83-1684iz
400 kP6171P
/ ?
zvleg ,P(p,4,nq
f f (qWY
&Ui i /i 14 f
FZ �Y
f
a�
f f (qWY
&Ui i /i 14 f
• 10.18
10.23
AD
LEGEND:
EXISTING SPOT ELEVATION *0.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR 0 1P
SOIL TEST LOCATION
UTILITY POLE 7)�
TOWN WATER ®W-- ---W-
CATCH BASIN "❑�
GAS LINE G
CESSPOOL CP
CLEANOUT
TOP OF FOUNDATION
ELEV. _ 22A0 _-
SLAB ELEV. =
10 FT. MINIMUM
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. = 18.33
ELEV. _ _A10_
SLAB OR CRAWL SPACE
CONCRETE
COVERS 4" SCHEDULE 40 PVC PIPE
MIN, PITCH 1/8" PER FT,
V-ELEV. _ _17.65_/1'11 LEVOEL
BAFFLE VV ELEV. _ _iL75_J6" SUMP ELEV.
DISTRIBUTION ELEV. _
(TO BE PLACED ON 11 FIRM BASE) BOX _lZ5$ J
TO BE WATER TESTED
1500T7 GALLON IF MORE THAN ONE OUTLET
SEP 1 �C TANK (TO BE PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN J
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTi M PROFlLE
NOT TO SCALE'
CLEAN SAND
PORT
\M AND SEED
C 2" LAYER OF
\t/8" TO 1/2"
WASHED STONE
18.63 MIN.
NOTREQUIRED
ELEV. = 16.75
z
6 HIGH CAPACITY INFILTRATORS
WITH STONE IN AN <
11' X 48' X 10' TRENCH FORMATION .. .10
SOIL ABSORPTION WELL s'
ZONE
SYSTEM (SAS) _
INDEX _
n ADJUST
USGS PROBABLE WATER TABLE ELEV. = 12.65_
OBSERVED WATER TABLE (12/16/02) ELEV. = 1L�5
BOTTOM OF TEST HOLE ELEV. -
SOIL TEST
DATE OF SOIL TEST QEC�M$QR 16��Q0�
SOIL TEST DONE BY EA_QLE_$QaR lY1 a__
WITNESSED BY _A._YQN _I NE
OSSERVATM HOLE i ELEV.=_14.25 OBSERVATION HOLE 2 ELEV.
PERCO'_AT,ON ZATE __>3 _ MIN./INCH AT 28 INCHES PERCOLATION RATE __>__3__ MIN./INCH IN C HORIZON
DE°Tr.
I -CR
TEXTURE
COLOR MOTT.
OTHER
0-•
i C
FIBRIC
FIBRIC
NO
NO
4-11
C
LOAMY SAND
10YR3/3
10YR3/3
11-20
B
LOAMY SAND
10YR4/6
10YR4/6
0-120
Cl
LOAMY
10YR5/8
10YR5/8
RESERVE LEACHING CAPACITY MIR GAL./DAY
NOTES:
MEDIUV SAND
MEDIUM SAND
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
REV- APR. 22,2005
WATER ENCOUNTERED AT _3C%_ ELEV. = __11 95
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-2
0
FIBRIC
( 110 GAL/BR./DAY X 4 BR.) _440_ GAL./DAY
NO
REQUIRED SEPTIC TANK CAPACITY _B$Q_ GAL.
2-16
A
LOAMY SAND
10YR3/3
DESIGN PERCOLATION RATE Ste`__ MIN./IN,
16-24
B
LOAMY SAND
10YR4/6
(1,X46)+(59X2X10/12)
4-120
Cl
LOAMY
10YR5/8
RESERVE LEACHING CAPACITY MIR GAL./DAY
NOTES:
MEDIUM SAND
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
REV- APR. 22,2005
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
WATER ENCOUNTERED AT __Aj"__ ELEV. = __10.24_
• 2(
17.98 i A
71.0
0
7Do \
\\ \\ oD 14 4 \\ LOT 1 \\ \\ \\ /��`� r� N
pg C
I \ \ 8.40 / I \• \LIMIT OF "�
\ \� • �; \ 44,195 S.F. \ / I �. 5' OVERDIG 1
\ ,. \ • 5.33 \ \
\\ \ ti I • n� \\ I SOIL
\ �Sy (• - \ I _ TEST 1
_ __
\ \ D _ �� 18.64 II tt, OF 4A
\ 16 \R11F 770 -
• 12.71 � 1 __• / _- -_
!b, G
C 1 • \ I ig \\ - _ / 21.03 �7 /f U ouMns
\ -
e
\ \ 1 w
\ / "~PPROVED: BOARD OF HEALTH
/5.20► \• � \ 1 � t j
15.17 t _ \V 1 DATE AGENT
11.34
` 72
�\
�\10.17
11.58
�1o.sz
10.61
�11.99 j 0.61
O
1t7 i i.�]
SOIL \
TEST 2 /
/
/
11
1 1\
it
t
\ r^
J
\ e;q.52 a
--- f\
��2 p
DESIGN CALCULATIONS
NUMBER OF BEDROOMS _ 4 _
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
PROJECT LOCATION TOT 29 159
CENTER STL..,J LOT
( 110 GAL/BR./DAY X 4 BR.) _440_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _B$Q_ GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE Ste`__ MIN./IN,
EFFLUENT LOADING RATE QIP_ GAL./DAY/S.F.
SCALE 1 " = 20'
LEACHING AREA 828 33 SQ. FT.
(1,X46)+(59X2X10/12)
REV. JUNE 28, 2005
LEACHING CAPACITY (AREA X RATE) M3a GAL./DAY
JOB NO. 55892-02
626.33 X 0.74
RESERVE LEACHING CAPACITY MIR GAL./DAY
NOTES:
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
REV- APR. 22,2005
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
REV. OCT. 13, 2004
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
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.
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 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 ZONE 9___
9.
__9_140
LOT IS SHOWN ON ASSESSORS MAP __ AS PARCEL
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 3/4" PER FOOT SHALL BE MAINTAINED FOR A
MINIMUM OF 15' AWAY FROM THE FOUNDATION.
12.
A VARIANCE OF 0.61' IS REQUIRED BECAUSE THE TOP OF FOUNDATION IS
LESS THAN 2' ABOVE HIGH POINT IN ROAD.
13.
GUTTERS, DOWNSPOUTS, AND DRYWELLS REQUIRED.
14.
ALL DISTURBED AREAS ARE TO BE REVEGETATED.
15.
HAYBALE AND SILTFENCE WORKLIMITS ARE TO BE IN PLACE PRIOR TO
r
ANY EXCAVATION COMMENCING ON SITE.
• 2(
17.98 i A
71.0
0
7Do \
\\ \\ oD 14 4 \\ LOT 1 \\ \\ \\ /��`� r� N
pg C
I \ \ 8.40 / I \• \LIMIT OF "�
\ \� • �; \ 44,195 S.F. \ / I �. 5' OVERDIG 1
\ ,. \ • 5.33 \ \
\\ \ ti I • n� \\ I SOIL
\ �Sy (• - \ I _ TEST 1
_ __
\ \ D _ �� 18.64 II tt, OF 4A
\ 16 \R11F 770 -
• 12.71 � 1 __• / _- -_
!b, G
C 1 • \ I ig \\ - _ / 21.03 �7 /f U ouMns
\ -
e
\ \ 1 w
\ / "~PPROVED: BOARD OF HEALTH
/5.20► \• � \ 1 � t j
15.17 t _ \V 1 DATE AGENT
11.34
` 72
�\
�\10.17
11.58
�1o.sz
10.61
�11.99 j 0.61
O
1t7 i i.�]
SOIL \
TEST 2 /
/
/
11
1 1\
it
t
\ r^
J
\ e;q.52 a
--- f\
��2 p
HOMER'S DOCK
vs
�� "
Z
m
qac
tiT
PROPOSED SEPTIC DESIGN
FOR r}�TT
DUBLIN CONLSTR CTION
PROJECT LOCATION TOT 29 159
CENTER STL..,J LOT
SI1°=ER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
°ATE FEB. 6, 2004
REv. JAN. 5, 2006
SCALE 1 " = 20'
REV. JUNE 28, 2005
RE v- AUG. 27, 2004
JOB NO. 55892-02
REV- APR. 22,2005
LOCATION MAP
REV. OCT. 13, 2004
SHEET .1 OF 1�
C.•
02004 SWEETSER ENGINEERING
NTE -
.moo_
TOP OF FOUNDATION
ELEV. =� _-
SLAB ELEV. = 14_5-0- _
10 FT. MINIM
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
-ELEV. 18_35
ELEV. a 18.10
FROM CELLAR
AS OR CRAWL SPACE
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
LINE
-THIN. 2
ELEV. _ _1�•_ LE
BAFFLE ELEV. = 17.75_ 6' SUMP ELEV. = 17.59_
DISTRIBUTION ELEV. _
BOX _iz5&__J
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8" TO 1/2"
OS MAX WASHED STONE VENT
18.83 MIN. NOT REQUIRED
z
18.08
o=: 010 ELEV. = 18.75
g HIGH CAPACITY INFILTRATORS
AN
/ \
WITH STONE 1N (TO BE PLACED ON FIRM BASE) CH a
4.10
4 FEET 14 INCHES TO BE WATER TESTED 11' X 48' X 10� TRENCH FORMATION ..
/ 5 FEET 19 INCHES IF MORE THAN ONE OUTLET z
/ 6 FEET 24 INCHES 1500 GALLON � WELL SOW 252
/ 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION
/ LO 8 FEET 34 INCHES SEPTIC TANK ZONE A
3/4" TO 1 1/2" CLEAN INDEX 47.3
50,329 // ??B g? DOUBLE WASHED STONE SYSTEM (SAS) v ADJUST 14
/ I / FREE OF FINES do SILT
USGS PROBABLE WATER TABLE ELEV. =
o/ / SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (12/16/02) ELEV. =
E _11-25
/ I plOo NOT TO SCALE BOTTOM OF TEST HOLE ELEV. a 3.21
41 DR L
N
k0 I I I v I I
WAL UTS
SEE RESTORATION PLAN 1 DECK I p�COg4I \
I FILED HEREWITHI BUT SEPERATE F lgN�Yr \
-
rD PROPOSED DWELL) / i II 8e?y•
1 c� UNDER CO STTRUC
I i I 4.2
pp rye / I
II I I I Q �S D. BOX i/ 1
1 I o
I � 04 /
it
l j
54.75' 1 19.04
m \ [ I
1 I
` � I
\\ I DR OVERDIc /
1
/ N 16
• 30 14.39. / \-'jlsS.
� � A c'KI f�
0' \SOIL 0 \ \ y d
U Jr'•'
• TENT 2 \ 17.27 W
+• A A \ D r I
4 14.30 13.9. \ I ,595 1 l
19.78 rr
1 0 \ • \ I \ 2
cl) co
•10.25 \ \�\\ + \\ I` \ • 18.78 Lt rr\ or'r�y�
D. BO� r
A \ SOIL V A 4 r rr y
a TEST 1
1 (� 14.25 \ \ \ 4 / 78. do /
1 V OOP �v v V v A I' r
lk
17.98
71.0Q
\\ \\\ Oy 14 `sct a Q \\ LOT 1 \I \\ \ / \ LIMIT OF
SOIL TEST
DATE OF SOIL TEST QE„CE.MBFR 16 2QQZ
SOIL TEST DONE BY EA&LF__2V EYJ1yS�__
WITNESSED BY -._ YQN_JiQNE
09SERVATION HOLE 1 ELEV.-_,425 OBSERVATION HOLE 2 ELEV.= 13.91
PERCOLATION RATE ___>__3 MIN./INCH AT 28INCHES PERCOLATION RATE > 3__ MIN./INCH IN C HORIZON
DEPTH
HORIZ
TEXTURE COLOR
MOTT.
OTHER
0-4
0
FIBRIC
NO
4-11
A
LOAMY SAND 10YR3/3
11-20
B
LOAMY SAND 10YR4/6
0-120
Cl
LOAMY 10YR5/8
MEDIUM SAND
21.38
WATER ENCOUNTERED AT 3fi__ ELEV. = __11 25
O
• 2(
w
m
M
0
z
DEPTH
HORIZ
TEXTURE COLOR
MOTT.
OTHER
0-2
0
FIBRIC
NO
2-16
A
LOAMY SAND t0YR3/3
16-24
B
LOAMY SAND 10YR4/6
4-120
Cl
LOAMY 10YR5/8
MEDIUM SAND
WATER ENCOUNTERED AT _44 ELEV. = __11L2A-
DESIGN CALCULATIONS
NUMBER OF BEDROOMS _ 4 _
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/9R./DAY X 4 BR.) -440_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY __8$4_ GAL.
ACTUAL SIZE OF SEPTIC TANK 15_0_0_ GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE «__ MIN./IN.
EFFLUENT LOADING RATE474_ GAL./DAY/S.F.
LEACHING AREA 828.33 SQ. FT.
(11 X48)+(59=10/12)
LEACHING CAPACITY (AREA X RATE) S43.4g GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY 443,49. GAL./DAY
NOTES:
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
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.
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 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 ZONE
9. LOT IS SHOWN ON ASSESSORS MAP __t'a _ AS PARCEL _
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 3/4" PER FOOT SHALL BE MAINTAINED FOR A
MINIMUM OF 15' AWAY FROM THE FOUNDATION.
12. A. VARIANCE OF 0.61' IS REQUIRED BECAUSE THE TOP OF FOUNDATION IS
LESS THAN 2' ABOVE HIGH POINT IN ROAD.
13. GUTTERS; DOWNSPOUTS, AND DRYWELLS REQUIRED.
14. ALL DISTURBED AREAS ARE TO BE REVEGETATED.
15. HAYBALE AND SILTFENCE WORKLIMITS ARE TO BE IN PLACE PRIOR TO
4NY EYCAVA>'ON COMMENCING ON SITE
1c.18 44 195 S.F. 1 \\ 18.40 // I �� 5' OVERDIG
/ \\ \ 11 • 5.33 \ \\ / 1+11\r
/ • 1o. \\ \ �s9� I �r I - \ _ I _ -
TEST 1
9z 1 �
/ ®18.64 ZN OF kqs`�
/ \ 12.71
((�/ J//1
/ \\ �� \►\ I 18 \ / 21.03 4/Y a T.A.
A y.
/410^23 \ CF • \ \ l y/ No 1lts d
� . ,
�.1.
\ / � I ° ��� � a�° PPROVED: BOARD OF HEALTH
\ I / • A15.2D�.\;
15.17 11 \\ I DATE AGENT
•
\ \ �_� \► \ 11 TES027 �\ it PROPOSED SEPTIC DESIGN
=k72 / ,.' \r 1 / I FOR
/ _ _ _ \� \\\ /// HOMER'S DOCK DUBLIN CONSTRUCTION
\\
11.58 \ \► \ // 1\ 62 r^�rm PROJECT LOCATION j f T 29 159
�] \� 10.61 , \. ,/ ;; m CENTER ST., YAR11 UTHPORT
52
LEGEND: 11 11.99 ?�pB / \� / ST SSR ENGD�G
EXISTING SPOT ELEVATION >0.0 0. 61
/
235 GREAT WESTERN ROAD
EXISTING CONTOUR ----00---- \ \\ ` L 66 39808- F. 0. BOX 713 02660
RNAL SPOT ELEVATION \ \ / • fl43• 5 (�1 SOUTH DENNIS, MASS.
FINAL CONTOUR - \\ \ �♦ L 3' 112WO(e
SOIL TEST LOCATION Q► \ 10 \\ / \► L C�F�
UTILITY POLE rQ, K ��•.� ....� '� REV. T DATE FEB. 6, 2004 SCALE 1 „ = 20>.
TOWN WATER -w-�w �� . o' JAN. 5, 2006
CATCH BASIN❑� / h
GAS LINE 0 G'" N6'sy�„ \\ / REV. rJOB N0.
CESSPOOL Sp � �p \ ri REV' JUNE 28, 2005 AUG. 27, 2004 I - 5892-02
CLEANOUT -ems C.O. �pppp
\\'xi°"n REV. APR. 22, 2005 LOCATION MAP
REV. OCT. 13, 2004 SHEET 1 OF 1
1.c� \ 1.68 C.- S8 PRO) 5892-00 dwg 5892-SAS-LO72REVJ.DWG 02004 SWEETSER ENGINEERII
1L r 1r,1IY►:LJ 1`