HomeMy WebLinkAbout12 Gordon Lane Proposed Septic Designs•
TOP OF FOUNDATION 20'FT. MINIMUM FROM CELLAR TO'
e • - -
ELEV, _- .103.80 10 FT.. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE " r\
" CONCRETE CLEAN SAND " ?:) f.['a Z6 . SII i- i
LEGEND: DESIGN CALCULATI7 ONS - COVERS 4' SCHEDULE '40 PVC PIPE iNSPECTI0OAM AND SEE
EXISTING SPOT ELEVATION x0.0
NUMBEROFBEDROOMS
NfT NO MIN. PITCH 1
GARBAGE DISPOSAL U �_ /8` PER FT. p{ I �[ iJ
:EXISTING CONTOUR �--00---- _ 2` LAYER /2- t
FINAL SPOT ELEVATION 0. TOTAL ESTIMATED FLOW ,
( 110 GAL/BR./DAY X P_.i_ P4.) _MO GALWAY 500 WAS D i/2`
FINAL CONTOUR . � � 4` CAST IRON PIPE'- " 89.30 MAX. ; WASHED STONE VENT
REQUIRED SEPTIC TANK CAPACITY X54_87.03 ►SIN• NOT REQUIRED
SOIL TEST LOCATION (� ACTUAL SIZE OF SEPTIC TANK 1500 GAL. (OR EQUAL) MINIMUM'
UTILITY POLE PITCH 1/4` PER FT: z
TOWN WATER -W W SOIL CLASSIFICATION �-
CATCH BASIN ❑
DESIGN PERCOLATION RATE -,.A- MIN./IN.' TEE �
CAS LINE G`"� EFFLUENT LOADING RATE x.74_ GAL/DAY/S.F. FLOW LINE
C LEACHING AREA 474__33 SQ. FT. 86.30
CESSPOOL (11X36)+(47X2X70/12) £L£V. _ Q8 80 10"
CLEANOUT �0. LEACHING CAPACITY (AREA X RATE) 35L44 GAL/DAY -THIN °
t EV. : 97_00 LEVOEL e 84.97
474.33 X 0.74 ELEV. _ _$Z�S GAS 6` SUMP = ELEV.
RESERVE LEACHING CAPACITY' 'a�'LQQ GAL./DAY ELEV. _ 85.97 ELEV. _ _65.80 -
BAFFLE DISTRIBUTION
LIQUID OUTLET v ELEV. 4 HIGH CAPACITY INFILTRATORS WITH
BOX BE PLACED ON FIRM BASE) BOX z
-8��4- STONE IN AN
4 FEET 14 INCHES TO BE WATER TESTED 11' X 36' X 10' TRENCH FORMATION' 7-
5 •17
FEET 19 INCHES IF MORE THAN ONE OUTLET
6 FEET 24 INCHES SOO GALLON., u NA
7 FEET - 29 INCHES ry• {TO 8E PLACED ON FIRM BASE) SOIL ABSORP 1fONLL
8 FEET 34 INCHES SEPTIC TANK ZONE
3/4• TO 1 1/Y CLEAN `' �L+ INDEX
T DOUBLE WASHED STONE SYSTEM (SAS) ADJUST
• 101 5 YARD EASEMEN _ s t;1_1. 87.7 - FREE OF FINES & SILT
+ E - 0 l USGS PROBABLE WATER TABLE-ELEV. _
L �2101� a CAPE_AND �5D• NnDE `. 85.8 SE4'aAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / _' / > ELEV. _
1 -' . gyp- - / / NOT TO SCALE BOTTOM OF TEST HOLE ELEV.
c --- "
SOIL TEST NOTES: "
� i4r3.6/ \ \ \ \ DATE OF SOIL TEST JUL�4y_2pp3 i. ALL WORKMANSHIP AND MATERIALS ,SHALL CONFORM TO' -D E.P.
- ._9g•4 . - _ I \ \ / SOIL TEST DONE. BY �`E�TSER LNGINEERING TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
_ ( _ / _ -• 96.4 \ \ I WITNESSED BY _y VQN NONE THE SUBSURFACE DISPOSAL OF SEWAGE.
b •_ II08 \ / \
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
\\\ \\\ ( 036Ef:VAT104'I HOLE i ELEV.- 89.80
1g3.87 WITHIN 6 OF FINISHED GRADE.
870 PERCOLATION RATE < 2 MIN./INCH AT _669 INCHES 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL SE'CAPABLE OF
DEPTH
HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-9
A/E LOAMY SAND
101.0
NO
ROOTS
9-33
B LOAMY SAND
10YRB/6
B
ROOTS
33-12
C MEDIUM SAND
t0YR7/6
33-12C
C
MEDIUM SANO
2.SY7/4
;DATE.IULY''25, 2003
scALE 1„ _ 20•
'
1
R_v.sED
697.8 Lor 21 //
``^� ; i
84.6
q
/ ` 34,056 t SF.
J I AREA
LOCATION ION 1A AP ,
REVISED
SHEET 1 OF 1
I
,
I I / •
87.0
//
11
r
45.00'
W rJ \
r
/
i 97.3
DEPTH
HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-9
A/E LOAMY SAND
16YR4/1
NO
ROOTS
9-33
B LOAMY SAND
10YRB/6
B
ROOTS
33-12
C MEDIUM SAND
t0YR7/6
33-12C
C
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 WITHIN 10 FT. OF DRIVES OR: PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.:
S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN. SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'OIG -SAFE` AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE -
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE9. LOT IS
C
'44 /- ` / 1 / I ON'ASSESSORS MAP 114 AS PARCEL
t0. ALL UNSUIOT WN BLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
NO wA TR ENCOUN icP.ED AT 1?0• ELEV. _ �9 P) A M'NM!UM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
1 \ i / / /// I I ✓ W'TH SAND AS SPECIFIED IN 310 CMR 15.255:, (3).
Q /
9. ,97.4
v / �oc&� ODSMVATION HOLE 2 ELEV.= BB.BD
•,� '\ / m98.3�5. � EP ATON RATE < 2_ MIN./I
NCH IN C HOP;ZOV
_l P
k Ici
Q X00.# _. �/ rp995y ' A x , \
O`/� s9 - • 8.2 98 j •y �'1 -
96
-7 1100
99.3
• i •'99.3
Y../I CA 7M BA -W
IU'VA av- 100 l � / / f92.2 92 \ IT O� `
e (esa �nl / 9.4 ., 99. % / 96 h
Tgo.1 i / / , 9 .3 %t
99.5 /
D.IeOX
LEP 7
HORIZ
TEXTURE
i COLOR
MOI,.
I 07r ER
10-12
A
LOAMY SAND
10YR4/1
NO
ROOTS
112-33
B
LOAMY SAND
10197/4
ROOTS
33-12C
C
MEDIUM SANO
2.SY7/4
;DATE.IULY''25, 2003
scALE 1„ _ 20•
,t
f S9c
3t..4t rib (� :.
{F� z o
P •� Wf-TAat� -
APPROVED BOARD OF "HEALTH
• , •�-' '� � 1 � 91.9' ,. 2 i
NO WATER ENCOUNTEREu^ AT _1251= ELEV. 72 fl
DATE AGENT
}
* ♦-, �-- •. J
F.OU� EA
`� ` • 9
GA+.LO,'
\
94 ��=�-�-50L
• 100:9•
SE nC.TAN.
TEST 1
SIM, lam 7? . 21Gflf=MG "
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922'' SOUTH DENNIS, MASS. 02660
;DATE.IULY''25, 2003
scALE 1„ _ 20•
.los "a 5734-00`'
R_v.sED
LOCATION ION 1A AP ,
REVISED
SHEET 1 OF 1
0
r
45.00'
W rJ \
•p
\ 12'X2
\ DEC \
9eN5
\
\
+ 101.6
\
\ i
�
V
--lo?
( )102.0
\
cnv
C
1D1.4
\
97.6
r
C SE�P40J 5734-00dw X5734-OD.ONT: 02003SWEETSER ENGINEERING -.
3-At7o
F.OU� EA
PROPOSED SEPTIC !L DESIGN
FOR ,
KAREN CAPPELLUCCI
n
"• c AMY LANE
= 1i n.
� T
P d IJ
ZI
C� FI o
M`* -E Po,, P, -
��D
L0r_Ar0VJUV 21, 12 CORDON IN
YARMO V : H .ORT, ..MA .
SIM, lam 7? . 21Gflf=MG "
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922'' SOUTH DENNIS, MASS. 02660
;DATE.IULY''25, 2003
scALE 1„ _ 20•
.los "a 5734-00`'
R_v.sED
LOCATION ION 1A AP ,
REVISED
SHEET 1 OF 1
C SE�P40J 5734-00dw X5734-OD.ONT: 02003SWEETSER ENGINEERING -.
3-At7o
TOP OF FOUNDATION '
ELEV. - 101.80 -\
0
4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4• PER FT.
f tots EYARp EASEMENT
87.7
p VIN pE - o • 85.8
�m 101$'- 'CAPE AN 150
t
\\ // I9i.fi , \�5.\\\)• 87.0 I/
101.0 i
1 i / 1-'•�0� 1
;00.3 84.6
/ L07.21 /
97.8 AREA 34,056 t S.f.
87.0
/ l 97.3
9.9 i 97.4
/ 8. ' ' ` -
2- I 1 \
GFA OPIi 17
99 ` --/7
g •99.3 '~ 99.3 8.5- /i��l
I Iti 7 til
pE[tx�nov xaa7'/ / 2.2 82 \ k- LIMIT OF
sM�l /1001 i X99 99. j/ r/ / ��90\'r5 OVERDI
99.598
ul D
D.1BOX
\ \ \ \ 9 \ 'I
\ \� 95.4
,100.9 r --k� ,94
\ \ \ \ \ TEST 1
J
101.8
,
\ 99.2J \ \ \
ter\ < \ 1500 GALLON \ \.
3 TIC TANK
45.00' wW
h \
\ p
\ 12'X24'
• 101.8 FENCEea
o \\ \ 77pZa•
-(/02)02.0 n \\ \\ \
\ \ \
• 101.4
97.6
ELEV. - 42.80
ELEV. _ -2215-
20 FT. MtNIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
4' SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8' PER FT.
TEE
I 1 L) I L-UEV. = 92 30 L YEL
v ELEV. aS 9L 6' SUMP ELEV:'
BA DISTRIBUTION ELEV.
BOX �5•�
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEPT{C 1 /•U �K (TO BE PLACED ON FIRM BASE)
3/4• TO 1 1/2' CLEAN
DOUBLE WASHED STONE
FREE OF FINES k SILT
SEWAGE DISPOSAL SYSTEM PRORLE
NOT TO SCALE
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2' LAYER OF
1/8' TO 1/2'
MAX WASHED STONE
87.0 MIN. NOTTREOLMRED
88.30 °'
.. .
ELEV. = 84.97
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN z
11' X 33' X 10' TRENCH FORMATION •17
in SOIL ABSORPTION ZONE
WELL N/A
SYSTEM (SAS) INDEX
J ADJUST
USGS PROBABLE WATER TABLE ELEV. r
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV. = 78.80
SOIL TEST NOTES: {
DATE OF SOIL TEST JULY 24. 2003 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
O!L TEST DONE BY LWEETS'R ENG'NEEP,NS TITLE 5 AND THE TONN'S RJLEF AND P.EGILATIONS FOR _I
Tu- SOS7JP^!.^_ C
r c
ALL C rn TC 'F .A V 1T: SH< -L BE B'r;OJGHT TO V
C••. �1`t.�l�.'.= f':.�i�L. t ELEV.• E:.F.,' N;TrH�N C OF FINISHED
FRRCnI ATION RATE < 2 MIN./INCH AT 66 INCHES 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
THIN
DEPTH
DESIGN CALCULATIONS
COLOR
LEGEND:
OTHER
3
EXISTING SPOT ELEVATION N0.0
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
NO
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION
TOTAL ESTIMATED FLOW
(110 CAL./BR./DAY X _.i_ m)
_530- GAL./DAY
FINAL CONTOUR 0 jp
REQUIRED SEPTIC TANK CAPACITY
480. GAL.
SOIL TEST LOCATION
ACTUAL SIZE OF SEPTIC TANK
1500 GAL -
UTILITY POLE
TOWN WATER -W W
SOIL CLASSIFlCATIDN
DESIGN PERCOLATION RATE
-- I --
< 5 MIN./IN.
CATCH BASIN
EFFLUENT LOADING RATE
-01-4- GAL/DAY/S.F.
GAS LINE G -
�c�
LEACHING AREA
74• SQ. FT.
CESSPOOL P
(11X38)+(47=10/'12)
CLEANOUT --✓ C.O.
LEACHING CAPACITY (AREA X RATE)
M.00 GAL/DAY
474M X 0.74
RESERVE LEACHING CAPACITY
4= GAL./DAY
TOP OF FOUNDATION '
ELEV. - 101.80 -\
0
4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4• PER FT.
f tots EYARp EASEMENT
87.7
p VIN pE - o • 85.8
�m 101$'- 'CAPE AN 150
t
\\ // I9i.fi , \�5.\\\)• 87.0 I/
101.0 i
1 i / 1-'•�0� 1
;00.3 84.6
/ L07.21 /
97.8 AREA 34,056 t S.f.
87.0
/ l 97.3
9.9 i 97.4
/ 8. ' ' ` -
2- I 1 \
GFA OPIi 17
99 ` --/7
g •99.3 '~ 99.3 8.5- /i��l
I Iti 7 til
pE[tx�nov xaa7'/ / 2.2 82 \ k- LIMIT OF
sM�l /1001 i X99 99. j/ r/ / ��90\'r5 OVERDI
99.598
ul D
D.1BOX
\ \ \ \ 9 \ 'I
\ \� 95.4
,100.9 r --k� ,94
\ \ \ \ \ TEST 1
J
101.8
,
\ 99.2J \ \ \
ter\ < \ 1500 GALLON \ \.
3 TIC TANK
45.00' wW
h \
\ p
\ 12'X24'
• 101.8 FENCEea
o \\ \ 77pZa•
-(/02)02.0 n \\ \\ \
\ \ \
• 101.4
97.6
ELEV. - 42.80
ELEV. _ -2215-
20 FT. MtNIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
4' SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8' PER FT.
TEE
I 1 L) I L-UEV. = 92 30 L YEL
v ELEV. aS 9L 6' SUMP ELEV:'
BA DISTRIBUTION ELEV.
BOX �5•�
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEPT{C 1 /•U �K (TO BE PLACED ON FIRM BASE)
3/4• TO 1 1/2' CLEAN
DOUBLE WASHED STONE
FREE OF FINES k SILT
SEWAGE DISPOSAL SYSTEM PRORLE
NOT TO SCALE
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2' LAYER OF
1/8' TO 1/2'
MAX WASHED STONE
87.0 MIN. NOTTREOLMRED
88.30 °'
.. .
ELEV. = 84.97
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN z
11' X 33' X 10' TRENCH FORMATION •17
in SOIL ABSORPTION ZONE
WELL N/A
SYSTEM (SAS) INDEX
J ADJUST
USGS PROBABLE WATER TABLE ELEV. r
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV. = 78.80
SOIL TEST NOTES: {
DATE OF SOIL TEST JULY 24. 2003 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
O!L TEST DONE BY LWEETS'R ENG'NEEP,NS TITLE 5 AND THE TONN'S RJLEF AND P.EGILATIONS FOR _I
Tu- SOS7JP^!.^_ C
r c
ALL C rn TC 'F .A V 1T: SH< -L BE B'r;OJGHT TO V
C••. �1`t.�l�.'.= f':.�i�L. t ELEV.• E:.F.,' N;TrH�N C OF FINISHED
FRRCnI ATION RATE < 2 MIN./INCH AT 66 INCHES 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
THIN
DEPTH
HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-9
A/E LOAMY SAND
10174/1
NO
ROOTS
9-33
B LOAMY SAND
10YR8/6
B
ROOTS
33-12
C MEDIUM SAND
10187/6
33-12
C
NO WATER ENCOUNTERED AT 120• ELEV. - 70A
VAMON HOLE 2 ELEV.- 88.80
PERCOLATION RATE <2 MIN./INCH IN C HORIZON
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-12
A
LOAMY SAND
10YR4/1
NO
ROOTS
12-33
B
LOAMY SAND
10YR7/4
ROOTS
33-12
C
MEDIUM SAND
2.5Y7/4
NO WATER ENCOUNTERED AT 170- ELEV. - 7R-80
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR Wf
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 MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
15 TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL 1S IN FLOOD ZONE C 114 AS PARCEL Ot
9. LOT IS SHOWN ON ASSESSORS MAP
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3).
11. A NEGATIVE GRADE OF AT LEAST 3/4' PER FOOT AWAY FROM THE
FOUNDATION SHALL BE MAINTAINED FOR A MINIMUM OF 15'
12. A VARIANCE OF 2' FOR THE TOP OF FOUNDATION TO BE EVEN WITH THE
HIGH POINT IN ROAD IS REOUIRED.
APPROVED: BOARD OF HEALTH
DATE / AGENT
PROPOSED SEPTIC DESIGN
FOR
KAREN CAPPELLUCCI
°ATOUT 219 12 GORDON IN.
YARHOUTHPORT, MA
SrF.E? m?
235 GRREAOT WESTERN
ROAD
508-
198-3922 SOUTH DENNIS, MASS. 0266(
i
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
ELEV.. a 103.80 10 FT. M;MMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN SAND
LEGEND: CONCRETE
DESIGN CALCULATIONS COVERS INSPECTION PORT
m EXISTING SPOT ELEVATION x0.0 NUMBER OF BEDROOMS 3 4' SCHEDULE 40 PVC PIPE LOAM AND SEED '
EXISTING CONTOUR ----OD---- GARBAGE, DISPOSAL UNIT NO MIN., PITCH 1/8' PER FT.
2- LAYER OF
FINAL SPOT ELEVATION � TOTAL ESTIMATED FLOW 1/S' TO t/2" '
FINAL'CONTOUR - 1 LStt- yp (110 GAL/13R./DAY X_ BR.) _330. GAL./DAY 4' CAST IRAN PIPE6 MA
" 89.30 A1AX WASHED STONE
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY . 680_ GAL. 5.00 • VENT
UTILITY POLE rQ� ACTUAL SIZE OF SEPTIC TANK 1500 GAL. (OR EQUAL) MINIMUM 87.05 MIN. - NOT REQUIRED
TOWN WATER ®W W� SOIL CLASSIFICATION ' _j_ PITCH 1/4' PER FT.
CATCH BASIN (�� DESIGN PERCOLATION RATE SS_ MIN./IN. TEE
GAS LINE G - EFFLUENT LOADING RATE -D.74 GAL./DAY/S.F.
CESSPOOL CP LEACHING AREA 474.33 SQ. FT. FLOW LINE 88.30 6
CLEANOUT �--✓ C,O. (11X38)+(47X2X10/12) ELEV. _ _@6 80 Mw.
LEACHING CAPACITY (AREA'X RATE) -MUM GAL./DAY �ELEV. a 97
.00 FEL
o
474.33 X 0.74 "-- LEVEL o 10
RESERVE LEACHING CAPACITY 351 QQ GAL jDAY ELEV. - -.27,25 GAS ELEV. 85_97 6' SU P ELEV. 85_80 - ' ° ELEV. 84.97
` BAFFLE DISTRIBUTION
LIQUID OUTLET ��r.
ELEV. - 4 HIGH CAPACITY INFILTRATORS WITH
r)FPT14 TEE (TO BE PLACED ON FIRM BASE)BOX - STONE IN AN i
4 FEET 14 INCHES TO BE WATER TESTED
5 FEET 19 INCHES lF MORE THAN ONE OUTLET 11' X 38• X 10" TRENCH FORMATION •17
- - " 6 FEET 24 INCHES 1500 GALLON
7 FEET 29 fNCHES ♦ V (TO BE PLACED ON FIRM BASE) SOIL, ABSORPTION v WELL -N A
8 FEET 34 INCHES SEPTIC TANK ZONE
_ 3/4' TO 1 1/2' CLEAN u
. 101.5
SEMENT DOUBLE WASHED STONE SYSTEM {SAS, INDEX,
Na VNEyA D �A 87 7 , FREE OF FINES do SILT -
�101� E o - a / `• SWAGE DISPOSAL SYSTEM PROFILE
`SAP A 15 - 1 -' 85.8 U PROBABLE WATER TABLE EL
0 i 90 / NOT TO SCALE OBSERVED WATER TABLE ,<
1 _ f D o
BOTTOM OF TEST HOLE � 1@,�
88. SOIL TEST NOTES: .-
69A6� \ \ \ �' DATE OF SOIL TEST SLY 24 2003
��.�.1. ALL WORKMANSHIP AND MATERIALS SHALL CONFO P.
(_ _ 1 .� '' 1 \ \ 1 SOIL TEST DONE BY S�'E E7SER ENGINEERING -TITLE 5 AND THE TOWN'S RULES AND REGULATION
00,8' / 96.4 , \ \\ / WITNESSED BY _Ay VON MOf�I �: `� THE SUBSURFACE DISPOSAL OF SEWAGE:
' \ / g7 \ \ \\ J O�$ER�/Ay1Q(�j j� ELEV.- 89.80 2. ALL COVERS TO SANITARY UNITS SHALL BE 13ROUCHT TO
193• \ l \ - WTHIN 6' OF FINISHED GRADE.
87.0 r PERCOLATION RATE _<_�_ MIN./INCH AT 66 INCHES 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER ..
0-9
A/E
'LOAMY SAND
10YR4/1 NO
ROOTS
9-33
B
LOAMY SAND
10YR8/6
ROOTS
33-12C
C
MEDIUM SAND
`
C
MEDIUM SAND
•07.0.
REVISED
f
)100.3IF
o
�L
\
\ \��� 8 .5
7�TLOT
X 97.8 -A
�� t
84.6
v
/
ARE J4,0561 t SF.
45.001,
m
..87
0
97-3
1
/
DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER ..
0-9
A/E
'LOAMY SAND
10YR4/1 NO
ROOTS
9-33
B
LOAMY SAND
10YR8/6
ROOTS
33-12C
C
MEDIUM SAND
10YR7/6
C
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 WITHIN 10 Fl_OF DRIVES OR PARKING AREAS. -
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
'DEEDED OR ZONING REGULATIONS. OWNER /'APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, 'EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS .WELL SAS.
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
B. PARCEL IS IN FLOOD ZONE " 0 :-
9. LOT IS SHOWN ON ASSESSORS MAP 814 AS PARCEL 91
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND 'FOR'
\ �g NO WATER ENCOUNTERED AT 19O'_ ELEV. a _79 80 A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
9cd€ICB�r r 97.4 / / 1 ✓ WITH SAND AS SPECIFIED IN 310 CMR 15.255:. (3).
OBSERVATION ROLE 2 ELEV.-_ 88.80
8.3 = s° ,/ // { n 1 �6 PERCOLA11ON RATE _< 2_ MIN./INCH IN C HORIZON
1 ..
7 -. 1
99.3 .98.9 % �%.1L00' 11
/ / J 1 0
> rcnaY �_'
s (Assert { !.4 99. /
t r xQt'1 ��" / / `+.9 3 j� 98 t 92 G�OIVER { h
+0
{ r' 0 �- 99.5 1 J - t 90 o ��
D) BOX
• 91 9` 1\
DEPTH
HOP,IZ
TEXTURE
COLOR
M07T.-
OTHER
0-12
A
LOAMY SAND
10YR4/1
NO
ROOTS
12-33
B
LOAMY SAND
10YR7/4
ROOTS
33-12C
C
MEDIUM SAND
2.5Y7/4
REVISED
^1 1f
0"
/<-f N1
S 1+•3. 3r4 v �LITRA� a,
No.
APPROVED: BOARD OF HEALTH
90. \�. TE 2 NO' WATER ENCOUNTERED AT 120 ELEV. _ -_7880
A r DATE AGENT
°
• -GALLO
1
`
4 , ySOIL
100.9
•
SE TIC TAN
\
TEST ,
DATE JULY' 25, .2003
SCALf" = 20'
-'OB N0. 573`i•-000
REVISED
f
\-
u� \ .
94.5
\
\ \��� 8 .5
(
\
99.2
45.001,
m
12'X2 ' .\
p
� 701.8
= 101.8
FENCE
\
\ .
J
L
o
\
77pB.
Ila
_002)
y
\
• 101.4
16.2.
\
ar
.00\
97.6
a• 58NPR
' ROUTE 6A
PROPOSED SEPTIC DESIGN
FOR
KAREN CAPPELLUCCI
z
o AMY LANEC
a .. -+
a 9
0
Gy
Wtit ROCK ROAD
LOCA„OWT .21, 12 CORDON LN.
AR14O V %H OR1 � 'MA
p�+, rrte�►r
Slt=M? "Ll ttll - fel'
235 GREAT WESTERN ROAD
508- P. 0. BOX 713 -
398-3922 SOUTH DENNIS, MASS. 02660
DATE JULY' 25, .2003
SCALf" = 20'
-'OB N0. 573`i•-000
REVISED
LOCATION MAP
RE115E11
SHEET 1 OF 1
a• 58NPR
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
ELEV. a 103.80 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE ,
LEGEND: DESIGN CALCULATIONS CONY R CLEAN SAND
EXIS71NG SPOT ELEVATION x0.0 NUMBER OF BEDROOMS3 4'.'SCHEDUIE 40 PVC PIPE INSPECTION PORT
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL. UNIT NO LOAM AND SEED
-- MIN. PITCH 1/8" PER
�0. FT: " .
FINAL SPOT ELEVATIO�N TOTAL ESTIMATED FLOW . "
FINAL CONTOUR -LPO ( 110 GAL/B2LAYEROF
R./DAY'X i_ SR.} x.30_ GAL.%DAY 1 f8' TO 1/2
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY _60_ GAL. 89.30 MAX '
UTILITY POLE CZ), ® ACTUAL SIZE OF SEPTIC TANK 1500 GAL. 5.00 4' CAST-IRON PIPE A WASHED STONE
TOWN WATER -WSW SOIL CLASSIFICATION (OR EQUAL) MINIMUM 87.03 • NOT REQUIRED
. _ �PITCH 1/4" PER FT. -
CATCH BASIN (pj DESIGN PERCOLATION RATE <_S'_.MtN./IN. TEE `.
GAS LINE G! EFFLUENT LOADING RATE _Q7�_ GAL.fDAY/S.F.
CESSPOOL OP � LEACHING AREA 474.343 SQ. FT... FLOW LINE
CLEANOUT--✓C.O. (11X36)+(47=10/12) ELEV. a X880 10" 8630
LEACHING CAPACITY (AREA, X RATE) X'tX GAL/DAY -- 'TMIN.
474.33 X 0.74: ELEV, 97.00 pp Q• o a o
-- LEVEL Q
RESERVE LEACHING CAPACITY 51,QQ GAL:/DAY ELEV. _ _$j,25- GAS FEV. _ ' ES_97_ 6' SUMP EEV s� o _ 0 10' ° ELEV. 84.97
BAFFLE DISTRIBUTION � `
1J UID OUTLET v ECFV."= 4 HIGH CAPACITY INFILTRATORS WITHTEE .
4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) BOX _f5m STONE IN AN z
TO BE WATER TESTED. 11 X38 X 10 TRENCH FORMATION •17
5 FEET 19 INCHES IF MORE, THAN ONE OUTLET
6 FEET Y4 INCHES 1500 GALLON
7 FEETp9 INCHES {70 BE PLACED ON FIRM BASE) WELL NIA
s FEET 34 wGHES SEPTIC TANK SOIL1 12' CL -ANS, ABSORPTION
. 101:5
EA5E ENT DOUBLE WASHED STONE S (STEM (SAS) INDEX-
CO l0 \ AND ;SNE YARDWOE l_; ,^ 87,l7FREE OF FINES do SILT AOIUsT
[-
: CAPE 15Q SEWAGE DISPOSAL , SYSTEM STEM PROFILEUSGS PROBABLEWATER TABLE.ELEV. ,=
NOT TO SCALE OBSERVED WATER. TABLE ( / ' / ) ELEV. _
BOTTOM OF TEST HOLE ELE _
\ \ \ SOIL TEST
NOTES:
GATE OF SOIL TEST zIULY 24. X003 9, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO'O.E.P.
SOIL TEST DONE BY!5_N'EETER_fNGINEERING
96.4 \\ 11�.\ F_P / WTNESSED BY A,_y0y-HQl7E!_ -- TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
�5 I THE SUBSURFACE DISPOSAL OF SEWAGE.
/ T93•g7 \ l 09SMVA110N HOLE 1 ELEV-=_ 89.80 2, ALL, COVERS 70 SANITARY UNITS SHALL BE BROUGHT TO
\ •\� . I \ .0 PERCOLATION RATE 9 _2_ MIN./NCH-AT•^66, INCHES WITHIN 6" VENTS HED GRADE
3. ALL COMPONENTS OF THE SANITARY
DEPTH
HORIZ
TEXTURE COLOR
MOTT,
OTHER
0-9
A/E
LOAMY SAND 10YR4/1
NO,
ROOTS
9-33
B
LOAMY SAND ;10YR8/6
8
ROOTS
33-12C
C
MEDIUM SAND 10YR7/6
33-12C
C
SYSTEM SHALL BE CAPABLE OF:
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER .OR WTHIN
10 FT. OF DRIVESOR PARKING AREAS. H-20 LOADING SHALL BE
"=USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVERS To GRADE SHALL
BE MORTARED 1N PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS, OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE' AT 1-688-344-7233 AT .LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES -AND ELEVA-nONS'AS WELL AS
SITE CONDITIONS PRIOR, TO COMMENCING WORK ON SITE. ANY VARIATION
ISTOBE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER..
'IMMEDIATELY,
S. PARCEL IS IN FLOOD ZONE �c
e j /, _ y 9. LOTIS SHOWN ON ASSESSORSMAP -114 -AS-PARCEL 91
:` -- 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR "
@� 9.
NO WATER ENCOUNTERED AT 1?0 ELEV. _ __7g$0 A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND 8E REPLACED
97.4 3� WITHSANDAS SPECIFIED IN 310 CMR 15.255: (3).
/ ORVA110V HOLE 2 ELEV.= -88.80
- �J38. PERCOLATION RATE < /
�{` �� MIN. INCH IN C HORIZON
DEPTH
HORIZ
TEXTURE
COLOR-
MOTT,
OTHER
0-12
A
LOAMY SAND
10YR4/1
NO
ROOTS
12-33
8
LOAMY SAND -1OYR7/4
ROOTS
33-12C
C
MEDIUM SAND
2.5Y7/4
\ ,� • 8
\\'
SCALE j" _- 20',
NAlk"l.A1
�f
(f/�..•+• +� t* OF Af'46
t
a
TA.e
.'
m4l it.4f DUMA J �'No.
y . `1WFTARt*N -
't
APPROVED: -.BOARD OF HEALTH-
NO WATER ENCOUNTERED AT _,120'_' FEV. e
9 DATE AGENT
a
C`S,6PRO✓ 5734-00 dw 5734-00.DKV 02003 SWEETSER ENGINEERING
" 100.9 �.
3 SE TIGLLO
C ATAN
\ 94
PROPOSED SEPTIC DESIGN
�'tFAOR� T T TT , �`1T
El\ CA PELW V CCI -
m
AMY LANE
a J
Gy
K1ifTE ROCKROAD
`
',,,TEST 1
ami UI ' !✓tTi 0 ` IG
235 GREAT WESTERN ROAD 77
508- P. 0. 80X 713
398-3922 `SOUTH `DENNIS, MASS. 02660
�
94:5
\ ,� • 8
\\'
SCALE j" _- 20',
99.2 a \ "
REVISED r
\ yJ .5
LOCA 'TlON MAP
REVISED
r
45.00'
�\ 127X2
DE
\
\
9m \
`10t.8
A
>
\
101.8
fENCE
\
\
r
4 (102)
• "t02.0
N
\
\
" 101.4
\
16261,
tC?� r
\
' 4
a
C`S,6PRO✓ 5734-00 dw 5734-00.DKV 02003 SWEETSER ENGINEERING
ROUTE 6A
PROPOSED SEPTIC DESIGN
�'tFAOR� T T TT , �`1T
El\ CA PELW V CCI -
m
AMY LANE
a J
Gy
K1ifTE ROCKROAD
LOCAro"DOT 21,42 GORDON n
YARMOUTHPORT, HA
ami UI ' !✓tTi 0 ` IG
235 GREAT WESTERN ROAD 77
508- P. 0. 80X 713
398-3922 `SOUTH `DENNIS, MASS. 02660
DATE iJULY " 2J, 200.3
SCALE j" _- 20',
JOB NO. S714-00
REVISED r
LOCA 'TlON MAP
REVISED
(�
0,- ,.
SHEET 1 1
-,
a
C`S,6PRO✓ 5734-00 dw 5734-00.DKV 02003 SWEETSER ENGINEERING
,.. _ _... YP, i,
17
f (.
o ,
20 FT. MINIMUM FROM CELLAR
TOP OF; FOUNDATION 10 FT. MINIMUM FROM SLAB OR CRAWL. SPACE - t�� AUu �& Al �' 3Z
ELEV. m 103.80 10 FT. MINIMUM CLEAN SAND
CONCRETE INSPECTION,PORT [�`�_r
COVERS 4`. SCHEDULE 40 PVC PIPE LOAM ANDr�3E0.,rE1U���
LEGENDDESIGN .CALCULATIONS 3 MIN. PITCH 1/8'. PER FT.
EX STING. SPOT ELEVATION' *O.O NUMBER OF BEDROOMS _NO_ 2. LAYER 2
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL.UNIT 1/8" TO 1/2"
FINAL SPOT ELEVATION 00. TOTAL ESTIMATED FLOW 89.30 MAX WASHED STONE
FINAL CONTOUR A ( 110 GAL/BR./DAY X =3. _ `BR) = �4- GAL. /DAY ,�00 4' CAST IRON PIPE 87.05 MLN. NOTTREQUIRED
SOLA TEST LOCATION REQUIRED SEPTIC TANK CAPACITY -44Q_ GAL. - (OR EQUAL) MINIMUM '
® ACTUAL SIZE OF SEPTIC TANK 1-r�00- GAL. PITCH 1/4" PER -FT. Z
t UTILITY POLE `� SOIL CLASSIFICATION - 1-- TEE
TOWN WATER ®W' W DESIGN PERCOLATION RATE 15-5- MIN./IN.
CATCH BASIN l07 EFFLUENT LOADING RATE O.7� GAL./DAY/S.F. FLOW UNE �•� "
GAS LINE C G 474.3 SQ. FT. 10"
.. �'� LEACHING AREA ---- ELEV. = 9&80
0
r' CESSPOOL ;' `J (11X38)t(47X2X10/12) MIN. Z o e c o 1 , e
CLEANOUT 0. LEACHING CAPACITY (AREA X RATE) -MtDQ GAL./DAY ESV _97-� LEVOEL 0 0 0' 84.97
6. SUMP ELEV. _ _5.80_ � v o_ I = ._; ELEV.
474.33 X 0.74 ELEV. GAS ELEV. -
RESERVE LEACHING CAPACITY ` Zl QQ GAL./DAY BAFFLE -gyp T1
OI5 ! R�BU TION ELEV. 4 HIGH CAPACITY INFILTRATORS WITH
LIQUID . OUTLET BOX -$084_ STONE IN AN TFF .
4 FEET 14 INCHES
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 11' X 38' X toe " TRENCH FORMATION •17 ".
5 FEET 19 INCHES 1 500 GALLON IF MORE THAN ONE OUTLET 1 A �+ p h WELL
6 FEET 24 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION - ZONE
i 7 FEET 29 INCHES SEPTIC
8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" -CLEAN SYSTEM STEM -(SAS) INDEX
DOUBLE WASHED STONE ♦ ADJUST
F ENT FREE OF FINES k SILT a,
i YARp EAS�M - �� ". 87.7 , USGS PROBABLE WATER TABLE ELEV. _
1 101.5 _ TABLE
X101 1 pE AND �5D WOE - a�.. 85.8 SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATERBOTTOM OF EST HOLE ELEV. _
NOT TO SCALE
CA_ .. �. R
88. SOIL . TEST NOTES:
DATE OF'SOIL TEST "LUL Z4 2003 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P.
�3. "� \ \ \ t SOIL TEST DONE 8Y E SSR ENGINEERING TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
f _
_! .�9.4 �c "_ _ l 6
_ " _ / ` WITNESSED 8Y _?�V4N HONE _ THE SUBSURFACE DISPOSAL NI SEWAGE.
- ( / 96.4 ( \ \\ % 2. ALL COVERS"TO SANITARY UNITS SHALL 8E .BROUGHT TO
Q3SER1/ATtO€'d 1"ibi.E 1 _' ELEV.- _ : es:eo
WITHIN 6- OF FINISHED GRADE.
1. - PERCOLATION RATE < 2 MtN./INCH AT �66 INCHES 3. ALL;GOMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABAE OF
UNLESS THEY ARE UNDER OR WITHIN
DEPTH
-HO-RIZ -TEXTURE
COLOR MOTT.
OTHER
0-9
A/E LOAMY SAND
10YR4/1 NO
ROOTS,
9-33
B. LOAMY SAND
IOYRS/6
ROOTS
33-12
C MEDIUM SAND
10YR7/6
33-12
WITHSTANDING H-10 LOADING
`10 FL OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 fL OF DRIVES OR PARKING AREAS. '
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL"
BE MORTARED IN PLACE.,
5. NO DETERMINATION HAS SEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
.6. UTILITIES SHOWN ARE .APPROXIMATE ONLY. EXCAVATION CONTRACTOR
IS TO CALL,"DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS ,
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS To 13E BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
S. PARCEL IS IN FLOOD ZONE �C_ _ -
9. LOT IS SHOWN ON ASSESSORS MAP :_114 AS PARCEL 91
NSUITABLE MATERIAL SHALL BE -REMOVED FROM UNDER AND FOR
97.3 -. F ///' i ENCOUNTERED AT ELEV .fl0
NO NATER RED _ ice_ = 10. ALL
�� A MINIMUM OF 5 AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
Q / r ' t 97.4 CSSERVA110W HOLE - 2 ELEV.-
9. 88.80
�� n' 1 I �j -- PERCOLATION RATE < _�_ MIN./INCH IN C HORIZON `r
8.2
€ _ ,14
/ _ �. � � j ' � � 11.00• � �
• 99.3 99.3
I eRDI
tr�npw roaon' 4^ 99. /� // 9 ! X92.2 96 92 I G LIMIT OF ry
�.. (ess numJ �9 .3 It 90 - �\
-: ( a 1 - o \>/
d
0
D. BOX
DEPTH
HORIZ
TEXTURE -COLOR
MOTT.
OTHER
0-12
A
LOAMY SAND 10YR4/1
NO
ROOTS
12-33
B
LOAMY SAND 10YR7/4
ROOTS
33-12
C
MEDIUM SAND 2.5Y7/4
\ SOIL
iA OF 44StS 4'
1ib1.fA*J Via. s� .. T. A. j
9 �t QUVAS ' y
1I* t + Na. X191
.APPROV'ED': BOARD OF HEALTH
\ \ 91.9 \ 2 i NO WATER ENCOUNTERED AT _l2(}}•_ ELEV. _7880
90. DATE AGENT
w
`
1 9
GALLO
\ .94
\ SOIL
i .100.9
w
,
' SE \ IAN
\
\ � � TEST 1 =
\
\ `�9
94.5
\
8 .5
.
99.2
\
\
\ \
45.00,
\
om
�
\
\
\
\
12'X2
\
DEC
101.8 .101.8
FENCE
\
..
rjov
\
_002)02.0
N
\
\
\
\
\
r 101.4
\
'
162.61 •
o
,rm ,
'
✓ *'97.6
GPTpI &1.LN
fl£L'AAAW lIX1A
i
CRq IINU ZWUI LLLVAIIUN 90.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR00
TP
SOIL TEST LOCATION
UTILITY POLE '.a,
TOWN WATER =W � \ W
CATCH BASIN
GAS LINEG`O!
CESSPOOL CP
CLEANOUT �p,
NUMBER OF H'EDROOris
GARaAC'- DI'SPOS.,L UNIT
TOTAL ESTIM `-ED FLOW
( 110 C;P,L. /L.t.,rU.i.S` :(......)
REQUIRED SEPTIC TANK CAP,�,L1+Y
ACTUAL SIZE OF SEPTIC l"rd'dii
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
EFFLUENT LOADING RATE
LEACHING AREA
(11X361)+(47=00/12)
LEACHING CAPACITY (AREA X RATE)
474.33 X 0.74
RESERVE LEACHING CAPACITY
3
GAL./DAY
GAL.
1500 GAL.
5 -MIN
- MIN./N.
4.74_ GAL. /JAY/S.F.
474.33 Sp, FT,
35i Q GAL./DAY
=&O GAL./DAY
r 101.5 , VINEYW?0 EASEMENT Y
- 87.7
X101 ANp
`�ApE I 150
-------- --
1 \__-----•
5D
/ AREA 34,056 t SF// I I •. 84.6
I
1
.I 1 CU71 , I , = 87.0 r
LO
97.4
O
004
Q ' \ 2 /
,l GRA L L DRIVE \
• 9s.s-,�ss.3 �se.9-_ /�� \ 1 / 11.00'-• l
�4Q0.1 4 99. / / /192.2
I/ --\g ,3 1�\� 98 92 , T LIMIT OF
y 0 99.5 /
�\115' OVERDI
NO WATER ENCOUNTERED AT 120"
ELEV.
/91.9
\I
2 ELEV.=-
SOI:_ D.�BOX
RATE < 2-
MIN./INCH
I
96.4
f
\ /
MOTT,
183.87
\\\ \\\ l
10YR4/1
NO
ROOTS
�5�� 87.0
33 B LOAMY SAND
10YR7/4
ROOTS
33-121 C MEDIUM SAND
2.577/4
• 100.9
i-�O GALLO
\
94
)100.3
N I = 97.8 LOT 21
\ SOIL
/ AREA 34,056 t SF// I I •. 84.6
I
1
.I 1 CU71 , I , = 87.0 r
LO
97.4
O
004
Q ' \ 2 /
,l GRA L L DRIVE \
• 9s.s-,�ss.3 �se.9-_ /�� \ 1 / 11.00'-• l
�4Q0.1 4 99. / / /192.2
I/ --\g ,3 1�\� 98 92 , T LIMIT OF
y 0 99.5 /
�\115' OVERDI
-f
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. 98.80
ELEV. = 97.25_
I.UVtKJ
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
FLOW LINF Fl- ` ll TEE
L//ELEV. = _97.90 / > 2-P
GAS v J LEVEL
BAFFLE ELEV. = 85.97 6" SUMP ELEV.
DISTRIBUTION ELEV. _
(TO BE PLACED ON FIRM BASE) BOX-J45ER_-/
1 500 GALLON TO BE WATER TESTED
IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN J
DOUBLE WASHED STONE
FREE OF, FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFlLE
NOT TO SCALE
SOIL lE
MA.w
i;dSPECTION PORT
LOAM AND SEED
1 2" LAYER OF
1/B" TO 1/2"
` WASHED STONE
87.05 MIN. VENT
NOT REQUIRED
m
G 10'1°1 ELFV = 84.97
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
11' X Z8' X 10" TRENCH FORMATION 8'17
SOIL ASSORPTION WELL N/A
SYIS tE1.I (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV, =
BOTTOM OF TEST HOLE ELEV. = @(Z_
ST NOTES:
DATE ES SOIL TEST JULY 24 2003 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
SOIL TEST DONE BY SWEETS E ENGINEERING TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
WITNESSED BY _A VON HON_`_
THE SUBSURFACE DISPOSAL OF SEWAGE.
OBSERVATION HOLE ELEV.= 89.80 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
PERCOLATION RATE < 2 MIN. INCH AT 66 WITHIN 6" OF FINISHED GRADE.
/ INCHES 3 ALL COMPONE
0-9 A/E LOAMY SAND 10YR4/1 NO JROOTs
9-33 B LOAMY SAND 10YR8/6 ROOTS
33-1.27 C IMEDIUM SAND 10YR7/6
NO WATER ENCOUNTERED AT 120"
ELEV.
/91.9
\I
2 ELEV.=-
SOI:_ D.�BOX
RATE < 2-
MIN./INCH
IN C HORIZON
DEPTH I :1Z TEXTURE
COLOR
MOTT,
OTHER
0� A LOAMY SAND
10YR4/1
NO
ROOTS
\O\v
33 B LOAMY SAND
10YR7/4
ROOTS
33-121 C MEDIUM SAND
2.577/4
• 100.9
i-�O GALLO
\
94
��- _ '
TI TAN
\ SOIL
\TSESST 1
99.2Q n
\\ 94.5
\
8 .5
45.00'
\ NLu
\
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DEC
• 101, 8
FENCE
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• )102.0
. N
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97.6
-f
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. 98.80
ELEV. = 97.25_
I.UVtKJ
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
FLOW LINF Fl- ` ll TEE
L//ELEV. = _97.90 / > 2-P
GAS v J LEVEL
BAFFLE ELEV. = 85.97 6" SUMP ELEV.
DISTRIBUTION ELEV. _
(TO BE PLACED ON FIRM BASE) BOX-J45ER_-/
1 500 GALLON TO BE WATER TESTED
IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN J
DOUBLE WASHED STONE
FREE OF, FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFlLE
NOT TO SCALE
SOIL lE
MA.w
i;dSPECTION PORT
LOAM AND SEED
1 2" LAYER OF
1/B" TO 1/2"
` WASHED STONE
87.05 MIN. VENT
NOT REQUIRED
m
G 10'1°1 ELFV = 84.97
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
11' X Z8' X 10" TRENCH FORMATION 8'17
SOIL ASSORPTION WELL N/A
SYIS tE1.I (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV, =
BOTTOM OF TEST HOLE ELEV. = @(Z_
ST NOTES:
DATE ES SOIL TEST JULY 24 2003 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
SOIL TEST DONE BY SWEETS E ENGINEERING TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
WITNESSED BY _A VON HON_`_
THE SUBSURFACE DISPOSAL OF SEWAGE.
OBSERVATION HOLE ELEV.= 89.80 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
PERCOLATION RATE < 2 MIN. INCH AT 66 WITHIN 6" OF FINISHED GRADE.
/ INCHES 3 ALL COMPONE
0-9 A/E LOAMY SAND 10YR4/1 NO JROOTs
9-33 B LOAMY SAND 10YR8/6 ROOTS
33-1.27 C IMEDIUM SAND 10YR7/6
NO WATER ENCOUNTERED AT 120" ELEV. _ _7ABQ
FILE COPY
THE
BE
ITARY
WITHSTANDINGNH-10FL ADINGNUNLESSSTHEYMAREALL ABLE UNDER ORP WITHIN F
10 FT. OF DRIVES OR PARKING AREAS. H-20 LCADING SHALL BE
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.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNEP / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN .ARE APPROXIMATE ONLY, EXCAVATION. -CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE,
7. CONTRACTOR IS TO
VERIFY GRADES DELEVATIONS S WELL AS
SIITE CONDITTIONS PRI RTOCOMMENCNGWORKON SITEANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
".. PARCEL IS IN FLOOD ZONEC
9. LOT IS SHOWN ON ASSESSORS MAP _ 1',4 __ A_ PARCEL 21
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDE-R-AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3).
APPROVED: BOARD OF HEALTH
DATE AGENT
1.- -7 ;
PROPOSED SEPTIC DESIGN
FOR
K m CAPPEIIUCCI
"LOT 21b 12 .i -f LN.
I' 1OUTHPORT, GORDON1
L'23:i
----------------
ENGWE MG
., GREAT WESTERN ROAD
508-P. 0. BOX 713
8-3922OUTH DENNIS, MASS,____ 02660
DATE JULY 25, 2003 SCALE _ 20'
"p- 5734-00
LOCATION MAP REVISED
-� SHEET i OP
---- _ ,
NO WATER ENCOUNTERED AT 120"
ELEV.
SMVA110N HOLE
ERCOLATION
2 ELEV.=-
88.80
RATE < 2-
MIN./INCH
IN C HORIZON
DEPTH I :1Z TEXTURE
COLOR
MOTT,
OTHER
0� A LOAMY SAND
10YR4/1
NO
ROOTS
\O\v
33 B LOAMY SAND
10YR7/4
ROOTS
33-121 C MEDIUM SAND
2.577/4
NO WATER ENCOUNTERED AT 120" ELEV. _ _7ABQ
FILE COPY
THE
BE
ITARY
WITHSTANDINGNH-10FL ADINGNUNLESSSTHEYMAREALL ABLE UNDER ORP WITHIN F
10 FT. OF DRIVES OR PARKING AREAS. H-20 LCADING SHALL BE
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.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNEP / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN .ARE APPROXIMATE ONLY, EXCAVATION. -CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE,
7. CONTRACTOR IS TO
VERIFY GRADES DELEVATIONS S WELL AS
SIITE CONDITTIONS PRI RTOCOMMENCNGWORKON SITEANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
".. PARCEL IS IN FLOOD ZONEC
9. LOT IS SHOWN ON ASSESSORS MAP _ 1',4 __ A_ PARCEL 21
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDE-R-AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3).
APPROVED: BOARD OF HEALTH
DATE AGENT
1.- -7 ;
PROPOSED SEPTIC DESIGN
FOR
K m CAPPEIIUCCI
"LOT 21b 12 .i -f LN.
I' 1OUTHPORT, GORDON1
L'23:i
----------------
ENGWE MG
., GREAT WESTERN ROAD
508-P. 0. BOX 713
8-3922OUTH DENNIS, MASS,____ 02660
DATE JULY 25, 2003 SCALE _ 20'
"p- 5734-00
LOCATION MAP REVISED
-� SHEET i OP
---- _ ,