ 1�v I . " ", 'J,�y - - , �,a �,V�,` ,, , ­;-'�,�,'.�11.1�1�,_ ,� . F171.���, .I.I.-I 11 .­1­0�1111 ; r �"..'' - , - - , , I ""I� .�I�.I.I.,I I " ,� , �- � _� �r�'�,� ";Uk-i - t p -, �2 ��., �;,r-...",''. . I I , . , x"., ,av,�,, g,4ppp--, Y.c' "7'�,474_ � , ". ,- .,:", � 11 , 1� :�.*­­ - �­'��-'.�'-� �', , �,;:',. , � � . "" �F, , � - - � � 4 "I'll", .. I "_�,�, , . " . ,: , . ,,, 't, .4, , ,­4 .,.;. �� . ,) v -- -, � , ��4 � '; �, . -,w �!-.o�'% 4 - .. � ii", -x�T,�,.����,������.�,��,v�;F"�.��,�.���, i 6" " ­li '--!�t� �, , - � - , � - , " .7 1 , �" .911. " . , I I � �� , JR, �, ',�,.�,­­,. , ' 'I . V,,*...� .. ­�,�A'N,Iwwt "�.;_I�W"k, �`Wb '��,_v ,", I �1,?,-Z,I.,�9%,_,F." ,�,��,,-�.J�' ,I.,11 � ..,,,-�,.!�­ , , . ��,�5��.�, _ " "',W �Gfl Y . " - I .11-1. ­ 1. �� -:, ­ 1, -1 " I ,, ­,-" - � , ,'-,,,,,% . IN :, �,�, - ZA � IT , ..,-, ,_-�:","�'r-,,-,t ,.k, , - " . I , - � ,& ,.* - - , " I _� , 'it � , , -",7 - - � , � , *"'4 ,X �,,V. " '. ,W" , ,),��:_ ,�­� ,­V-,'�I- - , ,,,� 17;,X 'i I � , ,,, m g , - `�l , , I P, , ,7�, 1 ., � , W)o - ,�:. � " , , , ,,".. " , -�,,�-� , .�". N I L ,I - 1� 1"4,,A ,� ,�,�-,�l��,�­"I�r_ �6 1 , , ,�.,I� M � t �, - ��"". ,, w ,,, �,,,,,t�, " '0'­� �, .A`7, , - "i-q-,-";g � � ,, , I "". , ��J4�, :. I I ll� - -,I,- �� _ � "',�;,I"�,,- _ w , , - , - � � 11� 11. , �-_ ., � "I ,�A 7,p,:gp" -­1 - - , , 44-'it"�v ; ,'i �T�,A . ,JA _� , P , ., , � .� ­. . _�',�,�,�," ",�,,- "� ..-,;,ov,r , - I 11, "'. I ,"­1 I,, OV4%3, I.L���,� ,i',",l , 'j, ., ,, ,� �,-�.- - �," " I le-IF �. . , I'till ,_�!Ii_­_ ,�.., ,­_­��_ "''." ­­ ;-,,%,,,;�K-',��,� -:,� . ­­�� , , �­'., ,i­'--. � ll�i,I I ;.,,.�.�.�,4,- . : .I : -17� "I." , 11, :�,"�`.I'll-, - -,N,�� ' _��Z.j.;,��'.I � �_�,�I r,k­ t I,, ,. , 'j­,�_I�l ,ck!, I-,� ,; , , 'i-��1�,1441'4�xl.l .,U,�-11r.`z U , "" , - .R I 41 i , "", � �,, - . , ,��,� ,-"ilf , �- , I " - 7�T , -L�',W�f,1�'R.j,Xj . _ d��l vi­ . � '­� ,,,,- ,", .-,i .:,,,.;_.;�,­, , .. ��%t,�,,�� � �� � . I ,If " ��,�'I'L.­, ­ ,­_ . r"I ,,�­_), ..'I", . ­�n-'A'-- �,­ .4 1 % � . � �' �� . , ­-Rz , ,"' , ', , '. ", � _w�,�'i,- - -,," �� - -_�7�1 14 1 ,,Z q � ," " V, R7 `,,�' , , ." " � ,75AR ,7, , , , I'l " _ I i , , ,�1,11 ,w ,.;r?,; M I . "" . n, I N _� - , , - _M.�i� K , I - , . - . , - v i�w, �:_,i -;,`tf, - , 'I . N, ,.� I I- ." I".Al� - '7,-��,� �, " , - , :, -1i ­1 ` X I- . ll� " , ..' "I" 4 - ­�' , "`!�,`�! ',,., ." - -"�'I'I, ,,_ - �. , � . 1-1 -.­-�',.,%'__l '�'­,�,'.�ft '' ,�W , .," — I . � , " �­ �-, j - V, -, I I "1-1, ,, .1 , ��l - I -1 'I� 1. . � _. ,�I,�"­�,4)�.�� �,. �, - ,q?.% - `V­',�', �; '7 , 4 , DV�e­o 4VP If A', V .�F_�r ­,6,�, I ' � ­ ,� "�l ;-1-1111 _111.1-1-14", ,;' �- ,1� , � .. , L i � - ,, "'V-��`,�-�,,'A F "I , , , " , , � -K,7" ,"Ill _`11 . � U. I I-C I Iq 4�41' ,1 "r, ,;,�-.'"4� � �. I I -i,s,'-­ -, �g-,I­V, "j-3 , ", , . ,� �:11�.� , t � . . 1- ll�� ., - . � _,�­, il�___�_ "_!�',',­,'_ 7,''"^6�N�,� ­��.,.L�"' M. _ �! !�8',F.�;O�';' :',&.�,�, ��"'� I _ �%.N­,,,-J, � , --1,�, i�'-- ", ,,, � -, ��,_-.,�,'.',�,,-�,�i �, ol� .1 -. -� - , �( ,� , , - , - 4.�7 11 I,k'-'�-I- k , * - - j:,�-,: -��1,�. �,�� ''�1, , , "' I- " , , �'-, i - "- �V­._�,Iip I.,�-",4�* : , -A.-'��A!?, ; . �'. ,, _­'­';,_"�,' 16,9., -, �",:. , ­.1',W_ . ­i'�'�,� .:- . -�j�`,",�- -,��-j­'� :,if - -Yr%;� �. . , --,, 14�,��-f . ,7 ..:,.1 e'.�� -4 . .'', .�,�,,��i� . , , - , ,_ j";��If.1;.17'k-.��ip',�14 �_�­,&� 't- *'*',,It"�,Z�'R-, m ,!t'W V w� ,� ,-!, - ,- I . - - � � 'i_,�' , , Z.'&!�*lt,��,A��!;.� , .. " � ,;� , ,, , lllll� 1�� ­,"""t- "** ll­,;�,'Axv6,,,,,,�m - - "It ­W,zt��,�;% ,� ._,,-J!�.','� -F.V'�vtnr�-�q,��Y'A-rk,�' ,,;,��,�e M ,,,.",, , . . "" . - , �W,,�, �, $ �i,'I . ". �l� ,�, , , _�,'�;,�-!I­o %.. ,- � �,��%,��m�-,? , I I 11�; - � .. ., Rk , ""' ,,&,I� � , , ,. �.._ - , 01C � 1,11­�.�" 't?, 4,'r��,41" 3�� I- .A",P�W, �� 6 I I ;* .-"":�,�,� .� '_I��o, -, ,. , - - ,S� , I ­� �I �l ,��'W,.,-'...- L �, 'r. A I ; A, �'. , , I I I P. ��, , �F��;,"'C 4M".��-,��r �1: ., 1'' - ,'� - ','�, .'-*.,:�.o�vrl- 'j,", ,�;,��,-1 ,"MI, I , �,_`.ll��"�t .I �I I ,�I.. ** 'A. '. _. ,M'4%..�%-,�,,T. Ne . 0. �9;11, .. ;� , , - A I I ; ,�,�W��,�;�,?*,�j�' e _�,14 , ,,�77 ll`Ktkk��I X"o, ,, , � ,� ,�L,7,;�,j n' w ,Jr.,,',' I .Ff ,�k, , ,,�, - ,��,�*,gi, � �. �"r!, �l - . , . -- , ,% tj� I ,. . . . ­ ,, - , -1 ­�r7 , z "'I" �,;, ,.� . � �'' �T,.-,,,,'� - - ," I " I . "­ , . � - ­ �, ,�- W�-, I A -."'it :_"l L,�I`t�,'�1�_.����i�'1'14�1"I ­-- I� . � � I " - �' , , I , , , - - �. ­,"I ,­"' _L I - -�� i .1 ,:� ,�'. , � -1� MA �,­­-Ai­j"�, ., , ; '' :�, , �,,* . , 'i . a . ,7"-,4�,�"-4 " - .. ;,Aw g,-k.j,-,7w,,�7,,,iz,,-�� - � I 'I ,� �, ,��',��,,4� 7­��J , �Mg�.,'jj�',�' " ,­ �-"-'',-­_,­,�'Il I ' r:�? k,',,,.l­',�.,� ,� ',,, , ' t,,., . ,, .I ', - . ,� .e _,�, ,'_,"; I , ­ , ;_:, " , �-�4" 11` � , , ,��, 1.'tl�', ��, 4��V� .7".T'�;F;��­;4,7ii*i I m ,;�' ,171- 4�' -�'4 t,­ T,4 - , t 1, '' - � ­ I �, __ , ,.* � -:. .4� �,,,,,�Z7'�_,qx:j--,., �, � .,�,*,', I , - � ,r _ . ­ I .. , ,,,�*00'.�,,--Pi�N�, " � ,��. . ,�l ,�: .�4', �­ 1. . " "', , t,� ,",;`" - -6; q �;,,�;,',.� , ,, '', ., ,.*��-�,,,,���,-,;��,�,-�i��"'-4'��4. ,�ZZ� ,"ll"�WY -,�, 4 "I'VIIIIII - � � � �l 's", ��,��,, � ,. ,, , 6i"J% .­., ,��r �.�,�, �. a *�4 �Q"Tl_�'�,-;,;l �1,'L�'� .-,k., . ''.­,. , �' , � , 11, ,�,� , "'..- 'W_ ,,,,," I�l ­'. , ­­ ­ ­­� 3w ,_- -) ,, , . .-­4 ... I , �, - - � .� R�,;_v _e, � 1, ", -W-4 ", 11'. �5",, � .; , �,- v�� 4N, ��i_,."I �, ��',Zl,,,�,�"i,-"4,1^",�,�,.��S,�,�-,',�1,01;�,.:;It-'114.4111 �i,;��, ��, -,il�",X,�Z���-,�,�;.w;,.',�""''4,��",��,�,��t-!.1, ,14'1,�71�,�4 , . ! ,�. "I . I :1 - ,`� ""'k, 'V ,-%;,",� N,14, '­)." ,,��,Mk- '41 4. ,- _�;;, '.., _ �� I . ­,­_ "� .4 1 . ", , � I! ,�j , , �: . -1 if ,���1.�t�'�','_",," ,, I F - -,741 -, 1 _,�?�_� _ �;� � � , . I , ,.-,- , ..- , 1" ��, .�. .�. !­ �,, ,, � � , ",�" , -, X___ Z' � M it n. � �_,m�-, ;,.- , .1 ._� � I I I , ._1 " o,-� 'A' *v��,�17T, ,,,, � r 0, . ,%�"�;,�i, �, - ,_j ,l!-_,­,i ­4r, ,V� "'i ��,",�',- , ,. , 4 A - , -A il.-I - I , � . V. " , ;`- ."I 'I I � - �i � .1,`- "I"," - ."", , � ,� ,w ,,,y :i. , , - :. , -v -- �"-� �- " -. -- '. 4 � � I 'IL .� . , , -­!?T�l f,v-,,i.,­��-'n, . 4�,,, 1, J­�,",'I 1� 'r, -­--' 1'.� -_�, V-1, , �; �� d 2;"'W _ '',11 ,� : . .,� - -11, , �, - , �­­­v ""'., ,:�!. . r" ":111"".�1". �,1 il 1, �l I I,—,,-�t.��:'�i�'�;,,,,.�-;;t��-''�74-�,,�.�".,$, ­� . . - .� I . ­ � ',�,`..,'� ..��! �,.. A I, ��__ 1, ,.�, - " ,, 'z�,'�,�-tirv�T,�f,- ... �j�-__-.��:,�e�,�t'��,.,,��-4 -1,11, , ,� -� --,�.#% .k , , �, "�� . � , _1� _�.��­m 1,'11,1--,";�,� "�11- .lw,�,�14­1']�"I I . ,, - - "- . 7 �" _,�."I�Q'�L ,11�_ - 'i� .1 . ,Av�.�,x.A 4�;��-.�-V"� , I '-4r ­ ."j,­1 I,l '. I � .� - � , ,, . " -" ., ",��,, ,,,,;T, * , '_­1 I ," "... � , - '. 3 ­��, .�ki�­ -�V,� , ",-�,',��-';'Tl -­� .�,*-�' , ­­0 �T � , , ".­­, . : 'I * '. ,,, - _'. �; ,,, ,� � , I ri" �_'6 4`2 k 15 0 M", I � I _' , 'k _. � ., .j..`L�v I I I , I , "" -,q, :;"$��,�,'���t,:,��i�,,�'I'I 1!.UIV� 1�­ "I -1. 11 I �. I " 7,"w',�1,,'-'_�, _. ­�;F ­R .�,,­,_! ll..,lllK* I , K,ffll� . i �, . -� _ - -� , , ,--t"a , �, , �� r , P, . � w �l ,: . N, ��_ . I ".� " P, I -o"",,hizk#AV �.. , il - I., �11111 ,I.r. I I ­r,­_­� -' L ... �,. I �.,,�,,�,;� —, ,._4 Zti,, _0�41,­­ �I.X , Sl�,,�­�,,f -,I, .,, ,'..., �,,Q.�S'�­�,7­;,4A ­I- �Z,*. ,. IW 71;�, 11 -"I , ��Ol , �l :­J`!._�l � ,� '�l �. o. ­­ " , _�-i ,,, ,. � I'll-A -,;f � 11 1. 6 - :­�,�%,. ,-,,. - ;1.11� X -I^;*`�, I __ P . Z� - . � v 't ,,,� "I � � . I I , , _ , � %:111.11 N.1,14,�_,-�'l �k­ `�41 '�.­'�' , 6rNu,k � , v_ I _",'. , -! - -,7 ,", �. , ,_ I � . I I . ,. � I �11��g , �� � , - ---1 . , ,4 �r , I M", , " 'r.1,�,,,;,,`l,�,YT'*­! I t �.�,V,J­l , � ,,i,4i,;_-,, ,�4" _4 � I j _,�� -., ., ­�.�'.', ' " "I�L'�`".'!,�,�ktl�­�1 4' '1%,,",-, , ,, I- � 'S"Ill - _� ,_1 �-I* ,��.-,� �: . " , ,� , ,. :�, ,'�,'���,4""."�.li,'��l,,�.',- W '�.,� -j��4 X�3. `-i , .4 Insk I'm-%,"; ". t - " I �:, ,�7, - � ,,"7 .,,,�g*,-�,�7,�,..j �� r "'',-�'I'I, �_,,� ,,Iq_;,��t .407, ."fi,_1�� , . i m , ,� w" M fflfl'l� , .1, , - ,� I � - . ", "�j 1, ­1 ;­ 11 If"'-, i ,,�, , � �., .;V . ,7 AM ' ,? ", , . " ., -_;4" M �-p,,Y�-� �" __ _�I - -1 - _. �11��I.......;1_ ,.J_ . - , � "I W ,I I-, I�, ,N�l ll;�r - �] I .1 ... � � ... .11, .-_,::�''., ­l, "I . �,* ­- - , t,�';��._�,,� ,9X',;X' " ­1 f,.k���,,i'�r,;;�7;-I�t�,",�'tI ,4" -" � w,�.'I'f,3,1��",:!V,K R, *'., - Q p�, I ja, ;I=Wlhn;�AT� I , " ',"i�', . �". " �` ,,,,,, 'lU I , m � , -, ; i�,,,,,,1�­W .., - -1 ,..w , _ . , ­� _�� - -4 ,'j, . �- - , , , -W,'i lw,v pl,I 'I � i -1 . , �� . .- , I . ,,,�4�, o ,ill'..,-11,I ll-, .11 ,;c . --,'�,, �.. . � "-, _ I 1-2,;���%,-1���V�:,�! , -".1r, ­­t­ll,710' Xl'��_jl'llll ­­ ..>, I --.11.1 , - I j"%", , I -�­ A . I I I I I I %�i, ".11 , O Z4,,-,,' I I - , "' " 1� , "V­% " 'S5' , I - ,�X_ - "N", � , , , , ,e- ,i!4,1'�­..71� ,,-, ,�Itl�,'��,i,,, .:,,�, , 4� .�,�*,, t,� 50 � . , F I - ".,;, , -.�'4 .,%:.� ", ,,,,� ,W� N',.,'A'i`#,; "', ; """,,,i��,, ,��� �k ,;�', ,Vl,j�­� ` - 0 I . �111 Z - � % - ;�_,I;;�,4 , 1, � I , .- ,� , W,�_I I � 1, � I ,�_� -0 .. i'l li. W1.11 1`� �­ - _1�1!1;� .11" I ir; .� l"_ .­ ,4 1�I-,�I, � ?li TI" 1* ". :­� .;,,, �, 11 I , '. - .,VN_ �.l W, ,��,, ,&q Ap- '!�. � Z�Vv,4;FE��3M.�'.'4 -, _.­�1- 1.*V, ,;:. T,L­�7,,,-)�,, , V,t � ���� � 1� , , � . , � �,�I 11,11.`t ,- I � -1 -�l 11 "Y, C-.- ., , � ','�!,­�,Il , ­-,i,j _. .� �__ %� . ­%. - -,.,.P ., I 'r I,1. , - - -; . ',�- I ,� - I­ �� - -,I; - "- ­,; 1 4� ,Z,, - .."I'li-11. I ; , ,,- ,"i 5 -"-�'­ -� �e"�� - 1� I , 11 , ::,, . ,_�", ,.. ��, I I ., '71" , 'f,�� .r. , ,� . ,��:,,,., .......,,�,�, ',,l,-,,�-�:,�l,W,cfF,., , ", " _,",,", '_�, 0�4,'" ,,, -- - , , , " - ,-;��--.,,�-1,,�:I; �l � _� -1,,�,� . �. ,, . Vo I % -I' ­,­ , 11 "I, .,a­­&�T- �, '; 1-4 -iF " -, �y ,e7�1,-.­, "I �l .1 - - - !�:, - "��1�7,: .M i ,,a, 'J�_, 'V�:� - �i,'' i.­,��, 1� _,',_�`l ._ I �,:­m��, �'- - ­il­ ",, ­ - ", , "t ,'&�?4� - ,�', ,"_.,F -1 � �,,�, ,:,,,n,���,,:�t- 07 3-111 ,e�* , ,r t; - -�4',�;"`�,;;,4, . - � --i%",;,��,,��, � .� :,�'��' 11; . I- , ,,';,'..� ". , I, 11.11,11 nNA ?"?"�,��ll_� ` i�:M,421 'IMN I �;i�,�. V., , ".-4.-".." ,� 1. , � , ,, - 8. �l ,., ,�� N 1.1 , _Y �l -1 �, ,�� -, ii n � . I ,:,� , , "-_A�"!,;��,&V'_.,:_- �—A� 1-"I- 4-. , , . "i � ,,� , ,_ T - � k M �r�,� ",� '�" . i� -�..'­,­,�",, I I.l_­.t!Ir.­­ , I I * �V � I %. ,,,g­­­W.jg�,�l ,.-;,,��7- -�'J.6"-��;, �,- � 4' �­,­,'.,�i ,��,.-,�,,IP!��-'�k��,,�-'.;I��.fi,��,�.4""�-t'I I , , ,; I " _�,___ " ' '. �',,, ` '� , A 7 �'_ , , Z�.,. trr_': �,;�: 11. - � I T .1 , . .i. . " . , . t � I , �,� ',�.1 ,�_., it'., ; , J.,.,,�"!�,% '. '�;',';,L_ , ,� A K.. �".�__ I %R ,, - , - " � . , , . . , - , , , , � ��* , , � I ,1, ��, �' �' � _ , ,i,��7­:,� :,�-�%-,-,�5�'�,.',,!�J4��i,w-:5 i,.- ;,!,,,�­;. , I - , , , " -,`A ,­, -,-"4. ,�i, W I 1 �4 , _z t I I . I I I I -, "� I.,.j ­-,;,-,:,._ -P­F­'wLw , , I . . .� .1�U ­­?l � I . ,QFII , 1,1;� - ,�L',, e "':"'"' - ; . . ,�, - 1. ". '. 11 1. ;, �. , -4 " .",t . . . ,"P " �; �,i,j,�V-, ."I `�, - ,_� ,, ", �4,.,, ) W . 1� �­�,A -11, � -- - 'i '� ,��'- . , , - -; ,­ --� ", "_,� , , ,_ , "'%­�,�%�',�_, 'ffi-_" :t A, -"-. 'Ift:--11 I��-�JF4�� -�Wq " : n'­ ,� IQ ; g `Vi�?',"�-_i, ,-_�� �, -7:, , , ,; I , , , *e-*,, ,�, , ',f� i,,,-i � : "� ,,�L, ". N .1 � ,� "r �RL.,, . :�:`,'�:��'I'k_ 'A- � _� � lAy , 't . !�75A . '' - 'i, � , , j�, , , - I I � , , , tulvo� , X T,O& i � 1�,J� . 1'.,_�­ ..­v�;�:,7 '. , . - " ". � . ,�,,, - 4 1 1 1,�­ ,_4 " � ,_; " 11 I �.,�,i � ,.,I-�,'�7,��:�_' 4.4, '�, "". 1.1'4�. - I -f -k%--u'f " - .q r­�i; , ­��S 7."'r,", , 1, � . . I., �. I , �t­ll,; 4 ;"��Aj���.,!'� �, " Ij '­I� - , �,__,jk ,� ; ,,�,"_`SU I �,, .;,. _, , .v ,1, . _ j � � � I 11 � I )l " ­­,,�,, , ., � I I - ,�, t,A71 , . _,li4,�� _. f� ��)l I I?fl-­;P­..r'­'v ­_ , , ", ,��P ,h,:j, - .;", � � ", Q, -1— .- , - - ,,, -_ �, . " , , , I ­-�-SI;N�` �!� ­;,�` - , , _�, I . " V �� - ":,,,�'!"�.7�,�,',�*,',�.',',(W,,ft I � �1�1 7 " , - �;4',',�I�K�k%`r'O'­ , �M _'.I " . "I'V. "; -1,1M- , :,:�'_',*V' 11_."'IN-7 I -sp� i, Wl v , _:, ,� #Wl"l 41 I I IT, - . , .7��,�z I . ,- " �� ,- - ,T ", , � PN 1, ,��, %, _��11'.��,F�I­"I". 4�;A% ,t R"*X7; ;W*�*e I I I . ..j � rt Y�l_� . , ,4, �*AT.l :'� y' .-�,v ., . , "t, * i�',�, -, ., 'ZI. j "'a !, �; ."", " , .�: I., ", , I- � . � , - I - 9111114NI-', ­11`1­ I ,,�..-�, " ,,. - --, ­­­ I ��.,�-,',,�.',����',�,�'�";"�.",., , � I— - -lil, KIVII'l yr�l " I I",,�ITI.A""�*,trl":.:�,�,��^,kt�+�,�,',�";?!,_"� -:;­."�.� I . � , - , ��,.� ��� ,; "C' y -��,�,I� '4,41,7 - . : , " �,.­ " ` ­�sls$,.'�_T'f�' �7,­ -�L,�­�­�j_ �k � ,lk�., ,� ,� m�-­7�.�f I � 4.l. ,, __,_,��,yp � a ,I I�.�I�I_�,`,1�'ii__,��`�i.-' ,,,, - 1 L-�'7�%"4� -_­ -I' '-,IL­- , - .­- I �"�'��_ ,,,o'! X, - � �,;I'. , IV _- � ­�,- " -" 4-.,.,-Ti6�, � ,�, i " . ;-. 1_�I . , "" " - , " '" , �,:�'*�� F �IIW ,'. *11!K �'A­ - ", '.1 . - , ,)�4. _ ,v, ,!:�,;, -` 'or .. I- ,-­4 ,-'s, ­;�, �-�� --'�,' , ,:� . t �, , - "' '1� I . ': - ,;� , - I ,1_��.I ," t,.,.",�,.,.�,, - - - -'' " . - M ,- i� ,-,,,,i�,,�� S11 '�J�I.,��' ,i;n' , - �;�,I.;^2 N, 1. ,V�� p-.'N -wl, �� ,�,, " .? ,�,­ 1�­­ 1-1 .11- - " __,_4 "" ­4�,�A-,­�-­- ,:��,,,',,--�,!7*0 ,4 1,sg.,�­� .;-4, �l " ­1111 -*I.A. I 1, - 't,i�A,, I � Y, -4 7 , .-�,�,`�,��_7� ,1"% , � , I , 411 t?� , 11 10 ,. " , "' 14 1­%_�,�­��, -"* � :, _�, ,, ;i "o" , , ?. ., . "!.,z� �'," . 4 4 , 4XI., t-,-, ,_ "g.4�: � _� ,- �_ : � " ` ,� . , '7Y _.i i,I ,j i ff �1, ,w� I _ � I I? � - f� ,. le ,;t !��`,­', J - I� - �, . .4 - , - � I I ''I . ,, . , , � 111-1 -;��"..��;,. , . pil',� ", I 'M _! le�".; . �_ . ',.'� - I.,.,- , - , ­,�._",,,�,_- V'g,1-7�11 1. ,7_�, - -, �­*­Z-,�,­- - - ,� , V,�I'lv I It _�_ i!W �. �­, -�i �;,�� ,7"-, - 11- 1 ,*­I -i-I . .� .�,�. 6" .� -,� -, - - . " :. �` n.,�z ��,�, - -,� I .,;:­�,, N'V - q�.......,".,".1��`.,;,!-�,v- ., 1, ,,,,-�, _"',�,�� ,,,"�,7'7 4�191;-,-,L�'E, `� _,�, I �� , olf I - , � Ili,-1�;`IP �.'i , ,� .., A,N-,I.,�,*�'t��,.;,� ; � I .� , ,�,, �-,��y;��;,��'i,��--"","���.'�.'��.,�,��1 _.,_,��4e'�'1'11',J�:��#� .� �, A , . , _� , W, li ', _. �0,;!"`, ,g� � � , -, ", I N��4 , ,, ... " . - ,., ,,,,, - " '_���','feet,.��,e�'� . . ��t, ., . rl " � :,4 .; I 1, I I ,,, ,,`,Y�,,�-.�,A-_,- ,4 � , I i, . � ,�L ".�,IV I , -, , ,. , �', , �,.;, 4,,'IW ,_,,-,, . -� .. �, 1". I W, 'r,t,,,,�� p., ,� ,, ,_.4"5�I , oll;;� �.�l i,.::. YN, 11- , . . z, I'll, -, "- 41-- � � ,. " 'O R,,N�" ­-Z­,,v N ?. , , , _-4FVpkv :T,-,�,'pp `�,��FjWll ", ""i" 't'�­;�­,--,-;p�j.,�, - ,� .:� :;""­� �� �, ,,,�,*, , ?,4. " - ,, � �.�i-,- �g­�­,,,,:��y." - -s "" �,,,�,,7_1�_ rk!"I'LIT-r-,7� ��""A'I�o,�*, , ��711-1'141__`Ii , ­'.-��"� . , . " ,� " ,�,,_ - � �� � �I,e , � -, - -�.r,�L.­� I ,-v,!�ve';,�,�.,`�­,,1�.�%4,�,.�r., 1�,,I!, --k-l-11 I'll. I I. - - � _ � , "I . "" ."., , �t � , �, , X, � .., I I � -��,-",. -�,-,.,:. ., "_ - ,"', , m -, - , , P , .�,� , , , � p ,�., ', � " _�l b; , ," � ! -1 I I ! - . ,,,�,�, " - , -1, , 11 ..4-, , - , ; ,�.I�i� V I , 1. 4, �V� � , ,, " " , ,."" 1� :,,V��,7,;�ijl�iu's.-,-,A4�101 I . -,�,�;�. �l , �, , "�q,7r, 41��,�.�-:��_.",W.� ,j , , , I , . ," � .�;,�,ll'�l , � n- A ;, , - - �,;._� .. '. ", ',%�, - . 1, -I.;�, , .,�, ,-� , " f � I � i " , �, : -, , I, � . , , " e, , 1�� . � A, m '4:,',- ,I , ,�-N,',�,i-'�ir.i�.�';�','�,�'��'�,",--,--�',�,�:",-'-',-���,�'�-����,.,A� ,� I, _."T-, - '!� I ,�, ; �­ - '' I I , _� �� � I 1.� :' ";_­ � -,,Vf4,pCT - I .Ar ,,�t4�ko CP-, " -#- ',e�,�, 1.,�&. ,I-� I I I I I - � V - �, - ,,, , 2:_t ,�, , , �T �,!� �,, , ,� " I I � �_ , -, -- -­� -� I . �-;,w',��IW-c I-, �,8 ", �iL 4,'�" . � -, I , ,- ,.� ..;�,, lrr, - -:t ,,�t"", _­ - ., � r`l` il ,�,Zq,, � �;,-�!,.,�',�4!4�-A''V.�;#"�.;�'�,�i�"�', � �,� � "I � , I -��!­� ,_,7 vA -" .,�w" I, �-�,�_-,�., �_��'�,.-� ,, .. -, , ,,_ � t .31 F � �,_ ,_ ,�,,- -,�., " , 1.- 9 'O ;,� '!� , ,� - " 3 I . , , -, ,,��,� , r , . I d, ,. _"4� ,,,_��,, - , � V..,�,�1, , . - -�; �f , I 4..�1: " . v:*"Tr,"4 , - .I-_,.,,,. .- , ­,, � � � �11, - , , : 11",I �,4 k �� 111. ". ' ot - I .I I I�11 �� I , - , A I - . I" � ,1� �-, _�I.v kl ifA X it 1'1,7!�W4,. ,�� - .. ­­_11,,.-".-%,�-z'. n, I , �,- , I I I I , , , ,, I . . I .1 I IP .1 . - I , I I., "I I 1-1. I � - �� .�" ;­- ;�.­-V_� , . .1 . " ,,�' ",,i�. - , -V,�l U� ,� �_, .I, . . I . � I . � �',,"� `"i , �. :,% ��" �:,�� _ � � i ., -- , - I , -�'.�,T�,� ,...J-� ,� ,;-,., "._..�,;,?" --.' * C..A�I I-,� ,, . - I , ., I I . �-�', -� �­ 1. I� - Y. 'X�? 2. � ­­ Z(,,'�f*A ��,��,`�..l ',`R&,,7� �� - :: �p i". I -1 , I- � , . , �. ,,, ­. _ ,'I,- .. - �; It! � � I ., I � ; . r- , ,� . ,F, 1� a�, �- ,;��`4 , , ­ I � , ,* - ... � , . ,11 �. , �,: .1, , � , � - '' , . , , � � �, I � I , , - �;�,',',�-'!;,,-�� .)�i"�,� -*%l;,,' F�.-."",�I,�- �" , - ,,_. I .. "*�� R !T',*i�,,, �: " .. ,,� ", I . � I �, �,V,, 0,­ --"I ?�,"­ IT.,�, �. � . ­1� I V,�� �', � u .I- - 'T'i'S,," , �14 I I , . , ,q ffi ,7 1 � I . � � - g "'.j; . , ,, . . � 11 , - "I ,�, � "I - . I� . ��� . I . 11 — -�''�e � ";;. . ., I ,,, I .. � ..1. .7r I-,-- � ��nz.��,,`, -�-� � I � I'll , - - , � I. -' - �L�, ,� �- rv��,.,: I � � 1,;- � � ,_A � , ,.''�7"I I ; ���� - �m , , � , ,� � I 1, , % ., i � , ­ I .- ." , � ., ,�,, . .-1,� & . " ,R"�� - I,I -� �� I � I �I- :�, , , .. -.,� I ., .I I, ,, ,� . .,L � 1. I I vl' �'i ,I I . ,," I �. - -� I - , _� I - Z, �- - ,; ,. �, , . . 1 , , �,"*-,, " '­ ,; . , , � :.,:-Z , :.�"; � , - . . I I� �; ,, - ,I ­—, .11 , . " �_ ,� � , , " . _" , ��'­i.. " '_ , - � 1 - 1. � � ,� I -,,,- -. � , . .1 I ., -— " . I �­ . 1. .1� . - . . ., 1.� 1, , �­; ­1 : '!�':�,4 ". "_,_ _jIt , - 'L �4 .11�.,. �� 11 Mv y . 1 �, : - � . 1. - I I : I � �"", , I . I I I ­� .. ��;_,­' -_ � � .1 , -Ill."S".1 "'.-1,��J, I k"I'l;T�l;1I ll._� �,,i,�� ,�,�_�,',�": I . 1. 1. � % - tl��r`_�' �:2c - "l- A— ­­­�; _­,.�t!,��t,_,,�W,, �_�­ I - , — �' ,I .;.',;, I '­*W � . . I . , �; ­ , I . . :�:,.I . � " - � " 1- , 1_4 � - . - I I I I ­, I . . - -4" 1�,*,,�",": I , I I , � � I I � I - I � , . I I I - ,,, . , , , , i,�IL� :1, �W­ I I :: _1� - .� , W4 ,; I , . I � I - I I . .-P 1,., - I I - ,.��, "I _� ,, . �,," ,­�l �'1'4..I.�Mr,,', I . � ,� I �. ,,� r , � �, � - - 7: - ,� I I , I'll, o ,3��, "i *1 '4 .. I ,I � - I , , . � � I jk'� �,,w I I I I - I � I � , I � . I . . � .1 �l ,p "I I , , , W�! ­_ , I -_Ill' 11 I I . -,-,' I �Ifz, I ,;,�� . , I � �I I .I . I � � �, . I I _r �.,Illll I , . ': I I I , m -,� ,_,�­ . .1 , I � I I . I I . . I �% .. , - , ,n,'7!1, ,^11 = � , - � , , . � . , ,I 1, , - � �, ,Z I � � -1 , .1 . . I � � �� I I ,1,I , �: �, ''. ., -,�,� I . % I I� I� :, .. 1, , . , I . "I I . I — , I , ­ ,� , I I I 11 ll�� ,� '_� , , 1, ,�� , �-�,�,�,-�,�'�', _,", �1: — . .-I.. ., ,11: . , - �. 'I,'­`�I 11 . ____-_ --- � � . , I , .:� � . .. I I . I . ,,� I 1, , 1�.'. , � 1� , , ',IR4 - - . I I i I I . . ,� I I , i ,, . L � , � ,� .��,r � 1% 11� �, - - I "I � . , "6��,�' 1. � .. .... I I � . � I � . I , I I 1. , 'I.1 ,� . -, "', " `,,, � . ," �1, 11 .1 ,_%�A I ..I . ,, - . I , . b �� I � , ­,�,,,.4 '4 �, ,,� I I . , , � ��'L;, .��.��: " I I , I ,� k , . '%'j- �l 17 ,. � ��r, -_ - .. I , � ,, I I � W,""It,�, . . , I . I 11 I . .. " , '' , , %A,60�, , ",�� , -� -- I v�I I,--.-.. .. � - . . - , I ­ I i � I . � I � ","' - . - 1. I 11 , .,4 I '�I,',?�' I I I . . '. , �I, "I � : I , I �. .,. .I ­ I . I , I I . - V, ­ A -.��� , ''. '. " � - � ; I �11�",',�, ", __�11 74;�_. I ., j , . � I . I I _i' " . J, ;- , - , ,*. , I ., I I � 1. I �� :� , I . ,,, , :.,I, � - - � ,. ,V � ­'­e AR;;�l lk -".4- , �lz� , ,� � K�-'i­t-3�,��114.,-� -1:� , ", " � . - , , I� . I, I . . I I - I , , I �, k" � - .. - . -1 ��� I I I I � I ­ I I . I . I � � ;l , �l � I �,," , . I � I- , �,, . "�� � I I , I , � I ,, , - A , "­ -,ro,: ��Il I .1 I " . I�� ,, � �n I ,�� ". � I I . I -,, ,_ �-1� �%,o!.��, . ,- 11 I . ­,� , �k. 1- I I I I I _. � . I� ,. � I I , Ir - ," , " . . ", 1. I : � � ,� ,.­ . ':­ Z­ I I , � , � � ,� .,.., ., , , ,- ,�.�, . , � I - .1 . I . ,� � I� , _ �� I I ,''! -11 I., .1 - I 11 � 11 I � � ­.� I ,..�,_ , . I ,l;k­, I ­,�F�­`7�1, , __�. � ,. , � I , �,;� ", I I I ,, I I.i, ,� ''. - - -I�u-�t , - -. , �, , ". ., ,_ , i­'_ ',�� T ll�, i�, �jtl.� ,,,,� _� , , I �� . I . ,� I., I I . .4?, ,.�- .,v", __ , 1. , �_ , ,�. , , �, � ?� � , " , -,5, � , ..'', ,,, ....I�1�­I"'.,_, - ,�q I ; � . . I , �% , , � - , � , ,: %.-­,;,,,'. �_ �,,��_�_�_­'� - I , " 1�*� I ���,, �)�,- .,�, I . , . 11 , , .� I-" ., I . 1� .,;� , - , I- ,� ,�,_'' ,i, ­�-,.�, "; , 1, , :�,-,� " ., I -,","�_''.. ." � �I��, , ._ "'." _��'., IMPRIM-y""T"I" --- I .I I I , � .. - . ; �� � I I 11- � �� __:., . I .. � .r I - � ­w�­­­-.777 . , _� - -�t, - , , 7- — ... . ,l , 'Ilf. 1 I'.*, ,,I�� �l�i . . IZI..,_� I., " i. ��-,;: I- ll.�.�:_� ., I I I I I � I . 777714mn � :� I ­ 1�%�� ".11 I il.��,,"'w­- ,1, -1., �, ` , � , , 7 : I . --ZA,.f-,�-- , , ' L` .1 ''I � , � 11 I"_ ,.��',"'X`r I��.� k �11,I I" -":,�� , ,� '.'�';- , I - I I 1. � . , I - , I I. . ,. . '. " ��_;�(, -,A;,- ". ,�,�,��,rl I ..., , �_,, , 1 . 1.�� ­, �,, , -1 , � .. I I 1,1 I ­1 , .Q., ,4'r ", ,, .1, , - I � - ...,I , , � , � , . �", � �_,- ,;;e,,�r "�: �L I " -;z.,'4,� - , I _: ! �,,, I I . " A�*�. I 11 i. ­�, ­'�� "i, 4 m" , � , ,. ,"o, v I-' j i � � — _ �_ ,.�i � " 11-_ - ,,,�" � - , I e , � 11 ��.­,,, �il'v � �__ . I - . � " _,� . ., , �;;`.. 11 I.: . ln� .. - 'A ., - ��x �.Illl S. I I , _ � I , , � � - ,��, .li � , , I, "" ,,� , 1� .1 .,. � ,,��,�,,�i , I'- �'.- I I - � � . I : -1 A �­ ,,,�_ , z . _. - �,.?..� ,': � , , I I ".- t I I I I I I--I .- . I 1� -� z , .;:. 1. - 6 .. - I , ," 't� � � I",. I - .,`-:'4"_ � ����,`�,"I. ?, -, , I I I , , , I I. . � .1.�' �L . I "i, -, � " . . , ,. - . :�-:� ,, "'.1",�I'll 1. I 11, . I I,�I 1,,,,�: - ���, " � �.. , zi, , :, I 11 1� ��_, 'Aso , � , . , , ,�� I I . I 1� I � .-I.I ." .� : , , I :�:` ,�!,�- ,� , .� 1. - , kt��-��. ..N . � , :��::"",�,!,� �: �,�, . : L I ",,, � , " ,, ,-1,, :,�,�J,�'.' _,",., , � "' - _.� � : - I . ., ,�, � I I-.I I I I ��, F I . A I� � 1� :_1�3 I ., I � I ,� �, .� � �, r;I I ,--I ,;�%..,_1 � ­ ,, - I. ..I. I �, � 11,1, I �(,, . I - I., � . I I - �,,- .. ., , " �,_T : ; I I I -I � 1­1 , � .11 I , ,�11 -,�, , , h I � � - ,�l. -," -,� , �- ""- ��;,�', , I _ - . ,. ", -, I -1,-1, , ��, . _ , , - ­, � .I L , I.: � �,r",-7 "',- ,.,. - - , , :�- "',..� - �. ." % � ,�,­�,­ -- : �-:", - . ; - .. . , 4,-, 'I - ,, , - I I�,',*. I-,., -I � I I -I �i�'I. ,,.��".; ._ . . � . I -'. , ,, I_1 k ` 11 ,,- - , .i-I I - , ,7 � ".�..", �!, , �,., .", .;-)."- ,-�"', , " , . ''., . �� � : � .)�,-�'�,"., � I . I . , I , - _.. , , � ',f,"�:"' �'I­,­ :�'."";'.-, ,L;. ,. � - - �l, 1, � I . , 11 , " 4" � �,�.'_, � ,� , I L � ­ I , I I,� ";­ �24_ �',,�,t,z,_% "",- ",-� ",�, . �� �� , '...��", '. .v, - , , ,,,� �I I 1 4 , . . I 11-L , �­ 11,,�:.� � � ,- " j X"�,A , , .I - I .,� , �-1 _ I I�' , �,�­ .- ,� ­1 . " .." I , '' "_ .11, 11 I , . ," , �11� 4,�, 'l , , .I , '�, , I ,� , ­'­ � I Y . , �,,�,�, ,!"��,,,� -�,4- - "P,, , �1-, I li�' I - . I�. - - 1, v . ". , .�w , � � I I I I ,:" ,. ,, "';,;p'. - , , I I-11 . , 11 - - -- �, ,. ..,.:,., ,�,,, 1;­',I I­11�.y � 4,ll�:� , ,� , '��� , : � I , ��, i� , �,,,:,,,�% , , "T�Nl;I I, -. 4,"ll . . 1�1 ;�. � q, ---- ',.A , u -,, , �, I �- � ., - "."," � , - I.. . I .1�, " �� . , - : � � I - � : , L .I � �­1 , - - 4.-�l-"4 '. � " .,,�j;� ., .1 , t­ I ,f� t ,",!;L�, �­" ,-fol �, , ,� ,� - I �:" _�� . I - , � . . � - � � ,� .,, I , , �,­,��* , � . .�,i � I � '1­ . I ,�.�,�`l, , ". ��. ,,:,,�,�, 1��r,-'. . , , �', : , , I .A�, ��, I �i�ll I � 1, . , .11 .� . . I, ': k_�. -, - �I,-,,I -,­t�4 1_lk��i,.­),i 4; -," ,., � - I . o'� ,4 :1 . ,�,�, �., , "I., "�._e, .,� , , . , � - ,� I ; I I I I, .. 1� - , . " - %1.- �,- ,-�,:_-�':", ,�,Yll."., . ;, " . � I . I I ::, �, I - "" , ,� , " � .. " �, 1�1, I ., . , r , ., , W_ ��' 11 1 7, - I I - I I , �, ,; , - " ' '�_- ��'�� 1, _j .. i 11 I . -;.�­ I . � I I ",�. �- . 1 12- : . , -,'L.I .' . , . ," �l . , I I , I I I I� � , ,21 I I ,:, _ , �, " " ,� ' , - - , , " � � , , .11 I I I I , �I- I I.- I � . _�', , �� - ,.�­ , ;­,, ,- "I_` , , . - � '! : � 1.11' I , I ,�, �� ., ��l , . ., ''' ''. � I�L 1�..,, ." . 1. . I ., . - , " .J . � ­ . . I - . I . �- �,x :,� I � , . �-,,�,_"y '. -�, � - ,, �.�,�,',�_,�­-.,-",*il C.,,,� 1�� . �" , -,� I I �,� . _� ­��'­ 11 , .,:��I�� , I � I ,,,�� t,��'� . t 2��� I ­ �""" .' ." - , ,f��A .' ' '!;'-"-:-'L J, -j, __ "-, � ', :-,-,�, , .. I I .,� d'. , ,- .,. I - I- I � , . , "� , , _ , %, , . , �, ,�­� -,"� �, �11 I . :" � " � �� " - � , , , , - , ,,. - � - I , , .., I I I I I , I " �., � �,.� �-, �, ,�,i, "�l , 4-�- ��,t'�:�,�, I , ��, � , I; ­�'.r, .. . , , �. -�," - "I 11,,, ,,,..� . I .1 I I ,,., , . ­11�4...a 1. 11 ,t , 11� �, -, . 1. I., I .-� "'j,, . : ,� , .I . , - , , �: ,,-,.�: � ., '' i" �­, ,%,.,.","�,� , ,� -," �.�7� .. � " �­' , P! ­i4 I.., .�t I'll "I I -1 - I N_�,I . 1, , ��� . .1 % .", ,�", , I'..-, I �-I qb '' 1. - - �-11�1,� " � . �� � . -'. � 1� � ,�, , �. I ..I ;�.,,'� ,� - , r. .� . " , :. i - -, I . -,: � I - �, ,; ,�, , ,-,"',o", I I � ,I , ,.,. ,- . . . . I - 11 d . , "" ,,'.", , . , � . � � ." ,, - - , , . . ..-��". ,. ., ,, �� ", ,�_ . ,_!�-� , I ., ­ ,. . z � " ­ .� �,.�_ , ��,�­ , -I,,.� ,l,:�, , , �, -f I -: I :,� -­ , - � "V I., _ - ., I I I . �, ,, I I ,7" .; ''i, , ""�,, � , I - �. �. � I �: �� I e � ­ , �, , , , - , , , � � I � - I., , I - , , � � , �i.. . ; i"I i`l , , � -�,. �",'' _� ,, �� ,. �, 1. �l - t , , !�,� I ,-, ll.,I:I�1' .:,"�. . , - �­,*�I:,�,1. ""� � , � � , � ;_ , � I I , - ,."''.". - " -, , ,%, - L, , . I -�. , . , �, .,.,:, I I I ,., , * , � , �),.'_ I � 1� I -I '11, ,1111" ­11� �_-, .�,,­;.� , ''�" .­", ,�7,,,.;.,. . ., ,� . 1, " , � 1;, I , . ,,�e.*,, I ,_% , I '. : 11­... � . I M—- , �" , I�11 l,' !I*I 1;,l . .lt � �, ,., L �� , ,,�, '. _', .�, ,�L,� . �� ,� � �, ,. . 'o ,,-,". �, �" �, I-, � ,,,,--' I I I- , ,,, 6� .�-V.,­ I , �,� , �. 1�I I 111, . � . I - ,I .11 'w%,�,P4L' *,� � �.-'x--*-�,.q - �, I '. .I ," I- � , I, - " I �.:-,.: �, w, �",,"." ,,�,--!�, ­ , � r�l �-1� , � - ,_��;-�, I, 1,,� j - . " �,,-"� "',"'. �_ -", � _1 I I �� .I 1;�� ,I I , �S I ,.lll.�_. I -�,�,,�,, ,�-�t, � ,ILI � I*,, �, . j", :L. ,'. �".. c - I I w I''. i�. . . A ,;�,� "!I -� , . - I ''I'll" ,- -�', ,- I . , � � � � . ., 1. I - , ,�_:,,�,� , ,l,­:­: ­ �,­,�� . � , , .­1, - . � �,�', , .1 I '.� "- , ­� , , , , , ,. , ,,�Il ,q', W,� ��, :"�- �;, :';�,4. � , ,�;,.".'' -, '. , , , , ": -. ". . . �'l� I "I I "I. .,� I "' '.,�, _�4�,4'1',"� � � � :"", I � �.,� , �, 1_�, , I .�;., ;ll I r I ,- I . , ,: �� I7 � I I .1,..�,.- , -.��;��', ,,�. . I I I- ,"4'�­�_ .� _ . �'..�,:.�, , '', . , ,�, �, , ".�, -.1 � L - ",I 11 l­l"'l;,4, . , �, , . ��: � '. . , ,1� " , .. "", , � -z- , .�- � � �' I ��, . " � " �, ,�,� ,.":­ ,� �", . :, . , r, - ,, , �F , � - I , , , ­ � ­�, " . I I �,ej,_,X�,�,` "", _V , ", � � ,. ­ .: "I -, ,11�­1-I� `r, , - I � ��! � 11 I . ,� ,':��,._��I�,,, , I � , � . ­ I 11,;ll­�z�'J.� � � I I ,, �'.., "_, 1.��� I I .I �11� - . - - '!�Y � � -"",,'�, I � � , ; I � I 11 .- 11 � I I �",I "4',.,; ''�-,,I�X%,.�'�'.,,,,,,,,, . , ,.�;�,_ I . I - � I , A-',�-* .j. - '-,., I " .. ..O I � , I . . � 1, , �l �'�;-, I . - . , . .. - t, ­�­�.��__ ,, 1, '16_1,1,',, 4_ I I 1. 1. ­ ''. - , , - I . �� , : 1, , ­­14_­­ '."_,:,, :�,­­ I I ;� I - 11 ...­­ . - -, ; , . �! � i ,.:,� ,__� ­1 ,. , .1 ,, z _wl - ,"" .;� , , .,j�., _ , ,_ , , . . . .:�. , oplauss nwt2m . .I I ��� "I�,:, . �, ,. :�_, I .1.�l_.I�,,,�­�pt-m��r ,� ,, I �,I I, -"*:,?".P4,L.,:z , ,, .� . r,: , � .'It, .1. � � w � -1 1�7 11 , ,�,I�, - . �1.1. I. . � " ,_ ­M�t��".-j"'21- ., I " , " I , '. ­i,, , , ,"'' 1 ,�,4t;�,,�_' "'i�111-111­._,";`t"4, 1 I "I - , _� ..I ,`�l ,�,%, - , �­ � : ol. �n� � � � ;�a 1- c ��,� i : 'ILI' - , , �� �,' .;. . . ". . - 11 ­"t�,",;:,*,`,�,4� � ,1 1, �, ll� -�NdV _-, � ,�� "I � , -- , ,�, . .---.____ __ I , :, , ., , , "t� _;'s", .1 - �1,1� , ,l �_ , � ,, Z�� I I . ,�� .i,,: .1 ,�`­,,,,��`!-,,,:,,�l ..,./" ,l Y 7j�,j�%, , , ��j I?.- '', "I"". � . I I � I , , ,� _ � 1. . t _­�,- ." , ,;�, I I. r _*�Z � � I"' , " . 1�_. , ", -� -,-� � _.�. , *11 - 11! .,"? 11 , �, ---- I , ;�, � - � "I�i, �',1, ,,t - "' "I� ,"�!_­­ �,�: ". . I, I", _�, ,.� " L --- E � ''. I ��'.,��` ,:,'-_",,"" ","', ,�.,'!""� "'." � -w�, A,�ff �;,_�.'�I , � I - " , " � - "I ,,, .. I 11 olol_i . - ___­___ �. I —_ — - — - I- -l*_1. ..-.W--FOR .L__% �,,,,,�� , .� 11 ,,��� �_, I'll -. I .. ! I .I � I I " .� � �_ : . .- 1 4 1 �,,�,­­*,l T7rlTrTT_wW_"17TVI�7 1.1�_�77--�-I­W­,_, ., 1 '',�.­ - .., I pl "T 1-�­ � ,-�- I -�W"�,i I � � I ;:��l I., �., . � . I . I I I I I � I I I . I . I � .., , I �, , " I � . :� �� �, ­�, ,,, " , , " . . I . I , . I I I I � � . I � ,, I__'­� _'I." � 1� I I . I I miiilj,�� --1--1- - ­.­ . - I r I % I ..' I . I , i I , � � 1. , - ,,� . I . � , _­ . �11 -fl, .- -� . I .I , _;1m, - 11 ­�".. .__ ...­­I I 11 . � I I . I ­ . I . ­ ­ . - 11 . .- � . - ­­ - . . '. I � �, . . I . �- I - . - .__ __ . � .11 , . —__ � � I � 1. --- I - . I I I I . 11 I � � I - � � I � - I - _ ­ . ­_ . ­ . ­ - . ­ - - __ . I I � , __ ___ I , - - � - ­�_ __ � - I __ ___ 1. I . 1. .; I - : � � I . � . . � - I � - - 11 __ - .- , � .1� I 11 I- - —-t�_ . -- - - . - 11 . I . - ___ , ___ ­­­_ - ____.­ _­ - 11 - .1 I . - - ----�_ - - I - ___ - -__ 1,:" ________ -- -_ . , ­ -, � I I "I - L. �� I . I I -_ __ I'll , � 1�� . I ,� ;_�11, - t . - - '­ ��: :,�-w, , ,� I , , � I . �' I �, 1, '' Jz I- ,�; . , r � . I'll , �u - ��.:,.�, "' - �Xl,­� = . t . a � I - I I � Ij I - - - . 't 1�1 � t & m I I I I - .1 . - ;1'��� kIMI&-.., I 4 h m - .I I I ill 1111- - .1 -­ ____ ­1. _____ -_ --- --- IIII., I -!,:."I -, -_-,-__ - - I I ill I 11 I � J 17.1. FIRPII,�­.,; I " 77.4 4 .1 """ -I, I __­­ , , I I - , ­­ , 1 ­17-7 , __ 0O.", " . �I w7l 1-717, 1� - 1717- I r I I e ,r I '�� �"­­ - ­':­ � ,� -, ­.- ­7-1­7T;­l:]F� " , I... , . �-il*�� _ - . _.., ", �, I . � � , " . � "�'.�, , 'ITTI, T, . �1;71"Il 1�,� - � : � I 1;,I ki I tl-m�,,l,,.,�,­i-,- 1, - , i, ... % I, ...... - I-- ­­-1� ­. 1 14,6"_- I .� i I,i I- �,�z I � I . , ,1�_,� _�� 17., �. .- I � . 11 I I I � ,, I .!I . ��.177.,4,,�.. . , . , , i� � v I I " I �o I I, " 11 . ". I I ­ ,14-�:' ,� '. , , ­ ,14 , I -­%� . ----,--- ___ ,- I __ _ � - .. -, � I— 1. - - . .l. . --,.,-. - - - I - . � I - -__ I I. �� w >:, = >., �_._ 11, I. :II�.�,�0:I.:� '..,,�,-��,1.I�"��.I I".—,.-,�',,I���M,.,,,-I.."�­i—,.v.�-�."-wkWP—_-�.�,—:_.;I,�,",��I-_'.1 I'I";;l,.4.-; _-!ii" .­,I�I._.��.I-4I L I,.",:�-.���",--,­�I-III-,I W�,I',,�"�I II.1",10I1 ,.,"4,,,­�"1 I�-1-"4.,,�­.,,0:� II.�.-71 I10 . , _ u, _. . . . : � F s '.r4 ? �` r ` taxi a+ r ' '.uN,1 1 i' .- , v �I, -Pi J'. i, F,y ' r! ,� IY• a C }, T .,I - 9 it 'Nza 1... .t a a > } as§ K 'a? i a}a f,'W'. 1'� � s ` •_u 3 4 A f t� ! 4 r♦ xbWewl y "� �9 ta; 3 a s:s e , g- A o y K, s Ty 1 g'C" +», t f f ti x ! Yl N i :� � ^A'" \ , q fz h i f 4 x . 1 }f,' h,, r� {, : ia'' y ;': f:>^ �F,S,„', .> :{ , ..t R: 1 Y '•1 1r"7 r > Pa +f' Affi,i� Y i L ,a a, `4 M1 J r< w y F' 's a,ar } '� r ., i 7 ' it : t Tq•, a y,'f F r1i} y a£� rya, �e� t M r x .IW }, II III y ry;r,.4� .+ ' r, e 1.1 Mlm ,, - II 1: ,`1 `' . , ; r P; I' .r„ I ..., 5- .., �,,:y` ,. ,` .. °itt ',L 9 `t4 "i i, w ram` I�?,�," jx' f r e f• ' a b s 4'0 sue` as r: t r r ri , .} a at r° „» F', +e 3° ya, , y4�i. �� r ; r d:. i tit*,yx F0 yxaT I^,�art r t ._ sw r a r Wl .+A t a "° Lk' r Y� +, w4 Y is '#.� R ♦'_.p ,F .4 Y t a ) m " Nh 4 !! i 1y ck,, h P. p>i!t `' e'v'4'}T ..` 7!� arK F 't"a t.! - L4 .,,f t 'l, a t e } ` ° x r (,x, " ' r.,� #E"' w ;;7 s.. h ,.-..,, e;,vi �' 'M;r {__" R +?ayynyylis'-, ,,t# f a `4 ':. Y r"r`n" „a:. , ♦✓ . vr. < ,�(�y, #.^v .: K }d ! 1. n yr , �+ _ _ » ,, ,t. .._ ,, , ._., r _.tip, , _ a .. ., L. , r �'.;a'T-1,. t ja3;�:"" _ d'ro;s' :�. ''e..4 ,.4, a. r _..r+. ,.. "•!!'a::'u -., :: e Y ....,,T�,R -S.aa,y, v�rf :`. , fy f. tt'' a4 xx.'ny:r' - tr ., ,.,..., :;(c 3,�FF4..o,:...4.., w.LYr• 'y...?: ¢ rRh: R''.:;m ',e^.. _ ..r... y�1} `i,a3c..t :. .*,'•Y. I ;}h. I j:.:A 'i .:N~ 1 , .. .'� n M w,"'„,a±X'F.-.i rf' �y n 't/~nt'- Y"1- � ' r'_ :A S i n'. '�JC ,�° ,1 ,�'— ,3{ 4� h, t -. ,, ,,. \, .. - r y,�.:. y.. - rV:i$,.• ,,T'.'v l 0.:." ,gyp ,-,,!. .I F + ,;:,(, +Y3 N. Ry f , 4 t ,, 7. {., . :: J: 'rA w1 1,:,' .o':,ti :l, r ., n :,v., i,./L n. fit'. �+,,,� n -:: - _ .:. r •. ..r..... ,,'v-1 ,,1 ,. ,An...,.. . P _4 x_ ,'.7ts ,.<;.y. nCY.. F-" ,i; y f^ •:.: „ e., x #:. 4 h.+. ., 1f ,..mR ,-....�• 1,, .. r a ,, r.,x• X ,' .. i n,i 2.rr -. �. ... .-A. 'K ..e .., s,y.i'.. ->Kr a ,k r.2,: `S, k? '^#" 4 .. :. .. .. , I:P :v- n ..rtS.:.: ..., ;; M =4D,:., r{'V4^y„:7fi`,t ✓ 4 r! yy r�ry5� } Y .r. J' „'...4, ,,,#,. ...r1,./t`.r' �' .,,.:>1' .5,,.,„..,:JY} fJ [Y. 'yt %k ,A_5,fife „m '. _5 +A d; ,: r > n +. K' 7.d,4 ! <' 4 rM �+" "aa fiyr v t'm to je mopy a s ,y-,.< # y.."! ,Sa '� ` ' ' -4"'� r# :. y k k m` + +r fR .f g�YF,rr p4 0 � „ ?�I {r t4`.* a:it�L:r .* s ��r�� •. ,A a*. t ,lj'`„' y` a e Fl ��."� zl, ;-. {'.$' ,m " o r } e t1 f.',, . 'd%.iY. ,:,.,I= w } S�'.�� •�k „t.dktGr .br^..�5`, 3�;Yro; ' r.a S'�` � 8 .y - aA d. ,-. 4 M" �T t r„y. t . Y 5 F,a " � ; 'r rr` a art _ y,tn e, :r`4{ s:.6x3 A �.� -s �'a .ash + .+�y. ry �„i `h, - t x } 4, ti 3 4 , u 9 X � ! of gn{ ''d f t 5/ .t a n.'.F4 lx,a pf p. .. ;. , 3; i". t P 3 :�,T ,I I - t �, _ ,vr .s '-_.1 ' a. Hx, f; , 4 y `4 ? t 4" , 'S y y-. 4 Y .Nr" me# « t,1'k... N. "yt ye i} X ,Fd hf?. `! "`'3.. T, k 'r P :. i .?' ;:r 3'' s Y h n l r 5d"t `• r a y �r a ,a `� ,y'h s?`?� a" ret l° �`S y.` e°`tS'.aMS Y Y ""u y 1v 3 �` S t s"'. "## 'eh �:4 t tJ d 1 ; r x„k,y t #'}Z e� ° Y ! r t:'a a t4 Mx 1, d 'r '�" , b k t :� �. At 46 .. riv,�5. o" 9 yr. } to 1 •{ s3>'1r N y a i rM M1�. r '`a"�ur +a" + i`ie I,,, t➢` + Yr l0yy `'" fy, '� Y`t IF ..W °ay°' f � .r {f{, •: r ". jx r"kph �'� 't,..:A.' + F'•:.tr y,, ,r ,tw` 4C5 :i# r' S f t rl rr ,♦` S`� :,,o�'i J`y 5,4'ml de i m ,3�+,�,C,ppr '�yy, � 9t r.�Ti. c*"+3y' Jy P Va���T °i d^�;v,�,rw°`� z ti.' < ,11 d'H a }� t F!K R � r ,., , �. 7 a h�4 6. ,t•p�« 1 n 9Y „ `i a3.•,'�i. k 1 L t ,{. ,�... ,,y V. a 5;*y+q 1 ar y'.h Nz♦r 1 f tt r ri. ^�s"� <?r +r,'4 "1 ., r',' ^� SF S° "AY E" �w a a r 1,S R �.,t y - 5 ! rk, ., # x i* f ij TM'i k �' rk v 'ir+L 11 �v,y 1`„x n.:a v . r " : : 4 G r r_K 5 rt^ s d .c w.F -..f +� 3; y'kt..f f '',r 41G F Z :' a TA �r- k� -+a 'r�s# :y j t� e rr ,, '„ , ., 4 ':- «' rt '�a x s n' i q" l 6 Ir r- „. - N` :. r'Y "dr<,, f ,- 4 i1 4 nav , •fir e „ ,v x - Yw d. :" c # p :Y�i+ s �� - X 9" 1 S 6 w , �4 ,,t ? ... . , - _ - . } , ,f`} 4'd y h� .err '� f , K - F„ f # 5 - , _ v , S' • ` A '.fie } et. q...r. t .. t I ♦_.. mp 1 1r� k,5 i' `, a '. p I�.Y A. Y"7 k 'i ° F t s v9 a L G ; f •'4 r A '„ ? � w r u ,� t e , 6 1 Y ,1 4 a ` r w' tO *� is -4, ,F"+ i4, , . , t r , '. -7 y} .. 1 ",, d ,y L ( } '` ,bra T •�'°+ 'fi�c k �4,r '. gc '. .z,, s' ,"- ''; fi J.. , . s ?r r R w✓a 4`"r' *t`, "I e''�1s�a'.t 1 3 �, # , 5 ,� F ¢ y'" . ..r ,r a -i Q Y a,. ; r*°' S ,+r` tr 1 a. 'Y r I .4, I' , AR- a,: w K v 4 J. st fps,! 1t 7 r `.,j; Na y :,', x } y 5€ R, a �.: !to r a a�rgv. ,I, iJ<r ,,4 t „-„ ° " A �n f .. -ti. aI _ n r „. :d. -.. r.:- r.,,. 4 -F. �., s, ,... -:f 4:r L.t tY �.'?,; .F .4 R • ( >,. ., it,r, , . f '.:,'' <'" 4 r6 :y'p:.. , ,e 4_ ,, .. C, F;.' . . t - - , ,Ad"+3 'L t F .r:,.I, I... .., r'. , I _ .r, } ry i .t t r S ! r.A o •. .. :: r. , :: ,f - ..,:. .: , , , :'.:, , :- -t. ,., ?;'.. , „ .: `^. mob. 2 r .:.i , g V -.. ,. F .a. ,. ,'. , 1 , .:... ,. .. .:..:- .. - .t - ,.. , . , a.. .5 4a.. f .... ., .1 , .: t .',:.. :: :- , u r . .. -, c - s t iL :: ._.. .:. .: a <... . 1 .r - n. .-:.:� a0.p x..: Jtg #. ,ne`. Y,...- 4 ..*,:,,1{ :.. r` .rv,.;.. . ,„ - z ,:a.^,a. , ,:^, F- ,t .,,, . t' .. .. ..4 :,:::. ,if., t ,. ,, .. yx .,.. .- _ _ , ... :. , ..,... ,:,.. ,. .. ,. :,� .. `-fir ::. �, ,,.... . .. - r r.. - n ., .. .^r a y�� k ,. -,..Y ..�. S ^r r - ,n ,. a:�.'. � -. i ,.,:�', yr'�`M1:.t .,;, 1. .,�r p. r.K ,.w:�.,.._ ,,.•a{i .. ...' .T , . - ., , .. :.' '., �, ,,. ,1 r, "bt. ply" g :.," , .. .rt, l.(', a t. ::. 3' ,,-, :.- - ., ;;.:,.''.,' ' � ;.f H rf q,yr: 3 i,. „ ,. r -.s , _.p. t- ,..., r.V. e t ,. �.'..,'. ,. .,. ., , : d t t 'r. ,. s;:; y :.... .., ..f . .. _. .. .... ., _., .: .,. .. : ;. .. . . ... ,.,.: .,., � ,. a •t,.„ 11 y ? r .,,,, ,;.,. w ; #:, t , w. — ar> „ .r o-.. , .... ^ .... e. _ e. _ ,R. ,. a o- ,--. ... , , .,...: .. r. 1. .. .. 1 S - 1. y' #. _ / „ a .: _t r r .u. , e : ...., .. , , x cI t i , :.. v , , .,.. ,. ,:.. ;� .. n Y. ..a. .. r. „7 , .. -.,. a. r Q. .. r r ,. t'. *. t<. '. „ v.. :,. �-. ;. 4 .;,. .., �:: `„ n _ _hr ,o .. s,y r d b 4v ,. :' ': , -: .. .. .,. ...� n ,. - ,. ._ ,.. ... - ,,, .. .. :. ,de'. a ,�f, 'y, ,, ,.w: ..,, ,.. _. Y ..a r. r.. 4 , .}. ....x., ,r,. .: yr .. „.. ....,.. ,. 3? .:' ., ... ,.. .,. .... .� - '., }. a � ,,C a ,.. ., ,:.;, .'.::.. :., pc x". ,. - i„ s Q. s.t t' , a; u ,. r s r ,. .. .. a It,., .e. , ... .,.. -. .. . ,.. s _ e , r. ...,,.. ., ,,..r, ..,.-. .a. r,... .., , ... - .. ^ ! ....n..r4v:. .. ,f, - .:. l `� .. ..:. K Y f.ss 7d?".. ..6 g-. S. . , w .,.. .. ,.,.. ..,' ,. .. }w : 11 . .'' r a .. .:. ,,. �., , ,. . -:.. .. .. .. 1.Lyy y yr6a' f+„�}, r - - I - � --. .- . � ..--- . -- - -- . -- � I -- I I- - I . . - - � .�- . ----- - - - � ,--. -, --- � - ---� .--- - ------ mmmm---.---- -,- ,--_ �" - -------- -.. - . - - .. . . . � I I I . . - 00611igUld�.(.kiNiMilliARL-Affk�--��--,--- I .--.--.-'S��11'�-r.��--.'." . . - I . ,�' ��41I*�15" ' I �,�-I-.-,'I- .1 ' � !. � I'll, jj��" i Mt.I ,,, 1--�I 1;11 ;.1 i I �,�'� , . �'.".-.-.�, �".�-�_� , �' o. ..)1�r " I , . -, ,. . I I � � � �- I I , � ... � I� I .- I . � � -.1.-I 11-......-.1--- I.--11.... - ..-1��.- .1-11-1- . � . � ,. , .� � . . . I'll I .--�� . I'll, I I I'll I - ,-I- 11-1 - --- �. . - ----, k al'sh".";'.� ..�� 1;1; - -%------' 111- " I I I I , ,-. :,�--11 3 K7�'V--41w-I -.4; - . . I .� �� .. , � � I I - ,, . � � 1, � . ww . ...I I I- "I ,,, I, .V�4�;�--!fv.';';��"i"'-'&!r4.j-N* I I - - Wntm I 11 - . - , , - I "Aw ,� �'--..';Yz'l-";11. ;7�'� , ,� Alfill'",W.',� ,,, ,, �, .���� ....... . '., .."A', . 11 ' I I . ....... . �.,� .!" /I -T. �� .I.- , -, - I ',"", - " ��' ' 'v- �'� -- ,,*'�- - . '*�� ,'-� ';.�,,,��7-I. ; ,- ;. ,-: - . , ., �"" 14 �'-'- "I' "t.- , ����Mwl -1, . I , r-��.-----��..'��----...--,�l-....-----....--�-.\ *k&I--'I�j " '. � "i- . 1 ' 6" -. - - - o"="e,'��' ' . ;-"� 'r'-.-L7!� &�"dmll� : e-11C - 1.1-tylekl -�� - I - I ml ,. ,' ll'�� " - , .-.....17� 1�lz- .' � ; I I � -- 1 411.�� 1 -1 � . . I �� R � ' �,. -- , �1 .1 .'-"� � I --;-1- I - '.� !� .. ! f 1% t� ,-.> 0��' - I--. .'�'%. :1 .' ' -I' .� I i � . I - I - . ,,-, ---r- , ' "' '. I � .. "�.�"..' I - . ' !" - ��' - "-'-:"-'�- �11 -�' I -k �" �11 1� '. - . . ., .1 "- -*� - . . ,.:. , -�';'"��-. � " ��- -- - I �' '7 - 'p I I 1� , '� ,I o'-�' I . A�' "-j< �11- -'-IdR .'�; ,c"A 1 '4 1 - omlwl� - t ' ic� lzrk-'��="'ZF.ok-1 ' I " . � I I . '� -."INSI-la: ­� -::-, . . " I I 11, 1, I -.11 F-4m I I I I .. I � , , ' 4 - . i , I R ' - I - � ,I, � �� - I I 'M ,i '4�N . I. , 000 - I -���)'' �-��--'--"---- I" i I � '�i�ll) : I "' � ;��' -4-1- 1 MOM t '�- 7 ,� . . -- , ,- ii ---I- I I I 1, �. -- - - - - - --4- - - - - -1 � :� I "- , Y - --- .' I -1 : o� ( ..., - `11� - - I t ,-, . . 1 ,4-----. ) - . '..-Z.. � %m - �; I -- .. � . ' � " Z; - :I-- " , � " - -- .,-,' I I I I� I ,1, I . - I I ' ll. I-- � - I -� ��lllw- .i� . ,1, I . I I A-, I � I 0 1. .� I,I"� I . '--� ,I ',-- I� .11 . I "�. --- --'. I I � t '� I� ,�7' -- '_-:�� -,-- \ 4 -- I I . . '-, I 1. t r , I -�- � I 1. � I � I ' � I I �. � � I I I I I " '. i ,-- . � �I . � :f I � A I L "%-' r, I - . .. . I � . I I . �' I � . It � - ' - -VI _­', I %.,., i -1,--' . . 1 4-.7 'r '---..'- 1 4 � 1- .�' . I I ['.1-1 . I., � I � , 11 I I - -�' --"- � � I I--- f I I .. I 0---l< I - � -I - --�' I . I � I I � � I I I ' ; I I I I I . '1�1 '. ,l"',T'-'>.-- ' � I I'll j [ � � ' I 'J:�)-" �n- " � I I �; I � '- . I I � -- I . . . I � , I .t . . I � :� " I ------ -,-- - � - ----------"- I 11 A-- - I I � I t -."".-, . I I � - '� � - . 7 - -1 - � K;:4'1�- k � -, I " I c , , � -- -. '5 I . � � . � � . A'+-t-'.�- d- - KI.I- 6 e�r--11'�MD 1 -4 ZQ '�-.-- I I ; 2- Z x A ", � � 1��- '- - - -":, I I F �-" ,��!��-r , - , -.-- 'Z:-'>< -�''/Z"-'� -.- ^ - " --m .i '. -----------------------,.--.-----�------------------�-- -'!��I 11 - ��"'CrT-l- -- - - --- . I'�- � � -- I � � , '�n�- lr� �' . m I I I� I . I Z w I ----�- . ; -, . I I I ..; '." -- I-- -7` x, '��-' ,,./'�-�C7-' T ' . . .-.-�1� � . r��': A.7F�F' I I I . 'I '- . I � �1%, -- '� 7 1 -1-.-- 71 1 1 1 .1. . ... ' ,�" � . I - -T 141% 1 1> - -= C. , " ." � .' .. I I ''� � .I--, ..' , , � -4".c , - , � S:�, , -- I I :Ne� � I - ,:) -, � -�r - I 11 I - - ,.A 0 � -- -;�s/e,"4) x I, ,, �� :z>c.)". I I !! 1: �- � �' I -1 -''. .. � -" - I 11-1 , - �' '-!rl'*.-' -.' 57 :,I-'ll I ';�' �� . - I �--- 2- -- 12, "�- " 15, "-*'k'-- '-C>.��VS7';?-EED '-'/la - 'T , 'I ##--I� ---- ��.. -,7 , ":::��-- 'k " '"AN v . 11 - ­-_ - . I I'll ilw I-., � , �� I lf- '. -";, -.1 .- , I I , , - --- - I .- ,. , . I "I I .I I - I . I I.,,- .-i'rl , -�'--- '1--T---,r, -t- - I� 02� 7 1 -7- --, -��- , �. . . .1 'I m � 11 I � I �- I '. - . . ,A : .1-4 -- Aj ;.:7,-Z��J��'. . V A I - I I .. . . -11 -1 � - -1 � - - �� .-- - 11 . 1� % , '-, . '*;, I "� - - ."" "" � *do,-Z _ =& i I " .. "I � 7-- -.; I ,� .... ;, - I ,� 11 .4)4 . '.� - , .1, c I-,,.-r. , - , --I--#',t-A E��;;�-'S. - . . I I ��� . I � - � . *lUtbrt, � C-) ' A'J�. � " - N I I- . , - S41 r ";:��Fln.'C) �=�-�e_- � � � - - I- � - ;, , - -;'-'�. .-7�� I I �I" s � -::� '--� -z'�r �.. 'e,";4 -�... I - '�. I'- '-1., �- 4,11 , 1 7�1 --1! " � --;'T =1 . '� �"--'-z:,, �0-1-; 'x 45' .,;:;-,.!%i<�L��. E--C)4'��-.b ,1, �I I - . I e!x"roT)=11- - 11 I , "--,, . I ' lil .: � I � - X., � 4" 1 1 1 . � , I I I ... . �- 'K �� -'�-. I I 1. � "I I I � --r-1 - 1 � ; v 1� I 4 �� � I � - '.- 4, � �-�'� -;r;-T,JI----'�'^-l'Ja:l' -�-� I:" , 11 -E:X'7�-l':--�v57z--1 P� �' W-11 ji;�-! I I 11 . �� /"'-', :::�" �4(-- -!-�"- 7 - 4/t=.� 7 - � I �' '- - � ,- . I � . . , , - �� . i I I -f 4, I . I." , - � I I -r! 1� " - . , 11 I 11 p I I I . "L '' - ) 1. 4;-,'- -- ---Z3' �-:7�--'<:. C�,-LCX,'- �� 'VYA� I � -1 � '�- '�-77' . . I" I 11 I I I I lowl �� "I'll, � -,- .-.::,. '�, l,"--' f::�'--' ��ff�l--' `17-,',..'�� E-7-�� - . � I i I � ,�t 1: �--. ' *I I - '�A ' � ' 1!1->C �.' -r' '-.�- - --. , I �".' Irl ' I�0)'c 15 ' , �- ---� ' � I -, '.P�' "� i : I - --------.------------.---�-.L----. I ­ � 11 i ; . -..,.� " .-j' t---,.-1. ' - I�' I- I I � : : ,"� �- " I - -i- -----" �' -.- i N � I 1, . ,Z----- , ," - CLD x --e , -\'�'/P. I � . . � I I ;:, ����� ,%%%%%%%% �� I � ,�'� : � . m � L- ! I �- �' � " J"'�:� -� P --- , Ill......I'll -V,'. -.--.'.-.'1-l.­ .-", ;, � i ;4 1 � ; rp -�11 F7V 71�--,.7�----,w-7 X- - �I,- ---I. -- I . ., � 1, I I :. 11 , � ... I '' � �RW-t � e-- "I . ,� WF ,��' - - - i--r-1 11.1. :1., "I . � I I I I., � �- - � '� '117 , " , � -�" . I- , -, t I 11 ' . � .-�T "�- . . , , "I --.-.-�' � "I I '�- � '�'-t�" I i ,I - I -.01", - -'�- - 4� Ir I x V� 2AKIF E�N - 1� --l-I � I 4 - .1!-11. �-. -----I.--�' 1. ", '/-, , 4, - , i '. ' "- ' ' , . - -'e - -- , I-- " �:' � I , , . . -, . , , -.-,-, -I .�.' -;. '< -.�." � � " I � , I � . I I -TV L::z-L- ".'�'w'- F-A' -�-k:- ., � - , , ; . - , *. , , 40, ' 'a ' . " �� V I I . i . ��-'..'r-1 I -.. -�' - � -''-----.--- . -'. , , J,-,. LJOLIK�/M -- .'� - , .:4�� '� . , - I '� - ; L-,----------- .� I � .: , - , - -- , " � I i , � I � '�---..- -)).1 -I.. ��"��' -� ­7 ���' I lv', I . � � ; . ..ZM-'*,!!::�- N, . ' ft-1 i�-47. .. � I . ,. ;� -f-z:'.'�' "";C' C�'NE�-C.--*- I � - I .-- I � -_,I .-- - -I--,- ., ;';-� � '��'-"r7 \)E -.' -�I � . � I ; I 1% i I 1 �!'4 . I - -j - -,2",< 5:,*7"40 1p-'A�r`�F---rr-> I � - � - - I I '' ----"--, - *-"-,- --,----------, I � W.":-'.� .1,' � :..'�- . - ' I �A �' -i I. , I� /"�'lc'�4c:)r!71 I - � " ---.-,.----,----�------,-,-.--------------.I�----I - ;---.--� � I � ---- - -xv, "'- , . . , 1� �/- 4> �. ; � 11 I 11 '--. �';��. , . �� . I -A.� �-"��..�" -1 111'1�' ..., I 11 ." . ' lll='&"mWm'�w,-7'- aw -, '�' 4444444 - '�' '�' '�' '�' '�' . � , "I zl-- --_- - .------.. .-...,-._.. . - _- I . ,- - ". . -11"', . �­- �- r-, 'C.-'. wil.l.;11 [ -.� ;�.-.-';� F-1 1� ;z- -��)! 7- 1111 0. , , X '.' I/ " I I "' A� X -F� `4 �Z<­A- "-" --��t'L';7z-7 ',r,;� - ; I � . . .� ..'-.-----"'---- - I i I . :""xm'r-%.-MRxT rT�vv�-'- - -�W7'� - - 7�017W47'0'1. - . " ��..L. -- I -, - i - �' -''I � I z I � - I - - .-I 11 .* 1 , '% ': , �-- � I- .1 - - FIEM 77, -4 .-,�Wt,�..,'. � - -., ,.,No. . � , . - I -- I - '�, ", , 4 x C- " ," ,-.� ��", / - ." ,� I . ��'>--��" l-,'. �- 1.1 "I -�*' -'r-W - . - -P I/ , - �� - ,..--. - I i I , ;;..�C� " - 1, r,.--,/ - -�,.-".-----_..__-____,�___.�-�� .1 �� I �� ---,-,- -" ,,, '� - ----..--.''-, I .------.-.--. -��'-- . I I '�'-'---�L--' ---.--------------- I" IZ �" "4 .� . 1� I I 1� ' . . : f I �P. .L 1, ,I ,11 I ,," X------------- -- ­­,---' I------'-'----- - ---- '' . - � ,% I -, .4 . - = r x , . - I - I , �A� �',�-'�t�"..-�"v- r: 'I"" , I 'L-'::�""!--.--' ! ",-- : -<D ,I, . t ,,, I � ...' . j I - I - i / 1, ' I ., .." " " I . ; � f . ---l. i 11 � I ! I I � I 11 --_, � t . X I ! , , I � . '. --. I " � . ---- , . I - - I I I I / � , � I � I /I �:o-1 �� ..� I , x I 1 � . ; i I I --. . --r,�' --.�r - " C:A� f-.l I I i .. 11 Z-z I �I ji.,.-------ji � . ,;- &- ---��--4c- "'�"'�'--�-A'��.�-JL-'Y- L-, i 1--45 t , .-- -'.---L.-----l;-----'---'-1 I i, -..--,---,� . ;4-� II X . �- '---7- --'--- ! j ---------- . .. - -- . � lK�--4'---------.l------- � I I I I -.1 � 4- : -1 - I 7 ; . � ; : .1 : i . 4 1 , �. ,---I- � ;' - I 1. 11 I . - � I ; 1-14' � 1-1� C I � t I 1 4 � , . ; .1 , . I � I- � I , � . .--- -.. .t il I ;� , � I � � .: ) I / . 1� t !. i, [ f �- I � � I � - � �' 11---.-I-- ---,-.,.--'----- -----,- --.'------ --"--.---,-I-..,-,-----,- . :.- � �. L" . 'I .1 �I I I - . ./ �I .,., 11 � I I I . I . I .I z _.. -,��� . I,1-11, 4�1 I Z I I- � 4 1. I .� I � I - - I I 11-11-- p 1 . 11-'.A� "I I �� '-�'S- - *1 i ''.. � � 1 . �� f � ''T '-."K� 4�- , , -I I � . 'I, I � I I � � I I ll� . MuLib"All IOWA - � -�-iiig' - I I \ I" 11 � � -----7- il 17� -.7- 'T ---' I . ' . - ',* I i -- + -77- me ,.��f--l-i-M.-VT'-1-1-- ���' �- -,---.- . . " - . 1 .4 -I-'-* X'-4 0* ,-X, li� �-'�T��!�:::-:' -,-- I ' : Xi�5 :754'11�-�!�� , I � . .1 .11 . . I '­. �- - I -� 1.- �" � I" ' "I'l .� 1�1 �' ' ". . � .- �' q. --V- - ,-I----"--l.-.!-- t "" 1 4-- � � "! '�- - I I � � I - . . . I I I . -1--------";�� L... '�I � - I . . � "I 11 A t - - ,I" -,- --z i I r-' �li ' I - I � ,,, I -1- -," , I �� -, - �'t � I I - - I ,", , � `- w - - . - -'� -? - i c - ��--;:��"--!�.'�:' I . � " - -�' , ' � �� , - --lz 1��- -.14-4c L�ISLC-ck- I I i .- . , ,t ,'" --- -- - - I�--'�:' - � I . . . , . t :"'.� '� ""I , I t-'� ' i � I � ., . ! L� ,- ; �� , . 11 - I 1.1-1. . I I- - 1% -,. I �I � I ' , '." - I I-, � ; x q C.66e I NJCO � j t .-11:�.... I �' '�I I I . .. , I I I � ll�l I I I , I , "�."�� --. i' '�� I - - -L� -� c...;�� k,-,. i '� . ,. I I � x ���" ,�"-L- -,-Z�)�.�%/ [`�� \/i'' � .""'.""�"","'/ -1, I ; I ; , �t� I x ! �/'4 4��'-"L.�'C-, ---'k� �. '. 1� , ..' I � - ' - � I- � , .- � "I - I � � ��- . I -.1 " I ,.r� . , 1 /i I I � I . . I : � , "C '�F- � '7 - ` "- I I -1, I'., �:� ::4i ll-� C, - CL7,r-' ��--IN' -" '��"""'.' I , " ,'.'� , - I I - i el:""��.�", ,' - , - -- -.;.,41 - I i ! I -� <:r'�'-"T" - - � :- -11 .�. I . I, i I - ,,, --/��-.i- -L 1, .>� , . C- --�:-7i:z-.- . i I , X 3�/Z- I I I � i '-�� 11 - '-T. 4";'�61-- , ,I , -.�C'Z-4�" - � I I . I ! . I ,.I'- "". , � .. k !I r, � ; 1 " z -/: ' ' ". I--- ! i�5 "' I - . " �- , i I i , i I / '- . I I tt:' -, � , 1. I , . I i ; � - - , - . Z , . t::I'�-':;'.-� ��' � . . I - '�'�d -'!(�' ;:` �' I . '� ;-'F-',.L-"� , ' " � C 1, I � � It ,LJZ�r ' '�-I'- 1/1" V,t4s.X.1=121C�,M r=-r-7 1. . --.C-:'.'-\�-i,=-, I I . ; �,I-... .V-7 . -rl'ZeE!� L' - � I . �/ I I I " f "!�'L- ., -�*%-'ZD zw� ' I I I � ' I I I '..' ------- I� --'-.�� - ----- - - ic� VV-11-1--, .1 . 11 I-1 ­ �i ��'- - - iz,." --'�-�--., ,-.I- * . ''. ... , I . .-- ---.-----.. .1--;' " ��A�; - , -)-I-,�;' � . -....... , . , . I � 'XI I I ---Z-il---- !.1 4, � � C. . - I 1 7 '--- . --- . - ''--L' .' '':.,_-_,- I I . I ..... . 41� -111-1 . . I I- ----- � , I --- " .� � " -: �� ' . , "-' 't . 1. � . i � I"". I I <-�lr/---l-*>lE -A le - )L--'..--,=j � ' 1. I"� ---.---l�'l--7-!'A 1 - e, 11 I , I I . I '&-E;��;::;��--4A-N�-7- X ' r- I . /�" . � --..---.---W -- . --.------ � 1--t----."- . . I � I ' . - -......- ---i , , � 11 I ; I I I\ . . . ' ! : '/'�-'X Z�,'�/Z' kJZ7-,- � I 1 '��-411-�(-':� -<r-- . I � I ; I. "*' , 1. �77' 0 .� , I , � . "I' 't ;I"I:I` , I 1, 'I .' I ; 1'z- . -1 ' ' " , I 1 . I � " I I � I . I -- - - - -� I j.", �"I 1, . . I I )." /1. I /. , . I 0; , - �---x(!�':' . f , I -1 . ,. I . I - . A "'�.. 1, " ' - ' ,. I ..'t; , . �o -1c> w'", � I I 1. I. I � " " I I I I � I � , ,., ,. I I -. . 1� 1." '.. " � ,I//I I"��"I , ; I . � � I . I . ,� �/ \ � ,:" " I � N I ; ,. I I �,� "� . I I I I. I .-1 ' ­ . - t I 1, � .�'-:', '�---r-T----t-.��' �:----. L' !7. ol . .-.------ - �'�----.--. A- -- I - .. , 4' "I -'�( . 7 �`f". '�'A� -,-�i- ; 17 � - . . I - - '-�:� � � , /1' I/ " I - I � I I I � - -::" - - -- --V--5--.--- ------------- I' . . w- -1 � - - �1. .--.,- ..,..-- -,-- I - .7- : I I 11 , I I .e �11 d I - -, - '-� :.�"­-'2 --:Z':�:- 4. , 1 , - - .. I -----. � - � -- - . -- - ----. -, --- , . i ' p I .�� " � -. . , - C: ; ' I - - I & !4. i 1, ", . i �� I./' 11 . I 0 . - �' - - - X . -, � � I I . 1. I � . � I I I 0 . . 0 � � .C;;, . �e� .0 . 1. c' o . * "'> I : - i ' ' . ./ "I" \ " -� - t � '-.'-��- C) 0 a I - - 149 : i . 11 " , I I �"'� , 1 '� . O 0 1%, �'.- I " ' -1 r' .11 '> I I I " �' I " . I�' i '. /��� %I". I . C, I- 1, , . ,11-1 I � I . I .' I i Ll I �-! " . . ., - '.1 , ,�'� I � '. � � . 1. i ,�'.,"//' � ;�llll '' - "I ... ­ i I" ..", - I ' ' ;!i I C>. 1. . . i" ,- 0 . (_1 . . 0 ' -.', I� C---4-!Ll'e'�':-"'-IEZ.�� I e'- 11 I I -, v -' _' ;1;�-1- � - i ! C� . � i I'�'1, I I I 1-11 �4 I I . � I '--)' 0 A ! - '"'�'J! ' .'-� * 0 Ow�N/E�:L- I i I I I I 4 I 0 7- I � . � I lie, -� I I ---�lk- i -� 1� 0 1 1 1 1110 I I ,-/� t� .- I, I I '. I � t -\'� -74z-.---- q., -- � - ll - ---,---- , � i - � -- " i ."/ � I I , �� -- . I I . ,e,---J -� . 1-� � I � ., . I Ill ' i" : . . I . , " �, I 'X . i . �11 � , '." .; ,. . � . "I � 1� - I I I -, . I I. ; � . I I 0� �I ; I a cj <----- . /,-4. 4 JE��E� ------i I . I ":'�'�/" , . -"�-' - " . - - , -Lfll� - i X Ili I � x . i r;;, -'ll . I If , ."\ �' J i . - '. � -'/l i 1 4--,*4 f--.,--,V-�' � ' 4�1 0 ' �I I ,(WI I 1 71 1 ---.- : � I I " - ' -�'', , -- "ll, '' I � .�- . I -- --,-.-- ----------.-.- I - � ��' �. -� C? . O � " '�`; , , I ���-.' I -- ---. ---.--'�l-----1 .z . , ; . I I I - ----. - -.�- 114�."-- k-- -/ - .k- - t . - : ii : .'� ... �: ;zr>c)c--, F--�al cc.'"r--- . 1 . " - I 1, I ---,-,-- -- ..--" -- I : . 1� -- ----1 � , ,. ,; . � ! I C�' -. . I . 1-1,1,." � .-- i I . I 1, I 11 I . I., 7� I-- � I � I � , 'F'c � I -% - -) - - -,C��',,� -7--H;7-71(--) !r,,l 7- - i ; �" I , '.' --"f";:���-" �E --� --F ' , I r .� -- . i I . - I . 'Z�� 4- I � 'z' - 1 I ---, - " I-- 11- . I � 1 1'�, � a , - , �l ; ,�' � I .11 I . : $ . . . . ... I, I I I I . I ; I OF ' & i IE>��4 -% :�> I I , s , I . , �! ", T '��.'!;z , --' . '. . Z--:'� /-\�-EF I -� � /-c) ,,, - � ,11- - ; � . . "� . I I 11 I '; I .1 ," I yl . . . , % . I �'----1 . .' , ? I . I I�- '�',", , I '--1 z - -- � ; -:4L, '. 0 I �� t " - - --,-= .- . 7,-'-a:�', 'C-T�--YiE--�E�(�-�--. i I i I '�:'�-'-.. �t I '�" 1,� -1, I i ; -=- -=,I--- -L---L'= -- I .;- ,� - ' " '�"--'�. I - -�' I r I I . � I '.1 � ,",' I '�'le" - . l-, I . ---I'.--- t I '/;V �Z.'C>'X- T-�'L-"'� , ' * -, . 1 = ��- '7 , , � . I - I i "� E .1 - .� I " , � I � �",I . I I �. .� I I " . I ......� '" � I 1. ' ' I '.I I t i . 11 I- --�----- -------- . � , 1:1 � I� I I., , � I- , , ' I . . . / ." t --- ,� I I ;� �- I I. I ' - , - I .' . . � . � . .1 I I .�'��� ' I I .�. , , ' 'e I, , , ".. :,-:"� ..?� I I I :, � I . I ."", .- '. I 4 � , � 1. - -- 1:1 . �''­ �� I , .1 - ' - ' I I , I . . I I I �- � I � � I!�ll� 'I.- - ,,,:% ,,, � :�' ' . �, � - ; " ". � � . , . . . , - I �. , �. ..1.---- . . ..--....-----I------."..' �I I � � I - - .'��� �� .'.7 01:1 , I , ', , , ��"� -.� g�-' '- . . ' I I ,. � � , �� � 1 , , � , -- ' .. �� . ::: , , ! A I I I I I . .� , � I � . � " � �: '4�� : �' V.'� , � � � I �f ' ." / --�----I!�;�- 41- 1 1 � � 1-: '. I � ., � � �, �401 �-.' " �- . , - � , .,'_,, I .,---- �� I I I I I -1 I - - i � � I/ . ; .1 I � 111. I I -"' I �. � 2 '' �' -- 11- I-. ...-- .-i , C--Z.�.--D -- ", I I I I I . ",%/ '7-1� -,'- "111�."'�� '' / " I I I - � - "I ; -�4 1 - �-- 1:�' :- /' ' I . I .�. , � -, � I I I , / I I � I ; t I. .. ' ' ','-, " , , , - - -"I I "I 11 r I I I I .1 , I I ". I I .i-I --.- t / -"� � '�' - -� =1 I - .1 - 7 , - � --'.��';�;��-,,- -'Y��- - 4 - ,, , �' I . I . I / / - � . ' 'I .. I ,� I . - � l - . . "I - _ --1 I ,-,--, �; I 11 -L'X-17�0A I'll , ";-��'111-.' �><P-. I , , �, I^!�� I ! ; lz-:� � -� - � I I - I " I I I � - j ll;� I '." ��, !';�-"-- ,,,�.' !' '�' I m . , - -.- � '� ". I ;�--' #� I- 4 "1 J 'r- -"' k '..". , .- , ,�' I � 1�. I- - --f ��r�"'O- I 6 �'t�'�V--lt��-' ".I I ,, . ';l - C- - A�', -"�.; L :� - � t .1- I I I / - . I I I� - --- ----- I �-- � f I ,- �. ':�� I I .'' - I � i I A I 51 i, . .;-.'I,-, I - � i I '-� I , I- - 11, I '� I I I I .I I I I I . I i I I . I t., -' I i I I I � ---.--.- -- I I I - . -. - '1� i - I� ; j . � I .. ; -'. 17 1 ;i I I k I � 1. I � I i�-,� ! ; " ; � - I . I - I I I i i .�; I I I 1. I , ---- - - I I i i :, ".1 � �' . I �� I 9 --.----------' - -----� . 11 I" � . / 0 ! 1� --'.---------- il- ---- -1 .. . � I -�-%Z_ --1-�--l-�--&=�":t---:�L- I 1- '- I�' I. 11 -!' -�"'" , ! : I "I . --� ' I �"-' -==:��Z'-��'-.�-��-� - , I I .. . ' " ,. .''7' -6 1 i 1 ----- - --- -:J -�' 'l- I I ------- . 1. . - I . 1. l...--'.------- ' I '. / I i!! I -- i ---- I ? 1,------ I I � I ,� I- I . -". ' - � I i-.-,---.-- ,� . : 11 I I� ---ijo*' /� - . � �-�-. - - : : , ,.-,- f- I !;, 1 '-! 11 � - I I � - - � - . -- �--------- 11 i ' I - 1.' ".�'- . v I N"Y�l r-'��71E--U�z ---ap- .I I I - I I .. , --1 - I - I -1 '- ":-" 1-1 . - I �' I I I � ! ", ' � ,--"I T- ' - . ..t.'.--.-- - � I . I - I 1� --J, I . ---- - -------- � ...---.-l--.- I- ---,-. -----'---.-I i li==- I � ; I 1 11-------.-.-- I i------..- I t --- I ; --! -- � I I C,- -Y-p 2>--',��>-%L�---------r----- (� - - � i -1.--....... -.1 -I---1--.--- 1. . I - t , - I I � : I -2n--* d _:7:f-"'F - ,�I ,. I ,;- ' � -7 ;,��- �'-t.-' ;,,- I -�---ll--i--U .------- v �� I �, L lyvwl-Tf� CfHr:�?W' '��"ltl�-Lr=' i I - 'v I t-,4-Y�� T74\Cr--l--> �-�-'�:-- i�:5f'�- .-- '� � I ­ - ! - ,", I �I ? , I .1 . 1. I , r,-,, � I ---, !I �V -_1"-, ,---;��,,-' : , 1 ' I i I 'I .n. ; ; I '�--------- i I - -----.----.- ...--."I 2, 1 , -. � ��' . 1 4 ,�.: I ' - -1-T 'It .." I. ,, I i . z T .��11'.� /1'ol 417", � 11 , -� � --- I 1. � I - - -"N� '- - L:> ; �------------- I ,. I - , , , 1-11 .. ","icx- L4 I � � � ­ - .� i , � :� I : � I, . - ' -r>-. ,,,,.,,,r-- -f-`4-�'!�. " i" \'--�"i�".-! -c- -F 1=1 -Y I -.� - . I I i . ;7�,�E- ' T'4-,rL- F'NLC:>L-'-�l-" ;�-, 4--� - ; "t'-T, I 11 1� � I 1 7 " �:-:�m c:>AF- i NIV-- . - �'-r:4-'k -, , I � ; �� - ; I I ! i--------- ;��' - I --. . � . � . � - � . � � j I \\/;11-4\T-1 L- P-1611C z-_--t::) --.- --I I.. 0 i 1 1 1 1 1 :I ' . -" - 1 "e i �'� '�� " � I P .. ---.-.--- I . - ---1 i I I �---,-- � �' . I � �t C,\f-,F='.. akz::). I o � - I . - I--- ------- . . i. I I � � I. -, . ... 1: I ; I I i . 4��- !--��4--r 1 1 1 1 � - ----T- I I i I � �' li � I � t- � ' # ' .1 ' ' , � i I " ­-'. . ji *------' � I I I I � .. I I . I I . -1 I � . I 1-111 .. ,. I i. . ./ . � i � . 1 - I . I . ,�.-.. � !" �I � I I ! ; � ' j - 1-1. --l-1-1- - - - -- - � - �. � .1. - . .. 1-1111--- --.-..-.-1 - � - I - -1---.1 I I � � 11 . .� 1. - li , I , - I � I I ; . � : � I I � I -11.- I-'-- - '-f'--j'k'Tft�t"�-" � I I � - I � '��-4�' T , ll- . - I I . I � I ; I I i � .,.,_- 11-l! �,I,- -1.- '�';;.�44 ' Z�l4i�,'7- -L"IL:- � 1 '1'7� - , - .- ;- I i . I I I i ; I 1. � I I � I�. . ! I I I � � T 'I - � .1 . .' . 11 . I I I .- ---.- 4 .,I�i-'�-llll , I - -I lk V I I . .1 11 I I, i ..;' '�� -.-- ";��lti�; '��' ": I- ; �-T , I I I I i I I 1 7 . I I- ! � � '.'- I I . , I , N E X-=-', ic�--')'t-'t I--4,�--�'- I I , t - � 5�" ,� -�� '11L'��r�t I - " -- -7-r-'.'-'!�l'll 1 ! .'t'.'�/. .' - I I i . I - c - v 141.� �2z-1 , I , , i lz:� ki � I . I . . I I I � .I -1 -f.-;'t+�-- -rlrl-�'*^"'t�� ­'. "', , 1:1117 1 I � - tE , I 1 2= I z 1. ? I I � I " - I - - � r-� ' -, 0,;-=1 i ,I ' , '' I . .1,� .- 1.�. "I .'- "-ji�A-�-Z�' , . I ,. --.- � -1 I ���� �� I , t--,,--- ._ _ '- I �- 4" . ".� - � � � .. 11 . ; 'e� , , .- 1 � RA't�j4- J:�-'w 11 I . I - I t ,�.,.Iii�,4aiiliiiiliiiiiid,:.,, I 1. I � '-. .- - r' '�.' . I . A 11 I - , '. I E . - I I - . I '�;&I - � p' � : t . - � " - �' A'-';TRZ�:-ikl I faLl - ��� 1. "i I I .1 I , I f 11 I I - I . � I to I I I i I A I - . I r,I vi-- z-11 :"/IN !.l'-:7"v--:l'7--7.':�ll i 1 X'(�"-�'6",- 4 t .� I ..... "�- --' -X'4 - !F-�-TIAD h"�,"C'�).rG.- - ; i ,�-7, - I 6IN-P. .-"Z:.-. � . 1. ';�'�'-';�- �4.jqyri . " � ? . 71-� I 1 1 � mmmmmmw-��7�77��7 - ; I I .��,��%�"-�,111- � I . � I I ; . . � I � i t i It j i , . I .01 I -y � ! ' . .1 I : I % �Ml' I I � �- I � . .1 � I I � - I -� - .�I I A I-I I ��.� . ,3�'� , "F"rww--1 I ;��L - I I .. ,. � . � �i ; -'(� ; ; � i I � . '. � T 6 K�'�llv' I ! ; 77- '- I I I I I : I �:, -4A-*:'�<.' . Z�<4 " i i I I I � I I i � �' -t.4 i ! j I I I . I q . , -�w'�- : .--�- . I ,� . I �. - Ell" I I t I I lor';'r-':lrk't 7�"� ��.:? � I N - - I . I . i� -'�--�-%'�- ", '.: � �'- ;' �m. � ."";"�-4-- 1 1 ;�'-"'�' 1 16,"0,C. , - X, - ��'�L-Aiz�' C)'eZ . I - _.-�L'�'� :-! , -,,-4 . ".' f I - , - t . .' � ; 1 44 �-' 4. �l.';.' V' � A," ' " :",,,t-," ;��-.- t � i I I E ,.i-;-T'l f " I ' �"��,I.'- - � -:�.:" ��:�-�-i"-' I � -- J�- " 4/2.�� [,:2;, 1 -. 11 � ! � I � � � � I . -- ... . -1 . i ! i - I I i, - I I �� I - - I i , .�T . .. - I :-� 1. �k'.. I I .1 � I i <3" 411111�:J-401;7-1 to,71 ' -4 2-'K ,A C-C�L-�.-)�-4N � � I I � � I 1! ; - ,;.-. I I , , " - ,.-'.. - ,� I- -�-, � - --- � . I;. Y Z ' I I I I � 1 4,0'""',-r"', i I � -.- ". I -1- ., -11- -W� I 11 t I ­ - : ; , � j I . L ;l . -��t:;�' , a f)� I I - I "---�-t�-- - -1-1 "' I I Q� ; i� -� ! �-'-"�I'4 Jvy"""� '�(' ��i,' 1. K � o'- i, i - 5 --- I I I , - - . ­- -- - -'. � ­.L... :*-" �. -.' I ! � ( 1-1 !C . : I I . 1 . r- --- -j------'-'-..-.-. ... -L-1--j- I--,--- �' ..:� - L ' i - I 4 I �' ,��! 'J�'I - I I � I . ! �.)t-" � � .�4 .1��i�_--llr-� - L� -- --- � � ' �' I I I � . i -I- - I -1�."�' , I ---.---.--.- .I . . -­- � .-1. - -1.-I,--I - I ;L' '�� " �,' ' ,T-- �41:�' ='� � ! .. � � , t'1-ZV i ' --- -- - ------A� ---- -:j- -.--- I I 1� I I . . . - ! k 11 i I � ! "� ; j I � I� I I � . I 11"... I I 11 - : .� � ". I� .- : � � . I I I I , - , - , . - , ! ��, '! �I ..:, I I i I I .t , . .1 I i , -.- '�'P!::r r7 �� ,�Ae- f % ., I I . 1 : ! ,� I 11 I .1 ! , �, i � , " ; N , I -� .' �' " . -1, . .- I -T-- I I I 4'�-- . I - i ' � .- f - -'� . i , - 11 �- � , ).'�� 1' '-i I- ��t�� . I I --- -, -- -- - ---------, .----.- . � !; 1� � � 4 ��"'-;'-Zl�i- ��'�','I � --- ---'-----­­------- ' I I � - � I I I - I I ' I . i, 1 4 .1 I 1, I � I I I I � I I I I I . I . � I I " I I I I I .L I I , " � - I . � - -1 ". ' ' i � i I �t 11 I � I I I I " , 71 '. ��, . . : ; 11 .�� -Mi ' . -''e .1. �l . -­ . -- ..'--'-.-4'---- . - ---. I � -ml --:��'L�!��i N4��'. : 11 ,- I I ,. k'-�;-- .�--- i�� -1--1 - � ----,---,--- -- '. I . " 1. � I . . 11 � I � .". . _;:?- r-I -- ---- - - � I , I r I � . - * . �-- ;�;I -- -� -.. I f I d ' , : : � � -a ---, I I ,I.. I il �I � . ' ' ' I I I I I-- P� " I I ' 1 f�4 ;'e"�.�+ V-ot�!Z:;O�m 't"'.-' i I I I I , ,' il � i . . I -i� � 11 't I . , I F-L I - -- -- I I i� i ; ic,�eX7-- I I --f- - - i ') - L��--"-z 'Z-T'a: . . , I ;� . , .' , �+q ,.,;Zvf,j - ' -v_-_� - -1 . .'-:----74'- L . i . .n/ , : -- I - �' z IV, 2'- - ,� ; 1 -4, . 4 I . .",t'zck-)'/v-. - f� ", -� ..I.-- I . � - - P--C) x, -�'� 'C� ;� �t ,-'r' J;.�.- , I I --"- . f I . I . - : '-*� . - I,-- J � I --l-l- -, - I -�- ->�F.C- - W- /-fll�- �'*t-- I � � �2- 1 �j N� NAA4sciN41��' '.."/-^-L-l-.- � --1.-A - 11 :�7t-�� I I �' . - � . � I I I . -, - I .rr_. � ! . '4 ; ; , ' " .� I i� - I -� ' . i --- I - - '- i I 1,. I .- ,� I �l , I - - � , P�f-11-i;I I - � I . I :!Wo 11 44-,I,l ­. - L'-r-_-. - ' - IL - I--- � , I � I , 1 _4_� � -'. " - - I 11:� zz � I �� -�-4�, 1 1 i V '4 1; � ' - --. I I I --�-� . -: 1, ., ' ", , "(� �r - I I � I - I � -f " " ' I �' ' N"I'l", ; q . I I I , -45l'J4/'j-g-!t'r-- � ..I t , ��'- N -,f,- - I:-� � I A. � 2 ��C-'r'.�"�- �-:' " . - C ��-' '� I , � � � I I . 4" - ,-- --.- - - - . I - ..! - -4e-'----'--'r'- � �' 0 1 � . �. I .-� I -----..--I , z-1--f---.---- , - ------- � I 'a. t i ' " L?V'�4 , '�'e- '; - - . . --L-- .1 �-'" '' �t � j -r- - '.. -V�.' r -r- -4--illt;�-- '::�� I -1. tli'�" I '-��";-..' �, . i f I I -1. � I I ' ' '-,- " - I - ,� * I 11 " - . i ; � � I I I �'' - i x 6�' ��. , . , ll�. '� 1.1, -4 ,- ' -" -' ' -,e"'"�--' I �' "", I , '� - - -L.' �-4 :� I .. �� - 1," � �' -,-!>T- lc-�:r�--- "r-:�-�;'r-^'.�:'-­ ,-,=-F?- 'r- 4' --.-1 i I � I . �" , ;:7�'-""-�'�- k X" :��" � v - ... ,,,,, ,LLLL .,.', � I I I I.i,�"'1-4 I . : I I I --" f - I ; i t . -- .- . . ' i I � I ! I - I ��:::- '�' -I I -----------I---,---'---.-.--l---.--- I- .-4------.-----.--.------.- -, . ---- -�--- -.- .... -I-I.----------" `7---t--VN<-l-lk-- F=�--%� . I I � .- I � 1. ---- :�' �I --- T I -----.- -..--., -- -.- ---ll-.------- I . 1 . � I . �, � I , I �*' -204/4 �''(�-:'.-4�-�' ."�'4:�)�..."�" tl-t'--1- i I '� . '..�'-' ! iz4'll6;-ro.'j - . 'F�� '. t, , . 11 . , �'- t- ..' � - �' � t 1� (7) i 4 I I ,- I . '.' A -----'=-, --'--7-' 7---' , I I ��'-.; - �."- - P; - " , � ' . ' , iil<.'�!'IT I . -.-----.-.-.-11 -- - � - .11,I� I - . - . I . . 1-- ..,--,..- � .-- I 11 � I � , " -- I -1 I -------.---.------l-..--I � . . "--- 11 . '.j !> --- -- '-..' ---- -- -I . . 1-- I I --.-.-- o � . , � I I 11 -1 I I I I 1, I I I -., I \"-/'�" ; - � I I -,"-�r' , �%' -; �.: T�-; , '�C�J-4 1 � , . \�' � I ' � . I I , � '�� t '.. I�'/� , �� - '�� ,-/ , - - .1; � - : ' , 4�'I.I '.'/"/ I I I :�..�' , -� '----l- I � -1 , - r --:- :7 r . " "-- � � , , \ "' op , , 7", .7, � I ` '00/ �. , "'\�, ". I/ % lzp 1,A"'- . 12 " 1 2. 1- -.I. I -, - I I- I � I � . �-,\ 0 ,.,:7:; 1 1 1 . � I : : I I ; - ; I . I i I :" " # ; . I I I I : I . I t I � . ; I / , i ! � I . I � !'�'.-r -11 I I . . I . ! I I I ' �= 2 1 -. � I � - I 11 � / ; � J .., , .- "�; . -�-�- . � I � ..' I I .I I I I I - - . ,.� �' - - - " - - ' - I I- -I.- .-----1---"-- '--'---l--'-'-.--- ,-­41---.­' 11 ---.- I : � . I I- - � I I . I, ! --- " I . I �� - i -,---,---,---I-- I - I I ... . \- �-- . � i'!:�"'4�4 ��I �_�'�'. . '" : I ; �. � . , - - ------ I I i-� ' -��'l%I t'�'-'-, " Tl - �" I p I , : "o-"% I - - 4�_-��� :L -I' ..,I I . �' . -.' - . I 1. 4K��, � ,-, � �";--�"i r�;:', i, :.�: i I : , , �' ., � � � I . -" � ' . - 1. , .. . I . t � 1. I - , � �' - '.�" '.�".1, ,' - . � "-i f i- , . ,�" Al-j - I �------- . , . N- ! -�' , '' ,," I I �:-" , . � - r - -- I , I ' I L ; �� I - . I ! . I I I -I I . I - I t , I I �l r .�"I � I I i I . I .1 , 1- , , � . - . I . �- �L'Z' - ,^-. -V-v A: , -". ; - I . . � : I ! '.. I I . - � - I I I I ,-,�' �--� �--, �- , . i I -, -. I - . � . I" � ! I . � I I I . I .-- . 11 I -I � .11 -1-1- 11 - -- i I . 11 I � I . - I--.- -1.1- , -4. .---,-.-,. � -1-1.14;. ,- , '�- . , " ..", - I-- ­ I � I 11 � 4 � - . -�" I " "-.j<� �-��-,j -� -1 . . I - �. � � ,L-- I -'.o' -,-- . . , -,%�, � \' - ���--W-.-- --L- I - , I � I ,w. ---- --ill-- el � . I -, " '!�%�' I �' " -)-7-t-7 , .�' , 7-'-- I I - - 7- 777 - --� - :- f R*" i �-' ��"' ,,-i<-- -- I - ,-' 11:- -17 � �I I 11 - - ---,- � � - ,tr� - - -1­--, � -- . -.- I - � I� ----- -.-�- '.---�--. -�� ,.=----- --__='�' --- � _ __ -V L*wwwr' "PL, ,I I IQ4 I . I . "�:4' 1) , -�:.'-'-"? -_', , I ' -777'E�I,-*-"'1;� %;,'-�7,C--I� -T-iZ� � ' ."o -1 ;'"' I .1 - I I I � "T I` ,/�-,�,,I . I I�-_,,,"_:� . . - � - I I . A,LL �� �,--�z'�"'�-' �' � � �'t-,.'7 \ .'- -1 I 11- ,. I . I ' - � � - . �� ,I �'� �"'o , , -- - 4.� . � ,,-.,' . --, ---- "- -- - . , � - , .-L I . - �- , T-"c.'.-....��/L- -------l--------- I . � Na. " �. , . " "I, ,, ,� - ��� ' .1 I I � �f . �-.' ,�� --- - k -. -:-�;:!i I, -% (- . � Ae C9, - -, .--, -'. '., ," , � I, 1 .1.4, , . I . I " .4- -:7--I-- --1 -1 V, , , 11 Ili\Am 114 11"�< 1 - '.,�� ,. , , . '-�� !: -V ,.,," -I " ,� - I I . � I ,::�j -- � �'-'�'i � I iE--E:� '// � k � t -'� � I -, - �' ,., I .I . I I I _ \ $ , I , , - � . . I I - . $1 1 1�'-'.j I I.-z�,,,,4 , - , !, '.. , , . . - - .I I 11 '� .. -'J', � � -1 I I 0 A p I� � - - � I %-.., ,- L-.) L:��--/ V.-. --.- I ' . � , � � �. , I � I � , 'r'- r- -.' - -� -,z I �� "--" lr4- I I 11 , , .I . , I 11 � . I 1, , -- .E�:'& - --r U-J!'I-I ��-, .. F.�al -- -1 kk.%� \ . ' ",'- � , ,I - I 1, - I � I .1 I �-�� �-r�r.-,!L , T7,,);- . , � v... I . " I, FIF I I � �'I ; ' , . - . .�P i k,�I I '' % ..'.. -�I Z - �,�I -- I .1. I I 1� .I . I A . ---T----- --..-.;----------4-----" --------- . 1. � 11 � -- �'-�, .1 I 1� 11 el. d I , I I . - I I � I , , - . i . , , t cl * � 'L I I . � � I I � � � I , " k ,",#,A .';�- ' I- ,.- � .1 .1 � ,L 11 , � . - , ­-�': ': 1. I 11 1. 1, � �' I . " I � i - - - ,':,�.v. 1 . I . I I : I . I I .- , , I . � I 1-i " I . � I ,':-'. I . . .. I L � --,---x - l------------- - 1-­-, iz--�D'C' 5C)T14 k'%�4-v'�� ----�------------ LL . , ". . I ' I � , ':' I r � � � . I . -, .�i'c. ., - -, I - I '� - . ,4 1 - - I I . I I 1".I I _ , 2.�AMPI",-,�'� : " � , - I I . I r L I I I � , � , I I e , I � \ I I I - - I I , '�1111 - - I 4 I ,- I -, I I I 1, .' � 4 ""�';�---' � -,-, I � I I � I I O i \ I / I " � I 1../,, , I � ' , . I �"I � 11 � . I I . I I � . � '7k '�'!- . . I I I . I � ; /.1-1"I I " � I , . . i � �:`-'Kj'��" , .- ., - 1, . . \1 � I � � I L '. .'�.. ""- -:'I 1. I I I I . I � . " " -�- "".11 � I . ,. 11 � I I I I 1-1 -, '�' 1. .d , , .- . � I ---.------.-.------L- .--,-----� ,-- - - - -- - I 1. I - , , � 1. , � ,1� 1,T 7 -.�'. " ': �. ' %, �-I 11 I � �� . I I � � . I -- --.- 14, - .:, 11 . -���.' � �'- "I I I I . , � L 1, :- ��' . ,.. -� " , . 1 I - . ", I I .� .1 I ' I I 1. I - . I " . I I ! '� � - A� - It .o'� I I I - I �--- ----.--. 11", . - � . . '� � (.� 1, .. ,1-,,L-":r I -- 4 -c - L - ' ", , . . ... .�, I - . I I � -- -�. - ' - " �� --� . �.0.� �' � '.' : I - . � I I .. I I I I % ' '_'- '. �.' t' 11 , " I' I L - " - 11 ,,,, - , I I I I )�'.-' ":��' , - .1 � I I I -1\./r � I I -1 , I -1 , ' I t��-IGU-t-T- J�L> C.)- -,: .;� . 1, I- ''. ,I�-.-.,4-4.-'-----.-.--''--". ,- � . - I � - .- . . - � , � . I I I 11 ''.. -1 .. ­ 11-1 .- �---o .11 � � � ­,".­ - �I I�.I I I '-..11 ". - . - .. .1. " . 1-111---l-1. � -11 --l- � -1 1�1--l-.- -l-. .---l-, -1--I .I : I :� -.-J. - ---, - � - I -� I 11 - 11 - --. .".-----'.-.-. .- ' ' --- ----- "--- --------'--,-..".,- I I- I - - ----" . -- - - . I 1-1- ---------I 1--.,. %------ -1----.l------l---..' I - - . 1.-- . . ,. ,I I � � - � � -I �11 I . . ��� - - ' I "rii' m M� .. , I �.� I � , 1 7. 1 ,11 I.. I I . . � - - I I ;' ' - �''-- - ".I I . - ." - .' e":11, .1 . 1, � . '.. . - - I -1 1 . I " . I I", - I'll, I - .1 I ;1 , I ' , I - �" - - - � I .1 .;1. . 1L. , .1 I .. . I . 1, I I I -. -- -!. - I I .-�'*'�.'� 1. � �,'�4�' -� I I "A' , ' I I I -i' . , . 11 I, �' -;Z- -1 � 1. � . 21�" . .. i ' - , -'A' I 11-1�.I � 1 - 1. . *-� R, v". � � . 1"".1- ,--.�' -.1 - - :I- - � . �' ': '�', " , 1 .-�'--*-�-R 1 , .� I- ,% .' ,. - - '�- .'- " , - 1. �' 1. . I 4'&�"' �6&� I il. � "..'"Ilt � 1. - " -!: I I I I ll�� ��.- - ik� "Ijjl'i ' I I � -I--,' � I - . - I Im � 1-1111M -'�' I � 11 I , , .. I . I_'%L- I I . I.., I �I � . -"I � i .`-�. ":'..011111 � I;i"- .... I. . ..I I .. m - -luna�'-f�h�� � �. � -111.--� .1 11 . �� 11 I 1-- - I, . �-�-­ -'.­.'.',-.- -,7"- ...' --�."­- , - -?7 �. I - , � I . 11 I -1 - I -, , 7, '17-V "`�"�'-f-- "'�� ­V1��X_711" -m'l'--lFl117�---. . , " . � , , � , L--� - I� - �� - .1 � r 49F<� . - -- - I --.--," - .',.:i.��- -:.� .. A�'� � - I . .� 11 �I� - I - ..--- --" . -- i ­ I I � � � - � . � 1.111' .. � ... I --.. ..' . :'�' - �-��. , '- . :�-,"., , - , - .;;. . I I tFlllllk'��1�11' .... � �- I.... 7. --.- .---.-'------ --'.---- ..� I"." 71- ............... --�'---17-')'��-,- - -� --,,-- .. I , - � . - 77 � .� ....�� .I'll. . -� � I i - ... I - I� � I ..' . ... 1. ,..-, ,� . � I . -� - --: -"�- ��- - '�� ll� ­1 %1-- I - Awr" --.--'..".-.- .- .':�f-. �i I - -'--I.- " I -- -- - -- - t L..... i 0 �--� - � t----t N ✓ E l...y�o'� 'Y� . . �- :.lC„-' .-. f I�J �1'Nf$C_�L.:� I , '' 1. v..uv -� t .►2 _' , �::r.�:t.: ,r 1 I Ni V.E15• L- ,� }..• MSS+ I - — - EIAL�'`;7 0 1 �t=�� ,F t__. _ v / . _ ►2 w/3 io:x- _ ► oc {T'' '�` Ft PES .�'-y _ __ -_._- f JV\r \ v i.3 ,!t I- ;.�-✓K`•'1\�/ ��Y '_tr'a t _^ b F,uT �•� t } � `- -..._._ G�A''•l�•1--..t-• .+.-_..•..... __-._--�r. � \ �_-. ______ __. � ;, l '• 1J�.Y[,.1•.': .�. �..�.. +'r�L.T •.�_ _. r. ,. 1*....y� . �„�. .,._'� �'- F� '� � � �' �_- l-...Y------ - I t.J3 G�'•" ,�' C'SGxC 36,.1.CyLL.eel,o�F` ,_.,. �•- - r r~',`.,,� � .._ __..... ___ a,...-. . ..-.. � ! + �i.�._�� � i,~x�<1._ �.`�-�'`a`_ram"" `h.! ,•_.•Gi' �!J�i �:J'ttir'-ti' • " �"� \ �►' � __ 1,-L.� ..` �'Z��_.—_ \J � ( �,`, \' .mac..'\,i i'..�... ��+ I 1� ��7 i ; - oil �' \ 1 i `'r}- 1 , ( `''.- `' � _ � �,r `'"';�--�.--== •••- - ---r'' ,»,,k=•_ E=-xt�rle :G� � ~' .rr.c . . �.r ���1. • ���a= <<•t_• _ � __.,.:�:.. tr � � 1 ��'.a„ �` �I� �',P�.:•�"t"tC�ht � . ( / � .mow �. ` ...-___•' `_-.._, _ w \ -. tr''`Ll~� �- µ+,'X.y;-•r�`>t._� n ,. 1 ! � �:i T=._ 1 i � .,i"•,___ - '. �N 2 I i �; � V-" .i �' '� _(--7 IN�. E.I~-. � _. \ ` ..,, ' , lea , t `t'C.H '/?a c�: `\ O TGP " •f 1. ; / ! j \. x GxLD r' \ `, � t r,, j c r�.} IC..-k.i �� r- !`'. ' �' � O'/T i. cJ'T- Fb1�.'7j+C ,.�/ t •` ` - s � t ' L-"^��� ` �.t��n 1►0`'��:•s , \ • ,.� � � ' +el ,l� i ✓ r� -- r j r - - } � It �; � / y!/ //, / . ,►. ' ( I ' Ir / /'/t' � -` � � _� ' 11!✓ziT �jL= �?Agi:�••,�'C'a..�i SU2�A�E t- n 15t. C rUd l , r r• . '/ / ' ! � - !N'`✓ E L_ \0 !' ''� 4 � � r / \ -!--� , c, �= ' �.-�;"I'>Gr-', �-- `•. M i rt. � i l l � � /f ��,,'� � .-' .,r '`," ^. !►,t'',/ � L . l'„ .C.�:`"F"�r'"�'7 ; I �� , , � 1 / /l l f' j ` .. „•,G.� ���'�r<:°*.�� h7`i n I w.a s+-�At_L.ti=C�" �'1,1 � i 1 � � +I ' / / '�,� --- --- ---- ---- -- -- --- __ t . l ! l f/ / // / a L c,r7:�t+C l �I?•# OE fs- >F -_ t.l\.1!>`CGP 'r].71iC1 t p �' �>►%^ttC i- I' t f 1 t N �J. E�.. I S i 1 _ �' �. `a �i (; L - /Q - YZ ! I '-4`4L _� .1r .; + _._...�..- - r /• F� % (. .�E I - i , ,, ` \ x.... <7fFE, ' r /, / r , \� P'� G•'_ ._ _ . i ^r �12T . _��-r" ► - t!G- NCtturgl col! .-- -" q "� r, elf 1 ;/ 4 'rT'. "NS --- - ' c-; ve --Pt44 / ' �SG•�. t i��'VF• ' It ,.r �• g 1 [-y+-11U'=7 - G `-�04__l"S,>r" 1>rxp�Ttt..1G � • !2' MIn -ill \ ' � E'�(..>11, C=.it�•k"a � 1 s �.t"fecl ve .� i ,.r•• - / �'l N a��. K •'' `" �•.. r fF�' NY {N'J � { �; C NO �C�AL{= � Wl=L.�.. � `T' --• 1'• �� '-y - -�� � '' "` _�'"� ` '�. "" � '� ,� ''•ANK s.75 f9. Nc.'f'T'� : USE \ \ -4 ,G„{ � � '( �II..�L.. 1"t.l-{ �.1 1._L=1 -j✓��''`1 �FL,r � ^., _?__ 6_ll �-r / •C �� ` - �t '` ./ LA • ' "_-� �....1--I ,.�'�rc_s.r�.. � �:�c:,r! ��.ce!- F��r�-�.s�'a r� '" >�,,�T-I--� U t�� `� � C=o � I�.t ��•c�L.� ��ti��,r;: � I=: / -- —�/j���, . .� , �Ch_`.'.. �: ;�. ��♦ l4' �;��1:_+a�` '_.... ,c�,A�. �,. - r.. 2� -:•� •r� .•.•- r M r !Ei'5 4C,�� L)t+G •-^ ! '����':-f iG....� �J�•-•M�IiV 4^n. 'r< - I `"'[.1..- ; • , � - •• _ -•r -�%� LtiS 1'✓ �..� TG F_X T�``1•.1�: i � '1t''i" I ZrCd DE--T .I L_ CU`J Te_' t� '=�7► IT�f�G;� czj ! i 1 p '- 0 y1 " r I AC_ , _rI I All I - t T t I ✓CJ�� `I G�l-�"--' A ._4_- iK"i..L/ `-�►-7 V a r � �J i 7 .. ` ,C7G'1 1'•'-1 V Y--J /:�•F`17J < �� O b `_ ... 1( �'1 ry 1 .i c! 0 J' '�-. .. I,�, - - ---- - ---i -- -- - -t ••y,r, .�1.1'n_L.'"�1"' 9 '*� 'j ^Jt �-;_''" i N f:•''...���. � � 0 i G � �. L'7 � Y � •^ i � TC ''T1t - --_._ -------�__•_. ---_- •v � 'gl�Y1� ; r , f ' r•..,..,•o,..-.•r.a-•....... ..o.,.•..,...-,...... - ... _ , ..� « .., .J.. F' .I�'"'�C�.'GS1.• i C .r'..- � •• c; � p Q 1 I j � , , o v� i _ � ' � c� � 1�---- ;.'_ - � :':';.�;-t_.:��::�T' :���3"?' lC•; '""-,C,.�.,iK v'T' �x I�- �• , g,.'xG� c�A.l.... _ ! I " 1�..,7 �( ,r ,. - � �' � is .•, � 'J' 1 � _ _._ 1_ _ — O�+ o cm0 � _ __—._...- --.,__-- _ ;` ^•, •• e i d - - - -T� . I � 17-3 .I ! ` , `� �:,:c E:/ E_: �-"_' 2 "'"'► .1 Fes.r•� l lv�' .S �./ �} O � J _ v - ', � � I_g ; -�� � Ex� .. (,'`-1,��..• _._� _T� `:.`'�•-'..7k�,. '�:. �? � O �_ G ',t '�`• � ; I -�U. � � � 11 �,` i`.��;�i, � l,,t T 1F_ >� ? j I Co ' 1�T S✓C..A T` U_ L7 Cc� G',.= a - -- C.r—+t— S . - — -- - - %p•p� a w l� T.�; l_ C?f=- C l I- I A N 1-+ L. i= `•h t I� .��C" �' cIT .. L (KC l To :::C-L\4_-.0 - f' R 1 ���•�� t�tf`T TZj _x.1�t c" F. Y , . T _ �.. _ 7W. +,T ... •_04,W.. l- -. a 8 -. - - .. • y. - .V.. Z+.. h ,.,..�.. .. ._.._...._r•-�-__-_......n_..-. .- .,,r,,,... _ ..... � .nyrr.....'.-.+r+, -.�4.w.�Y•w-.r- ..,r ^-y..v......� t f ` 4 �' --- eL i ,,. •- '...'^v♦v"�'-��� "... 1 /[„►.-..1/','1.� t�� N`/ / � i 1•��`v C'_t�. � /,� �, _� �-� '-.�"� -�T t?�'�.Jt`'� �. _ -- - -- - r �'�__.� - . ' Q��-i;ti CG PIT .. •-�.. _ _.-^-_'--'.�,..•.•... a...•...�.. ,- _ � .�......_,.-.-_ .-_.�_'__-'_ -. � /� [ :r'-a:..:. ,._.yam �\ ,c_�.- ter• __,,_, `',). �-. �. ..,.. . -. � -. ; G P f• T'� ���. F- 1 Jll� ♦ \ � `.� !'��t,...'' L�� �'-11�1� '!1�'..,�,L..� w,i..,L i�.� L1�7 ' � � ��� � �v�C.: �j__-_- '._A Cad , ._- - .... l �-._ ♦ r'-.. -k � .. .._ -. � CT -- t� � / � V� -r� 1, � 1 j h.'... �\ - -- A / �— Lir- C tl- --__..._ - t -r h 7 dIV.�"_•�- - _.. '''... r^l � - - J �?-�, �` ',, -. c r ! . - - i � .. _^ �, �(_� , ' -•�• � \__ T ,ry' h':5 Tic a l�k,.',''•ti-r•i 1 �.,� 1 �.-... I - ./ /- \ '� \` ` �♦ \°\►- � - •y``--�1���. � - �� � � __ � \„ � R •_ " - e I q ``` TI l� �-�'3• '=�' ��),`.: _ ""'tPl\/ L- k s� � 1 �\�\ 'ti X ._x4 4+A'76, C '� , r \ti $' 4'� • a ✓1��. ''�'1� \ �`� 1 1 f ` ` ` _ ` \' _..__. ✓ 1 ♦• sue_ 12 j f r t( i'f / \ _ _ f_ 4.+ ` 7t l ,r, `• rl .}� CL.Li�.� ^AL✓ ^-*,1.1 �\ `'� / , tt -t 4t♦ - l✓' i j` / ✓ ✓" , - _,_ / � r'� , '1 -t _ _ P _ �!,� 1 1 j i -T?', '-'�'- �=.�� H LJC E..r.�t.Y��', .. y ' _ `' � !`' • � 1 �� --- �,-,+: -� f ',•-.._ ( - 1C �/iy�1 ._. , .'..fir. t '' 1 f '. ' ' , I t 1 �, � � -� t ""---i�,,.� �.. �- .� '. � , � , y rl. ♦ _ ._ a ''. - ;if° '.h. a. - , 1 4 S - } � , \ � ` � � �'..q .._^' .�� .� �\. •-fir `_ ..wY_' � 1 ^: \ `` - ."`„ � �� {. i t M1 a ; r � I I � '� ` / ��- '/'/ �,i -__ ` \`��`� �' ti �\ ( f I / !. '+,_ ,` � w �'`{i ', � r�- � � � - :..��1•� ;�t.•, C'._!'r`,�►!« r-r~•�"' ��,:-��,C•=d'n. .,.."'., /�� V; r i +15`: :�rr�Gl ?, ii 1 } `'� `�s { j`/ E L ` / Y r \0 \`� rrr w' � .-- ^ � . . - _ ..-6 P/�is`; � 4 � 1 j � / i �`O �� ,•:1. =ram 77, _ { , _ 7 Y-t 1..,/C_. t- 1Y 1 .1-,'1\` 1 �:... ��-- I'. _ .-. 1 ,1 i � ' �. . 7• ( ; _ 1 r -.t--. ( ../ - 1 9 � V_ �� 1 _.—. _.—_.. --._•.--__ ._—� —_�.. __ --. _ I.. f e � � r � Y�, ',:..� ,'-� C.f� t:-~!(`.,i 1�}'.�'.'F.� -1-.f?±_� �:? ::::ae.\'. j,i. •.I � �,Z;C.•l .": .. - ! � _ � �-_ ' �` 7. � 1 f J ! / . .��. T e-:�.'`„�•.►d_;-`•?'�: �J.`T-��'1"°i A-•'{ '�i� � � _-c�..: ,�/`.ar -- it / i 'w. �♦ �JIQ?«I✓ i !: / , � � \ / =.'1'-� �'� / i r -T - _._c t >� l A►.,3 r r" . > . yC ►�a u c;! S o t l n _ t ective leva,:i•,ad *ne �; .._—__. _ l i a ! t t ; I +- •.re ' S `�i ;J 1� �71G l.lt'L�` tom-J 1 1 % 1 I �.,,. �: _ —». ::�__�____-- -. ,,� l 9•PKr '�.'T"N tel:"-'{ N�E. u - , , - - t ` ' - - �' 4..__. lMV '' C NO },u,=. .,�. _,,.� j�, •^ -,..a.� ...�„ {'� TI,.NK;. t9.75 z 19.0 ; .aLXV e►4�� 11 E �tGN LE1�!-I-itt I,- "ITS� r.X, t,r�;, �-} .. . t., , ----- ----- ------- _ k?ll'lr= . hCJ 1 A 1 PJ'^c,�d'�4 ���+ T?--i j 1~:, t �'C� C> 4-� ,4 L1�- - �- T f� CU �:*,{.4c3: LC/'V •"�,>~? .fit �.r �E- r��=' ��jj�Pr~'' ..r—> fit V �Y.OrGLa '¢f �1r; _Jc:_4 ;F ✓AL is r�2"�..ithlEy; 1+' ZG7 L _. .. r ,_..L.• 1 CSC'...- f_-�'-� .L::..a„Iy�._.'{ .,_ JL,y-r-....T,.J...I { i T fc..i-.-.f��Cj +! 'r-^IL�J�L:'w Z/l� V � -.- �1 a` 'TV- r�I-1�j`�v� ar.f`�1-- y i 2�% E� L�FT�`1l" 7 ���'.C:�,/E�s2 ✓t� �`- � _ -� - _ hs�-;'"1 f,;", Mom,,�;-.;�� � (� -' { 7T' •- .-�' - �`/ ---- �� i - '��` G y^�,L`♦tea!•{�%t+✓ --_ -_.`_ _..-__. ..__ ____._ —_y • _ ' rl? Cl y ...,....,...... -r..•.....e..r••e--",.�- ....._--. 1 . tr. �. '- .Y.,._ ,.. 1 ...+i. �j .r� t � � ; } �--� •/1 � t ___.� � 1.t r •, - t r. -•-- '-- t �'-� J��_.�. l �'i `' ,r" � � (✓ fJ a C !1 •'1{ l! ! �+•r r .. ti ,! i•,•3'. . - � -� ^T�...:.i'.:.yfi: •' J. t•t�•r�' _..�_:i.L�:..�..y-T �w' v 10 .. i J /'y��'�J // .. it ._ _.,.-_.•--+..«-.. �.- .. r .I v�./ ' l' —� !� I .rrn , I+.. p/ �' L ./ /_ GL l.' �C/• ... ..,t ,. �' .. C1 (f�l F, y .¢ j'�.• _ ,�__ ' L.% ---' '?..t •' .- _ I _ i G' ., f C .0� _ r,�" 0 ! �� � � �' G C> T-.� = -�_ '� I L.- + � 'T� .0 Ir11�11.� ' w +._r,a 1 MAW s G ' I 2 F1Z E=: �'{-I AN G ►� ', �„ !I+.J�hf Q GAT �y o ESCT '...� '•,•if-♦lr3l.__�`�"�'�7 ,'`..2��,�'�.+'lc..s'ti T� � O o � .�, i �,, to a ;� ,'s --•-� ` � ,,C •� �, . - -T" c_,�<_�: : M ; .° _ L � f♦ .__ 2-,w4 i _. , - - / � l_ •� ( ,r:r' - .�T!_1,i � �1— �. 1 1-1 A N ;.-:G:� x-= :•�--?� � �''�'�+2 _ :4►i- /,�'/ 2- ---------- ------------------- ------ ........ -------- ------------- ...... F" R " S' E F T UILW u 4Apw46' N 0 4 rl' 'o N ko� F b I )TABLE SANDY NECK BEACH BARNSTABLE , MAI SCHEDULE OF DRAWINGS ........... ............rrr� A� ,R 1.6 TI COVER PAGE :i0 M p MASTER PLAN 3 EXISTING BATHHOUSE SITE C-4 EXISTING GARAGE SITE C-7 PROPOSED BATHHOUSE SITE C PROPOSED GARAGE SITE C-11 HASTENATER PLAN AND DETAILS Sp I ARCHITECTURAL SITE PLAN @ BATHHOUSE A2.I BATHHOUSE BUILDING ELEVATIONS gq .......... A2.2 BATHHOUSE BUILDING ELEVATIONS W W RM A2.1 GARAGE BUILDING ELEVATIONS .. ..... ... ........ ... ........ .... ....... ... ........ ... ........ .......... MM ------------- tm ug 3 DRAWINGS ARE .......... �41 REPRESENTATIONAL ONLY DO NOT SCALE DmwNGS . ........... 1 MIR. rp 3 = a Its&& a ARCHITECTS ;n BROWN LIlm\j'DQUIST FENUCC0` & RABER ARCHITECTS., INC. FOR .1031TE " I Am' ' REVEW z 203 WILLOW STREET SUITE A YARMOUTHPORT, MA. 02675 TEL. (508) 362-8382 FAX. (508) 362-2828 5 , 20 , 10 Col"N'SULTING CIVIL ENGINEERS & ENVIRO-AMENTAL PERMITTING tn HORSLEY WITTEI`%\jl GROUP 90 ROUTE 6A, SANDWICH, MA. 02563 TEL. (508) 833-6600 FAX. (508) 833-3150 MECH. ELECT. PLUMB. & FIRE ENGINEERING BUILDING ENGINEERING RESOURCES, INC. 28 MAIN STREET, BUILDING 3A, NORTH EASTON, MA 02356 TEL. (508) 230-0260 FAX. (508) 230-0265 < 5,:c, 3r E IN IN No 0 B-A-T- IN IS V w EW Hl 10 % E Lco EC mBmff �AC " uk A1 \4 DY K E - --- _... -- - ------ - -- — — ------------- ------ ------- STAMP; / NEW GRO55WALK AND BOARDWALK / ACCESS TO BEACH FROM BATHHOUSE EXISTING HC BEACH ACCESS RAMP TO REMAIN EXISTING PARKING AREAS / TO REMAIN UNCHANGED te p te PATH SECTION TO THE NORTH OF THE ORV TRAIL TO BE SET 2' / OFF EDGE OF PAVEMENT AND b of � co N SEPARATED FROM ROAD BY d A 1 R w SPLIT RAIL FENCE `�� I I I I I N cv / (THIS SECTION ±500 LF) oz �1`1�11j1f � O L � / 0 I WETLAND AREAS -�' z / PROPOSED FUTURE C.I.C. BUILDING uu 9 LL / 50' WETLAND BUFFER . -�' • ..-- � PROPOSED NEW BATHHOUSE C> t LOCATION OF EXISTING BATHHOUSE z I --..,,,, UTILITY POLE TO BE REMOVED EXISTING WELL STRUCTURE TO BE REMOVED z 1004 \ / — • ` UTILITY POLE TO BE REMOVED UTILITY POLE / / \ ■ 5 TO REMAIN O Lu ADD NEW PAVEMENT AT ORV / \\`\'\`\\\\`\`\ • -� --� ACCESS TO REAR OF <1 m PUMPHOUSE - STRIPE CROSSWALK \ :� \ \ \ ` ` a, < U s� �Y /'iti ,vim ' \\�`\\\,\ \\\ \ \• I '. ' ` V 1�■//) Lu ti 001, // W w C-V C. Q \\\\\\\\ � O / I TITLE; PROPOSED MASTER PLAN RELOCATE �' > UTILITY— POLE / 4pi ROAD HUMP CROSS WALK �• ��, ' � \ DATE ISSUED; PROPOSED NEW GARAGE G I RE 1-13-10 1 ` VISIONS: EXISTING GRAVEL PARKING „p �---"'"° � - . ` I WALK CURRENTLY IN PATH ALTERED -17-10 ` PROP05ED S DE 3 �0. DEVELOPMENT FROM TOWN LINE TO i\ v SANDY NECK PROPERTY LINE � � �, ;� �„ ,/ / \ � • CONTINUOUS 0 WIDE GRADE LEVEL \ BITUI`+iNOUS PATH FROM PROPERTY LINE / TO BATHHOUSE - t2,000 L.F. / — EXISTING GATEHOUSE DRAWN BY; TRS it ^' PROJECT #, PROJECT NO. DRAWING NO.. o� SCALE: 1"=80' 0 a w PROPOSED NASTER PLAN o SCALE: I"=50' N m 0 401 80 1(001 2401 320 �x I . . � . __ ________.__.........------------------�-,.-----�----------------.�--.----------,--- -----------,.-.--�--,..-----��.--",-------,.�, .____.,___ ..------�--------"-.----.--".----�--�-"-.-.---------.-------- --.---.—�—"'',--�--.----.�--..--.-�-,-,�,.�', __ , ____ - _____ __,___________ _____________­-------I.-.---- ­ ­­­__­­.__­1-------_____._____._____­___­____---------------.---.____ __.________,______--------�--------------------_------�''.,�---.,.,--�-----.,-----.."--.-,...."-,--, .. ......_-------� ____. , 1.­1­ ­I_.__._____­_____ __�___......___,_..__.,___,__ _ ..__......____..____________.____ - -''.,-,---.�-��.----------.-�--�—,---------,�--.--.,�-.-,-,.-.--�.,�... -� � I I - _ _ - - � I . I � I I I I I _ _ — - __ - — . - - SOILS INFORMATION - DEPTH ELEV* - ELEV(HW)* TP#1 - TP#2 - 1 19 24 MED. SAND MED. SAND 2 18 23 MED. SAND MED. SAND . — 3 17 22 MED. SAND "M—ED. SAND I -,- 01 1 4 16 21 MED. ND INFED.—SAND I 5 15 20 MED. SA 19ED.—SAND A ___ J . __ - a 1 6 14 19 MED. SAN .MED. SAND ­ & 1 7 - 13 18 MED. SAND MED. SAND ___ , _.—__... . 1 8 12 17 MED. SAND MED. SAND V) 0 C _____ 1 9 1 1 16 MED. SAND MED. SAND 0 10 10 Is MED. SAND MED. SARDU - � I 0 C.B. .� M -RIM=24.60 I 1 9 14 MED. SAND MED. SAND -,..., > I'll ­ . - 0) I __ I �; 12 INV=22.4 12 8 13 MED. SAND MED. SA 1w �� I I <q < & 13 7 12 MED. SAND MED. SAND- _- CA D L-7 14 1 6 11 MED. SAND MED. SAND . .. i LIMITS OF TOWN OF -Z _r 15 - I 5 10 MED. SAND MED. 17x, . BARNSTABI F SURVEY a ",,,I 1, a 0 16 1 4 9 MED. SANDI WED.--�AND � log i 2 LEACHING C.B. RECIRCULAT`ION RATE ( __�l` 0 . , " � W .,I R11 COD V`11,; _ — = — ,d=24.90 GREATER THAN 2" PER MIN ���1. - --- - 12. INV IN COVERED .. U I _ _ _ _ _ _ 12 INV=21.9 (OUT) UNABLE TO SATURATE I - -1 I'll _____:_ — BA y TEST CONDUCTED BY FRANK LAMBERT(1 977) . I 1-11 ' 0 .. � - - _� NOTE: WATER TABLE BELOW c I >b : 1-11 - - ­1 I'll - - _13--_­`13-�_�0 13-0 I'll I'll 1,.....��,�... -......�.........''I'll'', � va () -Z / � f I,, *--, -,, -z_- - 16'NOT LOCATED %a � � - �� --,,-- — - — ---::. - ---,a... 1111111 //__ _____1 ft :4 9 w \ "I __��__ __ -20 ____ , - __ _____ BOARDWALK TO BEACH 0-13—a CL -6 -0 � I-- \1 -- , ,:�-�-,, , - 0 a WOODEN SNOW *NOTE: THERE IS A DIFFERENCE IN ELEVAMON OF 6 = (3 a %, .2o �_- "- ,�, ,-, __ _ %, , \ J - '�_ --- Z::� FENCE (7-yp) - __ __­_ -- - -- �, _ __ \ 'I-, "- - 1-1 _� - - --- - --, -,_�',,�,- - - - \ , " -�_ BETWEEN THE 1977 PLAN AND THE HW PLAN, ELEV(HW) 2 "I -_,- - __� _" ^�"'�,� --�\ ) -_ \ 11� � I "I - - -- - - - --, ,,,.'�, --��"I - - / I/" \ \ "I _/ __- - - - _j - - - - - _________La----,a HAS BEEN ADJUSTED 0 9 8k : � �, - - _:_ - -______ `�", �- __N / / \ IN,\ _�,." "" � C 'a ip 1-1 - ,�_ ___ _.- " (D 11� 1*11 -- -- -____1 1_� / / "I \ __ �, - - - -- a ELEV(HW)= ELEV+ 5' . a 0 to 0 C 2 � 1-� ­,>�� -,, N11 / I&$ V� 0 .0 '�, I-, \1 - - - - _11 � ) I - 1_\ To-- 1 -_ - - - - -- OBSERVATION DECK - ELEV.=26.11 _�_� 4" R 's x I < - _____ ", I- 1\ -_� IN, `1� �, _/ '__�- - -- C21 - - — -,�,, "I-,, '\, \ - \\ '�,1-11 / I // -" " 1\ "I � - a I -------_ .oft le- "I'_1 1_�*_1 - - - -­� \ 1\ , , ,,\ \ - ­1 Nl.� __ B.M. 1_1�- 11 — - : I ��a R: Iq 5. 4! C3 � 11� \ N I / ,,,, --, "I, _� TOP OF SPIK 11 ,-,: 1\ \ � � ------_,a a in - ,,, " � v ! 1-1 "I "I _­ ELEV.=25.63 �, ,�,,'l?: ,'!�,�, 1_� - , �- - --, -, '�Nl �, -_ 1. hi I�, zz�._ A qp .e 40 V. . ,,, -� 1�1 ,­,—" ­,,-, �--��\ I / I I __ - �:_ ,\ Z_Ilkt!",`,,,�,-',', ., ,,, I I I __ N%� 1-1 � \-, � - '�� _� I I Yi,-,-""�, ""-.',.�,-�-,�-,-':',-���`--,'�-,-,, -_ � �.l,�i,�,�%,�, - - -, " ! ! 1 " 8 \ --, 1_� 1-1 "', ,,,N ,/ / I I 1\ / � ____� E , I", , ��,I I -, , -,:;,,,,,�,,- , : N �� 11 " " ", , 1 -.51 C4 A - / --�, " ') "' , I ��,�Iu�1111_�_�� >_ � _� ,,,.,� ." 1\ \ \ 1-1 -"\ - x -, 1-1 1- 'N' I- - x - ,.�� 7" "","��,,�,�,�,�;,.,��,��,,��,�"I 111-11,�," - .Z - \ --. -\\ �,,J ,� I _,,�\\ �,"',�,`,.,�,,,�,-�,,�",��i 1. lk,�,­, ".;'', ""I",,�;�""I"�,,�-11,�',��,�""II ,,�',���,,,,',,,i, a---_________________C) 1 -912 .6 � \ I " 01111 ,�, -I- - - '4��,� _rJ w ( - `11<� _*1 11 1�11 � 1�1 _Z� / -1 - - .1-1 �,_, �1.1,1�'ll"�,�-"'�,5""�,,�,"��,,�"""��,,���,�,,�,�,��� "&­ , I !71�� � e 06 < I ­-'­;1­ , '___ , ,�,, , �, ., 0 , �,-_,�;;, '. --". 1 /1 " L ­,�� "', - , ­­ ��.,v� �1 l.� 11. , -, ---- - ", s�� I"�,I 11-1� N, N 1\ /- - \\ , I �,,,!�"', _­­* w_ �,,',,',;"_,, --`,"`�`�'��' _! 4 N, ,." �, ,i I ­,�-, ­_., ­0 - ,­­-,­­`-,-� --,,­��--,;,", --­ - �-, ,, " --.`;-� ;�!L� , � I I-, \ �\\N\ \ � � � � ,��;7"��.,,�',-,-,',,,,,,'�""",�,�.-�','-,.",,e�,�.,.',���",.,��",�-;�,""",,��,�,,,�, - , , - " - � ,�� , , , - ,­�:�- I .� ,�,, ��� l�� -1 *'- '�'� ,,"�,A�L"01'-� ­­�, I l, .11 - - - - - -�;.'z ,_ "���,,��-�,,,,,.-',e�-,-.'���:��,,��,�-_-, ,�f.��', 1 2 111,"1111 , -�`­` _S��?�',`�,'�','il_ I "_� .,�"" _�_�_ - " . � , R -, N,- I / / V � ` trLIr-- , - ­`11- -"ll�,,�,'!�,� ,'-, � �_�L"I­,, � _ ; ;��_ _____________ I to % 0 , I I W ) ) \\ \ z .I.- __ "I , , � ­' ,,,,,r�,,�",���-,,�:.".,�:,�,�,�,,����:�, ." , , . , , - 06 _ _,��,,l, I g w ru ,�." ", -, ,,,�,,�,�,,�:�l......� ,,,,,_�_ L)"""', --�--_ ,� "I � ��,�_�,�,�,., �"�� , i 1';�,-Ill", �111' , WOODIEN ,."' ' ,l __,". .1.� , -,\ -�, \ \ \-,\\� '-, \ - 11),�. , ", "", 1-1 11� , .� ,,,,,, ,1��', ,,, M - M � \ I I -,,J 'I I \ 11 -_ ......, l ji 1`1 I / ,�- __ I-," ���,�,,-�,,,�',�,'�,,��4"."""","�.,,�,',,�,,�,, // ,`11- - _!,,l� �"",,,��,�,� ", I 4;`1 L�-,',l'l'�, -47 1-1 - - - , � , _._ �;�`,�� '' I ---Cj - LL - N, 1-1 \ \ Nl�_ 'r- ,-- __==_� "I' .,,,--"L,,,,,,�,'�,,,,,,,,,,�"I",�,,���.3 .,,,��,,,,��,���;',,',',��""�,�,L�'," I -, 1111�1�,,��_'_� I �`.......1'��:�,',�����,`�`I;L� - - I I \ � \ \ /, ) '\ I ' l \ - � . - ­.." /­ 11 � � - I . I SNOW FENCE ----,13 - - — I'l-11,1­11 -1,­ ;�`,','� ,�v�;,­�, _� I . \ �,_,- , /f J .,� ­1 ,1 ,�,','�7_�I','�,'u, ��" ;,L','��'l�­,, ­.,."L,�-"�`�:�,­_,,,� "" ,�­,� ,� _-� --, 1\ I 1*_1 � , \ I'll - - , _.',,,"q,�'i_ , 11 .. ,-. , - - B.M. ,,,-" ., �_--,'- - , - _�, ," . 1,11'1�,I 11 ,, , --- I --"!,`- -��""j_ - - - ` ` L\ ,- -�N,-,� - . " _ _ ­` (Typ) 1�1 ,\ \ \ I I I 111//" ^-.�\\' \' \ / - - 15 � � - . "I - � , �_� ��,� , '_,-" �,� �", - TOP OF SPIKE � IN, ) ) \\\\,\\' ,.�-,,,��-,'�',',���,'�,�,�":�"",�'�.,�,--�?-��.��, ::l ��Jk�,��,',"L,-, "Cc> \ � T. ��",,,Q, �T,"",`��',�`za 1, .'i,10'1_t.' �1_11 1�1 \ i / -- -, -� ]// I ,-, \\ \ r ---,, - �i�1, I -,a _ ----- /� �, 11 e'1,1_111�11'1.�".,�......� � 1�m , , �l ""�:,'�,',��,,,�. ,i,.,,,,;,,,-�,�,,,, �,-"t""",��.""",�,�,-",\�",,,�",-""�,���,--"�-,,,.-,,,,.�'�",,,���j�,�,�-"""�'I",""�,�,�".,�",,,,,��,��,�,:;���,;;,"',';', 2-', � ELEV.=18.60 \1. - ; ,_� " ' '_1 --, \ I I -__ ) , fl I I I / // / ,.""�,,�,.,���"""�,,,,,,��,�,L""�"-"-",� ,�­,',.-�l�'.,`�(�;�'�`i "I"',v," "I" ,�"',�,,, \ I'll- � " - �­ �" ­,' ', '__�_ I -IN .1-1 -11 , ���,�,,,',,�,;'�,,�,�:,--�,.,,,�-.��,�-�,-,,,,�, "". ,", . - , -- -� ,� _1 ,,,'�,1. �; � ,- 1: , _,lN!>'__,z '­­-1­_,�-;"x,:, .111 .- III, -,, , ", . _�_ . ,.:l]9 -, ,�� , - -,"�""sg�� ,J,�, yJ -, ��,�, 11 I - ,",��,� �"-,;�:��,�:,-�,_,�:��,-t,.���`-��,- , _ , -,- , '�:::,]; -,�� ,.� . f f C*4 / / ( // - , __ �� - \ \ I I 0 1 ,�- - "I" . �'�:"A"'�",l'-'_,`��- " , all'.. 1 I -RAR�A N ', , ­;�,.,�,�`�,� , �11 , ","', ", "_� � ,��,Iv � I/ � �__,_._ I ,�'.,�,,/,�,I'i�"� �-"n�:�::`; �­�,- I - � , — -, � `- ` 1,.",-3,,`,�';�- I - �­7,1�";'­ ", ,-,�:�,,�','64 -,�1'1-1 - ,, �,,. ­� ���,ffi�qj__11­1;11 1-1 � , , �,��, , - "" � ,,,�� -, "? �'".,�,' ,,!, "� 11� �`:�,_�� , -�-,-�­�� ,:�_,�, . , \ '�' '1­111;1_1�111`�11�,�.� ;:�_:, ��'l�,41 - r4i �_`,j�","�,'."��"�"�,'�"'..,"",�,�ll",,L- � - .,� , \ " " , -!�,,,!�`,;,_ ,,,, �i`,"�.�:_,_,�,�. 'I l,,�:;,,",, �,�," , \ � I I I , I 1 I � I - �",�,�:"�,'."'���,��"�.,,',�",�",,,���.���?6,,,, // � ��)i L , � , \ \ __1 � � 0,�\\\�)I I '\ ,::� �\ ,�-q,, "--`` -���-�,� �, : �"l,, , -I- AOF - " , k I ,--�,�;�,,,,,�';',,�,,,�,��,�,,��',,,,�..,�"-.,.",�,--,,',,'.��""��,,'�,,",--'--"�,-,- ���;", �' \ I I .,.,,. I 11/ �,`.,�''� - I ,- -, \ , I "_ \\ N I I I I / \ "L,­;_�!","l-,"', _�';�"Z, T. 4 r , !', �, _;'.",_ �� , j, � /,""", ,� 11 �;�, , , � - -, 5f, ,,',`,,�-,�,,,,':�� -I � ""' , �'11�1'�`�"'�`11__� ����,�" , , !", ­��� �',, ;`-,',,Jl��,-�� "'�- �,,�,, 4 � �_1�,-_�-�,,��.-�,�,,��,�.�,',.,,.,,�,,,�,-��-� 11.111-11I.-"I 1­111 - \ \ \ \ \ \ N 1�1 w . , , ,, � I " I. " �', , ;:�', I 1'�'IINI,_, 11 -, X, ��%� ���1--�,�,,"�"�'�,,.-'�',�,,f,�,,'�-�,,,I�-,,�,17%,".. �, \ \ \ \ \ \ \ \ f- \ k ( \ 0 \ \ \ \ \1, I\11� I// / sa,vmx ) I I I I , I I �R��11 11.11 I 1.��lill 111,,�l:��"�_,,,,,_�T� ��`,�',�, ""'!`,,'�,,,��,,', ,�,��;,�,,�,',`�,� " ,,,,., 1, �.. ",,�,,,, 11 I ., ��',�,�,��",�"i�,,,,,,�,'--',,� \ \ / /7-' W_ llqqa(\\\��,� �I I 11 I / I � I I ) ) )/ , , . ."', , ��,R_ " "',!,��,,`��',,,',, 0 r.,.1 _�__", ;ell' ,�/:","",Y"!�� � , - , �7.'!��� 'U"", " , 4", 1 \ ,� ��:�"k.�,",",,,"���'��",�,:".,���,�\-'il���,�,�,-";,i�,,., - ­- ,. �. , tl�-�,, � �.�Irjj� ,,�-�' - * , - *"--",-,��i , ,_ .� �'­" . , ",­,­­. , , ",,­,""'i, ,, 1 I ;,,,,,-,,-- I ,� ,, �-"��_ �,ip,:,-, � , ";", ,�_ N.",- ; 'i "-,�, ,,,,,i�,,,,,�,'.',,',"""-""�,,��-,�,�,�,,i,,-.��"", �, �, ,.,'-�'ll,,� 7 11 jr .. Z �, ,� ",���,�" z � � ,, i, __ ",,, 1'�-�,�,_:.... .. , " ,_ !,,��,,,�,�, ,,'� �­ / ,77,, . �,,��,",�`�"'�,��,_-,,,',�""',-�..'�,"��,,,�',',`,`,".O.�..`...`,� �".��,"1�`�,`�11�`.,,�,,,����,�`,?,]��"'-"";!.,�`,,,",�, - , �� �� ,���"y,�, J-,,, ,,,�,.' �,,�,'�, � �,�_,, , ", ���I �I I I I I I , I �',�,,�`,`,,�� ­,`� 'E"��,�, , �,',-',,,��,,,,,,�*,5.,i,�, ,-"_, , .,-,"L'�,,�'!,� , f� I __- , � �,,.":� 11 � /�,��';,­ , 7 1 111,I"1,�,,�,­,",1�.1,I,[��,,,,,,�,,,�-,�.;-.�,,;�,,�".',�,,,�',,'�"'�,��,�',,�',,,',-�""",-,,"'�, , ,, � " 11 ,,,','�, � � , ' 11 , -,,'ll 'WN- ` ,,� -, - " -,' `� " 'I""',�'�`�1,`11X,111'1�1 I., �,,`,�:�;iq-�`."�,-,',�,�,� V-,`� �� \ \ — ,.- � ' " �:�",,��,',,"�,"',�;�),�l,,'�'��,��,,",,"", . � 'l,',;e�l 11�\""L�,��,�,�':.'��,;"""�"","',,","�,,',�! :�;��',��,�"L�',`,�,,,'��`,',�,,o,"�,�11'111'1��,_,� - ,'' �-�,� !� __ \ , - '­�, ,, "'' �- -,,"" -,, ,,, , �,--,,-` -, "I ,��_'�, " ,�,��'", L -� , , �,(��,���,,,,,,��',,,',,�""",.,-,\","",�",.,\,�""",.".����'��,�";,-��,�i��""","��,-,��,�"""���".,���,,�'!"����,�,,,�,-�,,�,',,',,,""',�'L.�,:� , �,�,'�!'�L��, 11:",­,A�t,%,�", �l'?� �,, 1, ' , "��,;',,',,,t],��`� ��,',`,�,;`;"' --k',""�';�",,"'� �,� '!� 111*1%­A - �,�', � - ,,, - , , , ,,,, \ - V, 7 , ,......�,;,_111�%'11_1�v,�, n.,,,,�,--7:-`,,�,"L",.`_,_,- " ". �_ ,.,,�, ��i� -, -,`,�,"",�, I � � \ �^ - /,/ / �J� \ �, � , �',;,_�__�, " 1 , ��i`�_ , - - _., , Ill,7-�, � , , ,,�,` � �;,���-;-t,0:�;'� ,,, � I t7��,, "I ,_ - `,�l,;` `�_ \ \ �',,�� 11�19, - � \ \\ \\ \ \ \ // / le 199$1, J// \ / I I I I I I ,1-.11 �,,��,111� ,� �,." � , , �', f /' ,",, , \ \ \\ \X\ \ \\ '\� --, I I I I I N �,l,l /!` _� I I I I ..11�.,. '.�,'-��,�','!'-',,,�,,,i',,,'�',�,'��,','�",I�-�-,�-,."-"L."� " .1. , - ,,,,,,�4"�,�.-,f,,�,��,,�,',�l,'�""-,-"', � , . , � " , , �,�---�',`i.��,,',��,`�,,,,' �,,,�:,`,',', _,,� , , , _,,�,:�!�'-,,, , , .,,,, I / // A go , /f/ I I / /) �""'LV� '�' ", , ,_.,,,, , , " ' ' ltlli`,� ��`/, .11/1-, t" ,�","11"'17 �, , I , , , , ,�c,, , , , , _, ",�', , �_F '�,,,,,�,,lwq 1�,,��,' �;­ r-,".- - \ \ -_ _ - _ I 1. . iz,-4, '.�?,� , � __ - , , �711 .1, , ",, li,�,� ".."n-," ____ ''", ` " , ­ - , - �", Ir.Z­Kii .,, -- _-, , .� ___ , ", , '10%4 \N "" ''�- �, ' � 'l,"'� - - ",.......w-'L.'",_ ` k- v--,g 'a `" "'`,,`�, , --,��i�',�.�,!,-,;",-,��,,,�,�����,��,:,���-',.-.,',��,,��,���,,,:��', .,�,,"lr�_'_,�., / - " ,-" "4--� ,, ,�.',�� --,ii�,�,�4i� , F , �' I_-,..- - �-� ., -, _:',�__-, " � ---,,-,::. .;�! 41,�"�' i -,�, - ,,, ", `- ""-"��,�--�,�,'�.,L"",.''-- - � --- � I _�6 �`- __ �� _ , , , �11 "'�,,�--,,��',,�,-��,,,,,�,-��,��,��-. � , \ I I i I ",,�,L�1111� I "': -�!�',"�,,�, ,,'_';,.��,.,:�",:�,-i�""",�'i'�­ -- ,, - "' I . I I ->5��-!�--,,,,'I- --, . . �_,­-V,11� ,- � � , �, , ": ___�?$s� ���2,,�,,_,�i,,�,,��­,'-`z�� , �,� .- �, ,­1`,_"_ _­',�­'­,��'­­, I ,'�.�,­;,-;�­ - , C-­ , .,:��, �-', ,�,,,� 1Z "I 11 \ ...�, - - "'O / z � � ,�', ,." - I_,_1 1, I_, 1,_ - - , ,?.� ", , , " " _. - -_--, 11 I I I I I I I I I ,,',�����"",:"!��,-�,,,,�".-�,�"",����,,,,��,,�',Z-��L�,,',,,'�,�.���,,,,,,,�,,,��',,�,,��,����,�"j�,�-LL,��,,,,,,,"-,,;,��,,�"�4",-,�--���,�--,.,; I I... ', ��'�'�"­,."L,, .- ,� ;,;Ii / / // //( / ,-, N \ \\�\\N \ , � hl ) ) Ill , 11 - , � � I '. , � - �,.,,; ��",��.��; I _11.11­1_1 ,,�. � , ,� . �Iv N..., -7-017 1_� ,1 ", - a ,_ , , ,,,,--,, _ '�I'll"', -"­­,��, . __ 1_1�1 _ , - - -,......,, ,� - - k \ \ / , - , � ,;:""f,�,�,�.�""""��,�.,',,,',�,,'�",.,f', .� ,,­,�'­' ,,�� - `­111.1� ,��,�.-""�,',���""":��-��""",,?��,,��',',,',"!��-,�,,,�,,�"".""�,�,,,� � � N N �_ �,�,,'i';,,', I'll , ,�', P,1­11.111�­11 ", � / \ \11 \� __ - lmlhlill / I ��""�,,��-1.�I'll",�""I'l,"�,�""I'�"I'li�",;".��z:,�,�,��",-,�,,,,,���,,"��-�� ,77,i 111`���A ��111­ ­- - __ " , 1 -1%4 ) I I ) / /// .� � , ./)I 111, mill / "I 11-1.1- ,,,,r- � I _1 I '�i�,, ,""., ;s ,�,___,, , _ -��,L""��,��,�,-,.',,����,'�,�: -4 1 �� �, ", �,� -� �­ ,-�,i�,:" ;:�4� L \ 11-0 ,� -, l i, _ , ,, , .,_ ". 1, " _ __ ,� �_J�."� ,� - I / f. MR I", IN"" '', \ ,�?`� �0* I �i ......,"-, I - , , , ", �'.,_ - , Nk / w ( I I \ \ \ 1_� .11, 11-1 "I / ---,// --,// I I t I I 1-0 I "I _. . 'XI -1 - -I'������,�.I.��ll,�--",-,-il!,��,�-.����""��-,�.�� I \ 7 __ / I I � , k X ,,, -',� �­',�,,,',,,� '�';, ltrb'­",,�� , " t� " �""," _� I __."�� , " - l�­ , -1, ,R:� P� , ­,,'­­­L,� ", _'____­­­1.1 - ". I I - "; �,,�-;�l:,�.,"��,,�4������s,��, ",.�� , N l,� � 4"""", , , \ __ --� ,,,, ,- ,- - _// I " - - -- � , ,,,�i _',_,A,,,,,�", �� , I , -"�",-, " N,��, I ""," - - ,-/ ���,,',­­ ;�� ��i����,,:�,��,,,,��,��.�,�,�,���,�':?,��,,�,,�"',,� , -, _�,� , '' " � ­���- ""�'. - ,� -", ',", 1,41 ; . Z) \ \\ \\ � I \ N N, \ ( - -,-�,- \ �\ \\,,--\N"","\, k ,"�'i"',"', ',A",",.t,��,',�i""\�,��,�,--��,��,�,�,�,,�,�,,'�����""",,��,�,,,',r'!,,,'��,,��""",��,�,�""","",;�,�,�,,,,,�, ,'A',�", LL, , � , a", ­­,­ �tU. 1i ;` , & __ ,"",,, ,.�',�'.�'�:�,?�,�'����,,,'-'-",,,',,-,", I 0, - - , I I I I;,,�I", , � V , \\\ \,\�\\\ -, // � ) I / I 11 I I I 1-1 /I 11�'.� ' ,�(­;"�'?­`�'T�'l I __�___ - - I-!,_�� ,, - I­' .; , ;111, / �n '., \\ , ---' -- _-,,,* , .-."/�// - - �L,"��,:,,;)���� , 4 ' - -N\\\ \ -\ I-- I- 11 .� ,,,, __ - � I ;�J`, "', __ -I , , I.-IL11R, , �:�--?.""-�',,2�_,��'��".,."�,�;�',,'-,,�,',,��I �,-�",,,,.�'�,-���,�-,:--,�4,,,,��,,,',.",� '�',,.",� , , :;,, ., ��,,�,, , �_'11 , ­_ -1z "" , L1,1�1_111PMI� ; ,L'�� �`­�.V,,��-�-� ,,�-I,"� tz" 0�-, -_ - , -, -- \ - , .', , ��� " ,, ­­ I_- L, - , , ,� -W,,.............*" f�0,�r'�,,�"."_,�"`,�.,� --e ",�_ � , -- - ' __� , i�, . , CN �_-, -, X\ \, \ , N \ \N I,- ( __ -, 5YI1/ii I I I // I \ �f I ;�,,:�"'­,-,�r, '�",,' " R """ � ,,,,�,_ - � ­ , ') " " -, " � -- -_- _- - '.1 \ ,,�7/,�:�`,,T,�',,',-`�."':��­,"""1-� I A T - - �!.,, - ".71 -, - `�`, " ., " " , `;�'I,-�-6,11,11�1 I 11 -, - \ \ .'�4's -��.,,',,'i,,.,���,,-,-�,,,�.-.,.-",i,��;i�,�-,,.,��',-."?-,.�,����� �',, .71 -­, - '' / ", , , , \ "�� "" \, -. r 1,'__,,�;,_��11,11,��,�A-,�� - --- -� ._ � " tx�­P��,N:��l N - \ \ \,q�� � - - / ,,��� \\ ", ­ _,I,t"11.1;1�;�_­ .71 - - ,.����v�;-,-,!"����,�,�l,,-,',', - %7 , I \ \ 0 e,'__,,� ""'., I 1.�.1,111- ,� , -,� ­1 7�'2L,1,I'll"," ,4��­,;I'­1�1 -4 L -\ - ,,, --,,,� - I- J I / I / jo��i�, ��­� I ,� !'', � , l, 'T , � 11 _- -, :�,�,�,-�,!,�,, -:� "' ' , ,,�,,,,,�'_ _ �,,�� '_ , ,'' ., _,, ,_ -Z -, �]""�,','��.',�­ �1"",:­�l� _,_,� :i,, �, ;,,,,�,,,,�,�, ... - ,�-�_ - I _ � ­ , ��"" 1�z � " , �_-,!� ';'­� �, �"1111'1�1 ,,,, ....,� I __ 1%.4 , � �- 1.ll,�N ,Z`�,�,-,�; 11 , _", ,,�/R,"",',l�i�, _�.�", �.",,,`,7 , '�' �", _� , --IT . - . . . -,- - N -- -__ _� __ .11 " ­ ­ ­� !",,',irj'!� �_11,11, PIN%4 "; `­<`­ �'�'��- ,"'Ll � ._1 I �, �'� � - ­ - - ; �`V - - - :,�� -, __ '� " ­ . -11v.1l,,;11 ­ , , '­­� .�, ---�� � ""'' �, - '�,., ,� - -- - , ,." �, , wl:� 144 ce " ,� - -,1, ...�, _� ;� ", - ��`;,�,,',,'�z`',� ,\ - - , -� �- - - ,- / '���', - ,,', _.4,� 11. I - ______�_ �v�".�,,� ,"��,�1111', 1, __1 ----- � --,i,,,­,``�'111'1111_,_"_1,1 �. , y , , '�, - - �, __ , I'D 11 .1"11 I- I I Ill ' , ,,,;,-�,���l";�-�f""";.',�.,--',��,��,,,,��.,'� "..",­,"', 1 S7 -N \ �, ,�,,�l�""".'�/�"L"�'-."","fl"'.,-,"�,���,�-1-1.1 � ,��S " � -,.,��,,�,,�',,,��,�,�,',,,�,,,,�,,',�,��i;""�,,�""",,�",L�',',,��,�,,,,,,,�",.,�,�,;", .,,,�-.�;",,,,'-,�,.�,�,�"-,e�,�,,,��"",�""L'�"",,�,��-,�,,,�,,,���,����',,�','� ­,..!!�� ., ,,, __ ...�, --z- ,�" . , - ,�-,;J,-i­�A 111.l, . " � � ,� " � ,�p� � , \ ,-- _-, ,,`,, l',�,` " "', � � '� ":� " — � - - , �,,`�" , '��"" ��z,,V!',,,�-"-",����,�,,���",'�i�",,,�,�, ." � . " --- ­­2'11;11;� Ulll�, ,�,��',"��7 _,". - ." -", , , - � ........I�"" , __ '.1111" .." " ,L�"'," ` ,,,-,�,,�,�,,,,,',!,",�"",�',,��,,�,(., ____ "'�'i' , `�-� ", 'I�T."""�l-"�"L'��""��,,�'�,', ." - - -�, - , , r -, " "', ,.,--,-�, ,, , - 1p Z_ , ­�' ,Z"�,," " , ,1'�'�!,,,�,.z �,-� -,�- � __ / . ......l,.", ,. -11�1�1'�11��11;il-"I'll- .I,�,_"��;;",_'.'111","`�'��,_,t " , . - " , - "\ \ , ',�" _'y - N __71�_IWN ""." ��"'��'�'-_',;����L"��",'.;�:�",��,��'.-�,�,)���,,�--�i�-'-,�'�_-�,,�ll,,���:�­� !" � �__ � - �- -- - - "Z'�".,-"".�I.",'�,�"I'�"."",�""���-�-�-.'.�'I'l�"I-"-.�-,- �`f-L"._-*', ""',- - `��'L'l�,',I- �__ , �-, - , ,�,_ ": , " ­�� ,,,',�,'�'�'�;:,,',',�,�L,,,� -,�,n '\ \'\ ,-,- - > - - - // / N\ I I I I I , -1,11",��"I--Iz�5�,��,����'l,',I ,� �',"',',,.--f.,`, ,",�,-"',,-� �-r�,_­,_,' I I.1 I'll.. __ ,;;�'��,�,.,� ,�,"11� �1111 �'11111�� �11' __ _� -_ - I, 'v- -, -, ", / / Q t (0 , , I � ��i'��','-,,��""lz!,',,J � '4A'11._,� - � :A - - I -r�,�,."""",;"";"�i"",�""",,�,�.,�'�,,�,1,,,,,���-',,�,,,�"Z'�,',""'..'-`,� - , 1\ \ ,��,,�"_�:­,,.,_% "', ,,, '�,:,.,-"""","",",�,,,���"-� -, � \ -\ -, -, va .",.1 pp - , ",'�L"",�",_., ,�,"��Ii ,,�,',,' �­ W ;�� - - _,, ��,_� . ,, � "I 1, v \ \ - ,,__7��:Oc� ...... I l,�";' - -.= __o� ': - -- -, , - , I , " ��1`111'1_"54�"i,io'.."I'l-5111 �;, I I , � , / / " � , N'�'"-\ -\\\',��,-�-, \ \ \- - - -- - �_ � - ��// / ,/ \ \v- \ i-,�A . - , - ,; "." I ,�,,���,, '-",,�, .5 - - , — -30-------_--- \ 1\ \ 1 4w­p if 9 "!',il�,,;,, �'.',�,�,,,,i ,','�� rrr --- 't 1&i��",��,�� ,��_ __1 I �__ __ __ " , , �, -ZZ-_:Z- % -1,,,1', - " ,. - . 400 \\\ : - � - :*-"l�""�, X�,_,',: -, -,, 4 - __ — '. _,���,,,,,,,L, 1, _81,1�,," i �, �� —— ___ — � — — � I " ., i"��,�,�,"`,i��i 1�1 / - -- -- \ - , �_ ,�';21'� '' -,, �� \ 1 94 , � �.11,1�1,-ig',,,�,",,, .� 7i 0 ", 11-1 - , ,<--,�- -,�'-_ , - - - - - - - - - -,- ) I ) � 1 ) \ \ ",'�,�,,�, \ ,--, " _��',,'��,� �,,�,lp,,,.,--.,,-,,��,�, !z*-4 , - - , , ,lt, ,� , , __". , I -,_ - ge -, 'N-- -,-�- ,-s - -,,"",r,,,,L,L�,,,.�,,,,,,,,,,-,,,,,,,,'.',',',,,,,""","",""--,,��"-,,,���t���,,"�,.',,?,.�,,,�"-,�,,�� :��"'�,';��,�� "I� ,"X�,',�,,,��-*.'��_,�, . 1-11 /; _N "Iii �, ;� . " � , — , ,, _,� ,"If"', 'f;i,1�4�11'11111�l .`�,'pj��, _- - -, ,`P�,,,�:! "' , --", L", ,--- ` � � , - ­-1-11 .�", ",­_211. ____ _- _� P _."',, ,,,, �_ , I'll " - -,,, _- _�- -.CO.7.5 \ \_// �i,.,�- �__,:,Ql ,:�:��� I . � __ 'P �,,"' , -�� -,!�Nvl _',�,_ _�, I ,�, ,"- "� -,, 100 ,�- \ � - - "",����1,1��'-�il"',,"�',��-�-',"�����,�-;,"�,��"""","-"-4,.�,,'�,�I'l.'�-,�i"""I.r""",:�-"-.",",�-�- .J, �,_,�, ����;,, , - __,:��,,��,":1, -_ - -- -- - - - __ __ _� .�,­�, 1-1 � , "",.�"..`,�."J , '' Y?�_, _- .��,���,��;�,��,�,�,��,�,�,,,:�'��,��,,,.�,L""-�-', 1�­, z �, - " , , , ,��,,,�, ;� __ ,�,,,E,,,��,`�,,�,,�f',�,'�`,,,,, , , ,, I --I / ­ "",Il,.��-!,�,'�:",�":��:��."�,,��,�""",,�,,�,��,��,��,,�,�,,�,��,,,,,',� ,:, �A ­����� ""', � - _ _ ,�`,�,� "Lls ,."):"�,,,,,�,,,,,,��,,,,,-,�,,, ,.���� � 11 I ) I / � , , �,��',�- - -� ,,_,�� - " , M . �, � - I , ,", _,11 ,I ,_��`,"�,,,�,,`,,',,-,"',,'-,-,, __ � ­­­­ 1.I- 1.1:71,1�z""""' � �'-',;,��"�'I'�r�;'...'��",""'.", . , , ", . ", � / / / I-, / l ,-. � , ,, "_�,,�,l , � ,� -,- . - , - - - - --- _� -1 � `�* " -�,�,,,"""""�,---,��""c"",�,,,,�",,/,,"��",�",�,,.,,�,:."''�,�,� �'­­­ -1 � / , �:,,ll,,,� ,,�, .- _,, , (ZI - __ N 11 - - - __ - _ _ _ �1_ / ____� �',',i,� ,",,� ,�,��,."",��,�,,��""",L",��, ��.-i,2,,,,,,':",j � , I i I W; �� � �'1111'1__,`,,�,5�� ��,�.1111;-�,__ � !y5DAr6v \ � , - -, '­ ///,/ I � __ , , - , " ­ .,,;�,�,, �:� �, :, � , 'I'll' , i __ x \ \ \ � ,-�n,,�,­� .�'"." ,,��. I � __ ) / e­ , , 1 2 __� � 7-,--��-,,�,,,�,---,Y,�-"-,.,�',�"L"��:�'�,-��,.�"",-".�,.-,,,,��:".,�-,��.�:,,.-.��,,,�-�,"�'.."�, N 7:_� _7 ,�__ ,�',,".', n_ ", � - � , " � , -11 �_ ,Z' , �� �`,"LL�'�-,��`, , I 7 � .�, � x " �- ,,,� -,-- --,—— __ — — — — ,-_—-� _� I/ I/ '.- ,, ,���;........... ,, �.; 114 -­ �, ____ ." , I ___�: \ ,� ,��`-.-, -, , ,- — , I- , ,. "� - � , �_ , ,,,�"".,� 1.i I I�.�,,� " i " , " - \ �, ,�,,", - , � __ , ) U) "'.,,,.�',-- - — ) / — —— ___ -- ,,�,�-�`-,`,,,,-,��I- - / / .,�, �,-"A -,,", — — —— / , � ( 11� ,.,�-��l,' 0) —— __ � _!: �n - � - -­"�,�,�, % . � -,� _�,, ,,,, "'.."; -� ;:� , ,�`� 1�1 "I ii�_"',�,�­� - -1i, I � I- J �,E��, %,� �, P - � ­­ l,41� , , N ,, __ � —— -,�, --- ______ -.1 �___ . .,'.,,;'-".,"��,;",��,��"F,-�r�-,,�,,,,�-,-.,,,�,--,�,,--, ,,.-,.",��',,',,,�- __ \, _� / I/ \ x ,�� _- __ — __ Z///' , -,, ,�,�.,,'--—, __ , -- _— — ---,.,-,-�� , _'. — � "', "'Z?'�,- -,.'Z�_t-,�;lp,,�'�._�',_�, - �_­ / 1-1 � - '_ � __ I ': ,Z 1-1 �, -,, '-, �,�.I'�,�;,���,�,,',,'��"','�",",������--, - I � 1_� \ __� - � � - I , - , . �,�', IN1111 " z Z I - - '*,� 11-1 /"*' / \ \ \ 1 ''. , " _,.�_�,,,��,,,,� N_,`o', PA C. `-, — ,- A , � / — . / \ \\ ,\\ ,\ \� \�eA \ I I , _ 6,_ I I __ ,Ir)� 1-1 __ __� \ � // I `� \\ ( (I \ , ,�� , , ------.,- "I 'I-, ��i,�,��,�""!,��,',-�""",,��,�,,.',,���,,�,'�,�,,,,,,�,",,�",�,,�.�,,,�� ,,,,,� �1�� ,,­1M., ,1 , \ / 1_1'11"�`i, 1, "\ ,\_ �_ ____ 11 \ V \IX\\ I �\\ ��`,"­7" $ 0, - - - - ___1 1. I "I _� _� "I ____ __�_ I- I I ,."t�,����,�-,'-�,,',,',,r""', " � N, -- __ __ -,20 1-1 / /-,\\ , ­,!�­��"",:", '- " � ,-, , ",-,'_�75� ��� --./ � \ . I ,- �Ix Z/ 11 - - ", / �/) ) / / ,�.� - I �-- -�� 'T"� p t o ... 1-1 - , / / / - �, �- - -.:z ­_---- -, � - - -�. 1, / -- ___ C -, --N ��z / / , �: - --, '\ - 1-1 -�, '-, __ �_ / I - \\\ 11 �Q,-�"�,�,,�,,,,�,'��',�,���,"�'���",,",�,�.,,?,.,�,,.,,,��,', - \ " �,,,,,,�� __0 " , , , �,�, __ \ , \ ,�, ,," ,, ",� 11­ ­ �_ 11 z ,/ - z - Q __ . I's IC&i__ -_ --, -_ ,40__ _-, __ � -__'_Z� - -I_ / \ � ",;�N­,,� ,,. , ­ ­ - �221���'� ,,� ­� ,, " dV - "',_�- nz �!�,� , 11 OZ - . // , ­� , , , �`;;��.,'�.,.,�`,, "!,-, , - __ / ,,��, ,�,,`-!�� U ­.��'. .�,-,,,��I-,,,- I / �e , ,, --,, � 1�1 03 ___ . -, _� / \\ ' ..�;_�:J","�.,'�,�' .. - - , �­ ­­ ...... .::�, , ) .. .. .. .. ..; _,� ­', -� ..; .1 �,'�,:24� __ __ ­p 'ze�,.��,`., _­_ �- - - I _*_1 1-1 _� - __ __ 1-11 - .�__ - - -, -� - -,;�`�,`,,- - . I/"/Z X/ // - - , - - r _-// / _Q - __ -� -.:�. 111,;­R_I 51- ."Z __ _/ % 4-t \ 1-1 --, ,-, �- - - -__ _� __ � Z__ -I- __� -I- -- - - � I .r _"�"',"_"",� ,-,-,,�r-�-""��L��""",�'�"""�',,'�,-�,,�,,�,��,'�,�,,,,,�""-"%""".,-�"""�,',-,,',-,t"-��,,�� l i�11111'1:., 1,;­­.i V / -\ " I N, �. I � __ - � --, \\ r I- - - - - // \ 1-1 �, ., __ ,�,- _� - - 0 , M\ � ,�,�,�,�.,,�,,�,�,,,,,�".";""�;, "",.",�,.",�""�,,�t.,�-�,,,--,-- -� ...... � - , " - ,,, �V,101�11�1l, `�� ,- I "I x ,/ ./ / , / ,/r - -_ - ;:�_I \ L, r \ \ 11 1-1 � __ I- - - -_ __ - -� - / "- /- \\ , I � - ,"',-" 3�'��'."�",` `"",n, , , - - - - � �,_,�'j'�!�'�",�� . " - - � - --, '_1� � , __ __ - - ­_ / / \ ,� , i;��,�,�,V,1�,� - " ",S",r�;���,""�,*"",r,,,,�,�',,Iz,,,��,"",,,,l""�";,",��,�,.��',,.,�.,,�i -���-- ,���' - - � \ \ - - ./ / , _*_ 11 __ - - - � __ I- - __ - 1�1 / \ \�I \\\\ ,r �, ,, INV!-"I li'111--l' ,�111 , ��,'r ':,',r�,'�`,`,�, - - / - - - - f ��_q 4� Ib- 11-1 - - __� �_"'."_����1�`�"'�,?L,,",,'�-11�',�,'��11""1'1�11�"y� ,��",�, ,\\ �, - - "I __ Nr_`� - (/' / "" \ "I,�_ � 10 __,�_ __ __ / /--\ \\\\ I �� \ � �'­. .­­� 1;�­., - .";"I,,�,`:�s�',��;',"R",-'�i`�.,,�-..�".'-.,':-';�1,11,,�,,�: L,�'.y;�,��= 'S - - - ___1 "I __ __ - � _-\ �_ -,, - --_ -_�­��---," --,,,- x x //,_ - -- - - - - \ � I f 17, 1 \ r / 11. -�", ,�;,�­�,-1-11 I 11 ,, 1�1 �, , -, ���""",,�'.�,'-�,"�-,,',,,',,",,,,'��:,."�,t,��, - Q 11 �,;,�, ,. -� - - -,_� n - - �*,,,, , - , a .1-1 z� \ 0) '�, __ __ � - -, ......� �%,� K.�l`��:"�,��P,� � , , � �, . _/Z �'ll�i."i�"-"�.�,��,,',',,,�,,,t.",� I/ I - ,, ��,',����',--,,,'�,,,,���',�,',;�7�:",."".��,."'���",i"� / "-,:-_-:::- -.::--- - --, ,- X,/ �-" ) / I � z,,- ,,,,- a __ __ ,;�,�,, �"I-,I."�11_� ,�.:-,,�,�,,��-";"�:,�,,'.',��,.�,�,���,,�",-"--,�""-",-,-�-` _'�11 - - - - - - z /I .�_ -11, -- - - _ � I \_, ,- ) ) _�4 ;;� 1�1 __ _____ - -- - __ __ h ��,',',�"i;,�",r�,'i',�,"�t,��" _�,',,�,��:�" i �6�;`� ',,�,'l� ", ,��f,-, ` �;;;..w __� _J __ `:_ _:�-_.:_� I I \ / z� , k' "��,:"L�,�-�,�,'%��"",�',',���""", / / ",,,,, ,-, - & __I �, �,,, " , __ -;;�� �_-- , \ I � ) . I " / I I I r_� ,_.14'1-'11'­�:. ��!:, , _7 L i - N I- -__ , -15- -Z::�- - __ -,,� - / \\ 0 \ �M - ,�,� 4�,�,��,,�,-�,�-,�",-��-,��,',,'.-,�,.,f."."-."""�,'�-,��,',,��",,�,-,�",."-"4"�-,�,���,,,,r7f",�',-"-r,�,,�,;��,,,;�",��"",-�"",��--�,i,,,��,5L""��,,�,;,-,,,..�-,i,�,,�,,, -- - - ow �7-� - I -_ \,> ,,- -�:::----::-,:----,-�, ---- -,,,,- / " -_ -_ - -- - - -- - -, � \ � / N a __ -_ _____ , ---�, -_�, -_ -_ --- / / I/ v \ \ \ - .,, ,-_,­1,,,, ,/"/// - �� ,mq- �b � 'IN -1 / '\ \\ \ \ \\\\\ J ) � - -_- :__: _: - - IN, \_ -, — — — � __ - - - -- --- `-�, �___ / / / / \ , ", ";� / /, ..-' - � :�7_ - _�- ��,,, - - - - - - -- ­1 I& I I . , I'll . .�'ii L ,�­ ­ -, "".� - - - - _1\- - - I J ,"',`� !! 1� " - � �* �� . I I �11 ,_ V��: ",�-�_- - 1`1 , ----,/ - ,,�,.�,`�Fr'lr'lel, " '�_1,11'1,�.�`""'� , - _­1 � , - . 1-1 - , __ ,�,%�,:,-�i�........ -::-- - - /7- - - -,,, �__ _.- X/ I/� z / ,"" 1,-, �,-��,'��ll,f., .",......�����,�""I�,�1,1�'ll�1,1�'111-1,13L"��'� , \�, 4 � �_ __ __ �,,�, . �­,:,.".�`,,.,"'__ 0 -1 ___ _., ,��', -�,,.,,�,���,�-""",",F,�-�"",�",:"r,-,�".",�,,-.��-s'���,,,,,�,'..-,,.,'��t"',� � I rp ,/ ,/ / ,�',111­1­�,�­. .11 , __ / / / / , " ,,,,�,Il" ,,��;�.���'­,`",., _- _- - - - - -- z / //- - -4 E-4 __ "I __ \,-/ � \, - - 6 � k%- ___ __ __ �/ I- "I-,�­-, �- -, �, t ) \, \\ * \ � I - I ,,, ,--'-= - - v 1-- __ __ --.:: - - -::- "I 1 �4 11�4 __1 - -,, I- � "I / ......;���l�F��,'�'.�Z,'i�;, - :: -.:- -- -,,, I 1-1 I / / / / 0 * -11 _v__ - __ - - - / ---- -_ ( / " \ v \. \\\ - , , / I'll-, - ***� L_ -,115 � - - - 5�,, .2o I "I 1\ '�, I I � 1.0 �,�',�,­ �,,,�,,,,,,,,��.,�,'�'.�""- 11 - - - �', / , - - , 'N \ \ .,',",",�,��,�,���,,��.",�.,�,,�z�','.,,��'�,�,,;� , i'�,f:_1.1 - __ __ � �- __� C I- � \ - '�, __ -1 � - , ,;_ I/ __ _� -1 , " , , I .,_�,,�, -:-:-- __�- - /-- -_ _� ,� --"::-- -,::---- ­� -.--.- /,/ X / z / -1-1 N11 1-1 1_� __1 __1 I / � --- -_ --, -� ,, ,l,,,� I,vi,,,�,��,�,�.�'.,��.'k'�,�­: 7!n� / ,,,,,-_,e00�-,­,--- -_ - -Z:-_,��_ 1" - -- ��_ --- - - ,,, Z ,/ / / �_ � , ,�_,_1�- �_ -,p ", --, � .1e,,- / 1-1 \\ \ C.B. % ,,',.,,i��L".,.",",.,,",-%,Z,r"* "', " .11�� -,,,,- --, --:::-::-- -- ,- ____� , "I / / / / ,�� � 6 - -6 -11, 1�1 / / _\ �,/ / � I ) \ \\ , ������,�,�',.,,�,�,-,,,,-,,.�-",:,4�',-�-�,,� �,!'-.,,'�,', , - - / / I 1 �\ \ \ x I i / / / / / ,� 4� ,� co� �,,, %'-, ,�,�w ,_�, -11 / \\\ , / __ 1�� / L_ 0) �1_1 N / \ ,, " � .�� - - I I I I I I / / / / �� ,%, � C F �, ", \ 1�1 / / /- / / "I -\ � � \ / "o INV=1 9.60 ",",'�',_"�,��,,',."-..'�I��' ,.'1�1,111,1,1� �� , 20--,:�z, -- __ - - � -_- — ,,-, _.- ,--, 'I-, t \ I -I - 'I- - \ � \ \\\\ RIM=23.70 ��"'\",�,, �" , , - - -- -/ -_ -- - -,- ,-, - -, -:::7 �, -_ -- 1�' - X -, / / 1_� I I �_ / / / - I., --, -,, '.--.L '.."';,,�;" 11 "-��,- ,,-,,,, � -- _= �___ .= - � ,,- .., / / , " .11 ;; _�,,,�,>�_= " ,/ N,� _& ,-, �, 'IN '' __,� " ��',�, \ � I I'll 17�_ � . '_1 11�,,, ,,,$ - / / \ � / / __" �,�4 _� / �, § __ 1-1,,,) ,�, __ / / \ ) 1\ \ \ \ \ \ / ,/ ,- � / I _/ ,,,.,',,, ;�,�,,, ;­� - - "I / / // ,�, I 1-N / _� _*1 ,\\\ \­ � ., � 7 .",� - � - _wz Z�__<_� — - - 1-1 .�,, .,- "I-"- �- - --- ,,,- " / '�, \A0 \ � %*-I / ;14 t-�,_,�Y, I - VLF-- -_--, --_-� - - - - - - __ ., "e , ,,, '_1 / / /,r \ ,_ _� C 8 9-M - __ I / / / / Cd r44 � T 1-1 %�, / / / / // V 11 I \ \ \ �- "", _- D.M.H. ,--' � I A KI i�_: ="­�-�Z�_--_:�z I'll -, '-­15--- / / / "I \\ \\ \\ _____ _� _- __ __ --� A �G__�:�_��_:-0. - - - - Z ,�-,,,� ,,- �, '\ \ I/ \ 0 11-1 / / / ___� _- __ NIVM=23.06- I-- l,� i� 1 IF tW% SfT9.7 - ,of , ;,-�-_:�_ - -- =__ - - - z 11 //// / __ __ ----1\ \ ,IR �� zg;�- ,Z- -1� - -- ,- - \ - "�'..."�, I '__1 �_ __ ,".. ,� // ,e�-, - ,-_:_ -::I- - -\ -,\01":, -- - - -,, \ ,� o \ --,,, &Z, \ _�, � 1 392 RM / -, � _­_ / �_ 'T \\ '. / `11 \ I ,�. , ,,� '11� \ 1-1 "I % 1-11 1-1 /////\ ) 1 )/ I \ \ \ -_ \ S=20 m -'. X - - - -X ", ." _- ,\\\ )1� / // ,�/ '.14 I \ 'I-, \ "%%%�� / / / , ) // \ \ __ __ - � ',­'1l'\ ' ' / , ,,��'.,',.,' - - --�_ I f/ / ////z � ", \ I _'. 1.� ��/ , - - __ \ �/ "I"W7, _'� I -- H I --, \ ,- ,,- � \ .. _� __ , - ___� 0) -� _­� ,��,,',,,,',�"",���;,,��','_,_-").� I -11 //- -/ - \ 1,/ ,_ __ .._,� \\\\ K4; - -? — ,7,e ,�, - - - Z ,,, I / � '1� '1� \ \ / 6 \ / \1 �, X� / Q� CO) \ \ IN, - .�_, I / / I [(/I / � \ 1-1 \\\� \\ \ \ I I f , I / / \ \ .. = -_ - __ /0 IN, __� � 1\ \\\\ \ , �, , / / T / f f,/,,/ � -11-, `-, \ \ A"\\_ - - or- __ ,-x ,-.�,---N\ \ ( I / / ,- - - - - - -___ * \ -1 \ \ 4&..> 10 I / - - _�_ 0---- _�-\ , ,` I /) T --A � 1-1 1_� ,,­ "\\\ \ \ \ 1___1 \\\�,I N,,,,�I / A a ,,, . __ 7-- �­­ // /// I I / --, -, \ \ \ 4 - - o I I /// C C - , I'��,�,�'��,'�,,�z,��",."�4,�--,,�, I I/ I /11 " "�,/ \ / I I / " /I .r- 0 �����1'11"�,,I / -, 1_� to w � 0 __ \ I/// // / 1, �\,--, � A \ W \\ D:M.H. ,- ! // I "I . - - , . -"� "' I I ( Z,��,,, -z", \ \ - I-, - __1 / Z_L & — 4'r-11 ,� ,,- ,,,.-' ,-1 -a �," \ \ --,..� i�_/ / / / / / n�\\�\ ,, --� \, 1_*� \ \ A\\ RVI ,%?`!�"­�11. / / / // //// '_1 N \ -.1 I'll ,� \ I \ \ \ \ \\ a / - ) I \ \ �, ,-, \ 1\ 11, I I ,� " \ __, ) // 1111 // I _�_ , ,,,,X I I I 11 / /' --,, � \ IN V10Z61 I I 1 4!p �,, --, \ \ \ ( I I I 1,//�,/ I/ LIMITS OF TOWN OF \ `i`,,,,`-�_��`_' ,�A� � ..,��- x, Z//// I N, "I" 1-1 /11 \ __ X .. ___�,�, . " li \ *'� "I, \ az - , � 1 � \ \, X\ \ ,\ � - - \\ �,�­­,I'L"a., ";,;" // - - -% - \ � \ \ \ \ I'll \ - ., \ k , I I i ����',,,�";�,�',,.-,,"-"�l�,'�L�'. I I "..-I \ \ \ - - - / \ \ \ I / I I _1/ BARNSTABLE SURVEY � -_-----*No 0�, ) "I ,,,,,��,,,��,,,,�� 'N -" "" �1� I \ _.:;� /'�,�, -,.,- ,,- "I / /" 4p -, _�- IQ I I ( / /� \ - \ N\ :�;;-,,-,,�- -- ,/// /// r - 58N \ __ ( // ,-) k \ \ \ \ \ \ __1 co e __ \ \ --\ \ \ \ \ � 'r -,- -, � ,�� ��,--:,- I-��,- " / ) �_ __ \ / \ \ \\ \ / \ \ "I 11� I I C.) \ -_- IN \ � __ I--- I I I I I I t ( \ � � I \ % \W 11 Ill �� ,,, -,, - 'Z ---/� /// /-( ,--( )1>5",4 \ ,_ __ _\ / \ I I // /// /� ,,�,, v / .r- _&Z ,,, _- _�_�- __ 1-1 I I I I I I I J�( - \ \ I I I �� �":,',�,,� -�, - ) z 'I- / � � \ \ \ \ "I __J X,// �t \ - 46 f D.M.H. . � � \ \ /I I I I ,,- .- 9-14 ". __ I =1 8.63 f/ / ,:t __ ( \ \ \ � I \ N \ \ �_ X,/- ,,�. �, r r ,, -- - 1 \0 I \w. I I 0 t4 �R \ - s \ � I \ RIM ��,I'l"_�."I�" / I I I I I �- a , cc \ " _:�--,:::-,:�, -_� ,, - ( / � I � _�_ � / INV=15.6 �_, ---��,- \ .., Q �, __-�,­, . , �) I -�, -'*, _� /,4.__.ft",. N4 , - __ - - -,':�, / �, I I \ I ) I , I - / \"... ." -,, '-, N A* Z\ \\ \ \ \, "-_- __<� , �_ U 57" k I � ) \ \ 1-1 `-,"j - - - -- __,�, -.,,�,,�,I ( I / / / I I I I)m \ \I I� I I � I r- ///Y//,-,/ / ii�o,",­, \ , ,- __1- - '-,, --, \ 'M. I � � � � ) / \ \ I I I I I \,-, -/0 z WF \_ � "'�� - I IN" 11 / / I I I I � � f ,�, \ \ (1) < _�, )// 4 . I / � I/ / I I I ( �> , I/ M ",����,, 1:1 _-,,-, I __- I -/ 19 � ��, , ,�C.""I"-, , -, ___ ,. � I /// 11 '1�1 � - \ - - __ .�., - ia�___� , -,,-,, --,7"�\ / 1 / ?00 I I \ / // C* �'_'_",, / I I ( * 1 \ ;��/ ,# \ ) � -------— � - - ,,- ,--,�- - - - 1�1,�,,,�,N N 1 / I / / / ) U_ __- __ - _- 1� / / \ ,�bq \ --- w - ',", ", , ,-,,�,N.\\4 I .1 `,� -7..� I-, ,�,?, __ "I '\\"",�1­1 N " � - - -- , / - -_- o, QO I __ __ ,,,, '.1 11 v �.,--,'��,� , I I -__ __ __- �-"N \ � �, � �I �, __ / / / 1, , M 4 0 /I , "" ***11.� &,,,,-,- ,--",\\\ I ��)\\,) / / / I I I I/ ////// ;"';�',4,i�,,,` `�_- I a ; e- // / / - ,/w -� / \\ _�d �� Jli ' ,///// / / / / // / / ,/ / \ I � \ I'll�1, z 14/ ,�, - �_ - - I/ /1.1�' N,,N�,, , I , ,\ / / /// / / / 1/// / / ,9 I � I I I I I \ //// /\�/ / / J / 1 / I I\ -, !"\,/ t I 0 // // ) L _ \ \ �� F __ Z., �_ � __� , I �, — � �� M "I . / .- � �_ k- -_ - -�-,�� t / �'i,�,4"",�,'�� I _____� - �_O__!�� ,//I / / / / \ \ \ \ \ I 1111x / / ___J N� ,\ \ �, _6�p e �. --_ lavc� 1 ))) I I i -- ,-,Oy -5- -- / / 1.7 z ell N�,�, A N! )�/\/ "// / ,,, ,�� - C 19 \ \, -NE - -�::- �_ C� �-AT ,\\\ ) / I / 53 \ \ 1� ,,,�t _.- \_1 ,�__ — -�) - eq -,�e '� >% \ .N / / J I I / / I //////// / F',�,'-,, � �,A / / ." � __ - - 1+ W4 �E ,z �� a . I>WF 11� r�,.> ,�--r __ � - -_:�-,,--, ,- I /tk / / �//�/ I-, -- _!� L__4 -,- -,- - -- ___� / /// / \ \,- \ \ '\ \ ,NO,,,, ,- // � - -- - _Aw,--, \ / �a - ,:: �Jt,- ) / / / I ( �", ,-� _- / \1� \ 1_� "I, / -,- - - ` -_ - �,Ia,', ,- ,,, I __ ,-// /fit( 1, " ,ow . __ __ -- - � ,,, / . - - - - A '_1":7---, \___ ____ ,2 -a 22 �� � �:�, �1 C: ."" __ I �10:-�,�'-'­'-�-�,,� 1�� �-_ � !i�, I- - / \ \ \ - ­� ,,- / / �,__ -, -_,-�,�, �e, -1 \ ""�F 'z1 V�, / / I / I ,'"',- I / 1_.I-- *I-jj�F �� .- -,���_, ___ I / r-\\ I I / ,� / 1-11/ i / / ", i: , ,- / ., / ,� ,)".�,� - _� - \ & n- � '_1 "" 1 , !`.�'_,,'- - . \ - - 6 '0 ,, __ __ - / Ir \� J `�',"N'N 1� ,_ -- - - - , / / " / 1� -1 , , i/7,s%_<;� A / / __­, / / / ) 111 ;­�,'�1�1 "'' — ___�Zl \ ,,-—/-, la \ \ \ -,,� 1-1 I � I .. I ­_ ­'­ , ,� ,��,�_� __��,,­�,� ,,_""�',;,.� "I __ ——— \ I'D In- ,�,,�, . ";,�,,,,g�q,,,�,, I — --, - *1 , , -11 �� I -1 "I \ \ ,� � \ Q,-, — - � , - — _, §,�' ._, 3 "�_ , . , ,- __­_ I , .; CF- _/ / / / 0 - ,_� � ,�� , �, _­_, - cc - __ �,� - - --, I \.- , I / 1-11 / / \ \ '\ --, ---Z , - _� , -, �, / / "L.,li.f_ "';'I' I _- _-- - - - -- . ,4,, w � , w:��­,,,�,1�0 11 -1 NO / / \ d: � - -, \�_ ��V,11�/, // )/ \'\'\\\, / / / / / - / ) I ,��'.11'.11"L'�,,�ll.�'�,-"�"-�', ,,, �_ -1 - . �,--, 4 -. I ::z I/ --9�,17D,��--�,<.-�-,�'- / ,-" �,-051� / �_.1� I/ � ,_ ,-� ,-- ,,�- -_ __ �- Z / ,CA 'I- 1-1 ��_ __ \ \ - _'�� __--- A,O , "-11, y / 'N \,\\\ / / '// / /p ) I ,'_�'C,2_1�1_.�'�,.'��."����::�i.,"",;����'.� "? __ / / I/ 0, \ \ �, ,,,11 ,­ ,- -- - - - - -IN "__ - CL 00 -" ", _� ,_ ,-, __ ' "I � - 4� -- _� __ � ,:;,,:�'� ---�- - -�� �,,,�­: � :�,, , __ .� , � '�11 - ,-e 1-11 -, ", �_11,'�`Z'�1'11;1,1 �_l ?� a :�-A t1g. ,_� . ,-�_ , I-- ,-1 _- .- Z ,x " Z - ---- �N, ,I' � 11�� \ \I -1 /'IV / �c,,�,,��,,,,� -.P,.�,� _", -, ,-,,,,, _- --- - -- - -- Z \ %,.� \ \ ,,, ,e ,- " ,,, Z ( '(' q\ I / -- / �% ,,,,", a � \ \ - , , .1 -, I --,,��_ I- / ',\-.,,,'i'��, , - .2 -� --�-,�_--:�,��\ \ \ '!� I ___�,"I -,"I ",I -1?�w - __ '1�1 \ - " ;y- "___� ­'� '1<1\\ �\\\ \\ __� � ., x ,� , , " J52 \ _,_�49-_ - ,z ,,,- , - - -.�, -_-- - - cc , __�� 1*0\4; . F _ \ \ \ , \ U ill .11, �,/ / / /#,// /,��11..,....LLLLL,) __1 / \ - 9 _�_� , \\ \ \ \_ ez ft i"I', LL'-'I'� ,'�� 1�1-1 - � � � , -- - - :3 0�"� P-W* \[/ -*,--,'�,-Z�-\\\\,\ ��;; I Jlr ,,, e- ,_/ / 0, /// ",."� ��'.. I I�, 11-1 I'll 1-1 * INV/ ,,i/ .,,/ 84* ___ _1 ­1 \ / I � 4 b4., ,,,, __1 ,_ I. I 11 11-1 -� I \ \ -- //)ill r,- .,- .,- I il��:'�'��11'-- I-, .11, 100e \ \ 40 \ �, -.*I-- - 2 0 --, 69 '\ \\\\ , ,/// _ _ __ _ 1.11 V1.1 1-1 ,1,� ',��,, // / / "z " z �X� . \ \ \�1��_� - __,\,o x ."',- - ___ __ - - / -- -4***�01 1:;."��/, l000, _ _ 00 -I -6 Q.-...- % . \\ \ \ -///, ­_ %*,..,. ­1 -_ - - __ 1�1 \ __ \_ \\\\,\\\\ -- -.,-"/ /,/) 0- / /I r /._,-_1.1"11 I / / 11 __ __ \ \ `-, - _�,- ,/ X ,-, N \ �_4 / �,�24 0 \1/ \1/ \\ \,\\\\ --- / 'I�L:" �i" \1,( ��v %A/ , 46 ,,4 ld� / 4rill I 1, "," 1 /4p / / . ,--%.,, \ Z I/ ", `-, \ "--- .. -- ,_ I'll,��'��4 01 a I -1 � -.-- . . '_1 - - � ff — — � ... . \ '11� , CD 10, tt \\\ :��f/ /// ,� / I/ z __ *P�b�I , \ I A-, I--, (1) OP . / " / ,\ . \\ \\\" ...... / _=_ __� / - L- ,'-M"," ,. ap/ / 11-11 1-1 __ ', I-, ,/ do � �_� . Q�L4 �e,6�8 \\ _=�,� ,,,\j �,-3,11 Is�',_�,'1%i� / / / i . \ -� ,-- - // 1>1� \ .1� I � / I """�,��,�'�,��,,',�;,',�,,'�,�,�"",-..."�, - %, I / ___ I "V I _�,-,,,-,�-,-�`,'� / \\__�' ,,, , / / / I _�,Z,,1�-,_'�,,�'.,,' 1p / / / Z�1� d" - '___11 ,�;�,,�."",.�,,��,,,,�,��,�,,-,,',,�;,',�-,,-,,,,"', 1>12 "I., * * - I/ (L 4 -,\'-, \\, -"� / 1�1 . & t). . 71 ":,* / / - I 11....1. I // / / �K_!' .� ___1 - ) 4-a N7 \41A 1�k I I .1. � //// 114/ "I �- -1� \4/ 1 --- - \ w . "�`., :i,'�'�I';� I__ \ \� ,V!, LL - / / / . / _*_�"I'I-, __ __ \ \ // \\ / , 1�\ a 73 \ a""�\ I .z. I / _�, \ \\\\ ��. ,�, / 0.9 "'1_400 4!k> / I _�,�'L,�-,P,,'�� - / . >5 nl� "'�-6, - __ .. - / / '26��\ - ). 1�1 �__ ? I .�, / / .� -. pli f �_ 2? , I 1�")` t \ I I ��, ze � ('_)X, ----- - -- \ \ \ __ / ) $br / \ �"11�,'.111�,"I / / / . / . I I \ \\ M . \ :3 _k ,". \ \ �' , 9 "I, ,_ / f I ,."",�,,'�',�,���f,,��,,��,,�� I.., / \ \1/ \4/1 i I /I // 0 _,_� \ \ ____ \ \ \\,'_1 J /- ,.- - - - i / ,illl ", �K:' � / 7 / � 14 1 : , I � I-, \ - - - - \ \ ,�, _� � S;�,, / ,2 / // // \ / .1� / a (�! ___ \ I- 1-1 \ / \ ) 1-1 "I r.", i J \�21 1 , . 11111­_�­ r \ / . - 004, __ 1-1 \ '-- _J / I 1_� .....��I­_ / / / 0 / , ` 4.) 1. - :i� _� \ \ �. / / / 11 6 \4/ ' %>A * ( __ __ - "I \ \ / / I �,,Y�� 11 ­ / ( / .J V . , . 1 / Z i __ \ \ .1 .:,­_­N�� ` __ _-_1 f . ­� � _� \ I-�111 . 11 . I / / M '*_� I \ \ -,,/- " / . . - _____`� %*%",� \ .1'.. 1>26 . ­ : � �- �: ;­ _­­� �� . - 14 \ ft \ \ \ IN // / / �," :111, (_I/ //// // t . . tg_ . . / / / - !� & �_ I yz ,4 t- - �, , ——— IT "�`,'l�,��,, r'-` 7a y"_�I" , / -A \ Z� 'I-, \ / / / ...�: __ I I e-,�, #�----_.;�— -es - .11, ,___ q7— - J�7/____"� -8 go t �g \0 00 \ \ ,_ �_, I-- / ,",...�',����7_-"'," \1/ \]/ \]/ -7, >% -�, _� _7,__,_'1,' ;111 / NOTES: M '__ �_ --� \ p ' / / ,�:; / Z// / 1_� __ 00 �� __ __ 1.5,� ­� _� :2 ."­���`::�.," - \ \ \r- - - - - \,\ \1 __ , Y, , / �.J / / A 1-1 8 '8 a ____ 11""I �,�`,�,�,�,,� / �_ �z �� , \ \ !�� , / __1 1. T_ �\ ) __ - __ 1-1 / I 111��` , , / ( >-40"-, ,�38 I _ _ , . .� f �, U .. �� -` '�­�'-, --"- 1114r I., �>,l � A '-,r 1� 9 %*`*� —, --_ _ __ fJ / ."""�4,IN -j:�_�� \ , , ,'' 0 I�Z�,Xl`,, " , \ \ _� ,�L,��l "" 1 27 , I-- Xz 15/ _:�, ��Ii7IL, 1. THE EXISTING TOPOGRAPHY AND LOCATION SURVEY DATA AS SHOWN ON THIS ,,,, / ( 1'1�,z_�, ��,,� ,' &-P:- 41 0 1 �— ---_ __� , �� ,�,.,- r XI/ ,.,�r , 'AD, \4/ \I/ 14/ 1�/ / / _____ '\ I I�111 lb.,;,C_11111�, \ . = .. ,8 _ \ �, . � . 11.1 [" , I 411 1.0 N I \�,\ --�, \_/ ----a-L 50 - / I �-,,,��,�,",�,�,�"",�,,-,,�,�lz,,I ,� \\ \\ \ 1>47 1-1 "-,Z tz"', __1�, / / OF BARNSTABLE AND TAKEN FROM THE PLAN ENTITLED "TOPOGRAPHIC PLAN :3 F2 :1-k utl. A " 0 — 1z _/ \, �1.-� ",;-,, �,,I. I � . I-le 1-1 . . / / / (0 M \ -,, -,�\ __ i A- \ ) ? . , "o, -1,, , 1. \ �4 4 i , ... " - ,, , , " OF LAND IN BARNSTABLE (W.BARNSTABLE) MA FOR THE TOWN OF `\ , - " �40 - �_ ,I-P ,;�'��":, (\ / , i I ll�,,,, -\� 1-1 .11, 0 1 \ 1-1 /00* , __ _j r --, \ . I " 1­J .// / / / \1/ . "I . \4/ /.�, �,+.;�bl .-, '_1'_1 \1/ N4/ 14/ / / BARNSTABLE D.P.W - SURVEY SECTION" REVISED JANUARY 5, 201 0. Registration: ­ " / * �, / k....� 1_0 � ��,- / I-, .1� , \ --, -"- \ I 11,14._�,��,.��` / / 402 �, ­i­ , _,�F",�,7,��,, '_� 2. THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY SANDY NECK I ���v.",� �....� -, t , ,,., -6 ." 40 , — — -----, 11,_.-, �j , / / / ,-1-1 . / "�sv-11-1 / / 2 01 , — —--,� \ '��l��,,­',�l ��-,� / __1 — "I \ / � / ___�_� .1 � ,l��1,1. / / .__1 __ - 1>19 PARK IN JUNE 2007. a *..� � 7 ," 'f,'? / __ __ (?)�_i--, 1-1 / 'WAI C"', I-, .r ',,..." - 1� , , * :9 16 / , - � , . . 14/ '�\, 1� _;,,�_ ,�', ; / / \4/ / __ __ __ _�� 1-1 \1/ \4/ I,- / 3. CONTOURS AND WETLANDS BOUNDARIES BEYOND THE SURVEY LIMITS AS � ��­ . , I !1�1 " / I-- , -1 . ,5, , I CL 11�1 - / 11 / 10 , \1/ I 1_1__ _- - - - _ _ _ _� / I 1;"`,`�` -I f / 1­1,__', ­_____ \IV 1_�`_� 3 \* 1�1 . __- / / V4 1 E BEEN TAKEN FROM GIS DATA PROVIDED BY THE -...... / / 1_� _ _� '�, '�, 7 1-1 I/ ,,���..� 111- 1 3 / k 1',;-��­, 4�,'­,,-,r�',z . . 1_� 1-1 __ __� 64"I / ( 1�4,��5 ." / / 1-11 I-- 1-1 '_1 I- ", '11-`__�, ___� 1-1 CD \\.., *%. / / \_*11� �---' 1-1 I 11�1 1-1 �, '4/ -, 0 .. I _: _- a _- L' ,�� - - 1­1 � . _ 'v � / 1.1'� �,� / / / \1/ ,_� 1�/ �, - __ __� 4. ON JUNE 29, 2006 THROUGH AN ADMINISTRATIVE CONSENT ORDER WITH DEP, T_ _-_�� \ -7 ) 0 ". -1>29 �, _�, �_\_,�aa_— 11 _� � 60 � / / I-, 1-1 ,/\ '\ 1-1 ._��__ --__ . 0) \ �47 / / �, ,�,, / \ 1-1 __ s __ THE EXISTING WELL SERVICING THE SITE WAS MADE A PUBLIC WATER SUPPLY W, . ,��,.l, ��,,,- / \ * '�-, __ 4 , " ­;,��, .1 -1 I V_ ?,i , , __ a `�,`,��'i�,, / I \ �, (PWS) WITH PWS ID#4020023. _� \ I I / '111A / :;�, IR / \ 11� ,,,�,�, \J/ I/ 1\ ___ __ ­_ 10 , " ,,4 1 I "",��,`�i,�`,`�,,, � 1-1 I / ,,,,,,,,,, p, - I - (a - �111 "I -1-1 --c - - I'll Project Number Sheet: ' / ,��­,�,,,­',wji;�," - / , ", LO / ��....��,�,� , -Z, tv \ _� \ / , /46 * "I 0 >-a/ :: � 0 '0 4i _� \ 1>31 "/ \1 \* *� Ily - - \* / ���� i'�­ K -1 [>-z . - 1-1 1-1 " """., �� ...�� \P*59 1 1�68// 11.�:, \ . __ 2 x \ �, .11 / - W, �1;", -6 )k'b - � ',��'-�,;; _� �T36 . GRAPHIC SCALE 4) I ,_- / ��� ­� // \ -_ -_ *�41 "I �, A voll 6129 3 of 14 A00 — ez 100 \ "I �, , \ * \ ——— \1/ __ �, `� .... ...... , - . ,,,�"', ,r.,;��:", l, ,�"', nl,,_ -, �wfll`._, 4__, _` -�`%,-- � , ��, _�,�­ - -A/ I �. -,_.��,�,,, " — , = 6 / / ,,,�,�......- - \1/ � \4/ 1 --R- - - __ I \/ 40 0 20 40 80 160 1. �:'.,�,�;�-_��` . , :5 / ��,,71l­ ...:,,�,�,�',,��`_ / I-, \N�,_ I i i i I I ,��,�,��"`�'�,�,`l��,,,�,� 1>33,- 0 r .""",�,',,,�,�,,�"�����"",:�,,",,��"-'��,���� " I ,, �, ,_ . BER: 3 10 .l­­1___�,Ll"X­.,, ()S Z8 # w w I M Dravving Number "---- - E �� �� �� ��_', �I,,II =A ""X'_ Q� asaiiiii- -1��, miiiiiiiiiiiiiiiiii / �iiiii vp�_��iiiii- ��.",, . �11111 �111 = I = = iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI I -w - I., l". �, __ _ __ � �-"' - �,,3,�,�,�-O�,,',�,,',.,,,���,,�,�'�,�.',,�',',,,,,,�,"""�,,,-,',.1, 11 , � �,_ _&E-1 ",�����,�-,,��,,�,'.��',',�""","-,:�� __ 35 0 \=---, `­' ,,��',,",'. �, ;� BER: 4 - —I , ,11 ,,, ��',,�'.��,',��',� , - �_____1 -__z - .71 1.�­� I'll, , . ( I IN = 40 FEET ) I- 1:414 - / ... a I BE I ___��� I I v " II I Y' ___� I I , RTP_t,2�, -, ,Y;� - v - ;/� )I/P�� \ k- / I I , :::::D C'/ I f; \_ _ 1�\ : , I � _ 1�,;�_,� .1'.1., I_�� � ____\ I -*,\\ *-111-1 I �' ./O I r.- I -d!!k /11/� I -_ .0 .11� WS, ' .L. coy / k - C-3 - 0 1 � �� I I - � I � � � � . I I - ` ' � .� � .� ^� 100 49 00, MATCH LINE - SHEET NUMBER: 3 10 r MATCH LINE - SHEET NUMBER: 4 GUARDHO EXISTING us ACCESS ca 00 TO WN OF BARNSTABLE (CON) \4/ ASSESSORS MAP.- 263 PARCEL: 001 425 SANDY NECK RD. LOT AREA 1188.31 AC CIO mi L/ 79 N:D 97. so Ole 09 ib 10 144 ao Ile v CIO -C 77��- 1-0. iL Ott 50 09 io YO cc ion zil 00 00 HEAVY TIMBER C M. 0. 100 RDRAI 00 20 AD so GATEHOUSE Project Number Sheet: SO . . GRAPHIC SCALE 46 - cc � . ` Ca NEW 6' WIDE BOARDWALK ® ~`""�►--__a � o EXISTING PAVEMENT EDGE — CONNECTS TO PROPOSED � o---_.___� EXISTING OBSERVATION DECK AND CONT. DOWN TO BEACH (STEPS) BOARDWALK o� a 0 EXISTING OBSERVATION L ACHFIELDS PROPOSED o DECK TO REMAIN & COCo Co L SEPTIC TANKSMATCH TO EXISTING PARKING �1STl EXISTING PAVEMENT EXISTING EDGE OF TO REMAIN NG E�GF OF p,4 ""a .:� q m o FENCE TO ° �MFNT d w i v >- BE REMOVED i 1-1 ,� O �--' PROPOSED BIKE RACKS is PROPOSED B ARDWAL,K / PROPOSED COVERED SERVICE �J L _ I CONCESSION COUNTER AREA PROPOSEI ® UTDOORD 1 SHOWERS EXISTING STAIRS TO BE Q O REMOVED U) EXISTING LEACHFIELD N TO BE ABANDONED ® PROPOSED CID EXISTING PARKING TO REMAIN ROOF OVERHANG " N r \y 4' w r O � 1 � `' �,. a- 44 °`----�--.... exlsriruG eDG '`'"�w1+ rrr . E OF 2 PROPOSED pAVENT "`;y �'i BITUMINOUS s/ 11 PROPOSED i` t� PAVEMENT PARKING ,: EXISTING SEPTIC TO �` <��; CONCRETE C 4 SPACES BE REMOVED 1�r, WALKWAY W 0 / AREA-2,737 SF _ N �^• x ; a rr PROPOSED DECK AND RAMP �y 3 / R4' U <"a �r�"v"t a�' f � a + i n. P x. '" r +•x Ir l `1 FUTURE COASTAL INTERPRETIVE CENTER / EXISTING DRIVEWAY +, (C.LC.) BUILDING t900 SF. TO BE ai TO BE REMOVED r ` 12 % /'/�j CONSTRUCTED AT A LATER DATE EXISTING WATERcc LINE TO REMAIN EXISTING CONCRETE PAD TO BE REMOVED 944 m PROPOSED PARKING BUMPERS ` / /X Z 20 F3Z 100 OPOSED BITUMINOUS jQQ EXISTING BATHHOUSE TO BE o / PAVEMENT O� / RECONSTRUCTED c AREA=1,609 SF O v o C o0 / 10 BITUMINOU B � CONCEPTUAL 6' WIDE BITUMINOUS PATH (t2,000 VO D / BERM 0 a H a w cc PATH WILL MATCH EXISTING TOPOGRAPHY AND CL DENSELY VEGETATED AREAS TO MINIMIZE SITE U DISTURBANCE. FINAL PATH LOCATION WOULD BE PROPOSED INFILTRATION .r— STAKED OUT DURING SITE VISIT CONSULTATIONS WITH / „\O� OHS BASIN BOTH NHESP AND THE CONSERVATION COMMISSION. ,� PRDOEPOSED 6' PROPREA OSED BIORETENTION 0 BITUMINOUS PROPOSED DUMPSTER WITH ENCLOSURE SIDEWALK BZ 50 op OIL o LL �oc4v o Oldx F3ti 50 61>6 I i O I4AF U' Aft V � Q� EXISTING WELL N ' BUILDING m ++ -12 P>55 a. 7r O N 100 m �5`t'' Mx�Pw4 O ` Registration: D x LO O. 0� / O / jQQ �O 5Q) 53 N Project Number. Sheet zi 'oQ o GRAPHIC SCALE 6129 7 of 14 O� 20 0 10 20 40 80 0 ` �O CTI Drawing Number 4-0 g'� o (I IN = 20 FEET) C—-fir —-------------- ---------- ------------------------------------------ ............... 00, RAISED CROSS WALK ti 0( C) z 0q ze 09 0 za a Q9 0 CON !9 �. ts QS11 010 06 06 dc> 0 0 C) > CONCEPTUAL 6 WIDE BITUMINOUS PATH (±2,000 L.F.). / ' . BZ PATH WILL MATCH EXISTING TOPOGRAPHY AND AVOID 50 DENSELY VEGETATED AREAS TO MINIMIZE SITE DISTURBANCE. oe vo FINAL PATH LOCATION WOULD BE STAKED OUT DURING SITE VISIT CONSULTATIONS WITH BOTH NHESP AND THE BZ CONSERVATION COMMISSION. SO &"> < SO 0 B Z 50 40 1z, C &<> C4 150 700 &Z & o a Z 50 %4) 70 C?0 0 40 S 4n Cq N4 CON OR'l "ft co cc CON 2 0 ao C6 700 3: Qz 700 BZ 100 CIO SO &Z 5() EXISTING UTIU1Y POLE &? TO BE RELOCATED 100 50 6z 50 6Z 50 0 -z A0 EXISTING EDGE OF GRAVEL &Z 700 5 CV100 PARKING AREA 6Z EXISTING OBSERVATION PLATFORM TO BE REMOVED CONNECT TO PROPOSED SIDEWALK CURRENTLY IN AREA=350 SF 0 ___J DEVELOPMENT FROM TOWN LINE TO SANDY NECK PROPERTY LINE PROPOSED GARAGE gZ AREA=886 SF 1 z 100 EXISTING TIMBER FENCE TO REMAIN 00 B O"W z 100 100 OVA* Coll EXISTING GRAVEL OVAW PARKING AREA (11 SPACES) 0 700 TO BE RESTORED ov4)N VAW q �•� \14 LIMIT OF WORK 1:3 0 BZ 00 8Z m 100100700 (D PROPOSED BITUMINOUS PAVEMENT APRON AT GARAGE 0 col 0 0 ,0 cc NEATLY Cur AND MATCH 8Z 00 00 EXISTING MENT 0 cc gZ 10 E)o BZ 50 E3Z 50 BZ nv 00 B-L 50 0 8z 100 50 EZ so —cr- 8Z 0BZ PROPOSED TIGHT 0 ts TANK FOR GARAGE 2- •0 cff 00111 150 FLOOR DRAINS 00 (L 50 50 Bz 70,0 0 50 50 O\*N 8z 50 .700 —7 50 OkA\,N 0 F -F5v EXISTING GATEHOUSE AREA=642 SF 21 rT. 0 SO Registration: 60 CL GRAPHIC SCALE 2 0 0 10 2 0 4 0 8 0 Project Number. Sheet- N 4) 6129 8 of -14 (I IN = 20 FEET) Drawing Number. 0 C-8 CONNECT TO EXISTING 6" SCH. 40 PVC FROM BUILDING SERVICE 7,000 GAL. SEPTIC TANK FLEXIBLE COUPLING (TYP.) FLEXIBLE COUPLING (TYP.) ROVIDE WATER TIGHT PAVED AREA LANDSCAPED AREA RISER, FRAME AND COVER PROVIDE 24" DIA. WATER 6" SCH 40 PVC TO 3,50 PROVIDE 24" DIA. WATER 6" SCH 40 PVC T TO GRADE TIGHT FRAME AND COVER TO GAL. SEPTIC TANK TIGHT FRAME AND COVER TO PUMP CHAMBER EL. 25.3 COMMON FILL/ ORDINARY BORROW GRADE (TYP.) EL. 25.3 GRADE (TYP.) EL. 25.5 PAVED PARKING _ COMPACTED GRANULAR FILL 11=1 I E 23 DEPTH AND SURFACE FL_is �- �- �- •_ '. I' 23-4 _ _ TREATMENT VARIES ,.; •. III '11-I1 : . :. . ...-> ,. :; FLOW =) I f- FLOW ' =1 11=1 I; ' 0 i i I-I 11= r- !II: r 111;:+ : : •; 4" SCH� 40 PVC TO VARIES //\/\\%/\\%/\\%\ . . ° /\\\\\\/\\\/�� c 4 SCH 40 PVC , �'S PRESBY LEACHING FIELD ' // // // ///'/// / VARIES O A10012X28VC EFFLUENT-"" FFLUENT FROM 3,500 GAL �; \,\\ \\\\\\.; ° ;, SEPTIC TANK=1 I I- I = I- I I-III-) i I-I I I-'I I- 18 I -III=I�► Ill-I�1-iji-Il1,;,111= .,\\\\\\� ° 200% OF DESIGN FLOW-6,600 GAL. FILTER (ZABEL OR -' \ \ \/�/ 7,000 GAL. PROVIDED APPROVED EQUAL) ,\//\//\. ° //\//\\jam .34" MIN. :.29" MIN. 6" OF 3/4" �.\/\\/ a ° °..; % w 100% OF DESIGN FLOW-MIN. 3,300 GAL COMPACTED CRUSHED UNDISTURBED \\ \\ \ \\ a 3" MIN. 3" MIN. 3,500 GAL. PROVIDED .-4 EARTH STONE BASE /j//j ° GREEN METALLIC / 6 4 . . - .a .•r �•. •, <• .:• r, .< ..�• ... -,•�.•, .,•-- : : F, .. /\/ ° ... VARIES .mc •• EL. 15.1 a.• ,,...� .,..,.. :EL. 15.7 \\ \ :°. \ •.. .. - -• :;. . :. NOTES: TRACER TAPE ,// // F 9" CRUSHED STONE BASE 9" CRUSHED STONE BASE PROVIDE 11 OUTLET DISTRIBUTION BOX INSTALLED ON LEVEL STABLE BASE. j ` - j\\/ INSTALL FIRST 2 FEET OF OUTLET PIPES LEVEL. EIGHT OUTLETS USED, 3 \// OUTLETS CAPPED VARIES /% : ' 4. : /��� °w PROPOSED 7,000 GALLON SEPTIC TANK (H2O) PROPOSED 3. �„�500 GALLON SEPTIC TANK (H20) PROPOSED 11 OUTLET DISTRIBUTION BOX DETAIL CH2O1 ° y o NOT TO SCALE NOT TO SCALE NOT TO ,S 6 MIN \\\\\ \ \\\\ INSTALL NON-WOVEN o 0 ROTONDO PRECAST OR APPROVED EQUAL ROTONDO PRECAST OR APPROVED EQUAL " (MIN.) %//�// FILTER FABRIC IF /xll GROUNDWATER IS O ,� PE PRESBY ENVIRONMENTAL, INC. PIE '�\///\//\ \\j/\\j PRESENT 1 2 0 0 W I ►NNOVATIVESEP77CTECHNOLOGIES DIAM ER \\/\\ \\/\\�� COMPACTED PEA "`° Route 117 • PO Box617 • Sugar Hill,NH 03585 / / GRAVEL (SEE NOTES) W Q O o Tei: 1 804 473 5298 • Fax: (603)823 8114 » \//\// �//�//� >% �p ' ip e. N „ www.PresbvenAronmental.com • info@Presbyeco.com / 2 THICK POLYURETHANE O ,. q "9" MIN PROVIDE NEW WATER 4 0 PERFORATED INSPECTION PORT TO BOTTOM OF " 6 MIN. �j/\\//\ \� » y A SYSTEM SAND AND THREADED CAP WITH CURB BOX 2 MIN OVER i/ /\ \/ /\/ \/ / /\/\/\/\ INSULATION WITH PVC ,� ).g c� a 3' MAX TIGHT RISER, FRAME AND / / / / / O H Cz oo a� Ix TO GRADE. WRAP PIPE WITH PERMEABLE GEOTEXTILE \/ /\/\/\/ /\/\/\/\/\/\/\i JACKET PLACED AROUND C, o m y COVER TO GRADE (TYP.) FABRIC TO ELIMINATE SAND INFILTRATION. SEE SITE \�/j \\//\\//\\// /\\//\\r/\\r/\\//\\//\\//\\/%PIPE WHERE REQUIRED 3aUJ 1 I I _ -LOAM AND SEED - = PLAN FOR LOCATION \ \ \ \ \ \ \ •,,. ) ENVIRO-SEPTIC \�//�\///\//\ \\/�` • _�___ ____ - = PAVED PARKING = BACKFILL _ ____ ==CORE NEW HOLE PIPE 12 (MIN.) AND PROVIDE - i NOTES: COMPACTED SUBGRADE C7 ----NEW SCH 40 CLEAN BA CKFILL 2f , .,,. 1. GRAVITY SEWER AND FORCE MAIN SHALL BE INSULATED WHEN VERTICAL OR HORIZONTAL -... ff f, ••. - �� g" - - - - - PVC OUTLET PIPE MIN o SOIL COVER IS LESS THAN 4 FEET AND WHERE SHOWN ON PLANS. p EXISTING '•�� __ _ _-__-=_ -� �OpE ;, ;,,,, 2. BACKFILL PLACED IN UTILITY TRENCHES INCLUDING DISTURBED AREAS SURROUNDING 1 ?.±�I I I I (- - 4 - MID DEPTH - - -- ' ' .. - UTILITY TRENCHES SHALL BE PLACED AND COMPACTED IN 12" (MAX.) VERTICAL LIFTS. w �+ KITCHEN - - - i "' .,:.�• .:.�.. SERVICE ,a _ OF TANK -_- -I I _ �OpE = '' �: :�► 3. TRACER TAPE FOR NON-FERROUS PIPE SHALL BE CONSTRUCTED OF A METALLIC CORE ` PROVIDE NEW SCH 6" , ' SYSTEM SAND BONDED TO PLASTIC LAYERS. THE METALLIC TRACER TAPE SHALL BE A MINIMUM 5mm -_ _ l PLACE WASHED THICK AND MUST BE LOCATABLE AT A DEPTH OF 18 INCHES WITH ORDINARY PIPE +...- - 4 40 PVC INLET AND =III=11 Imo) I I=) I STONE AROUND ENVIRO-SEPTIC LOCATORS. - :....:1,<' " __=OUTLET TEES WITH �_{ {- { { l I ( {- P _ = 12 ___SUPPORTS AS -� I I-� I I ELBOW PIE 4. PEA GRAVEL SHALL CONSIST OF CLEAN, HARD, ROUND PARTICLES OF GRAVEL MEETING 'j I I I III - -NECESSARY NATURALLY OCCURRING PERVIOUS THE FOLLOWING: q MATERIAL OR TITLE 5 SAND FILLSIEVE SIZE PERCENT PASSING )) EXISTING B dF[E - I - III_ DRILL SEVERAL 1/4-0 HOLES AT LOW POINT OF 3/8" 85-95 WALL (TO BE I UNDISTURBED EARTH 'I I I ' 1 I I- ELBOW TO DRAIN CONDENSATION. LOW POINT MUST N0. 4 5-15 CONFIRMED DURING BE ABOVE SEASONAL HIGH WATER TABLE. to CONSTRUCTION) NOTE: THE CONTRACTOR IS RESPONSIBLE 5. CONTRACTOR SHALL ACHIEVE 95% COMPACTION FOR THE BEDDING. TRENCH BACKFI ' FOR PUMPING THE EXISTING GREASE TRAP LL PRIOR TO CONSTRUCTION UNDER ROADWAYS SHALL BE COMPACTED TO 95%. o ENVIRO-SEPTIC EFFLUENT DISPOSAL AREA OBSERVATION PORT ENVIRO-SEPTIC LOW VENT cy, EXISTING 1_,500 GALLON GREASE TRAP DETAIL NOT SCALE NOT SCALE SEWER TRENCH DETAIL NOT TO SCALE NOT TO SCE WASTEW�►TER NOTES 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH � �1 0 / ------- THE THE STATE ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH (BOH). U ..- LOW VENT � ---�_o. VARIANCES � (TYP. 2 6,�s - OBSERVATION - / �_ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE LOCAL BOARD OF HEALTH (BOH) ( � ) PORT (TYP. 2) - TOWN OF BOH LOCAL CODE WAIVERS 13- MIN. 1 4.0 MIN. 1 STAFF. Cam` _ EXISTING CATCHBASIN (TYP) � � I r 3. FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANKS AND GREASE TRAP OR CHANGES TO EFFLUENT FLOW, T / -•�..y \ �°% / REGULATION REQUIRED PROPOSED PAVED PARKING GRADING, OR LANDSCAPING, EITHER ON-SITE OR ADJACENT TO THE SITE, MAY RESULT IN IMPROPER FUNCTIONING OF 1 \ / NONE THE SEPTIC AND LEACHING SYSTEM. % 1"1 11-OUTLET DISTRIBUTION BOX - SYSTEM SAND 4. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE GRINDER. 0 5.5 1 / / LOCAL UPGRADE PROVISIONS N 5. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 YEARS. o 7• LONG RARIUS � SWEEPING ELBOW REGULATION REQUIRED PROPOSED 6' 1 :1'' 2 12 ENVIRO-SEPTIC PIPE 6. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY °' a NONE cc m f - - - - - CONCRETE STRUCTURES. j 1 I 6" SCH 40 PVC TITLE 5 VARIANCES I 7. USE SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED L=10.5, S=0.5% - ON A COMPACTED FIRM BASE. 25.7' 57.0 f � �, I . \ 6 6" SCH 40 PVC \ REGULATION REQUIRED PROPOSED { { {_{ { {-{ { (_ ( {-I i{-)I{-{ { (-) { I`I ` I' 8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING OPERATIONS AND MAINTENANCE INFORMATION FOR THE SEPTIC A m /L=3.0, S=0.5% \ I I-- I ' I i __ { _� 1 1- SYSTEM TO THE ENGINEER, AS REQUIRED. \ 310 CMR 15.211 Minimum Setback distance to foundation wail 10 feet 8.3 feet -{ I (i ,I �^ I { { { { v © 25:5 ' A variance of 1.7 feet is being requested. 9. THE CONTRACTOR SHALL PROVIDE A DEWATERING PROTOCOL PRIOR TO CONSTRUCTION IF GROUNDWATER IS ANTICIPATED �' M PROPOSED DECK AREA \ DURING CONSTRUCTION. 310 CMR 15.221(7)Depth of cover over system 3 feet max 4.6 feet max M Z / / / �/ \ NATURALLY OCCURRING PERVIOUS c� `fl O / EXISTING DISTRIBUTION BOX TO A variance of 1.6 foot is being requested. 10. AREAS UNDER THE LEACHING FIELD FOUND TO HAVE UNSUITABLE SOIL MUST BE REPLACED WITH TITLE 5 SAND AS 3 0 o MATERIAL OR TITLE 5 SAND FILL � / BE ABANDONED IN PLACE SPECIFIED IN 310 CMR 15.255(3). ANY AREAS THAT ARE FOUND TO HAVE UNSUITABLE MATERIAL SHALL BE REPORTED u- P n o^o cc SAW CUT AND PATCH / ` TO THE ENGINEER. s~ . ; EXISTING PAVEMENT _ \ 4" SCH 40 PVC NUMBER OF ENVIRO-SEPTIC LINES: 2 BEDS: EACH 16 11. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WITH MAGNETIC WARNING TAPE. � g Q 5.0' TYP. ---� _ t \ L=5.9', S=0.92% LINES: CENTER TO CENTER SPACING :1.50 FEET: 4 °- E"' § x " w REUSE EXISTING 1 500 SECTIONS PER BED EACH WITH 220 L.F. ENVIRO SEPTIC 12. ALL SEPTIC TANKS SHALL BE APPLIED WITH 2 COATS OF DAMP PROOFING OR BITUMINOUS MATERIAL. •� O Lb \ GALLON GREASE TRAP PIPE 13. A LEAKAGE TEST WITNESSED BY THE ENGINEER ON ALL NEWLY INSTALLED COMPONENTS IS REQUIRED PRIOR TO SYSTEM PROPOSED \ �� r START-UP. A TESTING CERTFICATESHALL BE SIGNED AND SUBMITTED TO THE ENGINEER. PRESBY ENVIRO-SEPTIC - 3,500 GALLON \ \` 6 SCH 40 PVC ENVIRO-SEPTIC EFFLUENT DISPOSAL AREA CROSS SECTION 14. ADDITIONAL SOIL TESTING WITNESSED BY THE LOCAL BOH IS REQUIRED TO VERIFY SOIL CONDITIONS AND SEASONAL LEACHING FIELD SEPTIC TANK O L=85', S=1.9% HIGH GROUNDWATER ELEVATION AT THE LOCATION OF THE LEACHING FIELD. 4) \r NOT SCALE �'' � ' 15. ALL EXISTING SEPTIC COMPONENTS SHALL BE ABANDONED OR REMOVED IN ACCORDANCE WITH TITLE 5, 310 CMR O PROPOSED 7,000 \ 4 SCH 40 PVC (MATCH EXISTING GREASE 15.354(3). CL ,,,.. ' GALLON SEPTIC TANK• -TRAP INLET PIPE SIZE AND ELEVATION) WASTEWATER INSTALLATION INSPECTION NOTES 'C / '� t '►�. ` �.;.F:,,.;:„` .: a L=8.3, S=6.14% DESIGN CRITERIA r p 0 - -'- USE PUBLIC PARK, TOILET WASTE ONLY --. (5`--� 1. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO THE ENGINEER, LOCAL BOARD OF L I ��` ,az r • '`' `T `�� �` ` - - FLOW PER PERSON 5 GPD/PERSON NUMBER OF PEOPLE 4W PEOPLE HEALTH FOR ANY INSPECTION. ' ' ` 4^ .'.• > \'```�' _` (BASED ON 200 PARKING SPACES @ 2 PEOPLE PER CAR) 2. ALL WASTEWATER SYSTEMS, INCLUDING THE LEACHING SYSTEM, SHALL BE INSPECTED BY THE ENGINEER AND DEP, OR U EXISTING LEACHING .;.� ,��F. . ' . • :�, .-:. `'`°';� :•. :. ....�;. :. .�:.� �• -- •�•' -�� - � ''- _.._ I / '�r: _ 4.': ''- - -a FLOW 2,000 GPD THE LOCAL BOH REPRESENTATIVE PRIOR TO BACKFILLING. AT A MINIMUM THE FOLLOWING ITEMS SHALL BE INSPECTED: FIELD TO BE _ r '- � �;'rr � d• :� -� � -� -_...� _ = ABANDONED IN PLACE ' .�'• '• / �� - 2.1. EXCAVATION OF LEACHING FIELD PRIOR TO PLACING SYSTEM STONE/COMPONETS "a" ' r USE LIFEGUARD ROOM,MULTI-PURPOSE OFFICE '� 8.3 _�' � 2.2. LEACHING FIELD COMPLETE INSTALLATION PRIOR TO BACKFILL at ..+ °� •:' .• FLOW PER 1,000 SF 75 GPD/1,000 SF 2.3. ALL SYSTEM COMPONENTS BASE AND INSTALLATION PRIOR TO BACKFILL " SEE SHEET C-3 FOR \�� :�` 1 /✓ OFFICE AREA 413 SF 2.4. START UP TEST OF SYSTEM WITH ALL COMPONENTS INSTALLED AND FUNCTIONING AS DESIGNED a ' N :pIr h:•rr TEST PIT LOGS t„,� ` ` CLEANOUT TO :Q .: ;. i r , FLOW 31 GPD 2.5. FINAL INSPECTION OF BACKFILLED SYSTEM m "! z 166.1 �.w -_ , + :.sue '` :.' : ..,, POSED ✓ 5s WAL p 150 WELL SETBAC U GRADE t ..._,•', .'.`: ROPOSED / •: �(j+ IL H L �, �` /// USE RESTAURANT FAST FOOD 3• ATMND VERTICAL CONTRACTOR W SHALL �ITH RESPONSIBLE TALLSMYS'�Tt-]NtIU(PTIPOON�NTSiIJST AS--B DRAWNGS UILT AS-BUILT DRi4VDMt�VG�S MITHE S VIAOL1 Q U ZONE 1 , fr FLOW PER PERSON 20 GPD/PERSON f., Sul T \ '� BUILDING ,' FF - i p WELL SETBACK `' / UTILIZED BY THE ENGINEER FOR THE PREPARATION OF RECORD PLANS. m NUMBER OF PEOPLE 36 PEOPLE N © � FFE=25.15 (BASED ON 6 PICNIC TABLES @ 6 PEOPLE PER TABLE) PRESBY SYSTEM NOTES _ -� Z o yMr! x : , •, (SLAB , SCHEDULE OF ELEVATIONS FLOW 720 GPD 1. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH ENVIRO-SEPTIC WASTEWATER TREATMENT SYSTEM MASSACHUSETTS �"� / x- �� • ' r INV.EL. DESIGN AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS. FOR PRODUCT INFORMATION OR THE NEAREST Registration: FOUNDATIO I, / USE FUNCTION HALL DEALER CONTACT PRESBY ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFlELD, NH 03598 PHONE 1-800-473-5298 r FLOW PER PERSON 15 GPD/SEAT - WWW.PRESBYENVIRONMENTAL.COM TOP OF FOUNDATION 25.15 NUMBER OF PEOPLE 33 PEOPLE �r " „ ,� / BUILDING&GREASE TRAP SERVICE 2265 (BASED ON 500 SF AREA @ 15 SF PER PERSON) 2. MINIMUM OF 6" OF MEDIUM TO COARSE SAND WITH LESS THAN 2% PASSING A # 200 SIEVE (ASTM C-33) REQUIRED ^ 1 •Q G� / /' ' r \ a � ytf EXISTING 1,500GALLON GREASE TRAP-INLET 2214 FLOW 495 GPD AROUND CIRCUMFERENCE OF ENVIRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND 44, c EXISTING 1,500 GALLON GREASE TRAP-OUTLET 21.94 FILL SPECIFICATIONS.) TEE WYE AT BUILDING SEWER 21.89 TOTAL DESIGN FLOW 3,246 GPD // 3. INSTALLER ADVISED TO CONTACT DIG SAFE PRIOR TO CONSTRUCTION. O 100 ss� �` . rir ,v t xi /s ".1 r s F ": �* 5t ,� 7 4 r aw„ / / ,';, r '� r ' �� 9 i - • .:--. -, „ •/ ' . ////// 7,000 GALLON SEPTIC TANK-INLET 21.02 SEPTIC TANK WELL s.> ' - r j /� //�//� • 7,000 GALLON SEPTIC TANK-OUTLET 20.77 SEPTIC TANK(200%DESIGN FLOW): 6,600 GAL. 4. DO NOT INSTALL SYSTEM ON WET OR FROZEN GROUND OR LEAVE SYSTEM UNCOVERED FOR EXTENDED PERIODS OF SETBACK � �" � � � <r v .�} `, .yam. --- ; _ . ' ' b ` EXISTING 8 000 GALLON / 3Lf) ,5ooGALION SEPTIC TANK-INLET 2076 SEPTIC TAW(100%DESIGN FLOW): 3,300 GAL. TIME. -« w; TOTAL TANK CAPACITY: 9,900 GAL 5. NO DRAINS HOT TUBS SAUNAS GARBAGE DISPOSALS ETC. SHALL BE INCORPORATED INTO THIS SYSTEM UNLESS O \ -- - / �:,. . SEPTIC TANK TO BE �f 3,500 GALLON SEPTIC TANK-OUTLET 20.51 Project Number. Sheet \ - ! USE 7,000 GALLON AND 3,5W GALLON SEPTIC TANKS 61�29 11 of 14 '• REMOVED (SEE NOTE 15) OTHERWISE SPECIFIED. � /� - --._ D•BOX-INLET 20.45 GRAPHIC SCALE i/ tT% \ D•BOX-OUTLET 20.28 GREASE TRAP PRESBY MAINTENANCE ` // RESTAURANTFLOW PER PERSON 15 GPD/PERSON SCHEDULE 20 0 10 20 40 80 - `� / BREAKOUT 20.63 NUMBER OF PEOPLE 36 PEOPLE 1. THE DEPARTMENT OF ENVIRONMENTAL PROTECTION'S TECHNOLOGY APPROVAL REQUIRES ALL ENVIRO-SEPTIC SYSTEMS TO Drawing Number: o / TOP OF SYSTEM 20.63 G EXISTING WATER 0 MIN.GRASS TRAP VOLUME 540 GAL. BE INSPECTED ANNUALLY. SERVICE TO REMAIN �'EXISTING OVERHEAD ELECTRICAL PRESBYINVERTIN 19.71 -- -� ,,. USE EXISTING 1,500 GALLON GREASE'TRAP 2. PRESBY ENVIRONMENTAL INC. REQUIRES THE ANNUAL INSPECTION TO BE COMPLETED BY AN OPERATOR TRAINED BY - BOTTOM SYSTEM 18.63 C-11 SERVICE TO REMAIN ESHGw lo:oo PRESBY ENVIRONMENTAL, INC. TO INSPECT ENVIRO-SEPTIC WASTEWATER TREATMENT SYSTEMS. ca (1 IN = 20 FEET) / i ___ -- - L _____- -_________________-_____�--___�__________� __-_ -_ __-____ � MAP 263, PARCEL 001 STAMP: ZONING DATA 2 C) RECONSTRUCTED BATMMSE AND DETATCHED AS5ESMY 2 BAY GARAGE 0 SANDY NECK BF-AC44 FOR 21' TOWN OF BARNSTABLE BARNSTABLE, MA REGULATIONS AND STANDARDS: _k ITEM REQUIREMENTS PROPOSED ACTUAL USE REGULATIONS: ZONING DISTRICT RIF RESIDENTIAL DISTRICT USE REGULATIONS: OVERLAY DISTRICT RESOURCE PROTECTION OVERLAY DISTRICT 87,120 SF (2.0 ACRES) WHEN AREA&BULK MIN. LOT SIZE ALSO LOCATED IN RPOD 1188.31 ACRES ROOF EDGE�� 2(o' 400 ABOVE 4 MIN. FRONT SETBACK C6 ob MIN. SIDE SETBACK 15 FT W8 FT @ GARAGE L0 15 FT +300 FT TO WATER MIN. REAR SETBACK 0 BATWWOUSE EX15TING PAVING AND *14' STRIPPING TO REMAIN MAX. BUILDING HEIGHT 30 FT sATwwmsr:. z lit, Lu LL ------------------------------------------------- +300 FT TO WATER 5F ROOF EDGE EXISTING BATHHOUSE (TO BE RAZED) ABOVE (E STING TO BE RAZED) 41, PROPOSED RECONSTRUCTED BATHHOUSE ON EXISTING FOUNDATION *I'wo 5F (NEW BUILDING AREA) z W SF EXISTING GATEHOUSE (TO REA44/N) (EXISTING TO REMAIN) L---j ENCLOSURE STAINED PROPOSED NEW 2 BAY GARAGE (NEW BUILDING AREA) *3,000 5F 0: m PROPOSED GROSS BUILDING AREA ON SITE C-11 PARKING : r NO INTINCIFICATION OF USE OR ALTERATION OF T14E EXISTING PARKING/ VS41CULAR CIRCULATION 15 REMOVE 2 CLOSETS UTILITIY PLANNED. TWE EXISTING PARKING COUNT OF *20(v SPACES WILL REMAIN UNCRANGED. co POLES TO EXISTING BATHHOUSE lit AND RE-ROUTE UTILITIES C14 >; DUMPSTER UNDERGROUND REMOVE PAVEMENT r I.I. @ THESE AREAS AND -COVE ED-"AREA RETURN TO NATURAL I I . . . . I I I I Lu FlnnnF]Fl 0 lit C/) N__ x ROOF. -EDGE COVERED CONCESSIONS SERVICE AREA TO INDICATE COUNTER NO PARKING @ Co BOTTOM OF STAIR PEDESTAL SHOWERS w/ it NEW RELOCATED DN Co PARKING LOT LLf 23' 25' 0 < A Co 5PLIT RAIL FENCE 22' DECK w/ PICNIC TABLES NEW STAFF ONLY ff F 23' SWING EX15TING OBSERVATION DECK lit 2(o' SITE PLAN WALKWAY FROM RACKS GATEHOUSE TO BEACH @ BATHHOUSE NEW 0 WIDE BOARDWALK @ EXISTING PAVEMENT EDGE - BITUMINOUS 1-011 IN, ------ CONNECTS TO EX15TING WALK Y8 OBSERVATION DECK AND CONT. 25' POWN TO BEACH (STEPS) DATE ISSUED: WHEEL STOPS NEW STRIPED CROSSWALK SAND MOUND IN EXISTING S. Khalil ACIRCULAR DRIVE WILL � � - j S 0 NEW 2-WAY TRAFFICDRAWING NO.: IN THIS AREA 5.2 TIFIFIFIFInFIF1 ARCHITECTURAL SITE PLAN , @ BA HHOUSE w � -'.7- -- �a. QScale : 1 /8" ] , -o NOTE: INFORMATION ON THIS SITE PLAN HAS TAKEN FROM A PRELIMINARY TOPOGRAPHIC PLAN OF LAND PREPARED BY THE TOWN OF BARNSTABLE D.P.H. - SURVEY SECTION AND DATED 3-12-07 uj � STAMP: LOUVERS IN CUPOLA ON SOUTH FACADE WOOD FRAMED KITCHEN EXHAUST FAN CURB f E D C i A3.1 SKYLIGHTS A3.1 ! M p ASPHALT COMPOSITION SHINGLES w/ CONT. PEAK EL. !ci 10 N RIDGE VENT - TYP. 43.221) — M a 12 B.5 L ILL fill 4 12 12 12 W 3+ �4 q T.O.PL. EL. x Q O35.53 w � ~ ifQ O U h ® ® fill CL C Cal to --Io C to O d tQ LI_ r ® _ WxB" WOOD WRAPPED A U 0.'fill Ill ■® o COLUMNS - TYP. o O � � Z 11111 fill v 05 T.O.S. EL. 26.15' W COVERED CONCE55IONS HIGH VENTING CONCE55ION5 Cn SERVICE COUNTER WINDOWS IN SERVICE DOOR CONCESSIONS AREA 0 LIFEGUARD 4 GENERAL BEAGN STORAGE m Q U Q _ U) w 2 SOUTH ELEVATION _ ,_ U z M Scale. 1/4„ 1 0„ Ly � -W_.1 Lu < U ao m0 � wQ W O >-- z z z o Q E o � zm A3.1 w� 0 0 0 — COPPER ROOF @ r) CUPOLA w/ FINIAL 0 WINDOWS ON THE NORTH, EAST AND WEST 51DES OF THE CUPOLA KITCHEN EXHAUST FAN B A r*40 INTERNALLY LIT FROM BELOW BEYOND RIDGE A3.i A3.1 Q- 30"x46" VENTING ASPHALT COMPOSITION SKYLIGHTS w/ AUTO SHINGLES w/ CONT. fx4 OVER Ix10 PROJECTING CLOSE RAIN SENSORS RIDGE VENT - TYP. G RAKE, PTD - TYPICAL PEAK EL. TITLE: 43.22 Ix6 SUB-RAKE, 12 PTD - TYPICAL 10 BUILDING 3 TOWN SEAL 5 S ELEVATIONS IN DtA. a 1P1u 0 12 '° 12 = 4 V 4 3+ Z7; w T.O.PL. EL. x 35.53 Q DATE ISSUED: o CARRIAGE STYLE, STEEL - - 05 . 14 . 2010 S""° no H ---GARAGE DOOR - PAINTED 4 �'�—`9 a" REVISIONS: fill WHITE (L T cry ALL RUNNING TRIM TO w°"�" U_ BE WOOD - PAINTED CEDAR SHINGLE SIDING, o ±5' CLEAR 5" EXPOSURE, CL fill PRE-STAINED WxB" WOOD WRAPPED E F WHITE - TYP. _ COLUMNS - TYP. 04 ,v OT.O.S. EL. a- IxB WOOD APRON - TYP. 26 15' m 2 CONCESSIONS SERVICE DRAWN BY: 5CREEN5 w/ ROLL DOWN S. Khalil MENU BOARD SHUTTERS AND STAINLESS WOMEN'S DRINKING MEWS 5'x8' OVERHEAD GARAGE �� STEEL COUNTER BELOW RESTROOM FOUNTAIN RESTROOM DOOR @ STORAGE ROOM PROJECT#: IZ M - 10 - �� CONCESSIONS L RESTROOMS / MECH. ROOM. / JAN. CLOSETS L 1. LIFEGUARD 4 GENERAL BEACH STORAGE DRAWING NO,: Q•� Q•� i NEST ELEVATION NScale: 1/4" = 1'-0" i E� i I— STAMP: 12 �6 WINDOWS ON THE NORTH, EAST AND WEST SIDES OF THE CUPOLA INTERNALLY LIT FROM BELOW C ASPHALT COMPOSITION A31 D E SHINGLES w/ CONT. 0SQUARE CUPOLA STRUCTURE A3.1 A3.1 ev N RIDGE VENT - TYP. C w/ COPPER ROOF Lu 4 C. 10 ch M HIGH VENTING o ao VWINDOWS ONGESSIDNS AREA O uj GUTTERS - COLONIAL 5"x3" u' 12 'K' STYLE ALUM. TO �? Lu 4 DRYWELLS - WHITE O 2"x4" FIR MEMBERS z to w W 4"x10" FIR BEAMS I ---"— SANDY NECK BEACH LIFEGUARD — INFORMATION 16'x24' FIR SHADE PERGOLA TATION ® Q STRUCTURE (FINISH - PENITRATING Lu SEALER) ON 27 x25 DECK ■� / -1 (COMPOSITE DECKING) ■® / A A U ■® ±5' CLEAR ■� fill B B p � I LI 8"x8" FIR POSTS +I 36"x50" SANDY NECK BEACH INFORMATION W BOARD WITH GLASS DOOR CLEAR ±11'-0" CLEAR O CONCRETE PAVING BOARDWALK W RED CROSS LOGO (-45"x45u)TO BE WOVEN INTO SIDEWALL AS RED SHINGLES m U Q NORTH ELEVATION = Scale: 1/4" = 1'-0" v W LLJ � ComOm Luau ,_,,_ z � Lu �- z _ z z Y.AE o � zm A3.1 LuO c< cn �. O '— WINDOWS ON THE12 �NORTH, EAST O AND WEST SIDES OF THE CUPOLA �6 A g INTERNALLY LIT FROM BELOW w � A3.1 A3.1 I-- Lu Q ±30" SQUARE, WOOD FRAMED A 30"x46" VENTING KITCHEN EXHAUST FAN CURB HIM < J SKYLIGHTS w/ AUTO CLOSE RAIN SENSOR ►o TITLE: _I.I U 12 BUILDING 3 10 ELEVATIONS v S (�S S �11 Imo11 N 12 Lu !!� � � 1x10 FASIA w/ WHITE 4 A m ALUM GUTTERS DN SPOUTS - TYP. Z IxIO FRIEZE - TYP. _ DATE ISSUED: 14 . 2010 %; ---— REVISIONS: Ix8 CORNER BRS - TYP. ±5' CLEAR 374 TyTLL CP CEDAR SHINGLE SIDING, 5" EXPOSURE, PRE- STAINED WHITE - TYP. EEE L11 A— ..0 s 7" DRAWN BY: S. Khalil Ix8 PVC APRON - TYP. HIGH VENTING WINDOWS ALUMINUM DOWN SPOUT w/ OBSCURE GLASS IN TO DRY WELL, RESTROOMS WHITE - TYP. PROJECT #: 1Z M - 10 - U DRAWING NO.: N� o a EAST ELEVATION Scale: I/4" = I'-0" � L v Ez L STAMP: ASPHALT COMPOSITION SHED DORMER FOR VENTILATION ASPHALT COMPOSITION SHINGLES w/ CONT. AND NATURAL LIGHT AT ATTIC/STORAGE LEVEL SHINGLES w/ CONT. RIDGE VENT - TYP. RIDGE VENT - TYP. 14'-6" (DORMER) Lu m M 0 00 U U � z I z GUTTERS - COLONIAL 5"x3" G` ,' G` - - Z i 'K' STYLE ALUM. TO W o DRYWELLS - WHITE v o I cn O Ix8 PVC FRIEZE N m < 0 CL WOVEN SHINGLE CORNERS ■� p ROOF OVERHANG AT FRONT �� TO MATCH EX. GATEHOUSE BUILDING - TYP. OF BUILDING TO PROVIDE ■� Z o a o 0 WEATHER COVER FOR DOORSTL '- � a CEDAR SHINGLE SIDING, ` FIR WOOD BRACKETS 5" EXPOSURE, PRE- STAINED `\ - PENITRATING SEALER GREY TO MATCH EX. z GATEHOUSE BUILDING - TYP. , fill ' Q , ,J 01 vzj W 191x8' TRADITIONAL RAISED PANEL, (D W STEEL GARAGE DOOR - PAINTED Q J GREY TO MATCH SHINGLES f� rn Q `< Lu Scale: 1/4 - I -0Z CnW < ry < ( ) � O °° f 4 u_. ILL z F" C/) p z Lu Z C) ry zm _ Q W c/) O 12 O SHED DORMER FOR VENTILATION AND NATURAL LIGHT AT ATTIC/ TITLE: STORAGE LEVEL �j12 12 12 5'" 12 ix4 OVER 1x10 RAKE 10 �5 10 PAINTED - TYP. PROPOSED o ELEVATIONS NY^u 1 �_011 ROOF OVERHANG AT FRONT `F o OF BUILDING TO PROVIDE Ix4 OVER IxIO RAKE, PAINTED - TYP. B I,-0„ WEATHER COVER FOR DOORS 8 6 l'3 I DATE ISSUED: JC N Z a 04.14.2010 REVISIONS: Q ALUMINUM DOWN SPOUT ## TO DRY WELL, FIR. WOOD BRACKETS _--- WOVEN SHINGLE CORNERS i WHITE - TYP. i \\ i \\ - PENITRATING SEALER - -- TO MATCH EX. GATEHOUSE U BUILDING - TYP. CEDAR SHINGLE SIDING, Q 5" EXPOSURE, PRE-STAINED GREY TO MATCH EX. s GATEHOUSE BUILDING - TYP. 6 m DRAWN BY: S. KHALIL 6 N �m PROJECT#: r M - 10 - , T 6 DRAWING NO.: Q 6 1Z i.0 CL Scale: I/4 = I 0 N N A2 , I t �V O N 2 1- STAMP; IGI-0" 31'-G" 12'-0" C\j Co 3'-4" 3'-4" 4'-B" 10'-2" 12'-10" -G" 12'-0" m co 00 106 Q o 0 ROOF EDGE ABOVE E L "' "' CoCo A3.1 I I o 0 O � � ' ____1_ ______________L_� X 11 a ____________ __ ' LL WxW PVC WRAPPED ' U COLUMNS, TYP. i I I --- ----- ------------ , , i ::D iIi I I iIi i L WRAPPED BEAN, TI ABOVE I I ' I i I I ROOF EDG E � U ( I I I rABOVE z I I 1 , 1 , B B B I o I III z � DUTY BOARD ' ' ' J C) ,o _ LLIo I I I I I I I Q C O w rB w A CD Q ' O A3.1 A3.1 0 ' ; B LIFEGUARD ROOM F1031Gx POSTNo UP I I I Q— < ■® j II �____ _ ________________________________ J !Yl I I I I O ■ o Q ICI � I N r 1 1 I FLOOR = I l i l DRAIN ® EMPLOYEEC1 IF7 ° B I LOCKERS (G) C 07 J r 06 I I I ICI i iIi L 3 J LOCK ZA- YLIG,II71 YLIGH I I I A7.1 F 10 I VE/I *--- I C I III I / I E E I�BUV OCEANYLIGIi� I , RESCUE , *BOVH , j I ROPE I \ / I I I W K BASE CAB. w/ SINK i \\i 1 1 1 oI UNDER COUNTER REb ! r- �_Y_� C 2 It UPPER CAB. ' I I CL I I RESCUELD I O I I BOARD I I I A6.1 I ---J I I RACKS !L j I III EDICAL F.I I I II L i 1 ' I F r AREA NT FLOOR FLOOR I 1C:1 i rr 1 ' - = J EDDRAIN H DRAIN D 3 HC L- -� I I I— Co 0 —4 -- o N BEACH CHAIRS FLOOR v , N N I I I I GRIDDLE BY - D G E = C A r---------- -----DRA44--------------; I < 5 EXHAUST HOOD VENDER (N.I.C.) U ��'' U _ A_�•1 j = (� W I III ABOVE _� z , , w i , ; LIFEGUARD t Q Q m ' F Co B ' GENERAL BEACH I U W I I I I ' J I III w O I - o i i , --- I /\ 1KYWGra I STORAGE i , r VED iIi z 17'-I" 5'_5„ i i i iEi 1Oq I i W U 0 I / \ I Co O W - I III Lo - I / \ I B I % \\ I 1 1 1 �- �t I I I z Q D =� I/A LIGWT / ;i I I � IIIC/) ' >- T- CONCESSIONS Co A O HAND FLOOR `---� MECHANICAL O SINK DRAIN FOOD PREP AREA 1O8 _- I °5 W �- z I . Q � l01 D Q B NB N OWB B B NG N m Z 1 I I _ CO W O z_ GxG WOOD POST UP �. � o 04 ; i i---------- ---------------- O Q ' �� RINK FOUNTAIN i I I O I ICI � I 1 O i � I � A c1J I I I iI _I f(1 I III - I I --------- --------- -------------------- -- --------------- I EMPLOYEE - ----- ------- -------------- - - -- ------- �— LOCKERS (G) I I --------- --------- -------------------- -- --- ----------- I _ 1 III I O � I I O I I I _______ - _________ __ _______ _________-_ ___ ___-___-_____ _- ' ROOFI EDGE WXB" PVC I WRAPPED I I ABOVE WRAPPED BEAN, TITLE: ' 1 1 FLOOR — , I , i COLUMNS, TYP. ABOVE I DRAIN OA ------------ ---- ---- ---- I -- ------------ ---- ---- ---- -- --- FLOOR PLAN — O L-- ------------- CONCESSIONS ;-- --- -- --- - N"� A3.1 I I v_ w D vw SERVICE AREA i p = 1 I_0 7�_4�� I 102 >z /4 A3.1 3'10" WIDE x 4'-4" HEIGHT I w 0 o s OPENING W/ SLIDING SCR EN i U ----------------- ------------------ -- --------------------- -------------- COIL DOOR ENCLOSURE ABOVE YI I I-__________ _________________ _ _________ __________,I I , DATE ISSUED; I I STAINLESS STEEL SHELF 05 , 14 . 2010 E REVISIONS: E I I I I I 3 A3.1 I I I III I A3.1 ° ROOF EDGE ABOVE i i _ -- B"x8" PVC WRAPPED —` -___ --- ___ _ __ _ __ i— COLUMNS, TYP. L_ ____ _______________ 3 6 ° 2'-10" 6'-4" 2'-10" N O L -C 2'-0" 12'-0" 2'-0" 12'-0" m DRAWN BY: N 5q'-0" S. Khalil 11)1 y LqU PROJECT #; o � Z M - 10 - � s Q DRAWING NO.: L,V °� FLOOD PLAN � N E �� Scale : 114 " = 1 ' — 011 NL A I L cU r-r L— r STAMP: TYPICAL SHUTOFF VALVE FROM COLD WATER SYSTEM PLUMBING LEGEND COLD WATER MAIN VACUUM RELIEF VALVE - CW COLD WATER 6" FLUE BY PC REFER TO DWG FOR SIZE ? so - - - (CW) CW COLD WATER BELOW FLOOR OR BURIED TEMPERATURE GAUGE - -14ff T 1/2" 2-1/2' CW TO SYSTEM _ - - HW HOT WATER TYPICAL UNION � � TP PRESSURE GAUGE -- 80'—� (TYP) 1/2 SOV ISOLATION S or W SOIL OR WASTE ( 'I ) WATER METER - - 11if 20�-j PRIME-PRO " 1/2" SIDE STREAM (S/W) S or W SOIL OR WASTE BELOW FLOOR OR BURIED FLOOR DRAIN TRAP PRIMER 1/2 LOOP TYPICAL UNION TEMP. & PRESSURE TYPICAL 2-1/2' 2-1/2" STRAINER RELIEF VALVE _ _ - - - - - - V VENT m SHUTOFF VALVE ` ' L411 L4T - _ 00 FLOOR DRAIN GRATE -V- - - V VENT BELOW FLOOR OR BURIED CD CD 3/4' LOW POINT DRAIN =1 THERMOSTATIC MIXING FLASHING MEMBRANE COW CONTINUATION 04 04 VALVE WITH VBIL VALVE ASSEMBLY FINISH FLOOR o0'o oob U o0 2-1/2" WATER SERVICE o UP PIPE RISE OR UP U 0 "' X` PROPANE _ GAS COCK .:' ' - DN PIPE DROP OR DOWN Z d PIPE SUPPORT DRIP LEG PROPANE GAS BURNER LLI LL FINISH FLOOR " TEE PIPE TEE U FINISH FL DRAIN VALVE W/ VB SLAB (n V U FLASHING CLAMP �- �- SOV SHUT-OFF VALVE Z_ 4" �CONCRETE EQUIP. PAD CORE HOLE TO RECEIVE W & T WASTE & TRAP DRAIN BODY FIRESTOP SEALANT Z U F SLEEVE FLOOR DRAIN BODY /C>� 1/2"TP CONN -� CO CLEANOUT PLUG Z FW-- 0 o FCO FLUSH FLOOR CLEANOUT = w -31 DCO DANDY CLEANOUT m Q DOMESTIC WATER METER DIAGRAM 3 CAPPED PIPE ;B � of � RAM NTs 2 PROPANE FIRED WATER HEATER DIAGRAM 3 FLOOR DRAIN & TP INSTALLATION DIAGRAM ARROW INDICATES DIRECTION OF FLOW ie � Q NTS NT$ N r T— :02 ARROW INDICATES DIRECTION OF SLOPE W —�I�— UNION Z) TYP. 2" FRESH o AIR INTAKE VENT i WTS WATERTIGHT SLEEVE T TP TRAP PRIMER W ----I- HB HOSE BIBB Q SINK FURNISHED BY PC I I —}�- WH WALL HYDRANT Q v Q � AS SCHEDULED In- W II 1 DIAGRAM NO. & DWG. NO. REFERENCE r , 2' LEVER WASTE I I P-1 Q z m W SUPPLIED BY PC ® FD "A" FLOOR DRAIN & TYPE co J a co WM WATER METER Q U ( � m W � � o I T THERMOMETER 7 In^ FINISH FLOOR v,I Q PG PRESSURE GAUGE WITH PETCOCK W Z z o z T&P TEMPERATURE AND PRESSURE RELIEF VALVE Q Z M Q VACUUM RELIEF VALVE W W EWH-1 ELECTRIC WATER HEATER & NUMBER o vJ 3• FLOW CONTROL PROPANE FIRED WATER HEATER SCHEDULE VTR VENT THRU ROOF a- 1001b. GREASE TRAP O INV INVERT n/3 INLET, 3 OUTLET) RECOVERY GAS 4INCHES FLUE L.L I.D. MANUFACTURER MODEL GALS. CFH CONN. CONN. G.P.H. 0 TEMP. SIZE SIZE TYP TYPICAL GWH-1 AO SMITH BTN154 81 148 100 154 6' LPC LIMIT OF PLUMBING CONTRACT L41 3 COMPARTMENT SINK DIAGRAM NTS NOTES: GC GENERAL CONTRACTOR TITLE: PC PLUMBING CONTRACTOR S=.01 SLOPE = 1/8' PER FOOT PLUMBING PLUMBING FIXTURE SCHEDULE S=.02 SLOPE = 1/4' PER FOOT LEGEND, SYMBOL OF MODELS TYPE SIZE MANUFACTURER MODEL TYPE FIRSUPPLY WAS REMARKS F.F.E. FINISHED FLOOR ELEVATION NOTES AND PP=1 WATER CLOSET TOTO CT-708 MOUNTED - SLOAN 8111 1.6 GPF 1" 4" WHITE WITH OPEN FRONT SEAT DETAILS P-1A WATER CLOSET - ADA TOTO CT-708 MOU L 18" HIGH SLOAN 8111 1.6 GPF 1" 4' WHITE WITH OPEN FRONT SEAT. MOUNT PER ADA SPECIFICATIONS. P-2 URINAL - ADA TOTO UT-447 MOUNTED - SLOAN 8180-1.0 1.0 GPF 3/4" 2' MOUNT PER ADA SPECIFICATIONS. WALL " PROVIDED WITH P-TRAP, TAILPIECE, FLEXIBLE STAINLESS STEEL SUPPLY CONNECTIONS & THERMOSTATIC MIXING DATE ISSUED: P=3 LAVATORY BRADLEY SS-2N/IR MOUNTED - - - 05 GPM 1/2 2 VALVE WITH COMBINATION STOP STRAINER CHECK VALVES AND 110 24 VAC PLUG IN TRANSFORMER. 05 . 03 . 2010 P=4 FOUNTAIN DRINKING�A �EY TAYLOR 4705 MU L - - - - 1/2" 2' REVISIONS: NTED PP=5 JANITOR'S SINK FLORESTONE MSR-2424 FLOOR 24"x24" CHICAGO 445-897S- WALL 1/2" 3' WITH MR 370 HOSE CLAMP, MR372 MOP HANGER, MR 375 STRAINER MOUNTED RC-CP-XK MOUNTED 895-317E2805 15 X 17-1 2 STAINLESS STEEL DROP IN SINK W 3 HOLES 4 ON CENTER. CHICAGO FAUCET P=6 LIFE GUARD SINK ELKAY DLR1517103 DROP IN 15 x17 CHICAGO -5CP 0.5 GPM WITH 4'CEN ERS 3-1 2'GOOSENECK 0.5 GPM VANDAL RESISTANT AERATOR AND 4'WRISTBLADES. p� KITCHEN HAND SINK ADVANCE TABCO 7-PS-71 " .104. . WALL MOUNTED 4-3 4 CHICAGO 116211 SPLASH 1/2' 2` STAINLESS STEEL HAND SINK WITH CHICAGO SPLASH MOUNTED STAINLESS STEEL 21-7 8 MOUNTED SENSOR FAUCET KITCHEN SINK ADVANCE TABCO 94-3- STAINLESS 91•x27• - _ SPLASH - - - 54-18RL STEEL MOUNTED P-9 OUTDOOR SHOWER SHOWER TOWER 2 SHOWER STATIONS & 1 FOOTWASH STATION GI-1_ GREASE INTERCEPTOR JR SMITH 8325 RECESSED WITH RECEIVING CRADLE. DRAWN BY: DLS 12 TRAP PRIMER PRECISION PLMG. PRO 1-500 MECHANICAL 1/2• REFER TO FLOOR PLANS FOR SPECIFIC LOCATIONS PRODUCTS INLINE PROJECT M Jj@ HOSE BIBB CHICAGO 952 CHROME 3/4` WITH INTEGRAL VACUUM BREAKER AND THREADED HOSE END (COLD WATER ONLY). WALL HYDRANT JR SMITH 5509QT S.S. BOX NON FREEZE, - - - - 3/4 - 1/4 TURN WITH INTEGRAL VACUUM BREAKER, STAINLESS STEEL BOX WITH LOCKING COVER. DRAWING NO.: FDA' FLOOR DRAIN - WATTS 3' WITH SEDIMENT BUCKET AND TRAP PRIMER CONNECTION RESTROOMS FLOOR DRAIN _ BJEJR FD B� MECHANICAL ROOM WAS 4' WITH SEDIMENT BUCKET AND TRAP PRIMER CONNECTION BUILDING ENGINEERING RESOURCES, I NC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue FLOOR DRAIN Progress Set— No.Easton,MA 02356 E.Providence.RI 02916 PON FDIC' KITCHEN WAS 4` WITH SEDIMENT BUCKET AND TRAP PRIMER CONNECTION NOT FOR CONSTRUCTION Tel: (508)230-0260 Tel: (401)435-4602 Fax: (508)230-0265 Fax: (401)435-4608 t IE 0`�2}� BER@BER-Engineering.com www.ba-mgm=ng.com L r STAMP: Ix LU m - - -- -- -- 2-1/2-BURIED COLD WATER SERVICE. CD N - - REFER TO CML FOR CONTINUATION. N N - --- ---- O M 0 PM U L0 - - -- Z) a 2-1/2" Z W LL a O U U) U � J �v 2"V UP CCY Z oU 2-1/2 CW 3"W UP & TRAP J U LO N SERVICE UP 4"W UP & TRAP -�V_ ¢ / 2"J W � O U OLU�C� 0 ►= T-.02 40W UP m Q x n1/2" 4" TO FCO 4"S UP O =o T.X U ■B N r 4"W UP TO FCO 100 " o o W 1/2"TP UP 1 2 U 4"S UP 3 2V U -.1 - V-- v " 0I � 2 4W UP & TRAP O L ( 2" 1/2 3" i - - 0- 1/2- 4" 02 (S) 4" - - - - - - - TP 4" 2"V UP I Q m --- 00 Q U Q 1/2 2'W UP 1/2» 4 KW UP TO FCO 1/2 /UP\ 1-2" / \ i , ` CD MMW TP 4'W UP & TRAP I 3 UP & TRAP I Q Z W W 02 �;' 0 J UP I W M -V--- - 3 - � 0LL Zr'^ 3"KW UP _ W � O V J -- W Z Q ------ -T.Hw Ur P M- 3"KW UP TO FCO I ' 3" ---- --- - --- - - "S U - 2"V UP `' �, (E 1/2"CW UP C1 3/4" 1/2" - W U o b 00 !j 4"KW UP TO FCO V 2•� 4"BURI SANITARY. REFER TO C L FOR CONTINUATION. 1-TYPE K (SOFT ROLLED) COPPER (ONE PIECE, NO TITLE: 2"V UP JOINTS) BURIED BELOW GRADE AND PITCH BACK TO BUILDING FOR WINTERIZING AT LPD. PROVIDE 2" OF INSULATION SUITABLE FOR DIRECT BURY. - -��- - - - PLUMBING - - - - - - - - - - - UNDERSLAB PLAN v 4 DATE ISSUED: 1"HW UP TO SHOWER TOWER. REFER 05 . 03 . 2010 TO SITE PLAN FOR LOCATION. REVISIONS: 4"BURIED KITCHEN WASTE TO OUTSIDE GREASE TRAP. REFER TO CIVIL FOR CONTINUATION. DRAWN BY: DLS U N DERSLAB PLAN PROJECT#: Scale: I/4" - I'-0" M - 10 - DRAWING NO.: BIEIR BUILDING ENGINEERING RESOURCES, I NC. Progress Set 28 Main Street,Bldg.3A 1240 Pawtucket Avenue No.Easton,MA 02356 E.Providence.RI02916 Pi ■ NOT FOR 5 ONSo UCTION Tel: (508)230-0260 Tel: (401)435-4602 Fax: (508)230-0265 Fax: (401)435-0608 BER@BER-Engineering.com www.ber-e*eering.com L r STAMP: W gym/ I.L OD N -- ,,�t M 00 w N N __- O CD C? I -- -- 1/2"HW DROP U = - 3/4'CW DROP z I -- — - 3"W DN W -- LL X"G DROP F- 4"S, 2"V RISE 1-1/4'H&0 DRGWHP 1 Z Cl FINISH FLOOR 2"CW DROP l ELEVATION = 25.15' 'S DN & 2"V RISE 4'FD'X' W/ TP Q to 3 � - - 4"V UP THRU ROOF Q 2"V DN & RISE z ~ w fl- 4"S, 2'1/ RISE 1/2"TP DN J W 5 o FEGUARD 103 R N Ar DN SERMCEMCW DN - WH 2"V DN & RISE = w < RISE - - --_ Z H 3/4-HW DROP U x W/ TP -- 3/4"TW DROP m Q a _ O 3/4"CW DROP � = LOCKERS P_1A I -1A TO TMV-1 �8 ° 0 �O 104 I __ _ate . 3 4'S, 2'V RISE 0 Q 3' 2" 1"CW DROP W� N r 2"W, V RISE I 2"V DN & RISE U) 4'S DN & 2"V RISE II I - 2"W DN & V RISE 1/2-TP DN 1/2"HW DROP 2' - C:1 - P 42 CIV E7 —— — 2• r IWATER METER O -- --- I "FD'A' T W/ TP - TP E_.2s 4"F,A' W/ TPTI Z W � J I I 2"W DN & V RISE I _ _ _- � I -- W 1 2"H&C DROPS LIFEGUARD I U Q 1/2-TP DN P I _ GENERAL BEACH = ♦♦~^^ W 1/2'CW DROP — — V I i t P� S� 10 q E � V J W W 2"W DN & V RISE 1/2-TP DN 1 2' D 1 / • 1/2"HW DROP TP 2" 3/4" CONCESSIONS 1-1/2• 1" / \ 1 3/4 1" / \ 1/2"TP DN W � 3. J 2v DN & RISE I 1/ 00 ,FO �� - _ - __ _ I 'H&CW DROP co < U 3'KW DN —B _I Q 2"V DN & RISE I FCO 1-1/2" 1 0 — I 2 DN & V RISE O COW �... 3/4"H&CW DROPS — ——————— —-I I L, L. W LL Z v J I �FCO I O C - 4*FD'Cf z >- Z W/ TP - - -- - z 0 - - 0 2' 3"KV UP W � Z Q �TO 4'VTR -- -- rQ m 2 -- v^J O vJ r . - - r ————— ———-) -- ----- 1L-RISE _ 0.. QnF WAIL -_-- �/ 2'V DN & RISE 1 1/2-TP DN 1 - - 4"FD'C' - W/ TP 1 ---- L — TITLE: CONCESSIONS 2"V DN & RISE SERV REA PLUMBING COIL DOOR =_ - - - - - -_ -- FLOOR PLAN CHASE - - -- - - - - - - - - - - 1"TW DN _ DATE ISSUED: � 05 . 03 . 2010 REVISIONS: TO BE COMPLETED -140' TEMPERATURE MAINTENANCE CABLE FOR KITCHEN HOT WATER SUPPLY. -120' TEMPERATURE MAINTENANCE CABLE FOR 120' HOT WATER SUPPLY. -FINAL PROPANE GAS PIPING ROUTING/SIZING PENDING FINAL TANK LOCATION. DRAWN BY: � FLOOR PLAN DLs PROJECT#: Scale: I/4" - 1'-0" M - 10 - DRAWING NO.: BIEIR BUILDING ENGINEERING RESOURCES, I NC. Progress Set 28 Main Street,Bldg.3A 1240 Pawtucket Avenue No.Easton,MA 02356 E.Providence.RI 02916 ■ HOT FOR CONSTRUCTION Tel: (508)230-0260 Tel: (401)435-4602 C5-21-10 Fax: (508)230-0265 Fax: (401)435-4608 L " BER(�BER-Engineering.com www.ber-enonecring.com r STAMP: Filter Detail HOOD INFORMATION MAX. EXHAUST PLENUM SUPPLY PLENUM HOOD C❑NFIG. HOOD MODEL LENGTH C❑❑KING TOTAL RISERS) TOTAL RISERS) HOOD END TO NO. TEMP. EXH. CFM WIDTH LENG. DIA. CFM S.P. SUP. CFM WIDTH LENG. DIA, CFM S.P. CONSTRUCTION END ROW 4812 8' 0.00' 450 16' 2200 -0.524' 430 SS 1 2200 0 ALONE ALONE T— p SND-2 Deg' Where Exposed T12• HOOD INFORMATION 16' Kleen-Gard Baffle Type Filters are UL Classified FILTERS) LIGHTS) UTILITY CABINETS) FIRE HOOD Grease Extracting Filters. HOOD FIRE SYSTEM ELECTRICAL SWITCHES MEA# 168-78-M Aluminum NO. TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE LOCATI❑N SYSTEM HANGING GUARD TYPE SIZE MODEL # QUANTITY L❑CATI❑N PIPING WGHT � � MEA #247-96-E Stainless 48' U.L. Listed Incandesc nt Llg�t ' 285 Fixture-High Temp As embly C 00 Co RFSTSTANCF�'S.ATRFI.OVt'-z^Klccu-Gud DaH)c TTpc Grcasc Fihc 1 SS Baffle with Handles 4 16' 20' 3 Incandescent Light Fixt NO NO LBS m ap co ccv co � HOOD OPTIONS n �j 0o 00 CD 0 LO HOOD OPTION h OU 1 INSULATION FOR BACK STANDOFF "' z W G LL 48' 48' 1­ A o„>; cr) iwib.-a m,i.oi tw,i_ won.: o,i� urn,ms ,URFLOW(fpm/m/s) Qj z 8' 0.00'Nom./8' 0.00'OD Ow�IIIIKIIIII 0 U Q LO CALCULATIONS UTILIZED z ~ o PLAN VIEW — Hood #1 EXHAUST CFM=LENGTH OF HOOD X CFM/UN.Ft. (LOAD) OfLu 8 r 0.00» LONG 4812 S N D—2 m Q SUPPLY CFM=EXHAUST CFM X PERCENTAGE REQUIREDCFM TOTAL DUCT AREA=144 X () �B O s 0 8 � TOTAL DUCT AREA 04 DUCT LENGTH= DUCT DEPTH •CAPTIVE-AIR[VENTILATOR DLCI SIZES,ARE CALCULATED USING AN EXHAUST VELOCITY OF 1500-1800 FPM AND A SUPPLY VELOCITY OF 700 FPM PLEASE CONSULT FACTORY FOR MAXIMUM ALLOWABLE DUCT SIZES 48' INCANDESCENT LIGHT FIXTURE-HIGH TEMP BUILDING CODES LL EXHAUST RISER ASSEMBLY, INCLUDES CLEAR THERMAL AND (n SHOCK RESISTANT GLOBE (1-55 FIXTURE) CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH: HANGING ANGLE 4, SPECIFICATIONS ; NSF LINFPA STED O �=�z THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED S.D.CJL #93-16 16' SS BAFFLE WITH • I.C8.0. 3"16 w HANDLES AND HOOK TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED secs PST rt Esi No. 93,37 WITH UNDERWRITERS LABORATORIES, INC. (UL) E.T.L. LISTED 3054804-001 NF A� Q m L J II-__ I V LAYER OF INSULATION FACTORY 12' N❑M. / \ INSTALLED IN 3' INTERNAL STANDOFF. THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION Los ANGEL RR#WW v MEETS 0 INCH REQUIREMENTS FOR WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE EM Is uSTED TO LLC STANCAtDS m < Q CLEARANCE TO COMBUSTIBLE SURFACES. FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. w THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM N s f� ( z m W IT IS THE RESPONSIBILITYV ACETATE-BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT �./ OF THE ARCHITECT/OWNER TO OF GREASE RELATED FIRES, IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS Q L I ENSURE THAT THE HOOD CLEARANCE WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. Uj m ( co FROM LIMITED-COMBUSTIBLE 27' MIN. -I O `•/ AND COMBUSTIBLE MATERIALS THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE 1/ P 2 Pint Grease Cu Detail W IS IN COMPLIANCE WITH 48.0' MAX LINK DETECTION SYSTEM, THE FUSIBLE LINK SHALL BE SELECTED AND LL � z LOCAL CODE REQUIREMENTS, INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING O 7 SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LU �- L LINKAGE ASSEMBLY. 7 Ly GREASE DRAIN / I ( ER — WITH REMOVABLE CUP Q 80' AFF TYP. w O PLENUM PROTECTION O NOZZLE C_ Grease cup will be supported by 2 studs O EQUIPMENT on the inside wall of the hood. The grease will BY OTHERS DUCT PROTECTION drain through a concealed grease trough Ly NOZZLE and into this removeable cup. DETECTORS ND-2 HANGING ANGLE DETAIL 1/2' DIA.ALL THREAD ROD 1/2-DIA. HEAVY DUTY NUT DETECTI❑N LINE CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELOW THROUGH ANOTHER HANGING HANGING ANGLE ANGLE TITLE: SECTION VIEW — MODEL 4812SND-2 MECHANICAL APPLIANCE PROTECTION NOZZLE LEGEND, NOTES, AGENT LINE SCHEDULES AND # ROD AND NUTS TO BE SUPPLED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE—PUNCHED AT FACTORY DETAILS HANGING ANGLE LOCATIONS HANGING ANGLES WILL BE LOCATED IN THE FOLLOWING LOCATIONS FOR WALL CANOPIES DATE ISSUED: DIM DIM 05 . 03 . 2010 DIM DIM FROM HOOD STYLI~; FROM FRONT FRONT REVISIONS: REAR 24"High 30"High TYPICAL ANSUL R102 SYSTEM LAYOUT Mood) Mood) CUSTOMER APPROVAL T❑ MANUFACTURE REMOTE WITH REMOTE MOUNTED AUTOMAN Wall Exhaust 11.25" 5.25" DRAWINGS PROVIDED BY SYSTEM CONTROL AUT❑MAN MANUAL Only 1.75" CAPTIVE-AIRE WITH AGENT TANK ENCLOSED PULL STATION With Approved as Noted ❑ MUA 2.75" 2.75" Approved with NO Exception Taken ❑ HOOD, EXHAUST FAN AND MAKE Exhaust 15.0" 5.25" UP AIR UNIT TO BE PROVIDED BY Back Only Revise and Resubmit El UP OR APPROVED Shelf With EQUAL TO DESIGN CRffERIA 1.75 SIGNATURE SCHEDULED. MUA 2.75" 2.75" Your Title Date Condensate 10.50" 10.50" DRAWN BY: XX PROJECT #: M - 10 - DRAWING NO.: BJEJR BUILDING ENGINEERING RESOURCES, I NC. Progress Set 8MainSt Easton, Bldg.3 dg.3A E. 0Pawtucket Avenue 6 M 0 1 1 NOT FOR CONSTRUCTION Tel: (508)230-0260 Tel: (401)435-4602 Q� � Fax: (508)230-0265 Fax: (401)435-4608 BER@BER-Engincering.com www.ber-enoeering.com L !� r STAMP: EXHAUST FAN INFORMATION HINGE KIT DETAIL FAN UNIT FAN UNIT MODEL # MODEL TAG CFM S.P. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) FAN FAN BASE PLATE NO. (LEFT) FAN #1 NCAI4FA - EXHAUST FAN (KEF-1) ' CURB 1 NCA14FA NCA14FA KEF-1 2200 0.850 1217 0,750 1 230 5.4 133.09 PLATE (LEFT) FAN OPTIONS 33 3/4 FEATURES: 23' ' FAN - ROOF MOUNTED FANS 23' UNIT ❑PTI❑N (Qty. - Descr.) - RESTAURANT MODEL NO. - UL762 - AMCA SOUND AND AIR CERTIFIED VENTED 1 1 - Grease Box - WIRING FROM MOTOR TO DISCONNECT SWITCH CURB FAN IN CLOSED POSITION - WEATHERPROOF DISCONNECT C14 00 - HIGH HEAT ❑PERATION 300'F (149'0 20. W 00 C14 - GREASE CLASSIFICATION TESTING FAN CURB ASSEMBLIES Q 20 GAUGE � � � 30 1/2 NORMAL TEMPERATURE TESTL STEEL 00 00 EXHAUST FAN MUST OPERATE CONTINUOUSLY x NO. ON ITEM SIZE 23 WHILE EXHAUSTING AIR AT 300'F (149+C) C❑NSTRUCTI❑N � oLr) FAN UNTIL ALL FAN PARTS HAVE REACHED O THERMAL EQUILIBRIUM, AND WITHOUT ANY 0 DETAIL U LL 1 # 1 Curb 23,000'W x 23.000'L x 20.000'H 8,500:12.000 Pitch Vented Hinged DETERI❑RATING EFFECTS TO THE FAN WHICH 3' FLANGE REASE DRAIN WOULD CAUSE UNSAFE OPERATION. z ABNORMAL FLARE-UP TEST LwL EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS ROOF ❑PENING C) AT 600+F (316'0 FOR A PERIOD OF 20 DIMENSI❑NS U 15 MINUTES WITHOUT THE FAN BEC❑MING 20 z 14 7/8 DAMAGED TO ANY EXTENT THAT COULD CAUSE Q AN UNSAFE CONDITI❑N. 17 7/8 35 3/4 z ~ LO 20 OPTIONS PITCHED CURBS ARE AVAILABLE 8 1/2' z o 24 3/4 GREASE BOX FOR PITCHED ROOFS. 35� CURB 3: _ Uw SPECIFY PITCH: 12' O IY LU c EXAMPLE: 7/12 PITCH = 30+ SLOPE GREASE(OPTABOX :� O O GREASE PIPE Z:) DUCTWORK BETWEEN (OPTIONAL) �B 7 O EXHAUST RISER ON HOOD 8 0 AND FAN (BY OTHERS) FAN IN OPEN POSITION ELECTRICAL PACKAGES NO. TAG PACKAGE L❑CATI❑N SWITCHES ROOFTOP ❑PTI❑N FANS CONTROLLED Uj L❑CATI❑N QUANTITY STARTERS TYPE 0 H.P. VOLT FLA 1 Light O 1 21011002 Wall Mount In SS Box SS Watt Mount Box Exhaust in Fire Exhaust 1 0.750 230 5.4 1 Fan Z FAN BASE w m Q U Q ELECTRICAL PREWIRE PACKAGE JOB NAME Sandy Neck Beach House DATE 512012010 CONTROL PANEL INSTALLATION JOB NAME Sandy Neck Beach House DATE 5/20/2010 DRAWING NUMBER 21011002 JOB NUMBER 1154999 DRAWN BY DRAWING NUMBER 21011002 JOB NUMBER 1154989 DRAWN BY O ,0EJ- .fZ OF R.RMOTA' S/S ROX zLU CONTROL INPUT 120VAC HI-UNE, N1=NEUTRAL 15A BKR - JCI nl;- C HJtJI <I' _==r.Y._F. 220V/1Ph. W/ 1 Exhaust Fan, HOOD TO CONTROL PANEL POWER FEED FOR CONTROLS AND LIGHTIN I Exhaust in Fire Q CONTROL PANII. W C' HOOD / \ /� 1�' 1 1 —— —— — — xovtln ■ ■o V —� — BREAKER PANEL CONTROL PANEL ts out in 0 2 R (Fan Switch Shown Installed) 2 —— — LS bhts out in firs — — — I W 1 C-1 ��j L z A COMPONENT PARTS LISP _� �� — —— — 20V 15A —— — O Z 3 »comodw Eso6 3 \ \��- — — �� � — — — ATTENTI❑N: INSTALLER SH❑LIMO SUPPLYLU o0 HOOD \ — ——� — _{� ENOUGH ELECTRICAL CORD TO LET FAN MAKE Q cg Fan sad,(<ae.e) — — —� _ FAN COMPLETE SWING. M< 5 R**DPDT- 1TD.o1160+sad.t s e � IMftt ..iron and,fen switch mounted an the rase of the hood a" central GREASE BOX INSTALLATION LIGHT AND x. Lj..l FAN SWITCHES ..... ""' panel zaamtwa wapsraWy then fletd wire to the control penal m shown. ! U ^ a 6 R1-I 6 FIELD WIRED SWITCHES TO CONTROL PANEL CURB v J 0 co C RED POST FIN 9WISY1[ BL GREASE 7 -® CONNECTIONS BOX r Qg —— ———— � IN CONTROL 18 L-- --- -- - , PANEL 6 8 L M SWITCH ` NN 9 C°ARE FlRF DRY CONTACTS 9 SPADE WHEN CONTACTS �— B O UgMs out fire DISC MOI 10 SY51O1 °r OL9GIYIRC69 t0 91MIf HOOD LI L8 is out in lire 10 DOMI SHUNT TW. to w�an EQUIPMENT-OR PROYDE SIGMAI.wa�m.o II2-2 FIRE SYSTEM MICROSWPTCH 120VAC SHUNT TRIP o Two ONE ELECTRICAL PANEL. (3 SHOWN HERE) WIRING TO CONTROL PANEL BREAKER WRUNG SEPARATOR 12 Am W.4 C'Owmwn N l: A_�Y(;7N CONTROL PANEL GREASE BOX Ms-, C ' >z .N80L oil B$ ��•PtlO&L FS /1 Nc;+`tn_Lr<]vLN—_— — � TITLE: C1 NO S PTROCSEI[ YS-1 — — — — can+cv—— BK 1163 SYSTEM _ 73 13 8YSTE1OCBOSWI71CH _p$ � nc,M,i Y a osFJ ATTACH GREASE BOX COVER TO THE CURB 3' BELDV _ PS /2 nc vn ii v 2 N___ TOP EDGE OF CURB. oamcv__ USING (3) LONG (3/4' LG.) SCREWS AS SHOWN. t4 14 rME� _ __ —J� 09 HOOD i INSTALL GREASE PIPE AS SHOWN. MECHANICAL B...EIAY sonar SrAE sal TOGETHER nK:,`a Y«L::EoJ LIGHT INPUT 120VAC H2-H5-UNE, N2-N5-NEUTRAL 15A BKR 140OW PER CIRCUIT) �'°'r IMp LY N J LEGEND, NOTES, 15 (MAX( � � I 15 NO'tBl: HORDRf(i rliiR CRY]8?0 HE� TO THE AiaR1[ ca�l�cv — — — — — . LS-01c-ft NC-4-R WL e a � Cow FAN WIRING TO CONTROL ELECTRIC GAS VALVE WITH RESET RE GREASE PIPE Y SCHEDULES AND 16 Motor Type FH vox HP FLA BREAKER 16 PANEL 3 PHA- 206/480/5"VOLT EzIbL-1 Esh 1 230 0.75 5.4 15 Amp MANUAL CONTROL PANEL DETAILS RESET RELAY V TO rAN/1n v F -- —I PHASE 23OV18 INPUT u L, TI 1 GR2 VIRE - F A 7�T = TO FIN /2 I z 191 PHASE s�'11"— 19 BREAKER - �7�7 , ELECTRICAL PACKAGE NOTES DATE ISSUED: N � PANEL, I PHASE 115 VOLT r[cr DENOTESIc as va [ 1. A PRE-WIRED ELECTRICAL CONTROL PACKAGE SHALL BE 0� 0� 20 0 20 —— DENOTES FELD WMtII1G 20SEE PRONGED TO OPERATE 1}£HOOD LIGHTS AND FANS. w DENOTES INTERNAL WIRM DRAWING COLD _ — _ TO FAN /1 2. A�R/ PACKAGE(SHALL CONSIST OF SWITCH PANELxX WITH LIT OVERLOAD AND Y FOR EACH FAN(oI>IIONAL))�N Sl MBEREb REVISIONS: 21 BK-BLACK YIN-YELLOW 21 MOTOR —_—_ TO PAN/2 —— DENOTES FIELD VIRING IMUT/OUTPUT TERMINAL STRIPS,AND A TERMINAL FOR at CUSTOMER APPROVAL T❑ MANUFACTURE B - BROWN GY-�' DENOTES INTERNAL vntlNG -- BR-BLUE PR-PURPLE TABLE FOR DOUBLE-aAL FIRE SYSTEM MICROSIWTCH CONNECTION. OR_ yiRf r_rr f1a 3. ONE RELAY IS WIRED TO MICROSIWTCH (INFlRE SYSTEM) DRAVANGS PROVIDED BY 22 RD-RED I1L/RD-BLUE/RED(—PE) 22 BREAKER 1 PHA.SK 208/230 VOLT BK - BLACK YW- YELLOV FOR SUPPLY FAN SHUTDOWN AND OTHER RELAY FOR WH -WHITE RD CN BL - BLUE GY-GRAY ADDITIONAL FIRE SYSTEM ACTIVATED DRY CONTACTS. CAPTIVE-AIRE. - - RED STFO SIZING 4. ELECTRICAL CONDUIT (MOPS FROM THE FAN(S) SFNI BE Approved as Noted ❑ —— — FA,,„ BR ORANGE PR PURPLE O STRIP. NOTE: IF WALL MOUNT PREIMIRE. OR FR10 Ot-a2ANIE Ot/BL - ORANGE/BLUE 23 INSTALLED FIRE SYSTEM NICROSWITCH, THE 23 RD-RED <STRIPE) BETWEEN T TO THE NUMBERED TERMINAL P. CONDUIT BE Approved with N❑ Exception Taken ❑ TERMINALS SHOWING FACTORY WIRING MUST = � = VH -VHITE BL/RD - BLUE/RED SUPPLIED BY�� FAN(S)swiLL BE BE FIELD WIRED. TO FAN /2 GN-GREEN (STRIPE) HOOD, EXHAUST FAN AND MAKE 24 24 — RD/GN - RED/GREEN Revise and Resubmit ❑ UP AIR UNIT TO BE PROVIDED BY (STRIPE) CAPTIVE—AIRE OR APPROVED 12 x t 8 x 6 Box SIGNATURE EQUAL TO DESIGN CRITERIA SCHEDULED. Your Title Date DRAWN BY: XX PROJECT #: M - 10 - DRAWING NO.: BIEIR Z BUILDING ENGINEERING RESOURCES, INC. Progress Set 28 Main Street,Bldg.3A 1240 Pawtucket Avenue No.Easton,MA 02356 E.Providence.RI 02916 M 0 NOT FOR CONSTRUCTION Tel: (508)230-0260 Tel: (401)4354602 Fax: (508)230-0265 Fax: (401)435-4608 0�2}� BEROER-Engineenng.com www.ber­engineering.com !L L r TAMP: C1400 W o° o co op � Q 04 N 10 10 rti aS 0 0 O 00 L0L0 _ _ EXHAUST FAN SHALL BE SIMILAR TO U GREENHECK MODEL NUMBER G-131-A. U 1000 CFM 0 1" ESP. 208 VOLT, 3 Z PHASE POWER CONNECTION PROVIDED LU WITH TIME CLOCK. FAN SHALL RUN CONTINUOUS DURING THE HRS OF ELECTRIC UNIT HEATER SHALL BE �- OCCUPENCY. PROVIDE FAN WITH PITCHED SIMILAR TO 0-MARK, MODEL QCH, 1.5 UI KW COMPLETE WITH SURFACE MOUNTING � z ROOF CURB, MOTORIZED DAMPER AND SLEEVE (TYP 2) p � � DISCONNECT SWITCH. Z t- L0 � U a - z � o O O LU �P -- -- - -- - --- - - ---i20 p rJLU EG2 m Q p 120 2 -- ® E50 Lnj �e 12x12 12x12 EH-1 �B EG1 EG1 o >- �O 225 225 50 I 0 T 2x 12x12 E � w O 225 225 O O 10 O - -� w -- T I = O w w _ - w Q m g 0�2 I _ m O m LU Q WBP O zz Gx(o WOOD _ z z Q POST UP Q z Q EXHAUST FAN SHALL BE SIMILAR w O (n -- - TO GREENHECK MODEL G-085-D O 0 FAN. UNIT SHALL BE PROVIDED WITH DISCONNECT SWITCH, -- MOTORIZED DAMPER, WMBS ON OPEN END DUCT AND PITCHED O ROOF CURB. FAN SHALL BE Ly CONTROLLED BY CO, SENSOR IN SPACE. 0- I O1 GREASE UPBLAST EXHAUST FAN SHALL ALL EXHAUST EXPOSED EQUIPMENT BE SIMILAR TO CAPTIVE AIRE EXHAUST SHALL BE PROVIDED WITH TITLE: FAN. SEE SCHEDULE AND DETAIL SHEET ANTI-CORROSION TREATMENT FOR ADDITIONAL INFORMATION ON FAN APPROVED FOR SALTWATER, SALT AIR AND ACCESSORIES. ENVIRONMENTS. CONSULT MANUFACTURERS RECOMMENDATIONS. OSEE SCHEDULE AND DETAIL SHEET FOR ADDITIONAL INFORMATION ON HOOD MECHANICAL SELECTION AND ACCESSORIES. - - - - - - Q3 LOUVED EXTERIOR DOORS FOR MAKE UP FLOOR PLAN ---- - - - - - --- - AIR. MINIMUM FREE AREA SHALL BE 1 - - - - - - - - - - - - - SQUARE FOOT. COORDINATE LOUVER SIZE WITH ARCHITECT. DATE ISSUED: 05 . 03 . 2010 REVISIONS: DRAWN BY: XX FIRST FLOOR PLAN s PROJECT #: M - 10 - 5cale: I/4 I'-0N DRAWING NO.: BJEJR � Progress Set BUILDING ENGINEERING RESOURCES, 1 NC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue NOT FOR �`�S"TR�"T�H No.Easton,MA 02356 E.Providence.RI 02916 1 0 Tel: (508)230-0260 Tel: (401)435.4602 Fax: (508)230-0265 Fax: (401)435-4608 0�2�� BEROER-Engineering.com www.bcr,-ngi m6ng.com tL L CERTIFICATE OF ANALYSIS s: Barnstable County Health Laboratory (M-MA009) Recipient: Tom McKean Order No.: G21128308 Barnstable Health Dept- Re: Beach Samples Report Dated: 08/27/2021 200 Main:Street Submitter: BEACH PROGRAM : Public Hyannis, MA 02601 Description: Beach Sampling Program Laboratory ID#: 21128308-01 Matrix: Water-Surface Water Sample#: BaN1 Sampled: 08/23/2021 11:50 By: KW Collection Address: Millway Beach Received: 08/23/2021 14:00 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci 53 MPN/100mL 10 104 SM 9230B RG 08/23/2021 14:22 Laboratory ID#: 21128308-02 Matrix: Water-Surface Water Sample#: BaN2 Sampled: 08/23/2021 12:28 By: KW Collection Address:• Sandy Neck - -Received: 08/23/2021 14:00 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci 31 MPN/100mL 10 104 SM 9230B RG 08/23/2021 14:22 Laboratory ID#: 21128308-03 Matrix: Water-Surface Water Sample#: BaN3 Sampled: 08/23/2021 8:27 By: KW Collection Address: Hamblin Pond Received: 08/23/2021 14:00 By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. coil 231 MPN/100mL 1 235 SM 9223B RG 08/23/2021 14:58 Laboratory ID#: 21128308-04 Matrix: Water-Surface Water Sample#: BaN4 Sampled: 08/23/2021 11:19 By: KW Collection Address: Hathaway Pond Received: 08/23/2021 14:00. By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. coli 2.0 MPN/100mL 2 235 SM 9223B RG 08/23/2021 14:58 i ND=None Detectec RL = Reporting Limit MCL=Maximum p 9 m Contaminant Level 3195 Main Street, P0. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 of 2 e CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) Recipient: Tom McKean Order No.: G21128575 Barnstable Health Dept- Re: Beach Samples Report Dated: 09/02/2021 200 Main Street Submitter: BEACH PROGRAM: Public Hyannis, MA 02601 Description: Beach Sampling Program Laboratory ID#: 21128575-01 Matrix: Water-Surface Water Sample#: BaN1 Sampled: 08/30/2021 8:26 By: KW Collection Address: Millway Beach Received: 08/30/2021 14:00 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci <10 MPN/100mL 10 104 SM 9230B RG 08/30/2021 14:40 LaboratoryID#: 21128575-02 Matrix: Water-Surface Water Sample#: BaN2 Sampled: 08/30/2021 7:56 By: KW Collection Address:' Sandy Neck Received: 08/30/2021 14:00 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci <10 MPN/100ml- 10 104 SM 9230B RG 08/30/2021 14:40 Laboratory ID#: 21128575-03 Matrix: Water-Surface Water Sample#: BaN3 Sampled: 08/30/2021 13:26 By: KW Collection Address: Hamblin Pond Received: 08/30/2021 14:00 By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. coli 122.3 MPN/100ml- 1 235 SM 9223B RG 08/30/2021 15:24 Laboratory ID#: 21128575-04 Matrix: Water-Surface Water Sample#: BaN4 Sampled: 08/30/2021 9:44 By: KW Collection Address: Hathaway Pond Received: 08/30/2021 14:00 By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. coli <1 MPN/100mL 1 235 SM 9223B RG 08/30/2021 15:24 I ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, P0. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 of 2 CERTIFICATE OF ANALYSIS �O M Barnstable County Health Laboratory (M-MA009) Recipient: Tom McKean Order No.: G19116554 Barnstable Health Dept- Re: Beach Samples Report Dated: 08/30/2019 200 Main Street Submitter: BEACH PROGRAM: Public Hyannis, MA 02601 Description: Beach Sampling Program Laboratory ID#: 19116554-01 Matrix Water-Surface water Sample#: BaN1 Sampled: 08/26/2019 11:10 By: EC Collection Address: Millway Beach Received: 08/26/2019 13:08 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci 4 CFU/100mL 2 104 EPA 1600 RG 08/26/2019 14:30 Laboratory ID#: 19116554-02 Matrix: Water-Surface Water Sample#: BaN2 Sampled: 08/26/2019 11:44 By: EC Collection Address: Sandy Neck Received: 08/26/2019 13:08 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci <2 CFU/100mL 2 104 EPA 1600 RG 08/26/2019 14:30 Laboratory IN: 19116554-03 Matrix: Water-Surface Water Sample#: BaN3 Sampled: 08/26/2019 9:08 By: EC Collection Address: Hamblin Pond Received: 08/26/2019 13:08 By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. coli <4 CFU/100 mL 4 235 EPA 1603 RG 08/26/2019 14:20 Laboratory ID#: 19116554-04 Matrix: Water-Surface Water Sample#: BaN4 Sampled: 08/26/2019 10:03 By: EC Collection Address: Hathaway Pond Received: 08/26/2019 13:08 By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. coli 4 CFU/100 mL 4 235 EPA 1603 RG 08/26/2019 14:20 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 of 2 I f pF liq ��9 CERTIFICATE OF ANALYSIS Barnstable Count Health Laboratory M-MA009 ° Y rY � ) ,�y'ss fClti�� Recipient: Tom McKean Order No.: G19116284 Barnstable Health Dept- Re: Beach Samples Report Dated: 08/23/2019 200 Main Street Submitter: BEACH PROGRAM: Public Hyannis, MA 02601 Description: Beach Sampling Program Laboratory IN. 19116284-01 Matrix: Water-Surface Water Sample#: BaN1 Sampled: 08/19/2019 12:43 By: EC Collection Address: Millway Beach Received: 08/19/2019 13:30 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci 2 CFU/100mL 2 104 EPA 1600 RG 08/19/2019 15:12 Laboratory IN: 19116284-02 Matrix: Water-Surface Water Sample#: BaN2 Sampled: 08/19/2019 12:09 By: EC Collection Address: Sandy Neck Received: 08/19/2019 13:30 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci 6 CFU/100mL 2 104 EPA 1600 RG 08/19/2019 15:12 Laboratory ID#: 19116284-03 Matrix: Water-Surtace Water Sample#: BaN3 Sampled: 08/19/2019 8:54 By: EC Collection Address: Hamblin Pond Received: 08/19/2019 13:30 By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. coli 4 CFU/100 mL 4 235 EPA 1603 RG 08/19/2019 14:32 Laboratory ID#: 19116284-04 Matrix: Water-Surtace Water Sample#: BaN4 Sampled: 08/19/2019 10:00 By: EC Collection Address: Hathaway Pond Received: 08/19/2019 13:30 By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. coli 4 CFU/100 mL 4 235 EPA 1603 RG 08/19/2019 14:32 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 of 2 'aRv CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) 4�Ss t CFiUct�� Recipient: Tom McKean Order No.: G18109787 Barnstable Health Dept- Re: Beach Samples Report Dated: 08/31/2018 200 Main Street Submitter: BEACH PROGRAM: Public Hyannis, MA 02601 Description: Beach Sampling Program Laboratory ID#: 18109787-01 Matrix: Water-Surface Water Sample#: BaN1 Sampled: 08/27/2018 11:23 By: JC Collection Address: Millway Beach Received: 08/27/2018 11:40 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci 2 CFU/100mL .2 104 EPA 1600 RG 08/27/2018 13:04 Laboratory ID#: 18109787-02 Matrix: Water-Surface Water Sample#: BaN2 Sampled: 08/27/2018 8:02 By: JC Collection Address: :Sandy Neck_ Received: 08/27/2018 11:40 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci <2 CFU/100mL 2 104 EPA 1600 RG 08/27/2018 13:04 Laboratory ID#: 18109787-03 Matrix: Water-Surface Water Sample#: BaN3 Sampled: 08/27/2018 9:15 By; JC Collection Address: Hamblin Pcnd Received: 08/27/2018 11:40 By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. coli <4 CFU/100 mL 4 235 EPA 1603 RG 08/27/2018 12:53 Laboratory ID#: 18109787-04 Matrix: Water-Surface Water Sample#: BaN4 Sampled: 08/27/2018 10:18 By: JC Collection Address: Hathaway Pond Received: 08/27/2018 11:40 By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. coli 32 CFU/100 mL 4 235 EPA 1603 RG 08/27/2018 12:53 I ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 of 2 a CERTIFICATE OF ANALYSIS t� y Barnstable County Health Laboratory (M-MA009) Recipient: Tom McKean Order No.: G18109540 Barnstable Health Dept- Re: Beach Samples Report Dated: 08/24/2018 200 Main Street Submitter: BEACH PROGRAM: Public Hyannis, MA 02601 Description: Beach Sampling Program Laboratory ID#: 18109540-01 Matrix: Water-Surface Water Sample#: BaN1 Sampled: 08/20/2018 11:13 By: JC Collection Address: Millway Beach Received: 08/20/2018 11:30 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci 2 CFU/100mL 2 104 EPA 1600 RG 08/20/2018 13:08 Laboratory ID#: 18109540-02 Matrix: Water-Surface Water Sample#: BaN2 Sampled: 08/20/2018 7:58 By: JC Collection Address: '.,Sandy.Neck. - Received: 08/20/2018 11:30 By: Sample Location: Marine Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Enterococci 12 CFU/100mL 2 104 EPA 1600 RG 08/20/2018 13:08 Laboratory IN: 18109,540-03 Matrix: Water-Surface Water Sample#: BaN3 Sampled: 08/20/2018 9:08 By: JC Collection Address: Hamblin Pond Received: 08/20/2018 11:30 By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. Coll 8 CFU/100 mL 4 235 EPA 1603 RG 08/20/2018 12:53 Laboratory ID#: 18109540-04 Matrix: Water-Surface Water Sample#: BaN4 Sampled: 08/20/2018 10:08 By: JC Collection Address: Hathaway!Pond Received: 08/20/2018 11:30 " By: Sample Location: Fresh Turn Around: Standard Test Parameters ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME E. C011 8 CFU/100 mL 4 235 EPA 1603 RG 08/20/2018 12:53 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, P0. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 of 2