HomeMy WebLinkAbout83-1995See Ae C t
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YARMOUTH/CCfPUBLIC HEARINGS
5115114 LEGAL NOTICE
TOWN OF YARMOUTH
CONSERVATION COMMISSION
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YARMOUTH/CCfPUBLIC HEARINGS
5115114 LEGAL NOTICE
TOWN OF YARMOUTH
CONSERVATION COMMISSION
The
public hlear-
oggmmission will gond Conservation
Wsetts
etland Act to M.G.L MChapter 131,
Section 46 and the Town of Yarmouth
Wetland By-law, Chapter 143, on
at the
• Thursday May 15, 2014
Yarmouth Town Offices, 1146 Route
28 South Yarmouth, MA beginning at
7:60 p.m. for the following matters:
Reuuuest for a Determination of
A plicabi V:
47 Harbor RRoad West Yarmouth, MA
as
anMichael
deck n buffer zoneto a
f
wetland
73 Indian MemorialDrive South
Yarmouth, MA as tiled by John
s a -. -.. i
' r...
Whple, propose addition and minor
andscape steps within buffer zone to
Long Pond
a
N
c ZAP
Ginn
�—
Noticeotlntent:
29 Camp Street West Yarmouth, MA
oy Dewitt Davenport for prop -
a m >ety
as filed
owner Donald Poole. Remove and
rebmld existing single family dwelling
f
7. an garaga with a driveway, Title 5
In
pd
R verfronand appurtenances
o n z
it within a
�y
50 Driftwood Lane Yarmouth Port, MA
as filed by Alexander Combs,,propos-
es an elevated walkway and invasive
f3ass River.
species removal along
Plans and applications for the above
- may be examined in the Yarmouth
®
Conservation
Commission Office 1146 Route 2B,
South Yarmouth MA. Monday thru
Friday between &hours of 9:00 a.m.
and 4:b0 P.M. -
Ed Hoopes, Chalrinan
Yarmouth CC
aission
mein
- AD#13113065
The Register 5/8114
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MIN. PIMH 1/8 .PER 1/8" TO 1/2.
WASHED STONE .
" 23.23 MAX OR FILTER FABRIC VENT
3.00
4 CAST IRON PIPE _ 20.98 MIN. NOT REQUIRED
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT FLOW TEE
DEPTH
HORIZ TEXTURE
ICOLOR - I MOTT. -I OTHER
0-12"
Ap SANDY LOAM
10YR3/2 NO
12 31'
8 LOAMY SAND'
1OYR5/8
31-120"
C MED, COAR. SAND
2.5Y5/4
LOC. 29 CAI;r.P ST. IAT 1
WEST YAR1,10MIL MASS.
SOIL TEST
S=M? MGM=MG
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS, 02660
T 20 ,
DATE OF SOIL TES Q� TOBER .�4:�_12__-
DATE APR. 28, 20141
FSCALE 1 �> = 20'
FROM CELLAR OR CRAM .SPACE
' 20 FT. MINIMUM F
SOIL TEST DONE BY BYERGATIAN
REV. MAY 13, 2014
JOB No. 7401-00
•: 'TOP OF FOUNDATION
10 FT. MINIMUM FROM SLAB
CLEAN SAND
WITNESSED BY _9_V41� ON
,
�
ELEV. 23.60
10 FT. MINIMUM
._._��
NGVD
( ).
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
FT
INSPECTION PORT
LOAM" AND SEED
2 LAYER OF
I
OBSERVATION HOLE 1 ELEv.-__20.8
PERCOLATION RATE < 2 MIN./INCH AT 54 INCHES
MIN. PIMH 1/8 .PER 1/8" TO 1/2.
WASHED STONE .
" 23.23 MAX OR FILTER FABRIC VENT
3.00
4 CAST IRON PIPE _ 20.98 MIN. NOT REQUIRED
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT FLOW TEE
DEPTH
HORIZ TEXTURE
ICOLOR - I MOTT. -I OTHER
0-12"
Ap SANDY LOAM
10YR3/2 NO
12 31'
8 LOAMY SAND'
1OYR5/8
31-120"
C MED, COAR. SAND
2.5Y5/4
e
'^r4
LEVELERS
NO WATER ENCOUNTERED AT 120" ELEV. - 10.8
FLOW LINE 20.23
?
ELEV. a _so.eo_ 10" 22, . ° °-zg . ° OBSERVATION HOLE 2 ELEV., 20.2
IN. EV. a 20.13_ LEK ° " ° 10 ELEV. 18.9
I SLAB ELEV. 18_1 i_ 6" MP ELEV. s 19.73
k, ELEV. - -20J-8 BAFFLE ELEV. 9L90
4 DISTRIBUTION El EV.
i n. m rt Qi 1Y 19J3 _ 8 HIGH CAP STONNE TY IINI IN
WITH
DEPTH
HORIZ I TEXTURE
COLOR MOTT. JOTHER
0-6"-
Ap ISANDY LOAM
10YR3/2 NO
6-30"
8 LOAMY SAND
10YR5/8
30-144"
C MED./COAR. SAND
2.5Y5/4
WATER ENCOUNTERED AT 138" ELEV. _. 8.7
DESIGN CALCULATIONS 4
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X _i_ BR,) _.340- GAL./DAY
_ REQUIRED SEPTIC TANK CAPACITY -J60_ GAL.
ACTUAL SIZE OF SEPTIC TANK _j!LQL GAL.
SOIL CLASSIFICATION 1__
I DESIGN PERCOLATION RATE 15-b- MIN./IN:
EFFLUENT LOADING RATE GAL/DAY/S.F.
LEACHING AREA 628.33 SQ. FT.
(11X48)+(59X2X70/12)
LEACHING CAPACITY (AREA X RATE) +� it GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY MIR GAL/OAY
•1 -
NOTES:
1. ALL WORKMANSHIP AND MATERIALS' SHALL CONFORM TO`D.E.P.
1 LAURA BAKER 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
WTHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WTHIN
12.0 i 4.0 / 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
BE MORTARED IN PLACE.
/ 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NTH
16.0 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
44� IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
1.80 I • - 19.0 IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONES _B do C
/ 9. LOT IS SHOWN ON ASSESSORS MAP-_ AS PARCEL
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
i 18 B /
20.3 ! FORA MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
/ 11. EXISTING BUILDINGS AND ALL UTILITIES ARE TO BE REMOVED AND
13.6 / REPLACED WITH NEW AS SHOWN.
/ E78A ' 12. ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED.
AVO
13. THIS PLAN IS GENERATED FROM A PLAN BY BSC GROUP..
/ (0 REM NJ � /• 14. THERE ARE TO GUTTER, DOWNSPOUTS, AND DRYWELLS INSTALLED
/ AS SHOWN.
15. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
"e A. RESERVE AREA LESS THAN 100' FROM WETLAND .(VAR. OF 20.5
11i(
. � 1 . 19.0 21.0
o Y
fr A.
�
/ 19.0// N �'
/� �arFa�nt
.19.0 � � r
0.1
.>?S a q'
SOIL; SOIL' 21.02 e �CFrr �
• .0 I Nraw Nr r4o oar pt i
2
TEST aR new- I<59 -
S XI roan
/ ry
9.
1.8 • 19.0
24.6
[/_
19.0 lL
TEST 1
- w
^� APPROVED: BOARD OF HEALTH
BOO G N 21.0
PTI
9-4 LIMIT 21 C
DATE AGENT
17.00' 0 DIG
D.
Box
ADO
y 4 r- -n
4B 1, 00
a
0'
fX/ 77N I l
;3-8 DRO P ' v
D =CLI 40 LMNYL'
r.8 '
KA'<`?Y Y • lk'
60
ry
CLEAN OUT
C C S8 RROJ 7401-00 dw 7401-SASI.OWG 02014 SW cTSER ENGINEERIIvv
CESSPOOL' C.P. Q
ed �3 M
•
5
Locus 3
Q
BAKER A VLr-
ROUE 28
PROPOSED SEPTIC DESIGN
FOR
DAVENPORT REALTY TRUST
LOC. 29 CAI;r.P ST. IAT 1
WEST YAR1,10MIL MASS.
S=M? MGM=MG
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS, 02660
DATE APR. 28, 20141
FSCALE 1 �> = 20'
REV. MAY 13, 2014
JOB No. 7401-00
CHEET 1 OF ,1
LOCATION MAP
REV.
CLEAN OUT
C C S8 RROJ 7401-00 dw 7401-SASI.OWG 02014 SW cTSER ENGINEERIIvv
CESSPOOL' C.P. Q
ed �3 M
•
5
I
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
TOP OF FOUNDATION 10 FT. MINIMUM FROM SLAB
ELEV. .' 23.60 10 FT. MINIMUM CLEAN SAND
(NGVD) CONCRETE INSPECTION PORT
COVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8" PER FT,:. 2" LAYER OF
1/8' TO 1/2
WASHED STONE
23.23 MAX OR flLTER FABRIC VENT
1. " 20.98 MIN. NOT REQUIRED
3.00. 4» .CAST -IRON PIPE
(OR EQUAL), MINIMUM p� z'
PITCH 1/4" PER FT. LE LLERS TEE
FLOW LINE 20.23 °
ELEV.X0.60 _ -TM N. LEVEL >°
LEV.. 20_13 =' �icr 18.9,
SLAB ELEV. '= 18.,�t_ -` ° ELEV.. -----
ELEV.. _ GAS ELEV. a 19.90 6"SMP . ELEV.-
BAFFLE DISTRIBUTION
' ELEV.. 6 HIGH CAPACITY INFILTRATORS WITH.
LIQUID OUTL€S BOX _1423_ STONE IN AN z
LI FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED »• X 48' X 1O- TRENCH FORMATION Spd
5 FEET 19 INCHES 1500 GALLON. IF MORE THAN ONE OUTLET p WELL MW 29
6 FEET : 24 INCHES (TO BE PLACED ONFIRMBASE) SOIL ABSORPTION ZONE C - -
7 FEET 29 INC, S - - .3/4� TO 1 1/2" CLEAN - INDEX 9.59
8 FEET 34 INCHES SEP11C TANK SYSTEM (SAS)
DOUBLE WASHED STONE ADJUST 5.2
FREE OF FINES & SILT
USGS PROBABLE WATER TABLE ELEV. _ _13 4 -
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (10/24/2014) ELEV. _ _&Z__
NOT TO SCALE BOTT04 OF TEST HOLE ELEV. a -.&2.-
A�L AkL f
- _ - TOWN OF YARMOUTH \ .
AL CONS£R✓A77ON COVVSSiON
AL
AILAIL
AiL
\
�1la
AL 1 _
AL -AL
AL \ 10.0 / 1 LAURA BAKER
AL
0.
A ( 10.0 / 11.0
\
AL /12.0 1\4. 0
AL /
AL1,
AL
j 12.0AL 8
AIL
�(� 1 A. 10.010.3AL
,Jr • 19.0 /
AL 11-0
2
• AL !14 1• /f 1� � �+ / � m .18.8 20.3
/ 1
t
. � 1 AL AIL
A.L / 10.0 / / ' l lerbfE L I I
12.0 / / (D REMA/N) h I
LOT 1
A,ak 56,332 f S.F. ��// r 14.0
UPLAND
23,819 f SF. els [p1t.OJi2.0 19.0 21.0
LOWLAND lk / / • /.7 /ta.o
32,513 f S.F. I( t2. .8 1
19.0// h
.0/ / 1 } 19.0/ is J
AL 0
�AL
�9l!
0.1
1 � / 11.2 / / `2`/
1 10.0 �00. . I SOIL • . .0 2.0 I H 2dP NT TAG AXT
' 12 0 ,a.6 TEST 2 21acv nnv" r.sa
. J . t x• j
TOWN
CONSERVATIONOF YAPMOUTH
I A` AL 11.0/
• / / •17.8' 19.0 / / I
T AL
12l f 16. / ' 0-7
24.6
/14.0 / 19.0 . y
A q l l I �• _ ._ TEST , � ry
4l�"0:3 I is.o{� Jn7
-
fl/
6 EARAAL 11.0 0 REMO f I +DR WE
1
,IL 1
_j ] 00G N •21.0
PTI T
/ LIMIT L
• 1d.0 I 11.00' 0 DIGr�f
( l D. rrw
to 0 O X00 0' BOX C%
�
AL
I F •r.. � � � 2a' Go
1 Q,
AL
4 11.0
l F
/' `(• 10.2 I tz nN
/O ta'0 f 96.0 28.00 D LU 40 ML VINYL
0 0 �1 f LINER jjj �(
OO, 3 a C ro RY 1 L ". -_�-. �._ - 2 10
50.00'
LEGEND:
EXISTING SPOT ELEVATION - 00.0
EXISTING CONTOUR ----00---- 0 10 20 40 6 80
FINAL SPOT ELEVATIONN
0 ® KA7ti?,7! M. M/LLEN
FINAL CONTOUR------U
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER -WSW-
CATCH BASIN G_(go)
GAS UNE O.
CLEAN OUT C.- lam:
CESSPOOL C.P. 0
DEPTH
HORIZ I TEXTURE ICOLOR
MOTT. JOTHER
0-12"
Ap SANDY LOAM 10YR3/2, INO
Ap
12-31"
B ILOAMY SANG 10YR5/8 -
6-30"
31-120"
C MED. COAR. SAND 2.5Y5/4
t0YR5/8
DEPTH
HORIZ
I TEXTURE
ICOLOR I MOTT. JOTHER
0-6"
Ap
SANDY LOAM
1OYR3/2 NO
6-30"
B
LOAMY SAND
t0YR5/8
30-144"
C
MED,/COAR. SAND
2.5Y5/4
Lows 3
C)
�e o
Q.
BAKER A VE-
0
ROUTE 28
PROPOSED SEPTIC DESIGN
FOR
DAVENPORT REALTY TRUST
LQC. 29 CAMP ST., LOT i
TrEST YARMOM, MASS.
ST=ER L71GI=R TG
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE APR. 28, 2014
SCALE ill - 20'
REV. MAY 13; 2014
JOB No. 7401-00
LOCATION MAP
REV.
5HEET 1 - OF ,1
=917 20 FT. MINIMUM FROM CELLAR OR CRAWL. SPACE
TOP OF FOUNDATION ip FTMINIMUM FROM SLAB
ELEV. m _23_8 . 0 _ 10 FT. MINIMUM CLEAN SAND
(NGVD) CONCRETE INSPECTION PORT
COVERS4' SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8" PER FT. 2" LAYER
1/8" TO 1/2-
WASHED STONE
23.23 MAX. OR FILTER FABRIC VENT
300 4" CAST IRON PIPE 20.98 MIN. NOT REQUIRED
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT. TEE
��yy
LEVVE�ERS
FLOW LINE 20.23 m
ELEV. = 20.80 7M N.° °
ELEV. _ _20,13 LE2y = ° 10' ° 18.9
SLAB ELEV. _ .18.1 f VOEL o _ _ ELEV. e
ELEV. _ _2Q 38- GAS ELEV. 19.90 5"SMP ELEV. 19.73
BAFFLE DISTRIBUTION
Elm
ELEV. 6 HIGH CAPACITY INFILTRATORS WITH
LIQUID OUTLET -' - BOX -%737--/STONE IN AN -
4 FEET 14 INCHES DEPTH TFF (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 11' X 48' X 100 TRENCH FORMATION X - -
5 FEET 19 INCHES IF MORE THAN ONE OUTLET
6 FEET 24 INCHES 1500 GALLON (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL iW
7 FEET 29 INCHES ZONE C
8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN SYSTEM (SAS) INDEX 9.59
DOUBLE WASHED STONE ADJUST 5.2
FREE OF FINES & SILT
USGS PROBABLE WATER TABLE ELEV.
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (10/24/2014) ELEV.
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ __E.2
. AL \
TOWN OF YARMOUTH
AL `.
CONSERVA77ON COMMISSION \
ALL
\ AIL
AUL
'mss
AL
AL AL
1Elc \ 10.0 / 1 LAURA BAKER
/ 10.3 11.0 /
AL � 110.0 I / /.
O ! 12.0 j 4.0AL
�.
AL
1 / /
16.0
�d?
I � t 2.0
tL AIL
1AL
1 �1�BO I 1 19.0 I
12.0 /
1. // / 18.8 / 20.3 '
AL 1 13.6
AL � / / / - / / £TBA(�
10.0 I / VEMAIA/• I
f 12.0 / (0 REMAIN) �O
LOT 1 l �'
AUL 56, 332 f S. F. 1 t'712.0o / % 14.0
1 UPLAND ` / 1
23,819 f S.F.. 19.o / 2, .0
LOWLAND JI � / .7 /14.0AIL
J2,51.3 f S.F. 12. .8 19. 0//
19
B
✓1.6 190
H
AL / j 14.0 /
�6 r
0.1
AL
93,
11.2 21.0
10.0 /00 I /v 2 .0 / H2a vi roc exr
12.0 • 14.6 T X TEST SOIL; •` .I� My'toss
� 11.0 / a RKL1 /
TOWN OF YARMOUTH I �Ifc / N'r,
CONSERVA77ON COMMISSION Q gt,Sy/-
f76. 17.8' .19.0
I (/ 12.0 / 1 / ..24.6
14.0 �i / / co
19.0 SOIL '\ • r a / '1 I
LVL /'x/70,3 �`I I I _•_ TEST 1 h
AL
+' Q 16.0{� % ^
- tq .113.6 r'JLD CARR E i^•J O � ct
1r'
� 11:0 1 0 R£MO .. L�) ry � •
R WE
4AL
_� f
1 )_ 1500 G N 21.0
PTI T
0 LIMIT 121
.r.1�9?0 17.00' 0 DIG
%
/ - ---- 136.7' I � 14.0 �t I (� 00 � BOX
y
` p r�r3.8 � }� r = 48• Go' J1
AL 11.0 JAO
10.2 12,A` 1 �; / 1 ' EX.fDN I '�
sry O I DDRO tiI
0 /� ti� ta.0 �, 16.0 28.00 D =[L/ j 40! L N� f
.0 - _ - 1' I
O 4.0 Y L - �- - .- - 2 �0 w„^
50.00' ^ 50.00'
LEGEND:
EXISTING SPOT ELEVATION 00x0 c
EXISTING CONTOUR ----00---- 0 10 20 40 60 so
FINAL SPOT ELEVATION 00.
FINAL CONTOUR KATH4YN M. M/LEEN I
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER =WSW`
CATCH BASIN �® j
GAS LINEC.�.-y-
CLEAN OUT,
CESSPOOL C.P. 0
SOIL TEST
DATE OF SOIL TEST QCTOBER24,-.2012
SOIL TEST DONE BY B.YYERGATIAN
WITNESSED BY A. VQgJ_Q6IL_
OBSERVA110N HOLE 1 ELEV.a__.2o:8_
PERCOLATION RATE _ < 2_ MIN./INCH AT 544 INCHES
DEPTH
HORIZ
TEXTURE
COLOR MOTT. OTHER
0-12
Ap
SANDY LOAM
10YR3/2 NO
12-31"
B
LOAMY SAND
10YR5/8
31-120"
C
MED./COAR. SAND
2.5Y5/4
NO WATER ENCOUNTERED AT _120"
HORIZ I
ELEV. =
-Al- -
OBSERVATION HOLE
2
ELEV.=_
20.2
DEPTH
HORIZ I
TEXTURE
ICOLOR I MOTT,
JOTHER
0-$
Ap
SANDY LOAM
10YR3/2 NO
LOC.
29 CAIf.P ST., IAT 1
WEST YARMOUTH, MASS.
6-_30
B
LOAMY SAND
10YR5/830-1
Sr=ER ER BWDYEEMG
203 SETUCKET ROAD,
508- SOUTH DENONIS 713 ASS.
385-6900 02660
DATE APR. 28, 2014
44" C MED./COAR. SAND 2.5Y5/4
WATER ENCOUNTERED AT 138" ELEV. = R•7 -
DESIGN CALCULA11ON5
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL UNIT -_
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X 4 BR.) _4-4Q_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _.843 GAL.
ACTUAL SIZE OF SEPTIC TANK 1kQOL GAL.
SOIL CLASSIFICATION -
DESIGN PERCOLATION RATE S -b- MIN./IN.
EFFLUENT LOADING RATE_026&GAL./DAY/S.F.
LEACHING AREA SQ. FT.
(11X48)+(59X2X10/12)
LEACHING CAPACITY (AREA X RATE) GAL./DAY
628.33 X 0.74
RESERVE LEACHING CAPACITY -03.4$ GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO •O.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 MASONARY 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 ZONES 8 dt C
9. LOT IS SHOWN ON. ASSESSORS MAP PARCEL S
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15:255:(3).
11. EXISTING BUILDINGS AND ALL UTILITIES ARE TO BE REMOVED AND
REPLACED WITH NEW AS SHOWN. -
12. ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED.
13. THIS PLAN IS GENERATED FROM A PLAN BY BSC GROUP.
14. THERE ARE TO GUTTER, DOWNSPOUTS, AND ORYWELLS INSTALLED
AS SHOWN.
15. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: '
A. RESERVE AREA LESS THAN 100' FROM WETLAND (VAR. OF 20:5').
APPROVED: BOARD OF HEALTH
DATE AGENT
LOCUS p�� Q
Q~ 5
�Q
BAKER A VE
0
ROU tE 28
PROPOSED SEPTIC DESIGN
FOR
DAVENPORT REALTY TRUST
LOC.
29 CAIf.P ST., IAT 1
WEST YARMOUTH, MASS.
Sr=ER ER BWDYEEMG
203 SETUCKET ROAD,
508- SOUTH DENONIS 713 ASS.
385-6900 02660
DATE APR. 28, 2014
SCALE 1" ;20'
REV. MAY 13, 2014
108 No: 7401-00
LOCATION MAP
REV'
SHEET 1 OF 1
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
11EV . 23.60 10 FT MINIMUM 10 FT. MINIMUM FROM SLAB -
LEGEND:
AL
AL
AL
AL
70w"/ OF YARMOUTH
CONI ADN COMM/SS/ON
AL
AUL - AL
/J9 AL
ills /
iIIL , AL 1
AL \ AL10.0 / _ 1.. LAURA BAKER
/10.3 /
IL`. 10.0 J 11.0
\ o
/12.0 \4.0 /
AL int 1 I 11.y
JL
16.0
I12.0 1 �8•
AL JL
AL ALAIL
10.Q 0.3
19.0
AA. JL/ 1t.4 / d /
t 12.0 '
AL AL / 20.3
AL AL AL / K£7BA
1 10.0 12.0 / / / (0 REMAIN) �. /..
LOT 1AIL /
56, 332 f S.F.��// 14.0
UPLAND ilio (p 11.0
1
23,819 7 S.F. 712.0 / � 1 ' • 19.0 21.0
LOWLAND AL f
IL 32,513 j S.F. •12 7 /14.0l./ 1
n/ o . .8 / 19.0// ry
19.0� j
6
314 0 1.0
AIL 0.1
/ 9S
70.0 / 11.2 / /00IR P SOIL ` 2L 2 .0 Iff7l
rT�GmxT
1 12.0 / �` d /,' TEST 2 ✓Yd 59 14.6 X
CONSER A TOM COMMISSION I IOM Of' YARMOUTH AL �L 4�� 11.0 / F� G� RKL 9.
AL
j SILTY)-�
. 4
12.0 16. 24.6
14.0
19.0SOIL
I3L lP.3I I.I -� - TEST 1,
//" 16.0 ^
• 113.6 bC CARA �" l •• p /
1 11.0 r REMO
AL ( y�
iDR WE
1
3@.1500 G N • 21.0
M PTI '
II 1 O �• __ LIMIT 91 C
/• 7d.0� I 1 I ••7� 0 K 11.00' 0 DIGr_h
-AL136.1D.
' . I
IN
0 �f i 14.0 VQ BOX �}+,
110. I , 3.s�'
AIL 00
11.0�1a.0
• J
� o �� ��• 10.2 1252' j T �.EX/ nN �+ -
,,`�
0 0�v 14.0 16.0 26.DO.1 D FLLJ r ' 40 ML MNYL
NER?OgOp03.70 y l L - c=- -- 2 (0Vr
Ey
80 l
KAAdRYN M. M/LEEN t
SOIL TEST
DATE OF SOIL TEST 9_C_!C@fE 242012
SOIL TEST DONE BY B_YERGATIAN
WITNESSED BY ,A._Y4IL_H4NE---
OBSERVATION HOLE 1 ELEV.=_ 20.8 '
PERCOLATION RATE 2- MIN./INCH AT 54- INCHES
HORIZ
-_
MOTT.
OTHER
Ap
SANDY LOAM 10YR3/2
CLEAN SAND
20.22
B
ff23
(NGVD)
30-144" C MED./COAR. SAND 2.5Y5/4
CONCRETE
MED./COAR. SAND 2.5Y5/4
SrXETSER EArGII ERDYG
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
COVERS
INSPECTION PORT
SCALE 1 11= 20'
DATE APR. 28, 2014
REV. MAY 1:3:=,2014
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
LOCATION MAP
REV.
SHEET 1 OF 1
MIN. PITCH tf8" PER FT.
2" LAYER OF
1/8" TO 1/2"
WASHED STONE
3,00
4" CAST IRON PIPE
23.23 MAX OR FILTER FABRIC
VENT
(OR EQUAL) MINIMUM
20.98 MIN.
NOT REQUIRED
PITCH 1/4" PER FT.
TEE
K
LEVRS
ELE
FLOW LINE
20 .23
ELEV = 20.80
----
t0"
MIN.
o o
18.1 'f
SLAB ELEV. _ __--T
ELEV. _ _20.13 2'0"
--- LEVEL
o
_.
°
10'
°
18.9
ELEV. ='_Z0.38_
GAS
ELEV. 199Q_ 6"SMP ELEV. _ �$_73i_
0
ELEV. _ --
BAFFLE
DISTRIBUTION
UOU10
OUTLET
ELEV. _
BOX - Z�-
8 HIGH CAPACITY INFILTRATORS WITH
(TO BE PLACED ON FIRM BASE)
. -
STONE IN AN
4 FEET
5 FEET
14 INCHES
19 INCHES
1500 GALLON
TO BE WATER TESTEDK
IF MORE THAN ONE OUTLET
11 X 48' X 10 TRENCH FORMATION
X
6 FEET
7 FEET
8 FEET
24 INCHES
29 INCHES
34 INCHES
TANK(
(TO BE PLACED ON FIRM BASE)SOIL
ABSORPTION "
WELL Mi 29
C
-
SEPTIC
3/4" 1 E CLEAN
SYSTEM
STEM (SAS)
ZONE
INDEX 9.59
DOUBLEE WASHED STONE
ADJUST 5.2
FREE OF FINES &"SILT
SEWAGE DISPOSAL
STEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE (10/24/2014) ELEV. =
_J!Z-
NOT TO
SCALE
BOTTOM OF TEST HOLE ELEV. _
_J.Z-
LEGEND:
AL
AL
AL
AL
70w"/ OF YARMOUTH
CONI ADN COMM/SS/ON
AL
AUL - AL
/J9 AL
ills /
iIIL , AL 1
AL \ AL10.0 / _ 1.. LAURA BAKER
/10.3 /
IL`. 10.0 J 11.0
\ o
/12.0 \4.0 /
AL int 1 I 11.y
JL
16.0
I12.0 1 �8•
AL JL
AL ALAIL
10.Q 0.3
19.0
AA. JL/ 1t.4 / d /
t 12.0 '
AL AL / 20.3
AL AL AL / K£7BA
1 10.0 12.0 / / / (0 REMAIN) �. /..
LOT 1AIL /
56, 332 f S.F.��// 14.0
UPLAND ilio (p 11.0
1
23,819 7 S.F. 712.0 / � 1 ' • 19.0 21.0
LOWLAND AL f
IL 32,513 j S.F. •12 7 /14.0l./ 1
n/ o . .8 / 19.0// ry
19.0� j
6
314 0 1.0
AIL 0.1
/ 9S
70.0 / 11.2 / /00IR P SOIL ` 2L 2 .0 Iff7l
rT�GmxT
1 12.0 / �` d /,' TEST 2 ✓Yd 59 14.6 X
CONSER A TOM COMMISSION I IOM Of' YARMOUTH AL �L 4�� 11.0 / F� G� RKL 9.
AL
j SILTY)-�
. 4
12.0 16. 24.6
14.0
19.0SOIL
I3L lP.3I I.I -� - TEST 1,
//" 16.0 ^
• 113.6 bC CARA �" l •• p /
1 11.0 r REMO
AL ( y�
iDR WE
1
3@.1500 G N • 21.0
M PTI '
II 1 O �• __ LIMIT 91 C
/• 7d.0� I 1 I ••7� 0 K 11.00' 0 DIGr_h
-AL136.1D.
' . I
IN
0 �f i 14.0 VQ BOX �}+,
110. I , 3.s�'
AIL 00
11.0�1a.0
• J
� o �� ��• 10.2 1252' j T �.EX/ nN �+ -
,,`�
0 0�v 14.0 16.0 26.DO.1 D FLLJ r ' 40 ML MNYL
NER?OgOp03.70 y l L - c=- -- 2 (0Vr
Ey
80 l
KAAdRYN M. M/LEEN t
SOIL TEST
DATE OF SOIL TEST 9_C_!C@fE 242012
SOIL TEST DONE BY B_YERGATIAN
WITNESSED BY ,A._Y4IL_H4NE---
OBSERVATION HOLE 1 ELEV.=_ 20.8 '
PERCOLATION RATE 2- MIN./INCH AT 54- INCHES
HORIZ
TEXTURE COLOR
MOTT.
OTHER
Ap
SANDY LOAM 10YR3/2
NO
20.22
B
ff23
LOAMY SAND 10YR5/8
30-144" C MED./COAR. SAND 2.5Y5/4
C
MED./COAR. SAND 2.5Y5/4
NO WATER ENCOUNTERED AT
120"
ELEV.
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BAKER A V-
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OBSERVATION HOLE
2
ELEVI
20.22
WATER ENCOUNTERED AT 138 ELEV. = 8.77
NUMBER DESIGN BEDROOM CALCULATIONS 4
GARBAGE DISPOSAL UNIT _--
TOTAL ESTIMATED FLOW
( 110 GAL/BR./bAY X .4. BR.) _0_ GAL/DAY
REQUIRED SEPTIC TANK CAPACITY _.044_ GAL.
ACTUAL SIZE OF SEPTIC TANK _1§99- GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE 5_4- MIN./IN.
EFFLUENT LOADING RATE 9Ib_ GAL/DAY/S.F.
LEACHING AREA SO. FT.
(11X48)+(59X2X10/12)
LEACHING CAPACITY (AREA X RATE)'_}3,,4$ GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY 3,-* 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 MASONARY 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. UTILITES 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 COMMENGNG WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. - -
8. PARCEL IS IN FLOOD ZONES B_& C
9. LOT IS SHOWN ON ASSESSORS MAPAS PARCEL �?
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
11. EXISTING BUILDINGS AND ALL UTILITIES ARE TO BE REMOVED AND
REPLACED WITH NEW AS SHOWN. '
12. ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED.
13. THIS PLAN IS GENERATED FROM A PLAN BY BSC GROUP,
14. THERE ARE TO GUTTER, DOWNSPOUTS, AND DRYWELLS INSTALLED
AS SHOWN,
15, VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
A. RESERVE AREA LESS THAN 100' FROM WETLAND (VAR. OF 20.5').
APPROVED: BOARD OF HEALTH
DATE AGENT
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
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BAKER A V-
Rpi 28
0-6" Ap SANDY LOAM 10YR3/2 NO
PROPOSED SEPTIC DESIGN
FOR
DAVENPORT REALTY TRUST
6-30" B LOAMY SAND 10YR5/8
30-144" C MED./COAR. SAND 2.5Y5/4
WATER ENCOUNTERED AT 138 ELEV. = 8.77
NUMBER DESIGN BEDROOM CALCULATIONS 4
GARBAGE DISPOSAL UNIT _--
TOTAL ESTIMATED FLOW
( 110 GAL/BR./bAY X .4. BR.) _0_ GAL/DAY
REQUIRED SEPTIC TANK CAPACITY _.044_ GAL.
ACTUAL SIZE OF SEPTIC TANK _1§99- GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE 5_4- MIN./IN.
EFFLUENT LOADING RATE 9Ib_ GAL/DAY/S.F.
LEACHING AREA SO. FT.
(11X48)+(59X2X10/12)
LEACHING CAPACITY (AREA X RATE)'_}3,,4$ GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY 3,-* 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 MASONARY 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. UTILITES 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 COMMENGNG WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. - -
8. PARCEL IS IN FLOOD ZONES B_& C
9. LOT IS SHOWN ON ASSESSORS MAPAS PARCEL �?
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
11. EXISTING BUILDINGS AND ALL UTILITIES ARE TO BE REMOVED AND
REPLACED WITH NEW AS SHOWN. '
12. ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED.
13. THIS PLAN IS GENERATED FROM A PLAN BY BSC GROUP,
14. THERE ARE TO GUTTER, DOWNSPOUTS, AND DRYWELLS INSTALLED
AS SHOWN,
15, VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
A. RESERVE AREA LESS THAN 100' FROM WETLAND (VAR. OF 20.5').
APPROVED: BOARD OF HEALTH
DATE AGENT
7401-00
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BAKER A V-
Rpi 28
PROPOSED SEPTIC DESIGN
FOR
DAVENPORT REALTY TRUST
L00. 29 CA ;lP ST., LOT L
WEST YARMOUTH, LASS.
SrXETSER EArGII ERDYG
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
SCALE 1 11= 20'
DATE APR. 28, 2014
REV. MAY 1:3:=,2014
1 JOB No. 74017-00
LOCATION MAP
REV.
SHEET 1 OF 1
7401-00