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SEPTIC TANK
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Lr �_.
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... 11A cL L.
ENO VIEW
v
,CROSS SECTION VIEW'
DISTRIBUTION _BOX_
NOT TO SCALE
LEGEND
EXISTING CONTOUR
— Too---
—R:i00}
PROPOSED CONTOUR
PUIE INVERT ELEVATION
TEST PIT
SEPTIC TANK
I—
DISTRIBUTION BOX
W
PROPOSED WATER SERVICE LINE
OBSERVED GROUNDWATER
TABLE ELEVATION
C/pU/Ay
RESERVE AREA
PLOT PLAN
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to124 �eal a pe
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3 Beo¢a>M
owcuwLY
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FINISH GRADE.
DWELLING ELEV. e lZAl AD
1
TOP OF
FOUNDATION I e' _ y,
EL -1315D
CIS
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LOT INFORMATION -
Subdivision Name: 9GTet2 FIELD V-A" E$TAT1iS jL
Date: I - ot - 9Z
Lot: ISECK
Owner: �Oe FEQ-JALI D6S
Assessors Plat: too Lot f:
Zoning District: e2y-0
Aquifer District: uIS
I Other Overlay Districts: UTA
VIM Zone: G
Special Permits Or Variances: JIS
8 Of Lot coverage: 36Io.
I,Dcu9N�AP
AP
J oTE'.
AtL 58T'f�2oM OoJ GO O
%GLOW OR WITUIU l'F
oelveway TD eE a-2o
HOADI U(W
-- LZI
9VA10 (JIALJ dDGE
¢Im = 129.21
FINISH GRADE
OVER TANK = IZ9 O
10 GAL.
REINFOflCEO GONG
SEPTIC TANK
O,Ot
DESIGN DATA
OesvaJ PE:¢c RATE'. I" = 1<.,.AI J.
OEsICyJ FLOW' 38ED�M5 X 110 Vf'D = 3gpv� Pe4ul¢E�D
B60RLti7M
330 GPO % .5 to Gl6P = zS89 sF QEQVI ¢ ED
UZE' 12LxCFCY LEAGvA1JG FIeLD
PX�YSKEAA _ yD COLIES A 12' W I OE X .S(o U15F = -33(> GPO PROFa1 7&0
ZONING REQUIREMENTS (MINIMUM)
AREA kt),OOD SQ
FRONT YARD SETBACK Ag0
SIDE YARD SETBACK ZO
REAR YARD SETBACK ZD
1 ST LENGTHS TO
BE LEVEL —I
ru tom.. ��,,�.
D—i HST BOX
B•
t— LEVEL STABLE BASE
SYSTEM PROFILE
NOT TO SCALE
FINISH GRADE
BEGS
t{W�YY
f S k 4 4
t li" W ucq ° A
DO'; OAVA>,oJ LC -VP)
T / SeE KIoTE�II EL:1 \L:L
E2TIr+W<ED F11L11.
(z¢ouH.1DwA'TL'R. EL'. Ilq_O �
L1; ET Ill ?
A� 14 12r
T
HIS
Z
_ _ 1
l
-. 1P, I PAR "ACSFDOI.
0111 ' GAF v I EEY
WASHED 9F4 TUNE,,
FLO J
Z CP C 1 G L
E FOh RO PIPE INV 1ZIr1 LO
BATIKS OF YFENGH ITL S
- I I
f LIMT, of eICAVATAC LTYP)
SEE rJOTEII
EL )1b,2
SFL. LION THROUGH ' (nCL!HP ' 17RcCyLi_
NOT TD SCfdE
UE.'V�R, rV S
I.
THIS SYSTIM _HALL L INSPECTED WHEN I ACTIN( ASIA IS FO
E... VATCU
AMU WHEN ALL COPIES N S AR. IN RA t GOT TIN-SGSTvg IS A
ALY FOR
INSCILCTION, THE CONTRACTOR SLALI NOTIFY III[ LUCK BOAR 01
H':AI H.
Z.
WASHED CRUSHED STONE SIW L BE FREL
I OF A L DIRE, IU l AND [
NE
3.
All ELEVATIONS ARE BASFO ON MoiU EILVATION DATUM
A-
HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATI OVER IR L
SITS
OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF ONS,RR-T10N
OF THE SYSTEMS-
5.
NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM EHAII
B9 MADE
WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINEER AND THE IICAI.
BOARD
OF HEALTH. '
6.
UNLESS OTHERWISE NOTED ALL STATION COMPONENTS SHALL BE INSt9LLED
IN ACCORDANCE WITH TITLE V OF TIIE STATE ENVIROMEHTAL CODE
a110 ANY
APPLICABLE LOCAL RULES.
).
AT ALL RIGHTS OF INTERSECTION OF WATER LINES AND SEWER LINES.
MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTAIIEO FOR Ra
LINES
1O- EITHER SIDE OF THE INTERSECTION POINT.
8.
SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURO 'dY
A. ROTONDO b SONS OR APPROVED EQUAL.
9.
GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE
ILL CONCRETE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
ID.
ALL SO I PEAR JOINTS IN SERIF TANK SHALL. ED SEALED WITH NED'ITNE
GASKE IS
OR ASPHALT CEMENT.
11.
EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACK
ILL WITH
CLEAN GRAVEN. AND COURSE SANE.
12.
A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 3.8 OF IDLE
V MUST
BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE
WORK. IF
AN 'AS -BUILT" PLAN IS REQUIRED DUE TO CONTRACTOR DEVIATING,
FROM THESE
PLANS, WORK FOR SUCH 'AS -BUILT" PLANS SHALL BE COMPENSATED
FOR BY
THE CONTRACTOR.
13.
THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSAL UNIT,
CDT ISk
OEEQ.FIELD FAQM E51'ATEAi -[I.
CL IENT:
-�o¢t,e �wRCIG
T SSEWAGE
®ISIPOEAL SYSTEM
COS. STAMP contact: OpV kVa LSA
0 et:S kg{q [g-II'
me AROIW
cmi am e,.o�„ :a E remaan �W
L�,Mu:°Pmmm,:
DATE: 2-20=9b lab no.
f
r
I
SOIL DATA
DATE: Bee IDTLW
PERFORMED BY h' ITiEC LJO-
WITNESSED BY : SC{ gEbW
TP 1 1252
TP 2 IZ4'I
TP 321
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�nn i
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_ I
CROSS SECTION VIEW"
DISTRIBUTION BOX
NOT TO SCALE
I
I
1
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LEGEND
— WO—
EXISTING CONTOUR
_(16---
PROPOSED CONTOUR
J,Y
PIPE INVERT ELEVATION
TEST PIT
SEPTIC TANK
E�
DISTRIBUTION BOX
— W
PROPOSED WATER SERVICE LINE
®
OBSERVED GROUNDWATER
TABLE ELEVATION
%ZE2CA
RESERVE AREA
PLOT PLAN
I'-- 3d
N�Ell55p LYAjAj
,
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4r,
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' LOT INFORMATION -
Sub ryVision Name:yEEy-EtrLO EAOM E5T4-TES jL.
Date:
- Y jilt is, Ht 2a,. A. t 1 is 111jl w 'll{{I
Lot: IZA' -
'. caner: loE C
Y
f Bn KPI
Asses rs Plat: l too Dot t: I-43 /q !7 7 J
zoniig District: 2R-6 - ,?4 c i, / /./,-! /J i 1 r� , / _ BY�� 1/
Ag s District: U 4 - "- :oP .O
(�(��— �aA
I CUP eO Ierlay Districts: L114 .°p e I `: N&
e
P FpRMl e rantes: Lela �`— `-_ 0 3 ° > °--'i"--n • 3 D .--,�.—�-..ram
S 1 Pmits Or Variances:
k Of !Lot Coverage: 3°Ip
hW
L10TEI
ALLABF CO 00 LA ETS
EEII-DIO OR WITµIu to OF
delve II To BE µ.pp
LAADIU(5
YI
LDcucAAP
DESIGN DATA
pESIGI L) FLOW; 36E90IISYJMS X IRC &Yp = 330 vp0 efEeQl RED
BE02MA4
V6EI 12,'« Ue44 1LTG FI CtiD
RRtbf2oM: 0,0 Lo L1 La A 12, WIDE %.S(o 6,4Sp= 33G GF� PROV1 cmrp
ZONING REQUIREMENTS (MINIMUM)
AREA 4CE000 SF
FRONT YARD SETBACK Imo•
SIDE YARD SETBACK 20
REAR YARD SETBACK ZD
1�—
;
Bi;LICtaAMPL/
OQ411.1 AAAL140LE
Q,M= Iti921
..
DWELLING
FINISH
ELEV.
GRADE FINISH
siZ
GRADE
OVER
TANK—IZ90
i ST LENGTHS TO
TOP OF
BE LEVEL
FOUNDATION
EL
12'I PY/
�11AD
O
• 129"f E
iLgitaRGAL
O 01.
2
IZT Iq- V U
�"
REINFORCED CONE
'f.Po
SEPTIC TANK
7I
4• / 015� T BOX
11 S'
a— LEVEL STABLE
llI
BASE
SYSTEM PROFILE
NOT TO SCALE
ELEVH GRADE Z
f 4 S 4 4
` a IPi wn�sNso —�
sT a 121+.Z
LI M,T PF �xcAVAPOILJ �'(4fQ �`
% SEE KIOTE at I I
� r Ev 11L2 _j
SRT,AAATEo Ott"
LiQouLIp WATE/2 EL: MILD 'y
{ EARTH BAGKFlLL �--�
CAP ALL ENDS NE JJ
4 1/8'-112' WASHED PEAGTONE j IN
'IN
FLOW =". LoOPE 10 <♦
PERFORATED PIPE - INV.=jjn.j
BOTTOM OF TRENCH ELEV.- LIG"Il n
3/4' - 1 WE' WASHED STONE
I-IMI(O5 FXCAVAPGnL LTYP%
see N1orE11
SECTION THROUGH LEACHING TRENO'H
NOT TO SCALE
GENERAL NOTES
1. THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED
AND WHEN ALL COMPONENTS PRE IN PLACE. WHEN THE SYSTEM IS READY FOR
INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF EEALTH.
2. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
3. ALL LiEVAT10NS ARE BASED ON MBL, ELEVATION DATUM
H. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS
OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCIf ON
OF THE SYSTEMS.
5.. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE
WITHOUT PRIOR AMEN APPROVAL OF A ENGINEER AND THE TOM. BOARD
T OF HEALTH.
G. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SMALL BE INSTALLED
IN ACCORDANCE WITH TITLE V OF THE STATE ENVIROMENTAL CODE AND ANY
APPLICABLE LOCAL RULES
X. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES.
MECHANICAL JOINT CAST IRON PIPE SHALL BE -INSTALLED FOR BOTH 'LINES
10' EITHER SIDE OF TIME INTERSECTION POINT.
8. SEPTIC TANK, DISTRIBUTION BOX, ETC. 5HALL BE1/ANUFACTUREO BY
A. ROTONDO & SONS OR APPROVED EQUAL.
9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER DTP LEAVE AL CONCRETE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL DE SEALED WITH NEGPI GASKETS
OR ASPHALT CEMENT.
11. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFIIL WITH
CLEAN GRAVEL AND COURSE SAND.
12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 2.8 OF TIRE VMM OF
BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. 1�GG//JJVV_.,ING
AN 'AS -BUILT' PLAN 15 REQUIRED DUE TO CONTRACTOR DEVIATING FGOM TIMING
THE S, WORK FOR SUCH 'AS -BUILT' PLANS. SHALL BE COMPENSATED FAR BY R..ARI
Ct
13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSAL UNIT. Be Re
Asm
I, ET
TENT:
,o¢GF C>AQOILX
9
tlR\, ,_ L:,4tc, SUBSURISACE SEWAGE
N`"� DISPOSAL SYSTEM
P.LS.ST MP contact:0 On�L+w�Ia2
at: Tm�ry
S 1 1 E B3-` "Ru Sea
LwaURP 4umren,rlElpineenlp.
ta,p Vy MnnRq
DATE: 2-2a'9p lob no,