HomeMy WebLinkAbout0253 WHISTLEBERRY DRIVE - Health (2) 253 WHISTLEBERRY DR.
MARSTONS MILLS
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TOWN OF BARNSTABLE
LOCATION ' ALL/, /:5� '�ld�/' ��c, SEWAGE # oZi�v^C�
VRLLAGE '� ASSESSOR'S MAP & LOT_ ;Z; iY
INSTALLER'S.NAME&PHONE NO.
SEPTIC TANK CAPACITYis
LEACHING FACILITY: (type) S/ (size)
NO. OF BEDROOMS Y
B T iTT.DER OROANER
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PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
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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
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y No. DD Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS f
01pprication for Miqu ar 6pgtem Conotruction Permit
Application for a Permit to Construct()Q Repair( )Upgrade( )Abandon( ) ;Kcomplete System ❑Individual Components
Location Address or Lot No. 25 3 W$41 s ree6rx-41 T>4—. Owner's Name,Address and Tel.No.(606)
4
Assessor's Map/Parcel
pus cr A�tA- G
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (-TO$)7 7 g
77'I'.0 dart 6/t ccse 1F T L.
g 7 2eu 7-W Z.S
W. Art4,4 o ✓i,k /4- 4D Z 6 7
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size '1 759 sq.ft. Garbage Grinder
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3340 gallons per day. Calculated daily flow gallons.
Plan Date 41 r Z-(200 a Number of sheets i Revision Date
Title ,S D,Spa sAc_ 5:'.sT91AA D ge'S C&#Q
Size of Septic Tank GS'O d G^rL Type of S.A.S. �tE't i7 b CF�,�1-wLi�E 3
Description of Soil Sg'E
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure th construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions o itl of the ironmental Code and not to place the system in operation until a Certifi-
cate of Compliance has bee u i Bo do e
Signe - - e Date
Application Approved by- Date D
Application Disapproved for the following reason
Permit No. Date Issued
No.
Fee .
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer ,
�es
PU,BtiC HEALTH DIVISION -TOWN,.OF BARNSTABLE, MASSACHUSETTS
ZIpp icatton for �Digpaaf *p tem Conmruction Permit
Application for a Permit to Construct(*Repair( )Upgrade( )Abandon( ) .Complete System ❑Individual Components
�� �Sre���.1�.
Location Address or Lot No. 2-:5 3 � 7 1'>2. Owner's Name,Address and Tel.No.(:3 D t5 `j c
►11 iL ivn/5 /n , a s /1n A 5A0,0A-R C'L.,J�Lis
Assessor's Map/Parcel cat.G T 4:/L. 2 o/+�
6 Z_ / A 6
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
W. /-AkL 04ie2. A CJ ? 67
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 911,7T9 sq.ft. Garbage Grinder( �'
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 330 gallons per day. Calculated daily flow gallons.
Plan Date A 4,1 Z- 1 A o Number of sheets 1 Revision Date
Title .StLc,e A' 66 1- 7'ej,, DES r
« Size of Septic Tank 1560 &AL- l Type of S.A.S. L Ac:.rf i i< C tIA a.A ae--W 5
Description of Soil PL/A,-J 3`1 M )
Nature of Repairs or Alterations(Answer when applicable)
i
Date last inspected:
Agreement:
The undersigned agrees e�th G struction and��aXt�aWgj the 4Wge descr* on-site sewage disposal system
inAccordance with the provisi ifl o the �ironrfiental Code and not to place the system in operation until a Certifi-
cate of Compliance has bR'4, Bo d of e
Sign DateApplication Approved byt Date
Application Disapproved for the following reason
i
Permit No. J Date Issuedlvy -
)
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CER , that the On-site Sewage Disposal System Constructed( Repaired( )Upgraded( )
Abandoned( )by /
at z &.,✓^/ has e constructed in accordance
with the provisions of Title 5 and the for Disposal System 6 onstruction Permit No. dated Z Z yo .
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the syst ill fuZ.sr&designe
Date s -d Inspector
Iry
Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Mtgoga[ *pgtem Conotructtott Permit
Permission is hereby granted to Constructe epair( )Upgrade( )Abandon( )
System located at Z S iIf Alf,4
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction m st a completed within three years of the date of2�'fi
mit.Date: -> Approved byf
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�. .. . � i I 9 r��-v-- ',`';", '.,.,,,-.,,":��,., "".�, , . it . I SHALL APPLY. . .. , . � I - I - VC I I I I . - � 0 , .� !, ! I
_ - I I -" I I.,�;_:,._,_ ��_�_-._ 11 � . . � - I I . � ..� � . 1 0 1 . . .11
I � """", � , - L * T TRAVELED WAYS WHEREIN H-20 LO)ADING PIPE 01 11 � I � 11 . .� 1. I I I 11 .
ll� I .,�:,1�1'1.��',,'�: '_'�` � I I . P'C BAMER . UNLESS UNDER PAVEMENT, DRIVES OR 4" P
11 �.11 I I
� �`"'``,�,_..�, ''�,-��,�,,�,xi," 1 3. ALL PIPE CONNECTIONS AND CONCRETE I . . - . 0 1 . I .
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� 11 - - . I I _.L I�_� . " 1_�, .. I,"I . . CONSTRUCTION SHALL BE WATERTIGHT. 1. I I lt�. T , o& 0 . I �I I I I�
. . 11 �:�� ` I . 0 0 0 000 0 0 0 0 0;5,0 0 400 0 0 0 1 . I "', .
11 . 11 . ,ki;�,,_ _lq7 . I I I - I . 1 %
�� -SUBSOIL" I -- � I I � . � I 11:
� I , :, . 2'_ � I _0 0 000,00000*000*-O0000000 - I I 11 �
� 2p- I I � �� , . . . I . _($�' 15" , SHALL APPLY. I t an 0 0 0-0 0 0 0 0 0 0 0 0 ' 'I ,�
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I I :, ., " "', � , . I . . 1 4. FILLALL UNUSED KNOCKOUTS WITH . . . . 1_1 _'TT _($� 1 � I t �, ,..� L
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,1� .�. ', � . :1 �l � "''-1'' ' 36 1� - MORTAR. - ' � I * DIA C.I. (6 HOLE COVERS , - -� - \ Ll 1 2. PROVIDE INLET TEE OR BAFFLE WHERE" : � 11 - 1 46 I I ' ll I GENERAL NOTES: I I I � I I �ibi
I � :.,�:, 1, " ft -2-24' .
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.� 'I- 31, 31- BROUGHT TO FINISH GRADE ,,16"', ,.'5,5* 'OUTLETS 8* '...'" Im 11 � I 1. 1. I � ' l." �
. � . I
I EL = 81.1, '' I I TEE TO BE UNDER ' I 11 - _. - I : ,SLOPE OF PIPE EXCEEDS 0.08 FT. , I I I j "Ill' I I . . � ,1. THIS PLAN IS FOR DESIGN AND ',' ' �, V .�, 11.1
I I . .- I
� : . I I I . I . I M.H. OPENING - , I IN. I I I I - . .%.'.,%�--*A,"i��._A A.j�la"�Tj I . I IN PUMPED SYSTEM. I � I PLAN VIEW - LEACHING I � - 1 - 11 "I ��, - I_�
I 9 0 0 0 1 1 11 I I
C 4p- I 'Ci�EMR I . I . I �
I � I I I - I i . , � I I . CONSTRUCTION OF THE SEWAGE . I I I .X,
, r I I 4*- 1. � I I , 3* 1 I I - . I I . � . � � I I I I , I I 11 . I- I I � � L�'
I I I . I � - - 4C. all/ ____lq I �ry 1 2- 1 ' -1 .1 ill. 11,11 , I I - I 11 DISPOSAL FACILITY ONLY. 5 L I I I
I A� .z - FEET OF PIPE OUT OF DIST. , S L L I I � �
1
58- 1 59- � . I RAISE = I . -4- 1 ' BOTTOM ON LE - I 1 3. FIRST TWO I LOAM & SEED DISTURBED .AREA 2. ALL CMSTRU01ION 'METHODS AND ' � "�'
. 11 . I - 1. F I , `q�'Al BOX TO BE LAID LEVEL , � I -_ I I � I I I -
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11 � - - lo,-6" MH X � . I" �6" MIN 3/4' TO , I � , I � 11 . 11 .
. I 11 I � I . I SEWER BRICK � .6. .1. �- STABLE BASE . . ,/////Z/ - I MATERIALS SHALL CONFORM TO MASS. I 1 � 11
. I 11 I
�- - 66 1 .1 K .6*. -4. 1--!.�-,0 ..*, F_ - I /// 77 ////////// . I , . . "
I � . I I - - -_ - 100-0. I � . � - 1/2' CAUSHED PIPE CONNECTIONS AND CONCRETE / "" I � . D.E.P TITLE 5 AND LOCAL BOARD � I � � I � �11
1 60- MEDIUM 6#- * 11 CROSS-SEC11ON 1 4.' ALL 2"MINI M I I � I �. � .
,� I I . .. I NORMAL' WATER LEVEL 12* if 4 1 i. - STONE BASE 'CONSTRUCTION SHALL BE WATERTIGHT. 3pl-MAX. CQ;MEPACTED FILL '36" MAMMUM, 1 1 . I I I I OF HEALTH REGULATIONS. . ' � -I 11 I I- � �I�.
, � I 11
�. I I .1 I I . - I . 0 0 0 0 0 00 o 0 0 . I I �11
.� I I L_/ � I .0 I 1 ;5.- � 1. � . � I 0 0 - . ol 0 0 - 3' LAYER I 3. ALL PIPES LOCATED UNDER PAVEMENT ',_ � 1
7'- SAND & 7#- . -.0 1: 3- .. . -- 0 0 0 0 000 " - , 0 01600 0 0 1 1 . - I I I�.
. . - \--L-/ \--L-/ \_j__j 5. FILL ALL UNUSED KNOCKOUTS WITHI MORTAR. . . �
� �- . I.' 10" 4- '-:9 i I I . I IGH . 000 , 0 . PEASTONE I OR TRAVELED WAY SHALL BE SCHEDULk .' 71",I I "I i.�
80 PRECAST SEP71C TANK i, . . I , ,I
� � - I I . . I . . 0 CID , - QUL . . _1 . I .�
1, �; I � T NSI REMOVE ,I . I 11 � . I
I I 1 8p- GRAVEL � W INLET TEE -L- -1 4'-9" 30 1/2-- . 0 0 �O I I . � . . 1". I
i .. I . . . -I �1 At- " � 30" 24" �00 ,PO E" 0 � ,UNSUITABLE 4. THERE ARE NO KNOWN PRIVATE WELLS - � , ll � �
.
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1'1� . mix V-20 40-6" - � I . -4" . EFFEC. 0000 INFILTRATOR,3050 0 0 MATERIAL FOR LOCATED WITHIN 150 FT. OFTHE I I 1, :� . " "I
� I ) C � f� 4`-Ow MIN. I wBm(w ( C? . 5! ALL AROUND .1 PROPOSED LEACHING FACILITY NOR" ,, �' -
I . I � I -A :_' LIQUID DEPTH- OUTLO Tm .., 1 15 1/2*- ) . � LEACHING , 10 I % I I '. 111
-
1. I I (D I 0 C I .�. (GAS CONTm) ;t- - I 0 IF APPLICABLE I ANY KNOWN WELLS PROPOSED WITHIN ' . , , ' '�
I � , I
I 10' I 10'- V-8- 2 - I I � t It 0 , 0 � 1 150' OF ANY KNOWN LEACHING FACILITY. : . .
:, ,, , 1, I � INDICATES � .;; I I : 1 -.1 PRECAST DIST. i 1,111 `1111 I I -,*,-* I � .,� I ' 'I
I � , � I 1, I � .. I llrl:,� 11 '"'V'-'- _. -�..-//--,41lz � I . 1 � ,
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I p . I I I a :., I . I I 1 :6- � I BOX I � 7777z . 11 3/4" - 1 1/2" 15. WITHIN LIMIT OF EXCAVATION REMOVE- , 11' , " I�..
'
" � - V OBSERVED . I I I -, I I k, I I " - I .
11 ll'- __.� I - v ..� , I . . . I i I -1 47" [=_- , - I I I .� 11
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I WATER I = ALL TOPSOIL, SUBSOIL AND OTHER - � I, .�
.. ,--i�- :'. '.;��.:.,:'!i.:*,: ?�s%-_-..f.-V,";:.!--*,*,.�-:: ::,;I ! - � 50 , 47" WASHED STONE � . I
� . � I I I /--% . f_n _�ij --_ut;;� -, - I I /-r-\ /-r-\ /-r-%. I : 0 � I . IMPERVIOUS MATERIAL. 11 .1 ''I , , � -
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I -
I � 129- � 12 - 1 1 � I I V L a � I 1 12 - I I - �'. I I.. 1. : I- I � ''.
I 1 71.5' - . . BOTTOM ON LEVEL�STABLE BASE tkl 3 � I I . - �
I � � �V-411 .
, I I I I I � . 0 � _� I 1� I
,_
� � I . � � I ' 150" INDICATES , I PLAN VIEW lz 171/4 ,� I I I - 22' . ' I - I 1.6. REPLACE WITH CLEAN WASHED SAND '; I I . I
.
I DATE: I DATE: � 6" MIN. 3/4* TO__/A��4'�10 &""- ' �y I I R SOILS � .. I. .., I.1 I q
� -I 11 3/28/85 3/28/85 -v ESTIMATED ,' . 1 - I I 1 1/2- STONE I , CROSS-SECTION VIEW '04' 'Z:�' PLAN VIEW I . CROSS-SECTION OF CHAMBER I . I L I I .,
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� 11 .=- SEASONAL HIGH - I � - I . I I � I _. I CONFORMING TO THE FOLLOWING � . I � � .-
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p1l . i I � TEST BY: TEST BY- I � . I I � I I I I I � I I SIEVE ANALYSIS: I I � , .I 11 1.
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� � L� .- I I . ARROW ENGINEERING ARROW ENGINEERING � . L I I . ,� . I I : I � . I .1 I . I I . . 10% (MAX) BY Wr. SHALL. . - "I . I 11 �. I'll
� I I . . . I I . . I . � : . I '' I PASS No. 50 SIEVE I . I � 11 1.
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I _� - I TOWN OF .BARNSTABLE WITNESSED BY. r Im - I 11 I � � . I I 11. ;i. ,�.I
I i <10 X OF No. 4 SIEVE SHALL, , , ,
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� I I I � I INDICATES I I I � � I I � - PASS No. 100 I I �. �
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I - � L I I I I 1 -<5 % OF No. 4 SIEVE SHALL _ " " � . I 11
: ,. . . I PERC. RATE: , I � I PERC.' RATE: PERC. � � I I I i . � I I I I I � L I I I I :1 �'':.I",
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1. ' . I I � . ! I DESIGN FLOW: ' t, I I PASS No. 200 , , ''�, I I ll�
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1,'' I 1 2 . I 1 2 MIN./INCH I . I I I � ! I I I : 11 I . I . : 1, 11 . , � � I I �
.�,:;� I I I - MIN./INCH I I I � � I I L . I I . I I I I I I � I �,, UNIFORMITY COEMCIENT 'O No. 41 1 1 1.I I I� .� �I
. . ,� � ,
,I 1, I � I I *A-AA 1 3 BEDROOMS AT110G.P.B./D 330 G.P.D. SIEVE ,</-6.0 , , � I- L , ' '
.,I I.,� � I I I SOIL EVALUATOR ' SOIL EVALUATOR . I I I L I I . I .. .-%"A OF Atli A.,q . 11 . - I 1 . I I 1, � . 1 11 � '� I_. 'I , I I I I ,I I
�� " 11 .1 N/A N/A I I I . 11 I � I � I i I ., , � 11 I -- 7. EXISTING UTILITIES WHERE SHOWN , 1 .11 I L-1
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.1 I I I 11 . N , . � IN THE DRAWINGS ARE APPROXIMATE.� : I
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I-L .� I I SOIL CLASS: . SOIL CLASS: I UNSUITABLE I I . rpm,k , 11 . - , , ,� �
, ' " I . I I I . � . I THE CONTRACTOR ,SHALL BE RESPON
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- I . . . , MATERIAL : I I . I . 1 119 F;r-D 11 4.tt"j. I . I I '.1 I I I � I � I I
. : . I I 1 I I I-L I L I SIBLE FOR PROPERLY LOCATING AND I
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L .. .� I . I I I I I . . I . I 11 vq0.as,^ 11 I .
- 11 I I � I I � . � . - . � � . I . "I I REQUIRED SEPTIC TANK: I I COORDINATING T14E PROPOSED CON- I: - 1.I I
,
I , I I ! I I . I 1 I. �, I I . I I I - � �
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. L .1 . ; . .. � .*. ��I,?' . I . . STRUCTION ACTIVITYWITH DIG-SAFE � . I .
I i�.�_\"";�e, ,',/� � � = � 660 GAL. � '' , :
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I . � I I I I , " t6o� - - . I AND THE APPLICABLE UTILITY . 7 .�, 1. I
., I I I I � � I �, �, COMPANY AND MAINTAINING THE ,� I � I .
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I 1 0.74 G.P.D./SQ.FL, I I 1 0.74 I I I I � - = 1500 AL. ! I i. - �
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I I I . I I I i I I Of -10,_�� SEPTIC TANK PROVIDED. -
:. � _ I W� , I I 1, I � I . � I I � EXISTING UTILITY SYSTEM IN SERVICE. � " 11���1.I
. . _� I � . 1 - I 11 � I . ., . I. 11 i
-� . 1 . I . � I � I I ! I I I I lq?, L I I I - I I 1� I'll I ,I . ,, -SAFE SHALL BE NOTIFIED PER : - ` � I `
I � I � I . ,�� I . . d � I I . DIG I , I � �_
I I I I I . . I . I i . I I . - - , I 11 � : " , 1, "��11
,, I 11 I I I . � . I I � ' ' I I I I ! I � I I I : - & . 00 2 , , . I . 1, � ,THE STATE OF MASSACHUSETTS L, . � . ",,l
� I I I I I I I i * ., � I I .1 I � ''. 11 . 1;
.i.11.. I I I DATUM: I I I i � . L _r. I I I I I 21 L I � I STATUTE,CHAPTER 82,'SECTION 409 - . 1 , , 1� � ,
I . I \a �� '
- 1. I . I � L=654.35, ' ' I 4/z 1 ' � � � �,, .,: 1,
,I- . �. I I . ! � I . "I � . . ' 'I SIZE I OF LEACHING FACILITY. REQUIRED: AT TEL 1-888-344-7233. THE - - I I I ...:_
- VER11CAL DATUM: ASSUMED � p � I � . I 1 . � - 1 . . I I � I I ,� ., 1�.�
�l 11. I I I . I I I � . .I 1 ?,=50.00 "I, I N/F . ., � . ENGINEER DOES NOT GUARANTEE � 'I-, ' 1 I
!",�� : I . I � I � !!!l1i . I I I TE.- <2 .. . . .11 � I
, . . *\S . MIN./ INCH ", 1, �
I - 1111111, 11 I I',, I
.� 1� .-THEIR ACCURAC ' i - .
I I I BENCH MARK SET: NAIL SET IN BITUMINUOUS CONCRETE. ELEV 91.29' 1 1 � - ll, LEON & BESSIE BRILL I I I . . I
. I I I � ,; � Y OR THAT ALL I
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I'-I , � I . I . . .. . I LONG TERM APPL. RATE 0.74 G.P.D/S.F. I UTILITIES AND'SUBSURFACE STRUCTURES �, I . ". .
I"� I I I � I . I � ll� 1 . I . L I - I I . . ,
�I 11 . � I � I i � I I .-I 1�1 . I *N � I I � PARCEL 13 1 1 1 1 1 1 ll� 11 . - I I ARE SHOWN. LOCATIONS AND _� -1. . .. .,
� � I . q I - I . � I
,I- , I I I . . I I . 11-1 *1-1 . I .." ,� I "I I � I 1. I � I . . ELEVATIONS OF.UNDERGROUND UTILITIES I I. .I I., 1,� ;
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I � � I � I ,. I L I . I . 1%, I/ . I "I - I � I . 1 I I I I �,11 . � I I I TAKEN FROM RECORD PLANS.,THE , - I � : '
'I", ,. I I I � I � . I I'll- (�lt llll�" LOT 1 E�� �l-1-1 10,�;X��- I � � - : . ____- . I . .
. 11 .I I I I I I .1-11 \ el ,,,., . � � , � - �' `.
. ..� I � I I . I . . I � � � I . Q), . .., ll� -_ I . - 11 IL I I I � - I CONTRACTOR SHALL VERIFY SlZE,_ , 1 '� � � ��, "!� - "',
L 11 . I I PROFILE: ' NOT TO SCALE . i I I rl , 4gp759± S.F. I . 86.3' ,O�, �� ", I I I � . . I LOCATION AND INVERTS OF UTILITIES , ,,-,. _ I ��� , �
I I I . I � I 10 , . I I I . i I I I I I �l I , I I I I j�
1. I . . � �l ! � I & I -
i", I I �l I I I I I I I . I I 11 . -4 . / � I x . , 1: � ,._��'>�, I � I . L�,,, -,, - I ; I I � I . AND STRUCTURES AS REOUIRED PRIOR , ' 11 �- ': ,
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, ,- I � I . Q:- I , � I I I � I SIZE OF LEACHING FACILITY PROVIDED: , I "TO THE START OF CONSTRUCTION. � " " _%
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:`:�' , . I EL-A . I � � I I / I . :--_� I I I . � i I I I � I . � � I I . , ;, ': "o"
. . ,;, I FIRST PIPE LENGTH I I --- I . . L . I � I : I I 11 I �1111 I .1 .1 . 11 � L,,I � I � I 11 � 11 I 1 . ,� ,
, I �. /TOP FOUNDATION � I I // I , �_ . ! I I I � , I . �, I I .
I I . CONCRETE COVERS TO WITHIN TO BE SET LEVEL I / , 1_�, 1. a � IL �� ,1� .--, I : � . 1 � 11 � I � - I '� I
,� I I k I I I OF 330 GPD + 0,74' SF/GPD = 446 S.F. ' il, �" I�!", �'.
11 � .1 �_ - 1, I 1 %
I ,1 I IEL=84 1 FOR MIN. 2' , . / � ' . I I 1000 .I , � � I I I . 1 I ,_ , ll -,
� 6* OF FINISHED GRADE. I P I 1 179.6' . I I I . � I I I 1 8. THIS SYSTEM IS NOT DESIGNED FOR -
I I 1, � . I � / -4 .I I � I . I �L �ll . . I . I . 11 I I . 1 � -
I . . � .� . .
I . I . I � I I I I � I ; . � '. FINISH GRADE . . I / . I I I / I - , I . I I . . . 11 I � I THE USE OF A GARBAGE GRINDER., �',�l ' � , I"
"',-,, . I . I I I I I I I I I I I Z MIN.- �. L I I � F-L-84.0' - .� : 6 � DECKS I a.... 'I- � I � . - , , I I I �_ 1-1 I - AMD J. I L _ __ , ' A GARBAGE GRINDER IS NOT,- . I - � �'L I, , `.'
I '_ I , I I I I J \ . . .,. - � I USE-, HIGH DENSITY POLYETHYLENE 6 . � I �l :�
,� I . I � CRISPIIN , - RECOMMENDED DUE.TO RECOGNIZE � w-
I L , . I
: I � I I I . L - 4- PVC (PERF) , , � : � I f � , * � I - . I k , \ \ '� � . . .- 9 . . . . I- 11 11 .
. . 1 I .1
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�1. 'I' ' � I I ,!!!= I _ � L / , I .. I ��( i � I 12'X2'X50' - I .1
1 4-105,��, --�_ 1% /_�, - I -. I .--_ 1- 11 -. - . - . � - I I I . " \ � \l I . CIML - 11 -' - -1.
I ... I � � ,I) . - � I .- -, \ -I I I . .1 � ADVERSE IMPACTS M ,THE LEACHING �1. .�4. I t
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F, t - V PV - . . .,�,j 166.11- , , - . .1 , � I __� . I . I � � I i_' :" . I . .. I
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1.�_ .. I � fIr *ZA.;" 4- PVC 5gH 1 47, . - 11 I . I I ..-- I E , * , . .. ," � � � � I �L . .-7 ""I SIDEWALL - 2(12'+4 60 X 2 =, 232 : 11 0 � I ji� - - � I .- . I
I I I I - - #a � �� L lr* - ��/ I I 11 I . \.---I� �,� '% ,iN 1. 11 � \ . \ \ � BENCHMARK I � 1, - -_ -_ . . I I I - � - .., �",
�l I - � I I � 11 . 0 I I - , I . . ., %%� BOTTOM , = ,' 12' X 46' , = 552 � I. ! ,_1� " 1�1 �l I I � . ' 'I � . . , ,
I . . I I � I ,PK NAIL �. - '. I I . I - � r
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