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HomeMy WebLinkAbout0154 MAIN ST./RTE 6A(W.BARN.) - Health 154 MAIN ST. /RT. 6, W.BARNSTAB. A= 197. 014 0 o p - o TOWN OF BARNSTABLE �pQ'THE OFFICE OF : 13 ST BOARD OF HEALTH MAO& p� 00 1639. `em 367 MAIN STREET HYANNIS, MASS. 02601 September 14, 1998 Natalie Lowell 1504 Route 6A P. O. Box 86 West Barnstable, MA 02668 Dear Ms. Lowell: You are granted variances to replace your onsite sewage disposal system at 1504 Route 6A, West Barnstable. The variances granted are as follows: 310 CMR 15.240 (11 Only two (2) feet of naturally occurring pervious soil will be provided below leaching facility, in lieu of the requirement to provide a minimum of four feet of pervious soil. Part VIII, Section 10.00: The leaching facility will be located only 73 feet away from the wetlands, in lieu of the 100 feet separation distance requirement. Part XII, Section 3.00: The leaching facility will be located only 115 feet away from a neighbor's well and 120 feet away from an onsite well, in lieu of the 150 feet separation distance required. These variances were granted because the existing leaching facility is failed and is in all probability sitting in the groundwater table. The replacement leaching facility will be located eight feet above the groundwater table. Therefore,the new system may alleviate a source of pollution to the groundwater table. Very truly yours, Susan G. Ras , R.S. Chairman Board of Health Town of Barnstable SGR/bcs lowell t. A dF tHE DATE t 1S FEE: 000 MASS& Town of Barnstable RE BY ArFO M�� Board of Health 367 Main Street,Hyannis MA 02601 Ofrce: 508-790-6265 Susan t7.Rask,R.S. FAX: 508-790-6304 Sumner Kauftm,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: /6e'1 Aaza7Zr &A w d�-S-T 6/M-Aces7-,+6GE Assessor's Map and Parcel Number: 19 7 ZI y Size of Lot: Wetlands Within 300 Ft. Yes X Subdivision Name: No Business Name: APELICANT CONTACT PERSON Name: Nri4 L/Cam' Go cJ��L Name: 5ny ' 'S, �E• Address: P0-60k'84, k,1-0tsT Address: 913 A"6- -&A , Yiprav Pa''�' Phone: SAS ?�-®98S Phone: FAX: FAX: VARIANCE FROM REGULATION(Lis(Reg.) REASON FOR VARIANCE(May attach irmore space needed) /{ VA-94 4ide C" /S e-6�v E571!�b 72� Ae mT,&7� ,4< -Towp HE-v t-TN /a 06 -Z06F 7Z> �'/Lo X!a-ttTY 7a uJ TZ A+v�g �e�vr�ayu p� 2E�u/,ze�� 4wz) w6e_e-s , —/V-c 5A:5 urtu 3 &761 s. Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no ree ror fireguard modiriation--is.grwe tap variance renewals(sane owner/learee only),"ide dining variance renewals(same ownedleuee only),and variences to repair railed sewage disposal systems(only it no expamion to the building proposedn Variance request submitted at least IS days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ I I EAGLE SURVEYING , INC. 923 Route 6A ., Yarmouthport, MA 02675 Telephone (508) 362-8132 / (508) 432-5333 Frank Whiting, P.L.S. Stephen A. Haas, P.E. August 24, 1998 Re : Title 5 Application- Natalie S . Lowell . 1504 Route 6A, e... Barnstable, MA To Whom It May concern: As an abutter to 1504 Route 6A, West Barnstable, MA please be advised that a request to review and revise previously set restriction has been filed with the Barnstable Board of Health for the existing septic system at the above mentioned address . Applicant : Natalie S . Lowell Address : P.O. Box 86 W. Barnstable, MA 02668 Project Location: Assessors Map 197, Parcel 14 Applicant ' s Agent : Stephen Haas Eagle Surveying, Inc . 923 Route 6A Yarmouthport, MA 02675 Public Hearing: 2nd Floor Barnstable Town hall Main Street Hyannis, MA 02601 Date : September 8, 1998 Time : 7 : OOP.M. Plans and application describing the proposed activity are on file with the Board of Health. ABUTTERS ' LIST TO 1504 Route 6A, West Barnstable NAME & MAILING ADDRESS Map Parcel 197 15 Robert L. Pogorelc P'.0. Box 186 W. Barnstable, MA 02668 40 Pasquale J. Russo P.O. Box 207 W 8arnstable, MA 02668 48 John M. Socha 1492 Route 6A W. Barnstable, MA 02668 9 Peter Owens 197 A. RR1 (1515 Route 6A) W. 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I 1. - I 'll , I I I - � 1 - � � -_ I I D I I I I I I I .I - � , � , ­ I I -1 I ND MATERIALS AND ,- . I "I. 11 . I 11 . - I I , .1 9 .9- - 1 1 1 1 1 1 1 1 11 11 I �,, � ,,�w I 1 � �, 0% ­�-; � 1. THE MA NUFA C TUR ER'S SPECIFICATIONS AND ,TITLE V REGULATIONS. , �� ' I I I I I . I � I 11 I I � . 660 GAL. I I -� , , I � � .I I � . I I � I I I I , BOTTOM L - ' tEXIST ll � I I ' . , . I �, I . I EACH FIELD: 98.j . _ , ­ . I I I � I � I I L I ,� I , :1 I 11 . � J. �1_ ALL 'CONSTRUCTION METHODS A I - I :, PUMP DISCHARGE SHALL BE`2. INCHES. PUMP SHOULD BE ABLE TO BE . . - I 1 96.2 : . 1 5 5 .1 I I . I ­ . . . I SEPTIC' TANK PROVIDED: /000 GAL ING) I �. � I I � I I I , I , I I , , ' ' , , ,���' . , , , ,� I I I I I I I � �� I � I 11 � I I � � I I I '­­ lll�,­_ ,�, , , . I � I .1 1,MA IN TENA AICE OF 5PTIC SYSTEM SHALL I , I " I I . ;, GA t I I I �", ""- � I 4 . � I - THE SE � I I � I 1 96.0 � 15*x, 30* LEACH FIELD � l I OBSERVED GROUND WATER: , , 94.3 1 11 L . I I., - I I I I I . � I � I I I I .1 I I I I 11 � . - I I � I I I I I I tJ OUTLET I I I I 1. ,�1.I '.; 7 . � I � . ,. I I I '''' ,-, ' 'TITLE 5 ANDLOCAL , ' DISCONNECTED 'AND LIFTED OUT OF' THEIPUOP CHAMBER I BY ,THE L 11FTING � � I I I i BAPFL , I . 11 I � I I I " I � I I I I I 11 , , ' . - . I . 1 1: : L CONFORM,TO.MA S S. D.E.P. � I CHA ' � I . � 1 � .I I D-BOX � I I I L I . ,�,, �'­:'­ -1" " � "� ,� 11 �l I . . I IN WITHOUT HAVING TO ENTER THE PUMP CHAMBER. I , I I I I . I - . I , I I I I ON 12119197 DURING INSPECTIONOF SOIL ABSORPTION S YS TEM REQUIRED: , , , I I ,"" , I� I . I � I L I I I I � � . I j . I - I I . -, - , - ,� , I � I BOARD OF HEALTH REGULA TI ONS. I I . I � . I I I I � I I I I I 11 I I I I- � I -;:,� I I , 1. ,- �, I .` I I I " I 11 I . I I . . � I I I 11 � I I I � I I I 11 I I I I I "%%%a I - I I I . I I SEPTIC S YS TEM . � I I DESIGN PERC RA TE f 5 A41NIINCH I - 11- 1 ',-�-I '� � , ", " 11 , I . 11 I I . . � . 1 I I I I I I I I I I , 1,,:�� . ,l , - - " I ." I � . I I I I I I I I I . I I I � I I /000 GAL I . . I I I I I I - I � - � I I . . . I 1, I I I I . I I I . . * I � 1, I SOIL TEXTURAL CLASS I ," _:� Z, " � 4. THE ALARM SHALL START AT 7HEIELEVATION SHOWN AND BE ' . � I . I I I I � . I I � I I I � �l '' I - 7 � I.", I - , I � I I I 11 I I - SEPTIC TANK I � I �,,�� I I . 4. ALL SEPTIC. SYSTEM COMPONENTS LOCATED UNDER I � I I -WA TER TI GHT AND .t I I I I I ,I�-j�I.,��,��' ", -1, � e N I . I I I I I � I . I I � . I EFFLUENT LOADING RATE - 0.74, GPDISF I � ! , . �� , � , . POWERED BY A CtRCUI T SEPARATE FROM THE PU14P POWER. , I I � I � � � I � � I I I I � - � I I � I ­­ -1 1. I I ,- I'll , I'� 11 I 'AREAS SU0JECT ,T6 VEHICULAR TRAFFIC OR.GREATER I I � . I I . I I , I I I FACTORY' WATERPROOFED I I I - � I " ­_ , , " I � � - 446 S.F. REQUIRED � I - 1 I ­ I I I I L I � I I � I - 330 GPD / 0. 74 GPDISF I ":, � ,� � I I � �, I I J* I . � . I I � I I I I � I I �- 1, I I � � ' L I 11 11 I.. THA N, IN DEPTH SHALL BE CAPABLE OF WI TH- . I I I . ,, I . I I I I � I � . L I 1�1 I I I � I �. ll� I , _� � 11 , I I � I �. . � . � I 11 I I I I, I .1 I � � I I I - ".­,, ,�,` :. I I ,L' � .I' 'I .1 I I I � � I , I I I I I � I 1 6' CRUSHED STONE BASE � I I ,, I I _,,tl - , - 1.1�� I 1. 11 STANDING H-20 WHEEL ,LOADS. I I I I � . � I - - I � I I I 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 . PROVIDED: /S'x 30* LEACH FIELD. 6* DEEP ,, ;l " I I . ''.. �. � I I . I � I � I I I I � I I I I I � 1, I I � � � I - - , I I I - 450 S.F. I I I I " 1 L , ,_ , :, I � I I I I I I I � ­ - �� I I I I I I AREA � I I . I � 1. - 5. I I I I I ' . I I - -, . . I -� I : I .�� I . I I � I , �' _ � ' ' � ­L� I '. E 40 OR � I I � I - I I . � � � I� , �'­, �1% I , � I � � I I .11 � I � . I 1� PROFILE : NOT TO SCALE I , I , " - I '1 _1 I I I . I � I I . ­ �j,�'�, ,,� � ". I . Q I I 2T MK I I � I I I t. I I ,, ,�_� : I I . � 11 I I I . I I I I I �7 ' _� I - I � I I . I � I � I I I I I I I I - - � " , I . - I I I � � � I I � 1"'." �., �,�, I �. .�'. . ��� L . I � I I I I � I I I I I , � 1. I � I I I I L � I I ; L 11 I ,� � . . _ �It, I I I I . . I . I I I I I - I- � � L 1, ,. I.". 1 6. SEPTIC TANK.- PUMP CHAMBER AND D-BOX SHALL BE I - � � I I L � I I I I I I SOIL TEST PIT DA TA & I I I I I �, %� , ,,- .l . . 11 .1 I : ­ � � I . I I I I - �l I -, '' I I . I � , I " 1, 1 . 1 , . . I I REINFORCED PRECAST CONCRETE., WATERTIGHT AND � I I � � I I I 11 , I � I � I I . � I v "', I'll I , .I �. �� I . ll� I � I � I I � I INDICATES � I � - �" ,'I 1, .., I . I � WATERPROOF. I I . . � . I � ,g INDICATES �7 1 1 1 11 I'll, 11 I � I I kl . I I \ / I \ / I I PERCOLATION -= OBSERVED I � . , I , i � �, � . I I . I I �,t.,I '!, I� I , ,I I I I I � I GA TE � _= . � 11 � I I I TEST GROUNDWATER I I , 1� IL I � . , , ­ 1:� _�_ I I � 1. . . I I � 4' PVC INLET I VAL VE I . I I I I � ,� , b �I I,I I " 'DIG 2' PVC OUTLET � I , I I I I I I I _l, 7. BEFORE-CONSTRUCTION CALL -SAFE'. �� - I I . I I ",, � � , , , �� I I I I . I I I EOW I N . I I � 4, �, 11 I I - I . I 1-688-DIO-SAFE AND THE LOCAL WATER DEPT. -_ I � - I � I � TP *1 P#9182 TP #2 1 � I I�, �­ I I,�� , , I k I �l . I I . , MERCURY FLOAT WEEP I � . I . I . . � I " ".., 11 �1111 . .. FOR LOCATI ' HOLE � I I I I I I . . 11 _ . I � . : ON OF UNDERGROUND UTILITIES. I SWITCHES I � I I I I �_I, _,� , ­ 1". I I A I I . I I I . -91.75 CHECK I I I I I I I .. I I . 0* ORIZON ' TEXTURE COLOR 96.2 ol COLOR 97.0 1 , , I � ;�� � , - , I I .. . ' ALARM ON VAL VE . I I N, I I ,� "', , _ : '' TERIAL [A A B,HORIZONS) �PUMP ON 93.se - I I I LOAMY IOYR L OAMY IOYR I . - . , ? - I - I ,�, 1: I, . ! I 8. ALL UNSUI TABLE MA I I . � I I -t, - - A � I .:",. � �� ,I,.,I � I I I �t, I . I ENCOUNTERED BELOW THE INVERT OF THE LEACHING I I pMp OFF 93.25 r I I . I ,\ I . I � A p SAND 312 P SAND 1 312 1 1 � I �. , � ­ . I I I I I % 1,` 11- :, I � , .1 . I I I . . � I I I N 11 20.. .......................................... - 96.5 16.. .......................................... - 95.7 1 , .� . I I -OF 5* PUMP � � . ., l � I I I 11 N I I I �I-�-,,�',", I 11�1, � I � �­ 11 I FACILITY TO BE REMOVED FOR A DISTANCE I " : I 1-1 11% I I I LOAMY I OYR I LOAMY I I OYR ' I 1, I � 11 � I , ­ ­ 1 �, I 1,� I AROUND AND REPLACED WITH SAND IN ACCORDANCE I I I I . 1% - , B - - B . I � � 14 '­ I I � � I I i- I I %, EOW 2 . �- SAND 316 SAND 316 - I � '. I �� ,,. ,, , I , I I . 1 1 1 1 � I 1% . �I :I: .".-I ot,'IL.� �,,�.I�" , � I I � - I I L - I I . 1, �c-_+,�- I 1 26'-1........................................ - 96.0 24*- ­­­...*­­­................... - 95.0 �I �� . I ,I . �­ "' I I I I I I I., .. okl . � I . .11" ' 'I . . I I � I I "---I- 1% 41 � � i LOAMY IOYR _ C I LOAMY IOYR I I � �_�. 7' ' . I T . I I � " N. I - c/ I I'll I � I � V, I . ., � I I I .� ., Nl_�,_<v MED-SAND 5116 9 MED-$A NO 518 11 ,��' " . �l � 1 9. HAYBALES ANDIOR SILT FENCE TO BE PLACED I I PUMP DETA IL :NOT TO SCALE 1�.11 N41. IP5 1 I t 11. � 11 . I I . I I I I . ­ I - I I 11 I I . I ALONG THE WORK LIA41T IF REQUIRED. - I . I 1-1 I., . � .,�_., � ­ .­ ,�, : � I M B . I I I I.11, \ EOW 3 1 1 � 56*. ......................................I----- 93.5 48.. .......................................... - .93.0 . " - I I I .1 I I I , ,I � �l I I I � I .1 \ 1.1. I -. I � ,I I . � � I .1.1 I \ � SILT LOAM 5Y SILT LOAM 5Y -.1 1, I I. � 1 . : I I � . . I . WATERTIGHT AND WATERPROOF I I .111, I - \ .. � 4P I . I I - C2 - - C2 - � , I I'll : 11 4 1 . I I I . \ ____ �� I I � I I I L �_ CLA Y 611 1 CLA Y 611 1 � . � I . I � 1�t � � 4�', _ � I I I 11 � I - . I I � I I I � I � \\ 71. 90-- 5Z ................................... -, 90.7 76- V ..................................­ go.7 I � "I 1 , A I � : I . I I I I I - I 11 I t. - I � � . *:=- GRA vEL IOYR I .,:, . � ­ � I . I � I . � ,­ , 'I , ��, ,�I I I . I I 7 GRA VEL I IOYR - - - - � �:,_ , �, � , �_ '1111­11 . 1 � L I I � 11 I L L - I � I . . � I - C3 416 - C3 1 416 . � I �l , 11 . '' I I I . I I I I . <(\ I � � I I I : . 11 I . I � � , I ,� I � "I", " � . � � I � I . .....s....................................- 90.4 84.. .......................................... - 90.0 1. ,�,� , , � L ,� � I � I . I . I I - 1 94' 1 , I I . ­ I I I 1� I 11 - I I � � . I � � : . - I . � I I 10 I I I '.�. I � I I � I I CLA Y 5Y CLA Y SY I I I I'I I� . I I I 11 I I I . . I 11 I +94.9 1 . I - C4 - - C4 I I L �. . I . 1 411 1 411 1, I I, ,t'L I' ll � I ­ I I I . �% I I I 0. I . I * r 87.2 132' 1- 86.0 11 � ­ , 1- I I .�l fl*,- *, ' -, I , . . I I � I � I % � I "._ll \ . I 1 132- � I I �:"1, � �1, I I .�, � � I I I I � +94.3 .-.� \\ I I I I �I I I I. I ,�,- � I I I I I I % �l � . I I I I I'�- , I � I . . Al I I I I DATE: JUL Y 7. 1998 1 .. �� 'I, I , , I . I I I k . �l-1 \ I I I . ;� I _�_ , , " I I I I I I .1 \ I I ,,,,"' .1 I I � - 11 I . . I I 1 . I k , I �,�_ .vf I I � TEST BY: STEPHEN HAAS I ,,,,�1, . . �11- 'I .,i �l I I I (O - \ I� I �,�,._� lj� \\ I . I I � I I e_ . WITNESSED BY: JERRY DUNNING _,_ " �1, I I � . I 4 I \ ., I I \ I I � " 11 �1:1 I,;­�'I,,I I�­ I I I I I � I . I � \ I I I . I , ,., \ I PERC RATE: ( 4 MINIINCH I I L _ � I � . 1 I I . � 1, � � I - :::__-___,mo L \ � . . 1. �., I" , I ''1 , 11 I I 1�_ I I � %-- I I __.::!:�� . . -_ \ . I . ,"�­ 1. I � . I . --- _L___ \ I � I 11 � . � I , 1. , , ., '' 1. - � - . 1 I . I I --- 1%. \ I � . I I ,� . 1 � , . I �-_ I - I ", , , , ;� � I WaL � . - --:--:'- . __�_ I \ . I I I I � � I I I I . 1,I ," . I I � � 95.4+ _�'�' %. I I I - � \ I . 4 ,,, . � - . (PER OWMER) � % __� . "L. I I � I—. . I I . \ I � ,� �! . I I � . I . I - �I I I 11 I : .. - \ I I" . I ; ,� .1 � I I I .. 1:. I \ . �, � . I � . I : . _ls I - 1 � ., F . :_�p \ � � � , , � I � k : 1. -_,k I I," ,%,f,l �'l- . . 1 . L I I I I �1_ . . 11 .... I - \ I - �, ,- - � __ . . -Ir . ,, ,-., , � - . .. . � - \ I I I I . 11 . I I I I . . _. *L �11 I � � 1 ­ I se, .___- - . %.., \ ''..' ', ­­�.".__ I � I I 1 -4 _ .: . � _!�l \ 11 " , 11 _.______,L_ -I . I I I� . . I I I I : . ... - :,?6.2 - � \ I I I , , I I I . . . �r 1�. I I ,'1� � I I I .... . .. .. 'L L 1ANCE � . . �1. I I I z . . I I ls.ti... . I ..... . le \ : \\ I I I 1. I . .. . � 0 - � 11 I . . .... .. . � \ : - TEMS � . .11; 1, I I I I I I I - - .,.. I .... ...... e, I - \ * 1, - \\ I TITLE 5.1 SECTION 15.240: (I) SOIL ABSORPTION SYS - , 1, ,� � � - I I I ­ . ,-----,---- I SOIL REMOVAL lo 1-11%te I lo. - .: � .----,- -A VARIANCE. IS-REOUFSTED TO ALLOW -A- Y!AUM�1" OPt,2 FF-T -------- *:,"ll � ­­­ .I I " I 1� .� .., . I s- -11 VENT : \ I ­ --- I - I I I ­ - - 1 - _ ,-, + I - I F �V­ . , � I 11 s -� - � 0' . u \ - 11 I � . .. - o ,, ,.,!,, , \ � I- 1� '_ - - I I " � 11 � . I : I ex - SEr NOTE 8. , I "�, �'14, '.ol 11 :: I OF PERVIOUS MATLE'RIAL BELOW THE LEACHING SY`STE�M. - 11 � I - - , . % 111 � . - � I , 4.�, --- .� I..,", I ID" � � '' I ": I \\ I '� :" , , ,+� , �4.;, I "-, \sv,�,� --,-- I I 11 I I I I � v , " .1 ,_ - I- 1_% \ � ." I� � - .111, , I I J,.'rll 11 . 1�.-,.x,, , ,".e., u. I �:\ 11.1 � , REGULATIONS. I � 1 I .1 _s I I " � 94*8 TOWN OF BARNSTABLE HEALTH I � I . I I 1, - - I -e , . - I 1\ . I �� , ' ' , I I � � I IV* . � ;�,, - V ., \ .1 I%- . / I . I I :'' � I � 1 . ,. � .. VM-NW COR BULK I I ."'e-', \-; " : \ EOW 12 , - I � I . I � I ­ I I ,;,' , �96.6 z I . / � I SECTION /,.00: 100' IS REQUIRED BETWEEN THE LEACHING I . . I . I I - ..; , �. ;,�� � , , I � ", i , . - . I I ': � I ,. I I .. I EL-99.46 � I I D-BOX .1 ", � � ..06 � � I I I 1,,'-' IL I I I I . � . ­;.,,- Ilk I � TP#2 . - 41 / . SYSTEM AND THE WETLANDS. 78* /S PROPOSED AT THE NEAREST 11 _ I I I I I I � ____ � \_ q 'L .�. - : I . � . I ­_ ""�, . I 1 , ­ I I I , -_ - ;.4, 1 " - . I I / , . � , I I I �I ___ - -- ',��, I "I'll . :, / 83-,* � I . I � ',-, , �' � , . .----- I � 11 ,� . / POINT. A Q . - ,,, -,",,,�,., I I I I I I I "I - . I � I I I ��'�, ! !4 ,%\ I . .7 1 / I I I 1.I I ,., , � I I I I , , \ I .f. � I I � t I 1 , I : I I I I / I PLw ,� �;��7-1 TP#l, I '_\ . .7 1 1 150' IS REQUIRED BETWEEN THE LEACHING SYSTEM AND WELLS. I 'I,I 11 � 1. �11 - � I I I I I - / I I I I 11 I�­ I !�%!�- � .. .. Z* I / / � I I I MMBER 1�,�,�� .\ . I � I I � CHAMBER ,t' � __ / , � � .1-1 I . / , I � , ,� .. I . . - I 1 120' AND 115* ARE PROPOSED. VARIANCES OF 30' AND 35' � '' I -I�� - I �, , I I I 1 7.0.t I .1 * ,q . . .:, I /I � I � �, I 11 � I I I � I.. I I I I . /#� I \ I � 98.8 � . I ... , , , ..\ .. ___7 1 1 Q I I ,+ �, . I / � , I" . I L OT I � I .. I � 11 I I I I I I I EXISTINO I ... ,, ..\ _�__�l I � � : -, . , I - I .1 � I 1 . �,I I I I I . I I / , *' .�_ I I I ,;I - . � �l . " . I 1000 OAL. . A. .. - 1. EOW 11 56. 700-t S.F. I I + ,. � r I � I .. .1 I � I I I I I - . . `__� , I *\ I I I I , , - I ," . . i -, . _� I � ,� ,, , .1 �r � � SEPTIC TANK ­1` L * - \ \ 1. I , ' ' I � - I I / 1. 11 ,��, �. . .f. -.� . I I I ,I ��t I � I � � I , I �,,,�-, . .� -_-._� I - -* I :,;�, �I i / � I . \ ** .. k I I I 11 I it"'; - I I I I � I � / I I � I . .. .4% _��T . \ I I I- * * : - I I I � . I I I - ' � .. #___ .1 .., "I - - � � I - I � I I .1, . 11 I I / I 1. . ---<1 " -4 . I I I , ­ I , - , I I I WELL I .11 . - 10 _* 1� I "I�lp , _ �i . . ­ � � I 0 tO 98.6 ...�._ I. N ..s% . I-"�_t I I .. I I . . 1 I I � / -6 V 0 I �__. L'** I � _1 - " , .I I I I '' --�0 I I �_ +97.3 .-*L- \ I I I I� ��',� " , . / ,% 0� I 11 I ,I-11, " �; _- � I . � / - ( I% I �sxs 'D I x I _.�_ . .... *%, I � \ � � I I , � *_11 -11 � � I I . , � I I ,. - � , - _ . 91 � � . . .�, \ I � I , , " 11 I . I I .I I \ I I . ___r . .. . %, � - I I . I I I I � .�l � * -.1, �,' , I I s - "I \ I , �z`,_,,, I,", ,I�, I.ll� �' I . 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