HomeMy WebLinkAbout15 Barkentine Circle - Sewage Disposal SystemDEPTH FROM
5URFA4,E
SOIL
HORIZON
SOIL'
TEXTURE
501L COLOR.
(h1UN5E1 U
SOIL
MOT LINO
" -OTHER .
O' - 4B'
FILL
SAND"
48' - 90'
0
PEAT
NONE
90' - 150'
G
SAND
25 Y lA
NONE
MEDIUM SAND
DEEP OBSERVATION HOLE 2 EL. = 65
DEPTH FROM
SLRFACE -
501L
- HORIZON
SOIL
TEXTURE.
SOIL COLOR
-"A45ELL)
SOIL
MOTTLING
OTHER
-
'0' - 42'
FILL
42' - 84'
O
84' - 132'
G
SAND
25 Y 1A
NOW
MEDIUM 5AND
T .
DATED:MAY 23, 166 11
PERCOLATION RATE : LE% THAN 30 MINUTES PER iNGH DROP IN G LAYER _
A55E55OR5 MAP 15 .
PARCEL N69
501L TEST PERG TEST 1 f }
" - -
WITNESSED BY . JOHN HUNTER 'PE• WITN1E55ED BY . JOHN 6. SGHNAIBLE, CEG
• (3ARKENTRF. .: tOC115.
BRUCE MURPHY, HEALTH AGENT BRUCE MURPHY, HEALTH AGENT a zcL r
NOTE:
TH15 LOT LOCATED {N FLOOD HAZARD ZONE AI2 (EL. 10) m `
PERG DEPTH ®MRA5 5HOWN ON FEMA FIRM COMMUNITY -PANEL NO. 250015-0069
eROUNDHATER ENCouNrERED AT DATED `1-2-92
A DEPTH OF 45' - _ _ _ 5E'PG11CL BEACH N
YA0"/*f RIA MA= "
EXIST,NG SPLIT---' EXISTING EDGE I EXI5TIN67 SPOT GRADES
RAIL FENCE 93.74 OF PAVEMENT PROPOSED CONTOUR t0
PROPOSE
e
WA PROPOSED SPOT iSRADE5 +90
` ASSeSSCRS kL4P 15
PARCEL N63 WATER .SUPPLY LINE W
1. t
EXISTING STOCKADE - 9
FENCE J
DE516N GALGULATIONS BA
00H rWINDOW "
Q9 1 •
PE516N FLOW: 4 BEDROOMS AT 110 6AL. PER DAY PER BEDROOM _ 440 GPD
440 'GPD X 20055 = 880 6ALLON5 05E 1500 6ALLON 5EPTIG TANK MIN. ALLOWED o
PR )�
'. A 835L.x LISW. x 2'D. LEAfHIN6 CHAMBER GAN LEACH: . , : OP f , ;
PROPOSED f500 GALLON JI QSEp _,... . ; . , , , 1 PROPO ED _
TO 4 �. W
G D M ` / J� C I P 0 BFD ! EDGE OF WET' AVCS
Vt = (835 (2) 2i x.11 + 1835(115)1 x .33 + 1115 (2) 2) x 33 = .442 GPD 50 I L ` REMOVAL Y i'�L , NOTE SEPAC .TANK r; 1 .., . , , . F F RpO,� DR L � Z
11 , ,.�NDA)70 D#QL11V %ti f
TJ , .
REMOVE PEAT AND UNSUITABLE MATERIAL WITHIN 5' OF LEACHING
1 : ONE (I) 835L. x 115 W. x 2b. LEACHING CHAMBER Vt -442 GPD > 440 GPD REQ D. RC 5 3L _.
NSTALL NERC TEST Atj,-: I '^
CHAMBER DOWN TO G HORIZON (BELOW F1 .= LUt -SEE DOk xl) AND � , ,:/
ONE N - 1500 GAL. SEPTIC TAW, MINIMUM ALLOWED REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE 8 TO ELEV. _ 10.1 ,. ,, `�'�•� � '
PROPOSED CONCRETE RETAINING WALL r, to.l I
ONE Q) DISTRIBUTION BOX ( 5 OUTLET) RETAINING WALL IT TO BE.5TAKED PRIOR TO PROPOSED ``�� . 1. ..p
W/90 MIL PLASTIC LINER -TOP OF WALL k f 50 FRS
1N5TALLATION,THE ENGINEER 15 TDGB2TiFY FINAL _ •.._•W \ ,
ELEV. - 10.1
rTAtalFt t� i >..a �u1t-+ �a;uo Ta�1 � _-�_,Q ,,.,.;. OPp + . • .. ,
6RADIN6,"tld>✓ 4Z� 1e.14L. I , S 0 to a
NOTES
tF1tiF,t'l„'ud6'dt s�Yo G�THt;I'�P��, t RI:MoY0.t�?tP#T- 'T,) - t _ ::
1) 6AR9A6E GRINDERS ARE NOTALLDHIED WIT}I THIsDE516N.. �11.<,1�11.� Wt� S61L iL� b2Q'T1oti1�`i�'Y6FA Iiy,S'i>, LSA V i , -k) 1;...^a 1 u.;z. m
2) THE INSTALLER 15 RESPONSIBLE FOR ASSURING THAT GOMPONENTS OF
CANTIL VERED
r.,
1 - ' ,'L,. _ .`,,.,. , ...._,y.L L"r< � � ~� �. �� , .-�..'�£A 1 \ PORAO OF \ ;
THE SEWAGE DISPOSAL SYSTEM ARE DE516FIED WITH SUFFICIENT - ,<. � =�.. ^y., � . • .. -. - ; ...,:'s >'.•.''
• " STRENGTH -TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM: ANY - ��-^'�,.;� """ { DWELLI G
-;j
- `COMPONENT OF THE SYSTEM SUB.IEGT TO VEHICULAR TRAFFIC MUST"�., -�.0 3- �' '"`" t ... I I • ' ,
r- t i ✓- \; I EDGE OF PHRAGMITES
COMPLY WITH A MINIMUM STANDARD OF A.AS.H.TO. H-20 WiEEL L.OAD5. GRADE ELEV. =10.1'
314'(HAMFER b
. 3) PRIOR TO SETTING ANY 5EKA&E DISPOSAL SYSTEM COMPONENT, INSTALLER
• ASSTSSGrS eAAP i.5 •";.,+
SHALL VERIFY EXI5T1N6 CONDITIONS, INCLUDIN6 ELEVATIONS OF EXIT INVERTS, - /
I r PROPOSED 83.5'L x 11.5w k 2'D ""'=-•- `
AND REPORT ANY D15GREPANCIES TO THE DESIGN ENGINEER T.OFI. ELEV. c 10.! PARCH Pa64 w v�
N 4: LEACHING CHAMBER 6
4) ALL .GRAVITY SEDER PIPE 5HALL BE 4' DIA. 5CH 40 PVC UNLESS OTHERH15E ! ! ;, _... .. _ _ _, ; .129.66.
NOTED. THE MINIMUM SLOPE OF 4• DIA. SGH 40 PVC, SHALL BE 0.01 FT/=T. 4
.
5)_ NO PART OF THIS DE -510M SHALL BE ALTERED WITHOUT PRIOR APPROVAL CONCRETE FC, = 3,000 P51 - .. FROM THE DE516N ENGINEER AND TFE A6ENT OF THE LOCAL BOARD OF REINFORCED FY= 60,000 P51
HEALTH. ALL REQUESTS FOR CHANGES SHALL -BE MADE IN WRITIN6 PRIOR 6RADE
5' SOIL REMOVAL
-
TO CONSTRUCTION. ELEV. _ / EXSGNG GARAG
AWE
6) THE USE OF ALTERNATE MIFAGTLRRETL5 FOR SYSTEM COMPONENTS 6.1' 'T #5 ® 12' E W. (SEE NO 7F18) I
SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES
6.a' . I . AssEssoRs VAP rs �� / I � AREA GOtiIE� ,
• CHANSE5 IN DESIGN. r r - f
� PARCEL r168
7) THE IN5TAL.LER SHALL A50ERTAIN THE LOCATION OF EXI5TIN5 LMER6ROUND UTILITIES PRIOR '> - 10 MIL - _ - - : ` :. - - L,
TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN TFE THE WORK AREA CURING GONSTWIGTION.
F1
,. _ GONTIPIUCXJlUStINER DWELLING 3 _DECK 2,120 5.f,
DRIVEWAY 600 51. '
IF AAPPLICABLE,
' 8J FILL MATERIAL. -FOR SYSTEMS GONSTRUGTED IN FILL SHALL BE GLEAN
TO MATGH VERT. TOTAL 2,120 51. '
&RANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS 2x4 KEY 10
MATERIALS. THE SAND SHALL BE GRADED 5UGH THAT NOT MORE THAN2'-0" LOT AREA 13,214 5.f
45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE x4 51EVE.
THE FILL SMALL .NOT CONTAIN ANY MATERIAL LARGER THAN 2 -INCHES. - /u� -
' .THE MATERIAL THAT PASSES THE 04 SIEVE SHALL MEET THE - T.O.F.,ELEV..: 35' - �L/ \N
% OF COVERAGE
FOLLOK49 GRADATION REGUIREMENT5,.: F`'-�.�
1NSPEGTION NOTE'
CONCRETE CONTAINMENT �l>4LL DETAIL - ,
NOT TO SCALE THE STATE ENVIRONMENTAL GORE, TITLE 5, RE0UIRES`IN5PEGT10N(5)
ONE W- 835Lx 115W x 2V LEACHING CHAMBER
b' ob OF THE SEWAGE DISP05AL 5Y5TEM BY THE DE -516N ENGINESR. .
GON5TR1IGT BY PLAON6 NINE 6-6' x 4'-10' x 3'-0
LEAGHiNS CHAMBER UNITS END TO END WITH O O O O O 0 0 0 1. O INSTALLATION CONTRACTOR MUST NOTIFY THE DE516N ENGINEER
PROPOSED 3'-6" STONE ON ENDS AND Y-4' STONE ON SIDES, PRIOR TO THE START OF INSTALLATION FOR Di5GU5510N ON
TOP OF FOUNDATION RAISE COVERS TO WITHIN (USE 500 GALLON LEACH CHAMBER UNITS
-
- EL. = 13.0 b' OF FINISH GRADE AS MANJFACTJRED BY 5HOREY PRECAST OR EQUAL). m REQUIRED INSPECTIONS.
_ - 7. 1o�y 4Q ACGt) nto je�4 R
FINISH GRADE �
9" MIN
3' MAX DETAIL OF LEAGH I NC GHAMBERS
4' DIA SCH40 PVC PIPE
.. TMOP,Y mh I9AW LINE 4• DIA SGH 40 PVC PIPE -' - NO SCALE
3• mmc.. y 4' Dlh 5GH 40 PVG PIPE 2' LAYER OF
SEE Z -t
` 1060 1500 GAL DROP PIPE OR ROH 2'-0'
10.43
LEVELER INN3tr ALL. i
SEPTIC TANK 10.18 10.12 I IGrlve DEPTH
YUSANRARY TEES a'Q5 `t.V � THIS LOT SHOWN HEREON IS A5
• si4• ro Iit2. SraNE _ - NOTE: THE INFORMATION HEREON HAS BEEN
SHOWN IN PLAN BOOK 203
, ALL INV. ;'IQ
PREPARED ACCORDING TO THE REQUIREMENTS
THE MINIIW 5LOPE FOR r '- �^'"� I+, ' OF TITLE .5 OF THE STATE ENVIRONMENTAL
' y r ... `' , :3.LINE(5) EXITING D$OX MUST REMAIN l b0 h4l
%s'
4' Du 5GH 4o PVC PIPE iF . s' -T 4'-10• s' -r s' - „_ Ai a CODE FOR 5UB5URFAGE D15PO5AL OF 5ANI TARY
5 I/8' PER FT CarPlf r6� BE 6A5 BAFFLE LEVEL FOR 2'-0' BEFORE PITCHING ALL RErIavAL ✓' -;-- 7 ^` DOI•�•1 TO LEACHING FACILITY APLS:SEWAGE AND LOCAL BOARD OF HEALTH
W b' LAt'BE OF USE MF-T'IlE' 5I'
=# "� REGULATIONS.
VarWD STOW OR APPROVED 4 ko 34,062
EOUIVALENi V`v VIEW y� w
10' uaAD DEPniOVn.ET TEE DEPTH35' 'tic �uav+�' itin a
VELON FLOH LW
4 P7 14 WALES LONGEST RUN
EL.• 2b(NIAX, eROUV WATER LEVO PER YARt- I HEALTH DEPARTMENT
G
6 FT 24 WhIES
INT 24 WIW5
- Th
5GHEMATIG FLOH PROFILE
t.
ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5.
.. n CEC 19 9