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20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
DATE OF SOIL TEST JANUARY 21 2019__
ELEV. = tOrMED)
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB
CLEAN SAND
SOIL TEST DONE BY SWEETSER ENGINEERING i
(ASsurIED),
CONCRETE -
WITNESSED BY
a
COVERS
40 PVC PIPE
INSPECTION PORT
LOAM ANp SEED
_.
74" SCHEDULE
95.5
� .r ; i € � `4 i ��.! � ELEV.=- -- 1,
MIN. PITCH 1/8" PER FT.
2° LAYER OF
1/8" TO 1/2"
N S i
PERCOLATION RATE __� _�__ MIN./INCH AT __44INCHES
6' MA JA HED STO'�E
3,00 4 CAST !RCN PIPE 6" MAX. 6" MAX. Vj•5 MAX. OR FILTER FABRIC VENT
r
(OR EQUAL) MINIMUM28' @I NOT REQUIRED
! PITCH 1/4" PER FT. FLOW TEE z
LEVELERS
�' x
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-6"
A/E
LOAMY SAND
10YR7/1
NO !ROOTS
6-25"
B
LOAMY SAND
10YR6/6
ROOTS .
25-120"
C
MEDIUM SAND
2.5Y7/4
j
FLOW LINE 93.5 °' NO WATER ENCOUNTERED AT __ 120 ELEV. = _ 85.5 j
ELEV. 97.00 10"
-
ELEV. _a. 5 2.0„ 7o.,
0ow>M, r� 1s 6 tcs�.LEVIL 10" ° pu2.17 _.. x •s v. ✓6-hkir,. '>�, L1 � a (_'€'��,.u'ELEV. = _?.7pADD G,AS - t?317 6". S MP ELEV. = 93.00 1 o ELEV. - ____-- NUMBER OF BEDROOMS _-�--
BAFFLE ELEV. - ___ -
i -
� ���, ��,;� � ----- GARBAGE DISPOSAL UNIT _ P.0 _
x ppk'y,•`� ( TOTAL ESTIMATED FLOW
LIQUID OUTLET ELEV. = HIGH CAPACITY INFILTRATORS WITH ( 110 GA.L/tR./DAY X ER.) _13Q_ GAL./DAY
TEEDEFIH ;�+`,Q- STONE IN AN REQUIRED SEPTIC TANK CAPACITY _;_ GAL.
4 FEET 1 INCHES (EXISTING) TO BE WATER TESTED , , . Z rS.Fs7 ACTUAL SIZE OF SEPTIC TANK (EXIiiNG) _i0 3 GAL.
5 FEET 19 INCHES ^� � ,� `. k IF MORE THAN ONE OUTLET 11 X "S X 10 TRENCH FORMA110N II -
6 FEET 24 INCHES k - �' _ 1 SOIL CLASSIFICATION
7 FEET 29 INCHES r 3 .4
(TO BE PLACED ON FIRM BASE) I �'�°"' " €. 3 WELL N A _ DESIGN PERCOLATION RATE < ? _MIN./IN.
8 FEET 34 INCHES ,�; ZONE _-� EFFLUENT LOADING RATE g,7h' GAL./DAY/S.F.
3/4" TO 1 1/2" CLEAN ., w :. °€°„ a ti;'? INDEX _ ` LEACHING AREA 474.33 SO. FT.
DOUBLE WASHED STONE E k '� y " ;"' ADJUST _ (11X3S)+(47X2X1O/12)
FREE OF FINES & SILT LEACHING CAPACITY (AREA X RATE) �:`� GAL./DAY
)q ' ""§y� "¢ �� 3 USGS PROBABLE WATER TA31 E ELEV. _ 474•.33 X 0.74
±i D 4�Z s : n. S f C : �> � n , bd' F � �rn r ' ( / / f ) - /
OBSERVED WATER TABLE ELEV. _ __ RESERVE LEACHING CAPACITY J L !� GAL. DAY
NOT -TO SCALE BOTTOM OF TEST HOLE ELEV. _
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.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF I
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR W'! IHIN 10 FT. OF DRIVES OR PARKING AREAS. I
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL i 5.00' BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNIER / .APPLI1_ ?S TO
.< OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
u 97.9 IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITM.
L0 .� 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
18, 900, 0 �` .S.f � \ k 95. i SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION
i d IS TO BE BROUGHT TO THE ATTENT!O.N- OF.,THE•:D.ES!GN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE X
\` 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
! 10. EXISTING LEACH PIT IS TO BE PUf1PED AND BACKFILLED.
! 7x 98.4
95.
•9 SOIL
TEST
100.0 1p 0" a
' COC GALLON
x 97.5
C TANK
95.7 g
Ca ° A P D
f �; D.
BOX ^� _ �ame D36
r s`
v •
I
95.5
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