HomeMy WebLinkAbout83-1877 - Site & Sewage Disposal002I
SYSTEM DSIGN CALCULATIONS: MONITOR WELL LOG weStYaPmQLJtn,
SOI L TEST LOGS: ' SOI L TEST LOGS: EMA
(2FNFRAL NOTE5: +
7 _. HAND BORING I : EL=5. I _ SEWAGE DESIGN FLOW: I I -05-96 EL=2.6
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM
UNLESS H-20 COMPONENTS ARE USED,
B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN-
LE55 CONSTRUCTED A5 SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING.
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
OVERHEAD UTILITIES PRIORTO COMMENCEMENT OF WORK.
UNDERGROUND AND
DEPTH FROM
SURFACE
(INCHE5)
501L
HORIZON
SOIL
TEXTURE
I (USDA)
SOIL
COLOR
(MUN5ELL)o-,
SOIL
MOTTLING
OTHER
G
A
oamy Fme Sand
OYR 3 3
NONE
Loose
0-24
B
Loam Fme Sand
OYR 5 8
NONE
Friable
24-84
CI
11 oam Sand
I CYR 7/8
1 NONE
Perc 24"
83-108
C2
Fine Sand -
I OYR 612
NONE
Groundwater EL=40"
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(1-15DA)
- SOIL
COLOR'
(MUN5ELL)
SOIL
MOTTLING
OTHER
0-1 1
A
Fine Sand
I OYR 5/1
NONE
Loose
1 1 -1 7
B
Fire Loamy Sand
I CYR 4/4
NONE
Friable
1 7-83
C I
Medium Loamy Sand
I OYR GIG
NONE
Loose Weepinq H2O P 42"
83-108
C2
Fine Sand -
I OYR 612
NONE
-Very Enable
- U-
UNDERGROUND UTILITY SERVICE
INSTALL:
STANDING GROUNDWATER ENCOUNTERED AS NOTED.
4 BEDROOM DWELLING @ I 10 GPD = 440 GPD
LEACHING CAPACITY REQUI D: - - I i -96 EL=2.49 c v //POND POND
4 BEDROOMS (MAX.) 10 GPD = 440. GPD REQUIRED I I- 14 -OG EL=2.25 '\1 � ¢
SEPTIC TANK CAPACITY REI 1-25-96 EL=2.25t�UIRED:.
DAILY FLOW = 440 GPD @I 200% = 880 GAL. REQUIRED 04-10-10 EL=2.40
SEPTIC TANK CAPACITY PROVIDED: ! I -
1500 GALLON 5EF11C TANK(MIN. ALLOWED) EL=2.75 HISTORIC HIGH GROUNDWATER
L
CONSTRU CTI O N NOTES: TEST PIT 2 f1=62+ LEACHING CAPACITY PROVI ED: O O Q
1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,
TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH.
2.) SEPTIC TANK(5), GREASE TRAP(S), DOSING CHAMBER(5) AND DISTRIBUTION
SHALL BE 51T ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY ,
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
501L
COLOR
MUN5ELL)
SOIL OTHER
MOTTLING
0-7
A
Loamy f,ne Sand
I OYR 3/3
NONE
7-26
B
Loamy Fine Sand
I OYR 5/8
NONE
26-
C
fire Sand
OYR 6/4
NONE Perc 55`-
Medium Loamy Sand
I CYR 6/6
NONE
Loose Wee m H2O 40"
I- EL=58"
BOXES) _
COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. TEST PITS: EL=5 8+
3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE
AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT-
. TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48",
4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G"
ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE
CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.. .
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUN5ELL)
SOIL OTHER
MOTTLING
0-9
A.
Loamy Fine Sand
I CYR 313
NONE
9-26
B
Loam .Fine Sand
I CYR5 8
NONE
26-82
Cl
Fine Sand
I OYR 6 4
NONE
Medium Loamy Sand
I CYR 6/6
NONE
Loose Wee m H2O 40"
Groundwater C@ EL=49"
HAND BORING 2: EL=4.9± ONE (1) 45 G X 15 0' X 6" LEACH FIELD CAN LEACH: - - ro ;I
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
501L
COLOR
(MUN5ELL)
SOIL
MOTTLING
OTHER
0-7
A
Fine Sand
I CYR 5/1
NONE
Loose -
7-19
B
Fine Loamy Sand
I OYR 4/4
NONE
Friable
10-52
C I
Medium Loamy Sand
I CYR 6/6
NONE
Loose Wee m H2O 40"
52-109
C2
Fine Sand
IOYR 6/2
NONE
Very Friable
- U-
UNDERGROUND UTILITY SERVICE
INSTALL:
STANDING GROUNDWATER ENCOUNTERED AS NOTED.
Vt _ (45.0 X 15.0) X 0,74
GPD/5F=499.5 GPD
Ih
N
SOIL OTHER
MOTTLING
O-8
N
j'
LOCUS
499 GPD>440 GPD REQUIRED
w
w
Loam Fire Sand
I OYR 5/5
w r
25-83
C
NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN.
I CYR 7/8
NONE
-0-
OVERHEAD UTILITY SERVICE
12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OFI
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 1 -�
. / ° N c --c
BOX TO A55URE EVEN DISTRIBUTION.
Groundwater P EL=44"
VG
SHOWER
40.0 5F
_ _
- U-
UNDERGROUND UTILITY SERVICE
INSTALL:
STANDING GROUNDWATER ENCOUNTERED AS NOTED.
WALLS
70.0 5F
- G -
ONE (1) - 1 500 GALLON 5�PTIC TANK
. THE OUTLET INVERT.
USE A LOADING RATE OF 0.74 GPD/5F FOR SIZING OF SOIL ABSORPTION SYSTEM.
ONE (1) - 3 OUTLET D15TRIUTION BOX (H-20 Rated)
O
O
TESTHOLE /BORING LOCATION
TES
I .
ONE (1) - 45.0' x 15.0 x 6' LEACH FIELD
w
w
{ ND
--yi
DATE OF TESTING: 09/04/96 NOT TO SCALE
PERCOLATION RATE: LESS THAN.2 MIN/INCH IN "C" LAYERS. - - -
WITNE55ED BY: MATTHEW T. FARREL, EIT, J.M. O'REILLY E ASSOCIATES, INC. G. I'
AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT - I O -- - - LAND COURT PLAN # 14426-G
NO WATER ENCOUNTERED pROFosED 4 I EL=4.s± d ' CERTIFICATE OF TITLE # 182294
USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM.
GRADE ASSESSORS' MAP 14 PARCEL 115
5.) FA15E COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST5
- - -
CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6" OF TE5T PIT 4 EL=5 3* --
FINISH GRADE, E R G APPROVED OVER
N LOCAL BOARD OF HEALTH AGENT. ---
6J PIPING SHALL CON515T OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I %.
7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE
4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL 8E CAPPED
AT END OR AS NOTED.
DEPTH FROM
SURFACE
(INCHES) -
SOIL
HORIZON
SOIL
TEXTURE
(1-15DA)
SOIL
COI -OR
(MUN5ELU
SOIL OTHER
MOTTLING
O-8
A
Loam Fme Sand
I CYR 3/3
NONE
8-25
B
Loam Fire Sand
I OYR 5/5
NONE
25-83
C
Loamy Sand
I CYR 7/8
NONE
-0-
OVERHEAD UTILITY SERVICE
12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OFI
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 1 -�
. / ° N c --c
BOX TO A55URE EVEN DISTRIBUTION.
Groundwater P EL=44"
6 DEEP 5TONEN BED @ BOTTOM
BUILDING COVERAGE: Grade :. OF5WALE-3/4"- 1 1/2" STONE; LEGEND
BOTTOM OF. BED EL=4.0±
DWELLING 1,577.2 SF O - EXISTING CONTOUR
0 0 20 30 40 32 PROPOSED CONTOUR
WOOD DECK 607.7 5F
xlz.a4 ' EXISTING SPOT GRADE
POOL 738:8 5F A I I • A 24x5 PROPOSED SPOT GRADE
POOL DECK 607 4 5F CROSS SECTION A - W:
13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM1-1 MONITOR WELL
COMPONENTS, INCLUDING THE SEPTIC TANK,DISTRIBUTION BOX, DOSING CHAMBER 1 - ° ° ° ° ° I+ " \ N FOUND
a
AND SOIL ABSORPTION SYSTEM, SEPTIC TANKS SHALL HAVE A MINIMUM COVER - 48. 4' ' • -
s �,. .• ` s CONCRETE BOUND, F D
OF 9",
DRIP LINE � �" .,... I
14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL ry� ALL AREAS OF THE FRONT PORTION OF THE DWELLING Y TOP OF BANK
1 THAT ARE LOCATED WITHIN 20' OF PRIMARY 4 RESERVE LIMIT OF WORK
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE. PERIMETER OF THE SOIL ABSORP- x'7 0 I _ _ - _ x -x
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH i x5 S.A.S. SHALL BE CONSTRUCTED USING SLAB ON GRADE FENCE
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. `Q ' 3 WITH A MIN MUM SLAB ED 10,0
o I 1 �, �° v �EDGE OF CLEARING
5J THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION se 8 3/4"PRO- 1 1/2"ED STONE BED @BOTTOM OF SWALE
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TH15 SYSTEM RE- PROPOSED GAS LINE 68 • t " { 9 \ _ _ 3,K4" - 1 I/2" STONE
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 1 (APPROXIit�ATE) 6 " l i y ,!' �I'O ' ' PROPOSED 2' WIDE DRIP LINE TRENCH ON N- SLOPE -
c
' 1 r � ,� >/ z TP 4 : �-t '�, CONSTRUCT 3 CHECK DAMS TO SLOW RUN-OFF PAULETTE J. FINNERTY REVOCABLE TRUST
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE 2" OF 118% 1/2" STONE - / "Z i ` "�° / / �- _
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. cN CERTIFICATE
J. Of
TRUSTEE
1 \\° N , Il ✓�� i
i 6J ALL TOPSOIL 4 SUBSOIL (A 4 B) ENCOUNTERED WITHIN 5' AROUND THE S.A.S. n'e /'. ' O PROPOSED WATERLINE CERTIFICATE C TITLE # 177554
SHALL L REMOVED DOWN TO THE CLEAN SAND AND REPLACED WITH CLEAN SAND, .a PROPOSED RETAfN�ING p \ x II "` r ! I/ N Monitor Well (APPROXIMATE) PARCEL 4
pe. WALL T.O.W. EL=e.,O 5,0 I . -� m o _ ®6.°
COMPACTED TO MINIMIZE SETTLEMENT. VARIES TO EL=6.0± \ �- O / S. % Q �i7.4
1 7.) ALL FILL USED ON PROJECT SHALL BE CLEAN AND FREE OF DEBRIS. FILL SHALL R, \ I I 1 �I h/{n_,:;r; §} NTR - //. 1 i 100'
BE PLACED IN 6-8" LIFTS AND BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY a ;.'=Ui�t'%tJ x 6.a Y 7✓;f `+f:`o��i"Ht 0 7 �� Zon"
AS PER AASHO T 180, METHOD D. FILL TO BE USED SMALL CONFORM TO Q . a :wP / % Existm
.9 i i Rid Gny
' \2\ PROPOSED 2' WIDE DRIP LINE j Building He,Lh29.2±-
310 CMR 1 5.255 (3). . - § !§ 4 _ t - j .9'±
_ PROPOSED SWALE _ • r TRENCH (NPJ 9 t=2I
BOTTOM OF SWALE EL=4.�5±
CO N S E RVAT I O N NOTES : 2' 314"- 1 I/2" STONE WRAPPED ° PROPOSED OUTDOOR SHOWER TO SIT ON
I� IN FILTER FABRIC ° _ ��. ° v1 I' DEEP 3/4" TO I/2" GRAVEL BED FCR
-
.) LIMIT OF WORK SHALL BE AS SHOWN ON PLAN VIEW, THE LIMIT OF WORK �\ FROr6.ED
DW "` ROCi-�
SHALL CONSIST OF DOUBLE STAKED HAYBALES OR SILT BARRIER AS CONDITIONED NOTE: jl DWAB ELELLING t- >� DRAINAGE
BY CONSERVATION COMMISSION AND SHALL BE CONSTRUCTED PRIOR TO ANY STONE TRENCH SHALL BE CENTERED UNDER ALL ' 6 0
WORK ON THE PROJECT. DRIP EDGES AND ALONG THE EDGE OF THE STONE x 6.5 1 p FINISH Ff.,00R EL= I C;O+%
POOL DECK. S s s , :'' t \
2.) ROOF RUN-OFF SHALL BE CONTROLLED THROUGH GUTTER, DOWNSPOUTS,
8 DRY -WELLS OR BY STONE TRENCHES (2'x I') LOCATED UNDER ALL DRIP LINES. 40 MIL HDPE LINER
PROPOSED SWALE
.(
3.) ALL DISTURBED AREAS SHALL BE REVEGETATED UPON THE COMPLETION TYPICAL STO N E DRIP LINE TRE N C I I D ETAI L:
OF TOP @ EL=9. ± _ 4 ` -- x 5.9
THE PROJECT. BOTTOM @ EL=3.0± APea h8 730 SF{- {I F OOD DE_ �K \, BOTTOM OF SWALE EL=4.5_
4.) ALL FILL REQUIRED FOR THE PROJECT SHALL BE CLEAN SAND, FREE OF DPROPOSED LANDSCAPE WALL EBRIS - NOT TO SCALE O
AND GARBAGE. UN -USED MATERIAL SHALL BE REMOVED FROM PROPERTY. - TOP OF WALL VARIES 5x9 PROPOSED LIMIT OF WORK
O ED 506
�. u ` `STOEL POOL DEQ K.,
EL=6.0± yr 13.0' e x 63 ; (SEE CONSERVATION NOTE #I)
PETER F 5ARTHOU 4 \ -�j
EL -5.55 MIMI L SARTHOU \ J� X7 , .» , p / ' ', - /'. J 1 ✓ * ��
�f
. o
LAND COURT DOCUMENT # 1 18351
CALCULATIONS. PARCEL 116 /
INFILTRATION RATE: 0.9 GAU5F/MIN (SAND) '.. \ / \ EL POOL w/
/ BACKWASH BED: 32'x 1 2' x 16- 5x9 ( a . \
y
40-, .#. °��0 H-20 / 22" SURFACE AREA: [2(I 2 x I .5) + 2(32 x .5) + (32 x .5)1=51 6 SF 9.0
FINISH WITH BLACK O :' , e 3 INFILTRATION CAPACITY: 5 1 6 SF x (0.9 GAU5F/MIN) 6.9
jX
BARK MULCH O(-, )� �. Ae o� / Depth)
=464 GAL/MIN / '� - '
BACKWASH FILTER TO BE LIMITED TO 100 GAUMIN \ / X
v
VOLUME: 32 x 12 x I .5-576 CF i/ �' O �'
4 4� EL=3.75 576 x 45%=259 CF -- 1930 GAL Sx I I�
i e�ifea x 7.1 PR SED Y .a.d✓.
-
OK h ,;da?i : r'' O BEARBERRY 2 GAL. MIN _ / \ \pOZ ne _
�„ I ' 9.LT PROPOSED POOL N / , I
SNORE JUNIPER 2 GAL. MIN - EL=2.75 (GROUND WATER) 'i BACKWASH BED (SEE DETgIL) /".'i Yarmo to Cc. raery=cicn
i. 9.° `I \� /+�, oSk-.3�/, 1 Comn.,sion
1 LI
T O� i � t
k - NOTE:. Ex,st3\ 3-{,� % ,\ ` Hilli/ �
PLANTING
�,d9eNe\ght,2Z \ I%+/
I LA NT I N G D ETAI L, CONSTRUCT BY PLACING THREE (3) - 8' x 4' FLOW DIFFUSERS (USE FD \ _
o,\d:n9 / ,. v +'+i� SOP # I SOP #2
4' x 8' - D FLOW DIFFUSER UMTS BY 5HOREY PRECAST, INC.) WITH 4' 6 x 5 �� � � { of 00 / \
OF STONE AROUND AND 0 OF STONE BELOW i / ' x / Y
SCALE 1 "=20' / a ja /
/ .�!�� \ DEP OBSERVATION
t 9 PLOT#2
UTF BACKWASH BED DETAIL: 9.4 I -'x}� I/ PLO OBSERVATION
FLOW FROFI LE: % n, 3,L
PP.OPOSED SWALE -� '�
I �
NOT TO SCALE BorroM EL=s.o± � i � / � x s.a��/ .,i1• ,h o
NOT TO SCALE �' t,5
24" DIAMETER CONCRETE COVERS INSPECTION NOTE: x 6.z/C
RAISED TO WITHIN 6" OF FINISH PROPoseD LIMIT (� (y i' � Na
FINISH FLOOR GRADE (ORAS NOTED) PRICK TO FINAL INSPECTION BY THE ENGINEER, SYSTEM OF WORK 0 0°fie 00i, / /
EL= I B.O ± (SEE NOTE #5) NEEDS TO BE COMPILE
INCLUDING BUILDUP FOR COVERS. /� 0 10° / / 6
/ \ j 7 lgND
Proposed EL= .5± Proposed EL= I I .0± Proposed EL -5.8t Min. SwEEe-, f / 4 3.6
/
��'L6.0
5
INSPECTION PORT / L,
9" Cover Min. x ss
0.65±
9--4,.I{ / / Ve stated Rewsed 05/ 3/15: Revised propo5ect dweiii lay -out, pool, deck, and ad usted grades.
JOSEPH H. PETROW5KI d J' / - Wetland FLAN LISGIOtti Re5i �•Jencei
2i, LAYER OF 115" - 112" STONE 39 ,,i1, U
DEBRA T. PETROWSKI
+ ,i II CAP - LAND COURT DOCUMENT C #543091 I L 12 13%, $GALE I "=20'- 99
10.0_ 9.50 10 14119.25 8,55 6 3/4 1-1 /2 STONE ®- -- ) '
.iii 8.79 8.62 8.35 6 SITE � SEWAGE D15PO5ALLi5ootti, 83 Orchard Hill Park V5Y5TEtM DESIGN
: ii 7 85 2 � / TH15 AREA IS SERVED
T 40 T 2" DROP 3'4 1 ` BY TOWN WATER. 3 1 M055 Road, West Yarmouth, MA
GAS BAFFLE LEACHING FIELD 5.1' J.M. O'REILLY & ASSOCIATES, INC.
45.0'x 15.0'x 6.0"
Professional Engineering &Land Surveying Services
I 4V
MAY 14 2010
RECEIVED
3±-� 1500 GALLON
5EFTIC TANK
Longest Run - EL=2.75 HIGH GROUNDWATER
8'± _
DB -3
D -BOX
H-20
O 20 40 GO 1573 Main Street - Route 6A
Qom'_ P.O. Hos 1773
SCALE I"=20' (50B)896-6601 Office Brewster, MA 02631 (608)896-6602 Fax
DATE: T5CALIE: BY: CHECK: JOB NUMBER:
G:WAJobs\U5ciotti Development\Mos5Road 127GA\dwg\l 27GA.SD5.rev5-13-I0.dwg 04/21/105 Noted MTF/{ JMO JMO-127GA
8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST
DATE OF TESTING: 04/22110-W-
POOL TROUGH
151.5 5F
-
SOIL ABSORPTION SYSTEM. . BASE AGGREGATE SHALL BE COVERED WTH A 2" 4, 189.
x 00=22.4% M055 RO
"= '
WATER SERVICE LINE
SOIL ABSORPTION SYSTEM
2' BEFORE PITCHING TO 501L ABSORPTION 5YSTEM. WATER TEST DISTRIBUTION
PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C" LAYERS.
E. FERNANDES, EIT, J.M. OREILLY i ASSOCIATES, INC.
T -.❑
6
ENTRY
103.2 5F.
-
HORIZONTAL SCALE I O
VERTICAL SCALE "= O'
-0-
OVERHEAD UTILITY SERVICE
12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OFI
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 1 -�
. / ° N c --c
BOX TO A55URE EVEN DISTRIBUTION.
WITNESSED BY: KEITH
AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT
VG
SHOWER
40.0 5F
_ _
- U-
UNDERGROUND UTILITY SERVICE
9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW
STANDING GROUNDWATER ENCOUNTERED AS NOTED.
WALLS
70.0 5F
- G -
SERVICE LINE
. THE OUTLET INVERT.
USE A LOADING RATE OF 0.74 GPD/5F FOR SIZING OF SOIL ABSORPTION SYSTEM.
TP
TESTHOLE /BORING LOCATION
TES
13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM1-1 MONITOR WELL
COMPONENTS, INCLUDING THE SEPTIC TANK,DISTRIBUTION BOX, DOSING CHAMBER 1 - ° ° ° ° ° I+ " \ N FOUND
a
AND SOIL ABSORPTION SYSTEM, SEPTIC TANKS SHALL HAVE A MINIMUM COVER - 48. 4' ' • -
s �,. .• ` s CONCRETE BOUND, F D
OF 9",
DRIP LINE � �" .,... I
14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL ry� ALL AREAS OF THE FRONT PORTION OF THE DWELLING Y TOP OF BANK
1 THAT ARE LOCATED WITHIN 20' OF PRIMARY 4 RESERVE LIMIT OF WORK
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE. PERIMETER OF THE SOIL ABSORP- x'7 0 I _ _ - _ x -x
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH i x5 S.A.S. SHALL BE CONSTRUCTED USING SLAB ON GRADE FENCE
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. `Q ' 3 WITH A MIN MUM SLAB ED 10,0
o I 1 �, �° v �EDGE OF CLEARING
5J THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION se 8 3/4"PRO- 1 1/2"ED STONE BED @BOTTOM OF SWALE
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TH15 SYSTEM RE- PROPOSED GAS LINE 68 • t " { 9 \ _ _ 3,K4" - 1 I/2" STONE
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 1 (APPROXIit�ATE) 6 " l i y ,!' �I'O ' ' PROPOSED 2' WIDE DRIP LINE TRENCH ON N- SLOPE -
c
' 1 r � ,� >/ z TP 4 : �-t '�, CONSTRUCT 3 CHECK DAMS TO SLOW RUN-OFF PAULETTE J. FINNERTY REVOCABLE TRUST
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE 2" OF 118% 1/2" STONE - / "Z i ` "�° / / �- _
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. cN CERTIFICATE
J. Of
TRUSTEE
1 \\° N , Il ✓�� i
i 6J ALL TOPSOIL 4 SUBSOIL (A 4 B) ENCOUNTERED WITHIN 5' AROUND THE S.A.S. n'e /'. ' O PROPOSED WATERLINE CERTIFICATE C TITLE # 177554
SHALL L REMOVED DOWN TO THE CLEAN SAND AND REPLACED WITH CLEAN SAND, .a PROPOSED RETAfN�ING p \ x II "` r ! I/ N Monitor Well (APPROXIMATE) PARCEL 4
pe. WALL T.O.W. EL=e.,O 5,0 I . -� m o _ ®6.°
COMPACTED TO MINIMIZE SETTLEMENT. VARIES TO EL=6.0± \ �- O / S. % Q �i7.4
1 7.) ALL FILL USED ON PROJECT SHALL BE CLEAN AND FREE OF DEBRIS. FILL SHALL R, \ I I 1 �I h/{n_,:;r; §} NTR - //. 1 i 100'
BE PLACED IN 6-8" LIFTS AND BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY a ;.'=Ui�t'%tJ x 6.a Y 7✓;f `+f:`o��i"Ht 0 7 �� Zon"
AS PER AASHO T 180, METHOD D. FILL TO BE USED SMALL CONFORM TO Q . a :wP / % Existm
.9 i i Rid Gny
' \2\ PROPOSED 2' WIDE DRIP LINE j Building He,Lh29.2±-
310 CMR 1 5.255 (3). . - § !§ 4 _ t - j .9'±
_ PROPOSED SWALE _ • r TRENCH (NPJ 9 t=2I
BOTTOM OF SWALE EL=4.�5±
CO N S E RVAT I O N NOTES : 2' 314"- 1 I/2" STONE WRAPPED ° PROPOSED OUTDOOR SHOWER TO SIT ON
I� IN FILTER FABRIC ° _ ��. ° v1 I' DEEP 3/4" TO I/2" GRAVEL BED FCR
-
.) LIMIT OF WORK SHALL BE AS SHOWN ON PLAN VIEW, THE LIMIT OF WORK �\ FROr6.ED
DW "` ROCi-�
SHALL CONSIST OF DOUBLE STAKED HAYBALES OR SILT BARRIER AS CONDITIONED NOTE: jl DWAB ELELLING t- >� DRAINAGE
BY CONSERVATION COMMISSION AND SHALL BE CONSTRUCTED PRIOR TO ANY STONE TRENCH SHALL BE CENTERED UNDER ALL ' 6 0
WORK ON THE PROJECT. DRIP EDGES AND ALONG THE EDGE OF THE STONE x 6.5 1 p FINISH Ff.,00R EL= I C;O+%
POOL DECK. S s s , :'' t \
2.) ROOF RUN-OFF SHALL BE CONTROLLED THROUGH GUTTER, DOWNSPOUTS,
8 DRY -WELLS OR BY STONE TRENCHES (2'x I') LOCATED UNDER ALL DRIP LINES. 40 MIL HDPE LINER
PROPOSED SWALE
.(
3.) ALL DISTURBED AREAS SHALL BE REVEGETATED UPON THE COMPLETION TYPICAL STO N E DRIP LINE TRE N C I I D ETAI L:
OF TOP @ EL=9. ± _ 4 ` -- x 5.9
THE PROJECT. BOTTOM @ EL=3.0± APea h8 730 SF{- {I F OOD DE_ �K \, BOTTOM OF SWALE EL=4.5_
4.) ALL FILL REQUIRED FOR THE PROJECT SHALL BE CLEAN SAND, FREE OF DPROPOSED LANDSCAPE WALL EBRIS - NOT TO SCALE O
AND GARBAGE. UN -USED MATERIAL SHALL BE REMOVED FROM PROPERTY. - TOP OF WALL VARIES 5x9 PROPOSED LIMIT OF WORK
O ED 506
�. u ` `STOEL POOL DEQ K.,
EL=6.0± yr 13.0' e x 63 ; (SEE CONSERVATION NOTE #I)
PETER F 5ARTHOU 4 \ -�j
EL -5.55 MIMI L SARTHOU \ J� X7 , .» , p / ' ', - /'. J 1 ✓ * ��
�f
. o
LAND COURT DOCUMENT # 1 18351
CALCULATIONS. PARCEL 116 /
INFILTRATION RATE: 0.9 GAU5F/MIN (SAND) '.. \ / \ EL POOL w/
/ BACKWASH BED: 32'x 1 2' x 16- 5x9 ( a . \
y
40-, .#. °��0 H-20 / 22" SURFACE AREA: [2(I 2 x I .5) + 2(32 x .5) + (32 x .5)1=51 6 SF 9.0
FINISH WITH BLACK O :' , e 3 INFILTRATION CAPACITY: 5 1 6 SF x (0.9 GAU5F/MIN) 6.9
jX
BARK MULCH O(-, )� �. Ae o� / Depth)
=464 GAL/MIN / '� - '
BACKWASH FILTER TO BE LIMITED TO 100 GAUMIN \ / X
v
VOLUME: 32 x 12 x I .5-576 CF i/ �' O �'
4 4� EL=3.75 576 x 45%=259 CF -- 1930 GAL Sx I I�
i e�ifea x 7.1 PR SED Y .a.d✓.
-
OK h ,;da?i : r'' O BEARBERRY 2 GAL. MIN _ / \ \pOZ ne _
�„ I ' 9.LT PROPOSED POOL N / , I
SNORE JUNIPER 2 GAL. MIN - EL=2.75 (GROUND WATER) 'i BACKWASH BED (SEE DETgIL) /".'i Yarmo to Cc. raery=cicn
i. 9.° `I \� /+�, oSk-.3�/, 1 Comn.,sion
1 LI
T O� i � t
k - NOTE:. Ex,st3\ 3-{,� % ,\ ` Hilli/ �
PLANTING
�,d9eNe\ght,2Z \ I%+/
I LA NT I N G D ETAI L, CONSTRUCT BY PLACING THREE (3) - 8' x 4' FLOW DIFFUSERS (USE FD \ _
o,\d:n9 / ,. v +'+i� SOP # I SOP #2
4' x 8' - D FLOW DIFFUSER UMTS BY 5HOREY PRECAST, INC.) WITH 4' 6 x 5 �� � � { of 00 / \
OF STONE AROUND AND 0 OF STONE BELOW i / ' x / Y
SCALE 1 "=20' / a ja /
/ .�!�� \ DEP OBSERVATION
t 9 PLOT#2
UTF BACKWASH BED DETAIL: 9.4 I -'x}� I/ PLO OBSERVATION
FLOW FROFI LE: % n, 3,L
PP.OPOSED SWALE -� '�
I �
NOT TO SCALE BorroM EL=s.o± � i � / � x s.a��/ .,i1• ,h o
NOT TO SCALE �' t,5
24" DIAMETER CONCRETE COVERS INSPECTION NOTE: x 6.z/C
RAISED TO WITHIN 6" OF FINISH PROPoseD LIMIT (� (y i' � Na
FINISH FLOOR GRADE (ORAS NOTED) PRICK TO FINAL INSPECTION BY THE ENGINEER, SYSTEM OF WORK 0 0°fie 00i, / /
EL= I B.O ± (SEE NOTE #5) NEEDS TO BE COMPILE
INCLUDING BUILDUP FOR COVERS. /� 0 10° / / 6
/ \ j 7 lgND
Proposed EL= .5± Proposed EL= I I .0± Proposed EL -5.8t Min. SwEEe-, f / 4 3.6
/
��'L6.0
5
INSPECTION PORT / L,
9" Cover Min. x ss
0.65±
9--4,.I{ / / Ve stated Rewsed 05/ 3/15: Revised propo5ect dweiii lay -out, pool, deck, and ad usted grades.
JOSEPH H. PETROW5KI d J' / - Wetland FLAN LISGIOtti Re5i �•Jencei
2i, LAYER OF 115" - 112" STONE 39 ,,i1, U
DEBRA T. PETROWSKI
+ ,i II CAP - LAND COURT DOCUMENT C #543091 I L 12 13%, $GALE I "=20'- 99
10.0_ 9.50 10 14119.25 8,55 6 3/4 1-1 /2 STONE ®- -- ) '
.iii 8.79 8.62 8.35 6 SITE � SEWAGE D15PO5ALLi5ootti, 83 Orchard Hill Park V5Y5TEtM DESIGN
: ii 7 85 2 � / TH15 AREA IS SERVED
T 40 T 2" DROP 3'4 1 ` BY TOWN WATER. 3 1 M055 Road, West Yarmouth, MA
GAS BAFFLE LEACHING FIELD 5.1' J.M. O'REILLY & ASSOCIATES, INC.
45.0'x 15.0'x 6.0"
Professional Engineering &Land Surveying Services
I 4V
MAY 14 2010
RECEIVED
3±-� 1500 GALLON
5EFTIC TANK
Longest Run - EL=2.75 HIGH GROUNDWATER
8'± _
DB -3
D -BOX
H-20
O 20 40 GO 1573 Main Street - Route 6A
Qom'_ P.O. Hos 1773
SCALE I"=20' (50B)896-6601 Office Brewster, MA 02631 (608)896-6602 Fax
DATE: T5CALIE: BY: CHECK: JOB NUMBER:
G:WAJobs\U5ciotti Development\Mos5Road 127GA\dwg\l 27GA.SD5.rev5-13-I0.dwg 04/21/105 Noted MTF/{ JMO JMO-127GA
10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO
TOTAL 4,189.1 SF -
BENCHMARK:
1- 1/2" DOUBLE. WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE
INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE \� Utility Pole #4 5
-
/\ D Top of Water Gate
SOIL ABSORPTION SYSTEM. . BASE AGGREGATE SHALL BE COVERED WTH A 2" 4, 189.
x 00=22.4% M055 RO
C1 EL=5.6± (MSL 1929 NGVD Datum)
LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, PINES AND DUST. 18,73 I
5' LATERAL SOIL REMOVAL
SOIL ABSORPTION SYSTEM
1 .) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; I _
AREAS, (SEE NOTE # 1 6) /-
T -.❑
6
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING
UTILITY POLE
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED.
, _ _ INSPECTION PORT
-------------
12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OFI
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 1 -�
. / ° N c --c
_ ' -
_ WU5,6
s-c-c-c-�°`g 2 22 PROPOSED SWALE BOTTOM EL=4.8±
13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM1-1 MONITOR WELL
COMPONENTS, INCLUDING THE SEPTIC TANK,DISTRIBUTION BOX, DOSING CHAMBER 1 - ° ° ° ° ° I+ " \ N FOUND
a
AND SOIL ABSORPTION SYSTEM, SEPTIC TANKS SHALL HAVE A MINIMUM COVER - 48. 4' ' • -
s �,. .• ` s CONCRETE BOUND, F D
OF 9",
DRIP LINE � �" .,... I
14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL ry� ALL AREAS OF THE FRONT PORTION OF THE DWELLING Y TOP OF BANK
1 THAT ARE LOCATED WITHIN 20' OF PRIMARY 4 RESERVE LIMIT OF WORK
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE. PERIMETER OF THE SOIL ABSORP- x'7 0 I _ _ - _ x -x
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH i x5 S.A.S. SHALL BE CONSTRUCTED USING SLAB ON GRADE FENCE
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. `Q ' 3 WITH A MIN MUM SLAB ED 10,0
o I 1 �, �° v �EDGE OF CLEARING
5J THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION se 8 3/4"PRO- 1 1/2"ED STONE BED @BOTTOM OF SWALE
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TH15 SYSTEM RE- PROPOSED GAS LINE 68 • t " { 9 \ _ _ 3,K4" - 1 I/2" STONE
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 1 (APPROXIit�ATE) 6 " l i y ,!' �I'O ' ' PROPOSED 2' WIDE DRIP LINE TRENCH ON N- SLOPE -
c
' 1 r � ,� >/ z TP 4 : �-t '�, CONSTRUCT 3 CHECK DAMS TO SLOW RUN-OFF PAULETTE J. FINNERTY REVOCABLE TRUST
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE 2" OF 118% 1/2" STONE - / "Z i ` "�° / / �- _
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. cN CERTIFICATE
J. Of
TRUSTEE
1 \\° N , Il ✓�� i
i 6J ALL TOPSOIL 4 SUBSOIL (A 4 B) ENCOUNTERED WITHIN 5' AROUND THE S.A.S. n'e /'. ' O PROPOSED WATERLINE CERTIFICATE C TITLE # 177554
SHALL L REMOVED DOWN TO THE CLEAN SAND AND REPLACED WITH CLEAN SAND, .a PROPOSED RETAfN�ING p \ x II "` r ! I/ N Monitor Well (APPROXIMATE) PARCEL 4
pe. WALL T.O.W. EL=e.,O 5,0 I . -� m o _ ®6.°
COMPACTED TO MINIMIZE SETTLEMENT. VARIES TO EL=6.0± \ �- O / S. % Q �i7.4
1 7.) ALL FILL USED ON PROJECT SHALL BE CLEAN AND FREE OF DEBRIS. FILL SHALL R, \ I I 1 �I h/{n_,:;r; §} NTR - //. 1 i 100'
BE PLACED IN 6-8" LIFTS AND BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY a ;.'=Ui�t'%tJ x 6.a Y 7✓;f `+f:`o��i"Ht 0 7 �� Zon"
AS PER AASHO T 180, METHOD D. FILL TO BE USED SMALL CONFORM TO Q . a :wP / % Existm
.9 i i Rid Gny
' \2\ PROPOSED 2' WIDE DRIP LINE j Building He,Lh29.2±-
310 CMR 1 5.255 (3). . - § !§ 4 _ t - j .9'±
_ PROPOSED SWALE _ • r TRENCH (NPJ 9 t=2I
BOTTOM OF SWALE EL=4.�5±
CO N S E RVAT I O N NOTES : 2' 314"- 1 I/2" STONE WRAPPED ° PROPOSED OUTDOOR SHOWER TO SIT ON
I� IN FILTER FABRIC ° _ ��. ° v1 I' DEEP 3/4" TO I/2" GRAVEL BED FCR
-
.) LIMIT OF WORK SHALL BE AS SHOWN ON PLAN VIEW, THE LIMIT OF WORK �\ FROr6.ED
DW "` ROCi-�
SHALL CONSIST OF DOUBLE STAKED HAYBALES OR SILT BARRIER AS CONDITIONED NOTE: jl DWAB ELELLING t- >� DRAINAGE
BY CONSERVATION COMMISSION AND SHALL BE CONSTRUCTED PRIOR TO ANY STONE TRENCH SHALL BE CENTERED UNDER ALL ' 6 0
WORK ON THE PROJECT. DRIP EDGES AND ALONG THE EDGE OF THE STONE x 6.5 1 p FINISH Ff.,00R EL= I C;O+%
POOL DECK. S s s , :'' t \
2.) ROOF RUN-OFF SHALL BE CONTROLLED THROUGH GUTTER, DOWNSPOUTS,
8 DRY -WELLS OR BY STONE TRENCHES (2'x I') LOCATED UNDER ALL DRIP LINES. 40 MIL HDPE LINER
PROPOSED SWALE
.(
3.) ALL DISTURBED AREAS SHALL BE REVEGETATED UPON THE COMPLETION TYPICAL STO N E DRIP LINE TRE N C I I D ETAI L:
OF TOP @ EL=9. ± _ 4 ` -- x 5.9
THE PROJECT. BOTTOM @ EL=3.0± APea h8 730 SF{- {I F OOD DE_ �K \, BOTTOM OF SWALE EL=4.5_
4.) ALL FILL REQUIRED FOR THE PROJECT SHALL BE CLEAN SAND, FREE OF DPROPOSED LANDSCAPE WALL EBRIS - NOT TO SCALE O
AND GARBAGE. UN -USED MATERIAL SHALL BE REMOVED FROM PROPERTY. - TOP OF WALL VARIES 5x9 PROPOSED LIMIT OF WORK
O ED 506
�. u ` `STOEL POOL DEQ K.,
EL=6.0± yr 13.0' e x 63 ; (SEE CONSERVATION NOTE #I)
PETER F 5ARTHOU 4 \ -�j
EL -5.55 MIMI L SARTHOU \ J� X7 , .» , p / ' ', - /'. J 1 ✓ * ��
�f
. o
LAND COURT DOCUMENT # 1 18351
CALCULATIONS. PARCEL 116 /
INFILTRATION RATE: 0.9 GAU5F/MIN (SAND) '.. \ / \ EL POOL w/
/ BACKWASH BED: 32'x 1 2' x 16- 5x9 ( a . \
y
40-, .#. °��0 H-20 / 22" SURFACE AREA: [2(I 2 x I .5) + 2(32 x .5) + (32 x .5)1=51 6 SF 9.0
FINISH WITH BLACK O :' , e 3 INFILTRATION CAPACITY: 5 1 6 SF x (0.9 GAU5F/MIN) 6.9
jX
BARK MULCH O(-, )� �. Ae o� / Depth)
=464 GAL/MIN / '� - '
BACKWASH FILTER TO BE LIMITED TO 100 GAUMIN \ / X
v
VOLUME: 32 x 12 x I .5-576 CF i/ �' O �'
4 4� EL=3.75 576 x 45%=259 CF -- 1930 GAL Sx I I�
i e�ifea x 7.1 PR SED Y .a.d✓.
-
OK h ,;da?i : r'' O BEARBERRY 2 GAL. MIN _ / \ \pOZ ne _
�„ I ' 9.LT PROPOSED POOL N / , I
SNORE JUNIPER 2 GAL. MIN - EL=2.75 (GROUND WATER) 'i BACKWASH BED (SEE DETgIL) /".'i Yarmo to Cc. raery=cicn
i. 9.° `I \� /+�, oSk-.3�/, 1 Comn.,sion
1 LI
T O� i � t
k - NOTE:. Ex,st3\ 3-{,� % ,\ ` Hilli/ �
PLANTING
�,d9eNe\ght,2Z \ I%+/
I LA NT I N G D ETAI L, CONSTRUCT BY PLACING THREE (3) - 8' x 4' FLOW DIFFUSERS (USE FD \ _
o,\d:n9 / ,. v +'+i� SOP # I SOP #2
4' x 8' - D FLOW DIFFUSER UMTS BY 5HOREY PRECAST, INC.) WITH 4' 6 x 5 �� � � { of 00 / \
OF STONE AROUND AND 0 OF STONE BELOW i / ' x / Y
SCALE 1 "=20' / a ja /
/ .�!�� \ DEP OBSERVATION
t 9 PLOT#2
UTF BACKWASH BED DETAIL: 9.4 I -'x}� I/ PLO OBSERVATION
FLOW FROFI LE: % n, 3,L
PP.OPOSED SWALE -� '�
I �
NOT TO SCALE BorroM EL=s.o± � i � / � x s.a��/ .,i1• ,h o
NOT TO SCALE �' t,5
24" DIAMETER CONCRETE COVERS INSPECTION NOTE: x 6.z/C
RAISED TO WITHIN 6" OF FINISH PROPoseD LIMIT (� (y i' � Na
FINISH FLOOR GRADE (ORAS NOTED) PRICK TO FINAL INSPECTION BY THE ENGINEER, SYSTEM OF WORK 0 0°fie 00i, / /
EL= I B.O ± (SEE NOTE #5) NEEDS TO BE COMPILE
INCLUDING BUILDUP FOR COVERS. /� 0 10° / / 6
/ \ j 7 lgND
Proposed EL= .5± Proposed EL= I I .0± Proposed EL -5.8t Min. SwEEe-, f / 4 3.6
/
��'L6.0
5
INSPECTION PORT / L,
9" Cover Min. x ss
0.65±
9--4,.I{ / / Ve stated Rewsed 05/ 3/15: Revised propo5ect dweiii lay -out, pool, deck, and ad usted grades.
JOSEPH H. PETROW5KI d J' / - Wetland FLAN LISGIOtti Re5i �•Jencei
2i, LAYER OF 115" - 112" STONE 39 ,,i1, U
DEBRA T. PETROWSKI
+ ,i II CAP - LAND COURT DOCUMENT C #543091 I L 12 13%, $GALE I "=20'- 99
10.0_ 9.50 10 14119.25 8,55 6 3/4 1-1 /2 STONE ®- -- ) '
.iii 8.79 8.62 8.35 6 SITE � SEWAGE D15PO5ALLi5ootti, 83 Orchard Hill Park V5Y5TEtM DESIGN
: ii 7 85 2 � / TH15 AREA IS SERVED
T 40 T 2" DROP 3'4 1 ` BY TOWN WATER. 3 1 M055 Road, West Yarmouth, MA
GAS BAFFLE LEACHING FIELD 5.1' J.M. O'REILLY & ASSOCIATES, INC.
45.0'x 15.0'x 6.0"
Professional Engineering &Land Surveying Services
I 4V
MAY 14 2010
RECEIVED
3±-� 1500 GALLON
5EFTIC TANK
Longest Run - EL=2.75 HIGH GROUNDWATER
8'± _
DB -3
D -BOX
H-20
O 20 40 GO 1573 Main Street - Route 6A
Qom'_ P.O. Hos 1773
SCALE I"=20' (50B)896-6601 Office Brewster, MA 02631 (608)896-6602 Fax
DATE: T5CALIE: BY: CHECK: JOB NUMBER:
G:WAJobs\U5ciotti Development\Mos5Road 127GA\dwg\l 27GA.SD5.rev5-13-I0.dwg 04/21/105 Noted MTF/{ JMO JMO-127GA
ST
SEPTIC TANK
DB
DISTRIBUTION BOX
5A5
SOIL ABSORPTION SYSTEM
Reserve
RESERVED FOR FUTURE
°IIs
UTILITY POLE
ED
CATCH BASIN
FIRE HYDRANT
VG
WATER GATE
13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM1-1 MONITOR WELL
COMPONENTS, INCLUDING THE SEPTIC TANK,DISTRIBUTION BOX, DOSING CHAMBER 1 - ° ° ° ° ° I+ " \ N FOUND
a
AND SOIL ABSORPTION SYSTEM, SEPTIC TANKS SHALL HAVE A MINIMUM COVER - 48. 4' ' • -
s �,. .• ` s CONCRETE BOUND, F D
OF 9",
DRIP LINE � �" .,... I
14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL ry� ALL AREAS OF THE FRONT PORTION OF THE DWELLING Y TOP OF BANK
1 THAT ARE LOCATED WITHIN 20' OF PRIMARY 4 RESERVE LIMIT OF WORK
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE. PERIMETER OF THE SOIL ABSORP- x'7 0 I _ _ - _ x -x
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH i x5 S.A.S. SHALL BE CONSTRUCTED USING SLAB ON GRADE FENCE
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. `Q ' 3 WITH A MIN MUM SLAB ED 10,0
o I 1 �, �° v �EDGE OF CLEARING
5J THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION se 8 3/4"PRO- 1 1/2"ED STONE BED @BOTTOM OF SWALE
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TH15 SYSTEM RE- PROPOSED GAS LINE 68 • t " { 9 \ _ _ 3,K4" - 1 I/2" STONE
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 1 (APPROXIit�ATE) 6 " l i y ,!' �I'O ' ' PROPOSED 2' WIDE DRIP LINE TRENCH ON N- SLOPE -
c
' 1 r � ,� >/ z TP 4 : �-t '�, CONSTRUCT 3 CHECK DAMS TO SLOW RUN-OFF PAULETTE J. FINNERTY REVOCABLE TRUST
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE 2" OF 118% 1/2" STONE - / "Z i ` "�° / / �- _
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. cN CERTIFICATE
J. Of
TRUSTEE
1 \\° N , Il ✓�� i
i 6J ALL TOPSOIL 4 SUBSOIL (A 4 B) ENCOUNTERED WITHIN 5' AROUND THE S.A.S. n'e /'. ' O PROPOSED WATERLINE CERTIFICATE C TITLE # 177554
SHALL L REMOVED DOWN TO THE CLEAN SAND AND REPLACED WITH CLEAN SAND, .a PROPOSED RETAfN�ING p \ x II "` r ! I/ N Monitor Well (APPROXIMATE) PARCEL 4
pe. WALL T.O.W. EL=e.,O 5,0 I . -� m o _ ®6.°
COMPACTED TO MINIMIZE SETTLEMENT. VARIES TO EL=6.0± \ �- O / S. % Q �i7.4
1 7.) ALL FILL USED ON PROJECT SHALL BE CLEAN AND FREE OF DEBRIS. FILL SHALL R, \ I I 1 �I h/{n_,:;r; §} NTR - //. 1 i 100'
BE PLACED IN 6-8" LIFTS AND BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY a ;.'=Ui�t'%tJ x 6.a Y 7✓;f `+f:`o��i"Ht 0 7 �� Zon"
AS PER AASHO T 180, METHOD D. FILL TO BE USED SMALL CONFORM TO Q . a :wP / % Existm
.9 i i Rid Gny
' \2\ PROPOSED 2' WIDE DRIP LINE j Building He,Lh29.2±-
310 CMR 1 5.255 (3). . - § !§ 4 _ t - j .9'±
_ PROPOSED SWALE _ • r TRENCH (NPJ 9 t=2I
BOTTOM OF SWALE EL=4.�5±
CO N S E RVAT I O N NOTES : 2' 314"- 1 I/2" STONE WRAPPED ° PROPOSED OUTDOOR SHOWER TO SIT ON
I� IN FILTER FABRIC ° _ ��. ° v1 I' DEEP 3/4" TO I/2" GRAVEL BED FCR
-
.) LIMIT OF WORK SHALL BE AS SHOWN ON PLAN VIEW, THE LIMIT OF WORK �\ FROr6.ED
DW "` ROCi-�
SHALL CONSIST OF DOUBLE STAKED HAYBALES OR SILT BARRIER AS CONDITIONED NOTE: jl DWAB ELELLING t- >� DRAINAGE
BY CONSERVATION COMMISSION AND SHALL BE CONSTRUCTED PRIOR TO ANY STONE TRENCH SHALL BE CENTERED UNDER ALL ' 6 0
WORK ON THE PROJECT. DRIP EDGES AND ALONG THE EDGE OF THE STONE x 6.5 1 p FINISH Ff.,00R EL= I C;O+%
POOL DECK. S s s , :'' t \
2.) ROOF RUN-OFF SHALL BE CONTROLLED THROUGH GUTTER, DOWNSPOUTS,
8 DRY -WELLS OR BY STONE TRENCHES (2'x I') LOCATED UNDER ALL DRIP LINES. 40 MIL HDPE LINER
PROPOSED SWALE
.(
3.) ALL DISTURBED AREAS SHALL BE REVEGETATED UPON THE COMPLETION TYPICAL STO N E DRIP LINE TRE N C I I D ETAI L:
OF TOP @ EL=9. ± _ 4 ` -- x 5.9
THE PROJECT. BOTTOM @ EL=3.0± APea h8 730 SF{- {I F OOD DE_ �K \, BOTTOM OF SWALE EL=4.5_
4.) ALL FILL REQUIRED FOR THE PROJECT SHALL BE CLEAN SAND, FREE OF DPROPOSED LANDSCAPE WALL EBRIS - NOT TO SCALE O
AND GARBAGE. UN -USED MATERIAL SHALL BE REMOVED FROM PROPERTY. - TOP OF WALL VARIES 5x9 PROPOSED LIMIT OF WORK
O ED 506
�. u ` `STOEL POOL DEQ K.,
EL=6.0± yr 13.0' e x 63 ; (SEE CONSERVATION NOTE #I)
PETER F 5ARTHOU 4 \ -�j
EL -5.55 MIMI L SARTHOU \ J� X7 , .» , p / ' ', - /'. J 1 ✓ * ��
�f
. o
LAND COURT DOCUMENT # 1 18351
CALCULATIONS. PARCEL 116 /
INFILTRATION RATE: 0.9 GAU5F/MIN (SAND) '.. \ / \ EL POOL w/
/ BACKWASH BED: 32'x 1 2' x 16- 5x9 ( a . \
y
40-, .#. °��0 H-20 / 22" SURFACE AREA: [2(I 2 x I .5) + 2(32 x .5) + (32 x .5)1=51 6 SF 9.0
FINISH WITH BLACK O :' , e 3 INFILTRATION CAPACITY: 5 1 6 SF x (0.9 GAU5F/MIN) 6.9
jX
BARK MULCH O(-, )� �. Ae o� / Depth)
=464 GAL/MIN / '� - '
BACKWASH FILTER TO BE LIMITED TO 100 GAUMIN \ / X
v
VOLUME: 32 x 12 x I .5-576 CF i/ �' O �'
4 4� EL=3.75 576 x 45%=259 CF -- 1930 GAL Sx I I�
i e�ifea x 7.1 PR SED Y .a.d✓.
-
OK h ,;da?i : r'' O BEARBERRY 2 GAL. MIN _ / \ \pOZ ne _
�„ I ' 9.LT PROPOSED POOL N / , I
SNORE JUNIPER 2 GAL. MIN - EL=2.75 (GROUND WATER) 'i BACKWASH BED (SEE DETgIL) /".'i Yarmo to Cc. raery=cicn
i. 9.° `I \� /+�, oSk-.3�/, 1 Comn.,sion
1 LI
T O� i � t
k - NOTE:. Ex,st3\ 3-{,� % ,\ ` Hilli/ �
PLANTING
�,d9eNe\ght,2Z \ I%+/
I LA NT I N G D ETAI L, CONSTRUCT BY PLACING THREE (3) - 8' x 4' FLOW DIFFUSERS (USE FD \ _
o,\d:n9 / ,. v +'+i� SOP # I SOP #2
4' x 8' - D FLOW DIFFUSER UMTS BY 5HOREY PRECAST, INC.) WITH 4' 6 x 5 �� � � { of 00 / \
OF STONE AROUND AND 0 OF STONE BELOW i / ' x / Y
SCALE 1 "=20' / a ja /
/ .�!�� \ DEP OBSERVATION
t 9 PLOT#2
UTF BACKWASH BED DETAIL: 9.4 I -'x}� I/ PLO OBSERVATION
FLOW FROFI LE: % n, 3,L
PP.OPOSED SWALE -� '�
I �
NOT TO SCALE BorroM EL=s.o± � i � / � x s.a��/ .,i1• ,h o
NOT TO SCALE �' t,5
24" DIAMETER CONCRETE COVERS INSPECTION NOTE: x 6.z/C
RAISED TO WITHIN 6" OF FINISH PROPoseD LIMIT (� (y i' � Na
FINISH FLOOR GRADE (ORAS NOTED) PRICK TO FINAL INSPECTION BY THE ENGINEER, SYSTEM OF WORK 0 0°fie 00i, / /
EL= I B.O ± (SEE NOTE #5) NEEDS TO BE COMPILE
INCLUDING BUILDUP FOR COVERS. /� 0 10° / / 6
/ \ j 7 lgND
Proposed EL= .5± Proposed EL= I I .0± Proposed EL -5.8t Min. SwEEe-, f / 4 3.6
/
��'L6.0
5
INSPECTION PORT / L,
9" Cover Min. x ss
0.65±
9--4,.I{ / / Ve stated Rewsed 05/ 3/15: Revised propo5ect dweiii lay -out, pool, deck, and ad usted grades.
JOSEPH H. PETROW5KI d J' / - Wetland FLAN LISGIOtti Re5i �•Jencei
2i, LAYER OF 115" - 112" STONE 39 ,,i1, U
DEBRA T. PETROWSKI
+ ,i II CAP - LAND COURT DOCUMENT C #543091 I L 12 13%, $GALE I "=20'- 99
10.0_ 9.50 10 14119.25 8,55 6 3/4 1-1 /2 STONE ®- -- ) '
.iii 8.79 8.62 8.35 6 SITE � SEWAGE D15PO5ALLi5ootti, 83 Orchard Hill Park V5Y5TEtM DESIGN
: ii 7 85 2 � / TH15 AREA IS SERVED
T 40 T 2" DROP 3'4 1 ` BY TOWN WATER. 3 1 M055 Road, West Yarmouth, MA
GAS BAFFLE LEACHING FIELD 5.1' J.M. O'REILLY & ASSOCIATES, INC.
45.0'x 15.0'x 6.0"
Professional Engineering &Land Surveying Services
I 4V
MAY 14 2010
RECEIVED
3±-� 1500 GALLON
5EFTIC TANK
Longest Run - EL=2.75 HIGH GROUNDWATER
8'± _
DB -3
D -BOX
H-20
O 20 40 GO 1573 Main Street - Route 6A
Qom'_ P.O. Hos 1773
SCALE I"=20' (50B)896-6601 Office Brewster, MA 02631 (608)896-6602 Fax
DATE: T5CALIE: BY: CHECK: JOB NUMBER:
G:WAJobs\U5ciotti Development\Mos5Road 127GA\dwg\l 27GA.SD5.rev5-13-I0.dwg 04/21/105 Noted MTF/{ JMO JMO-127GA