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COLOR
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TOP OF FOUNDATION 20 FT: MiNIidUM FROM GELIAR
� SOIL `TEST
tOYR3/3
NO
ELEV. _ .10210 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
GATE OF -SOIL TEST QCTOB _ 23. 2003
///
'
t0YR5/B
CLEAN SAND 1 SOIL TES' DONE 8Y SLWEETSER ENGINEERING
1500 GAL.
16-32
CONCRETE
� WITNESSE� BY _8,�413..ti�E
/
I
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH t/8" PER FL
INSPECTION PORT
LOAM AND SEED O�S�RVATIQr'i HOLE � ELEV.= 87.5D p��yq'�p�y Hp� ` 2 ELEV.= 89.b6
2" LAYER OF PERCOLATION RATE 2 MIN./INCH AT 49 INCHES - PERCOLATION RATE �,�� MIN./INCH tPi C HORIZON
I
9.50 1/8' TO 1/2'
4` CAST IRON PIPE � .A 9200 MAX. WASHED STONE VENT
SLAB ELEV. 94.80 (OR EQUAL) MINIMUM 89.75 MIN. _ NOT REQUIRED
-__- PITCH 1/4' PER FT. �
�EELEV�e �Q1L
TEE I i
� 1 L� -ELEV. a 90_00 / LE•OVEL `
BAFFLE ELEV. =,_dB_d7_J�+6�"pSUpMP ELEV..= _88.150_
DISTRIBUTION ELEV. �
(T0 HE PLACED ON FIRM BASE) SO^ ��-J
C TO BE WATER TESTED
��+JOO GA�OVN IF. MORE THAN .ONE UUTLET
SEPTIC TANK (TO HE PLACED ON FlRM BASE)
3/4' 11} 1 f /2" CLEAN J
DOUBLE WASHED STONE
FREE OF FINES 6c SILT
SEI"rAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
f
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1D-I°l ELEV. _ �.a7
d HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
I' X 48' X 10' TRENCH FORMATION � 10.17
SOIL ABSORPTION � ALL N/A NO WATER ENCOUNTERED AT _,gyp_ ELEV. = 77.5D
VC t• �+ ZONE
S 1 JTGM (SAJ� INDEX
en.x isr
DJJEPTH
HORIZ
87.9
COLOR
/
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0-16
0/A
LOAMY SAND
tOYR3/3
NO
ROOTS
15-36
///
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t0YR5/B
/ /
1500 GAL.
16-32
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I SOIL
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MEDIUM SAND
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91.
90:4
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°
m
1D-I°l ELEV. _ �.a7
d HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
I' X 48' X 10' TRENCH FORMATION � 10.17
SOIL ABSORPTION � ALL N/A NO WATER ENCOUNTERED AT _,gyp_ ELEV. = 77.5D
VC t• �+ ZONE
S 1 JTGM (SAJ� INDEX
en.x isr
DJJEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-16
0/A
LOAMY SAND
tOYR3/3
NO
ROOTS
15-36
8
LOAMY SAND
t0YR5/B
ACTUAL SIZE OF SEPTIC TANK
1500 GAL.
16-32
B
LOAMY SAND
t0YR5/8
SOIL TEST LOCATION �
®
DESIGN PERCOLATION RATE
EFFLUENT
32-120
C
MEDIUM SAND
2.SY6/6
TOWN WATER �W�W
CATCH
209. COBBLES
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / )ELEV. _
BOTTOM OF TEST HOLE ELEV. a 1Z,54-
• ss.
��_)
1
• 96.1
DEPTH
HORIZ
TEXTURE
COLOR
MOTT:
OTHER
0-15'
O/A
LOAMY SAND
t0YR3/3
NO
ROOTS
15-36
8
LOAMY SAND
t0YR5/B
ACTUAL SIZE OF SEPTIC TANK
1500 GAL.
36-120
C
MEDIUM SAND
2.5Y6/6
SOIL TEST LOCATION �
®
DESIGN PERCOLATION RATE
EFFLUENT
NO WATER ENCOUNTERED AT 120=, ELEV. a �Z9:s2
NOTES:
1. ALl WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
1liLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WiTNM 6' OF flNISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER -0R WI1NiN
10 fT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE y
- USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL '
BE MORTARED IN PLACE. i
- 5. NO DETERM!NAT.ON .HAS SEEN MADE AS �TO..COMPLIANCE WITH j,
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
,� � % ����1�1�1.JT'H IS TO CALL `DIG-SAFE''AT 1-888-344-7233 AT LEAST 72 HOUR':'..
_ �/, I i PRIOR TO COMMENCING WORK ON SITE.
/ ` - ____ � T04'v�l'�i (T�� E�G�K 7. CONTRACTOR IS TO VERIFY GRADES AND £LEVAitONS'AS WELL AS
---_ i SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
j - IS TO HE BROUGHT TO THE ATTENTION OF INE DESIGN ENGINEER
/ I 11 < . Zi�y .).t�ls �•� #3� q; � I IMMEDIATELY.
nr,vaz - 8. PARCEL 15 IN FLOOD ZONE C
/ 99 8 DRIVE �1 � ,: [uvemaw iwm' __ 9. LOT IS SHO'NN ON ASSESSORS MAP 151 AS PARCEL _L02�•
,j (�J R�f LI �� I._� � f0. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
�.J A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
` ____ WITH SAND AS SPECIFlED IN 310 CMR75.255:(3).
t --__ "' , •.100.0 11. A NEGATIVE GRADE OF 3/4" PER FOOT SHALL HE MAINTAINED FORA
MINIMUM OF 15' AWAY FROM THE FOUNDATION.
\ �O�k�.c 12. A VARIANCE OF 2' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE
pc`" �'�� �ti � EVEN WITH TFfE HIGH POINT IN ROAD INSTEAD OF 2' ABOVE.
T. A.
� � � X �`�� '� ''� APPROVED: BOARD OF WEALTH
� �° � � �a4s W ,� �� a
/ '� /
,.� � ESTE
es � lr j // � _ � DATE AGENT
� ' " i 101.6
i v - ',
35. 0'
I � `,
�� 1 f
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
4
LEGEND:
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
��
EXISTING SPOT ELEVATION x0,0
(110 CAL/BR./DAY X �_ BR.)
�}4_ GAL./DAY
EXISTING CONTOUR ----00----
REQUIRED SEPTIC TANK CAPACITY
_$5Q_ GAL.
FINAL SPOT ELEVATION
ST'E�"i'a�' GLI' eCr
235 GREAT NlESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENN15. MA5S. 02660
ACTUAL SIZE OF SEPTIC TANK
1500 GAL.
FlNAL CONTOUR
SOIL CLASSIFlCATION
_
SOIL TEST LOCATION �
®
DESIGN PERCOLATION RATE
EFFLUENT
S.,t`. MIN./IN,
UTILITY POLE �
LOADING RATE
Q,7SI GAL./DAY/S.F.
TOWN WATER �W�W
CATCH
LEACHING AREA
(11X48�(59X2X10f12)
828_33 SQ, FT.
BASIN �pj
G
LEACHING CAPACITY (AREA X RATE)
,�$,�,1$ GAL/DAY
CESSPOOL CP
828.33 X 0.74
�
RESERVE .LEACHING CAPACITY
��.'�$ GAL./DAY
CLEANOUT -ems C.O.
NOTES:
1. ALl WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
1liLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WiTNM 6' OF flNISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER -0R WI1NiN
10 fT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE y
- USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL '
BE MORTARED IN PLACE. i
- 5. NO DETERM!NAT.ON .HAS SEEN MADE AS �TO..COMPLIANCE WITH j,
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
,� � % ����1�1�1.JT'H IS TO CALL `DIG-SAFE''AT 1-888-344-7233 AT LEAST 72 HOUR':'..
_ �/, I i PRIOR TO COMMENCING WORK ON SITE.
/ ` - ____ � T04'v�l'�i (T�� E�G�K 7. CONTRACTOR IS TO VERIFY GRADES AND £LEVAitONS'AS WELL AS
---_ i SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
j - IS TO HE BROUGHT TO THE ATTENTION OF INE DESIGN ENGINEER
/ I 11 < . Zi�y .).t�ls �•� #3� q; � I IMMEDIATELY.
nr,vaz - 8. PARCEL 15 IN FLOOD ZONE C
/ 99 8 DRIVE �1 � ,: [uvemaw iwm' __ 9. LOT IS SHO'NN ON ASSESSORS MAP 151 AS PARCEL _L02�•
,j (�J R�f LI �� I._� � f0. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
�.J A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
` ____ WITH SAND AS SPECIFlED IN 310 CMR75.255:(3).
t --__ "' , •.100.0 11. A NEGATIVE GRADE OF 3/4" PER FOOT SHALL HE MAINTAINED FORA
MINIMUM OF 15' AWAY FROM THE FOUNDATION.
\ �O�k�.c 12. A VARIANCE OF 2' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE
pc`" �'�� �ti � EVEN WITH TFfE HIGH POINT IN ROAD INSTEAD OF 2' ABOVE.
T. A.
� � � X �`�� '� ''� APPROVED: BOARD OF WEALTH
� �° � � �a4s W ,� �� a
/ '� /
,.� � ESTE
es � lr j // � _ � DATE AGENT
� ' " i 101.6
i v - ',
35. 0'
I � `,
�� 1 f
C.•)SB�PROJ�5841-OQ�dwg(5841--SAS.OWC 02D03 s
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PROPOSED SEPTIC DESIGN
JOHN. FvTiJRiNESE
`°G•85 IANGFELtAi� RD., LOT 14
ST'E�"i'a�' GLI' eCr
235 GREAT NlESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENN15. MA5S. 02660
DATE OCT ��, 2003
SCALE .� n, C 2O'
JOB N0...58�t��oA
REVISED �
LOCATION ,MAP
REVISED �
SHEET 1 OF .1
��
C.•)SB�PROJ�5841-OQ�dwg(5841--SAS.OWC 02D03 s
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