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ELEV. = 100.00_-,
(ASSUMED)
9.0t
SLAB ELEV. = 93.0f
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8" TO 1/2"
WASHED STONE
02,5 MAX. OR FILTER, FABRIC VENT
n 2°N• NOT REQUIRED
PITCH 1/4 PER FT. H
LEVELERS TEE ��
FLOW LINE r�???.5 '�
ELEV. = 91.0' 10'.
MIN. - 2,0„ ° ° ° \ ► NO WATER ENCOUNTERED AT _- ELEV. = N_
�'. 120 80.6
ELEV. = i"3.52 LEVEL ° L I j t °
ELEV.= _90.09_ ADD GAS ELEV. 8n.17 6" SUMP ELEV. E19.00 ° = '.I. �..f._,_..-_,_ _...._ ° ELEV. _ ---
BAFFLE _ ------
'_x��'�`
17-3 'I 0i NUMBER OF BEDROOMS 3
��: ,<$ I! ��e� ELEV. = z
LIQPUID OUTLET aI �r 4 HIGH CAPACITY INFILTRATORS WITH \ GARBAGE DISPOSAL UNIT
(EXISTING) tell - STONE IN AN z TOTAL ESTIMATED FLOW
4 FEET 14 INCHES TO BE WATER TESTED g ,S7 ( 110 GAL/GR./DAY X 3 IIM Q_ GAL./DAY
5 FEET 19 INCHES 1000 p 11 X 30 X 10 -TRENCH FORMATION
6 FEET 24 INCHESa'3 IF MORE THAN ONE OUTLET N REQUIRED SEPTIC TANK CAPACITY 'i_ GAL.
a cFs`° 1 .A WELL N A ACTUAL SIZE OF SEPTIC TANK (EXIS MNG) 1s 4 GAL.
7 FEET 29 INCHES t`etm �°► �{ , EEti� (TO BE PLACED ON FIRM BASE) S01 A z`30 . ' ,J,
8 FEET 34 INCHES SE -PM Ve 1,11K �'' r '" iy Z ZONE SOIL CLASSIFICATION
3/4" TO 1 1/2" CLEAN t S L[:,� �q) INDEX DESIGN PERCOLATION RATE < __ MIN./IN.
DOUBLE WASHED STONE / ADJUST EFFLUENT LOADING RATE Qom_ GAL./DAY/S.F.
FREE OF FINES & SILT LEACHING AREA 4-74.3 SQ. FT.
(1 i X35)-(47x2.X10/12) -
s a :3 a_ i i `, � USGS PROBABLE WATER TABLE ELEV. _ - _ LEACHING CAPACITY (AREA X RATE) x',551 9- GAL.JDAY
DI i OBSERVED WATER TABLE ( / / ) E 474.33 X 0.74
NOT TO SCALE BOTTOM OF TEST HOLE; ELEV. _ _fQ RESERVE LEACHING CAPACITY ^°' GAL./DAY
N0TES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
Q_v) 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
K 97.3 135.10
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
98.4 �� 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
\ ) 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
84.5 1 BE MORTARED IN PLACE.
i 1 x 84.3 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
3 4� I - OWNER / APPLICANT IS TO
1,01.0 'j " DEEDED OR ZONING. REGULATIONS. OVti
t 01. `� x 88.4 a, OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
X7.9 1 ; \ �� 6, U nLITiES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
x 98.3 IS. TO CALL "DIG -SAFE" AT i-88fi-344-7233- AT LEAST 72 HOURS
x 93.7 \ ` PRIOR TO COMMENCING WORK ON SITE.
\ 87.1 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS .AS WELL AS
92J x a � *_ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
C" 1S TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
\ LOT 71
\ \ eT6r�r�i\�.'r� IMMEDIATELY. X
E 1 8. PARCEL IS IN FLOOD ZONE -
20, 250 .E S. _ - v,;_ f_ ►,,,r'., �, R
9. LOT IS'SHOA", :C"I ASSESSORS MAP _ i3 _ AS PARCEL 1€�
} _
F - _11''dv "IEACH._F'T _1S-T�;-G.l- P!�pr',PED AND L"^CKFiLLED. -
1
` I
t3.✓ • f
97.4 .•�;1fl0,� ', �; , n ,
�O�U�GA-�0 a \.N. o /
r ..
CT x 99.3 �98 SEPTIC TANK �? 89.2
1 x 99. -
t x 91.
IT
oV93.1 8 Yarm dealt Depa nt
` a�tls la rtltBae
1_ } 1Aq.0OVE
3.2 \ r
u
y ;/� � 98.9 s � 4�,:, � , � l 1- , e."� � ��QFP''d':.e
CJ :1 _ 93.09_, q
SOIL,r' 6ri x TCFr(2T- mTEST % f=REMCF-DatL
C µ-;
RAYES
90.8
D.
✓�C ' j
BOX 1�E0. 9�
b \ 4
s t i 94.0 2 " �;, w . a` :S ,VITA
TIAs
00. i"� + rte.
t t' CD
95.0 2�� �`% 1
.... 8'
99.4 x
1
• 92.9
{j
.1.00'
:J
11.
95.7 (7
�` ��' •� � j�,. DATE AGENT
-' 98.9 I
¢L �"E
DATE OF SOIL TEST MARCH 23 2017
SOIL TEST DONE BY Sw'EETSFR ENGINEERING
WITNESSED BY _P �E�►AUO_
V 91 N L 1 ELEV.=--90.6
PERCOLATION RATE _ < 3 - MIN./INCH AT 46__ INCHES
DEPTH
HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-6"
Ap LOAMY SAND
10YR5/1
NO
ROOTS
6-17"
B LOAMY SAND
10YR6/6
ROOTS
17-52"
Cl LOAMY .SAND
2.5Y7/4
52-120"
C2 FINE SAND
2.5Y7/2
DATE MAR. 27, 2017 SCALE „ 20'
REV. JOB NO. ,
A. - ��.
CATCH BASIN 119
�
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�� E
i �tt� '•
GAS LINE G
REV.
c.o. '[SHEET 1 OF I F
CLAN OUT LOCATION MAP . E
CESSPOOL C.P.
C.• SBPR0,1\7834-00 d)tq 834-SAS.DWO 0? 2017 S�iEETSER ENGINEERING