SUBSURFACE SEWAGE DISPOSAL PLANSOIL
DATA
DATE:
hee BGMW
PERFORMED BY: GS1tEL II.1C.
WITNESSED
BY: eL,¢1AFIti RVA
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TYPICAL TRENCH CROSS SECTION
.NOT TO SCALE
This System Is Not Designed
For Garbage Grinder, Whirlpool
Or Other High Water Use Devices,
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CROSSSECTION VIEW I
DISTRIBUTION BOX I
NOT TO SCALE
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PLAN VIEW
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to - 4"
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TOP OF
FOUNDATION
ELEV.= 1336
CROSS SECTION VIEW 100.06
SEPTIC TANK
NOT TO SCALE
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LEGEND
o EXISTING CONTOUR
® PROPOSED (CONTOUR
EXPIRE INVERT ELEVATION
TEST PIT
0 SEPTIC TANK
❑. DISTRIBUTION BOX
N PROPOSED VWATER SERVICE LINE
OBSERVED GROUNDWATER
TABLE ELEV[AFON
RESERVE AREA
GLAAAGION NAS2
ICOOED
GA¢M ONSUAT Q
DATE
m ISb
OWNER: _:<OE 4eeMnJoo-h
ANGSBORS PUT:
69
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ZONING RA IC.:
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A° IFEFUN ICT:
M)A
omEROVERARING Rlcrs:
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DESIGN DATA
2 Y
-0ESIGN PERC RATE 1' IN \¢rvl,dvTWg
DESIGN FLOW: A BEDROOMS X 11C GPD/BDM = SOAP GPD REQUIRED
SYSTEM DESIGN: USE W X ADS LEACHING BED
BOTTOM: Aila LONG X 15 WIDE Xo5>j G/SF =AI GPD PROVIDED
ZONING REQUIREMENTS (MINIMUM)
AREA A0,000 eF
FRONT YARD SETBACK 50
SIDE YARD SETBACK $O
REAR YARD SETBACK ZO
GENERAL NOTES
1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED
AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION,
THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALT.:
2) WASrEO &RUSHED STONE SHALL BE FREE OF ALL DIRT, DUST KIND FINES
0) ALL ELEVATORS ARE BASED ON MBN_ ELEVATION DATUM.
4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS.
OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CYNSTRUCTION
5) NO FIELD MODIRCATIONS TO THE SEWAGE DISPOSAL SYSTEM SFALL BE MADE WITHOUT
PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH.
6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
ACCORDANCE WITH TIRE V OF THE STATE ENVIRONMENTAL CODE AND ANY
APPLICABLE LOCAL REGULATIONS.
7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A ROTONDO WE SONS
OR APPROVED EQUAL.
.8) GROUT TO BE USED AT ALL POINTS. WHERE PIPES ENTER OR LEAVE ALL CONCRETE
STRUCTURES IN ORDER TO PRDNDE A WATERTIGHT SEAL
9) ALL SHEAR JOINTS IN THE SEPTIC TANK SHALL BE SEALED WM NEOPRENE GASKETS
OR ASPHALT CEMENT
TO) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND MACKFILL WITH CLEAN
GRAVEL AND COARSE SAND.
11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT
BOARD OF HEALTH STAMPS
t" CONSTRUM Own(F THIS SEPTIC SYSTEM aI 13 mLp
®m wAwa YEARSSOF OFAFFROYAL3) ee
<_
PLOT PLAN
M�
n
ZO]
GRADE
ELEVATIONS MUST NOT BE
1NF,ETep (,ot� YPr(
CHANGED WITHOUT BOARD
BY:
TwwoFOAR
N h
OF HEALTH APPROVAL .
BOARD OF HEALTH
FINISH( GRADE IL g
(
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L ( L (
LEL.-
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6
ME-1Ito WA%HEO EVAIN5
1500 GALLON
4/c QG00
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REINFORCED CONCRETE
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SEPTIC TANK
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'
DISTRIBUTION °
° 3/4' l IXZ AWSHED
12q.60
BOX
° STME
o.
LEVEL
STABLE BASE "
ASM OJ IA BBC
LIMIT OF EXCAVATION
IZ3.2
SEASONAL
HIGH GROUNDWATER ELEV.- IIZ9
g
SYSTEM PROFILE
BOARD
OF HEALTH STAMPS
ENGINEERS AS -BUILT
Tiff APPAI By
DGEHI Itsww
NTEE
PLAN 6 CERTIFICATION
EETECIIYEAIMMAW
STATEMENT REQUIRED
�RTMWTHBORUxFALTx
P:E r MP SUBSURFACE SEWAGE PISP
➢ytN Di +MSS / a^
OWNER: ?6A19Bl JUH 1 8199b
N zlas ^� ASSESSORS MAP & LOT: OGRE 1-kri J�o 9 O UAATIdGJM
STREET LOCATION LoT IZ(v MERLjy AR F Tx
* S/OMAtAWG
ENGINEERING FIRM:
P.L.S. STAMP SITEC, Inc.
Chade HS11eer,.
Lone°V.. G y
DATE:
CONTACT PERSON: pAu 1ApO1AQ.
ADDRESS: 13 "`°area°
TEL OCM s9S-21u OFAX AGO P?s-s,a
TXE COMMONWEALTH
OF HEALTH
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�ispesn 3�BrLIM YnulPnn rrar�T
to con.unn Re (X) o. xepai ( ) an mai.mnai se c pnvl sy:wn
as; shown on the app4ration for DispOW World C nstruootlovl P No.97 /A D <d Qa3 - .. .....
DATE.....