196 Old Townhouse Road Proposed Septic Design 7BENCHMARK , Tap of yRd Assu•"� c� loo, 0 0
TOP OF FOUNDATION _ 20 FT. MlNI6
CONCRETE
CO
/ 4' SCHEDULE 40 PVC PIN
MIN. PITCH 1/8' PER FT.
E::Aij
V ex9S7S/� ,SELEV. 0 9 4.5 - 6' SU ELEV. se 9 f• G
DISTRIBUTION �W
BOX y4.SJ
TO BE WATER TESTED
1000 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/25-J
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
CATCH
CATCH BASIN
BASIN F
I ER
---------------
SOIL TE
ZONE: B3 REQUIRED PROPOSED VAR. SECT. DATE OF SOIL TEST
MIN LOT SIZE: 40 000 24,579 203.5 , SOIL TEST DONE BY K• -<'1 •niZ
SAND MIN SIDE YARD 70' 19, WITNESSED BY 203.5 -�
AM AND SEED 14 AAiD ICH _P MIN % COVERAGE 15% 44.2% 203.5 OBSERVATION HOLE 2 ELEY.- y6,0.
2' LAYER OF 245 HANDRAILS MAX BLDG HEIGHT 35' 35' 203.4.1 203.4.1 PERCOLATION RATE � e MIN./INCH AT -44 --EG INCHES 7
MAX # OF STORIES 2'r2
1 /a- TO 1/2' Handrails shall be provided at all ramps. Handrails shall have the following features: DISTANCE BETWEEN 250' 166' 301.4.7
WASHED
EV. �H VENT "
2 DRIVE 6 ROAD
Z%'' NOT REQUIRED �^ a a 24.5.1 Location: Handrails shall be provided along both sides of ramp segments. PARKING SPACES 24 16 301.5 '
ao
eh1AX . i 1 CU. FT. OF
CONCRETE 24.5.2 Heights: Handrails shall be provided in pairs, one at a height between 34 incites and 38 inches
£. L. 9 S"O o ANCH08 t (34"-38" - 864mm - 965mm), and a lower one at a height between 18 and 20 inches (18"-20" - -
a 457mrn-508mm), measured vertically from the surface of the ramp to top of handrail.
V_T__05Eo30E3cALLON
BFJFsJGIL9451t-J . • . e - 24.5.3 Continuous surface: Handrails shay be continuous without interruption, except by doorways and
ILevet•24Land,n openings, so that a hand can move from end to end without interruption.
g Landings ELEV se y2S Handrail Extensions
24.5.4 Extensions: Handrail, shall extend at least 12 inches (12" - 305mm) beyond the top and bonom of
.114 1.1p' DRY WELLS to to the ramp and shall be parallel with the floor or ground surface (see Fig. 24d), except where the
STONE IN AN 1•t@ r 1.112• •1J2• j- 1-M extension would cause a safety hazard
DEPTH
o./en/-7
10 FT. MINIMUM
COLOR
MOTT.
r -X137-/4/ c,
IO"
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RIMUM
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OUTLET
CRAIG R. SHORT
4 FEET
14 INCH S
PROFESSIONAL ENGINEER
a508-
r
P.O. BOX 1044
398-8311 SOUTH DENNIS. MASS 02660
6
24IIN(CHHES
��-EEdi
8 FEET
34 INCHES
DATE 3 �/S g 9
SCALE
9B
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TOB No. 1,2
\\ \x\\
10" MAPL
I
REVISED
II
hj
II
I
r
f
. i
,
II
CONCRETE
CO
/ 4' SCHEDULE 40 PVC PIN
MIN. PITCH 1/8' PER FT.
E::Aij
V ex9S7S/� ,SELEV. 0 9 4.5 - 6' SU ELEV. se 9 f• G
DISTRIBUTION �W
BOX y4.SJ
TO BE WATER TESTED
1000 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/25-J
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
CATCH
CATCH BASIN
BASIN F
I ER
---------------
SOIL TE
ZONE: B3 REQUIRED PROPOSED VAR. SECT. DATE OF SOIL TEST
MIN LOT SIZE: 40 000 24,579 203.5 , SOIL TEST DONE BY K• -<'1 •niZ
SAND MIN SIDE YARD 70' 19, WITNESSED BY 203.5 -�
AM AND SEED 14 AAiD ICH _P MIN % COVERAGE 15% 44.2% 203.5 OBSERVATION HOLE 2 ELEY.- y6,0.
2' LAYER OF 245 HANDRAILS MAX BLDG HEIGHT 35' 35' 203.4.1 203.4.1 PERCOLATION RATE � e MIN./INCH AT -44 --EG INCHES 7
MAX # OF STORIES 2'r2
1 /a- TO 1/2' Handrails shall be provided at all ramps. Handrails shall have the following features: DISTANCE BETWEEN 250' 166' 301.4.7
WASHED
EV. �H VENT "
2 DRIVE 6 ROAD
Z%'' NOT REQUIRED �^ a a 24.5.1 Location: Handrails shall be provided along both sides of ramp segments. PARKING SPACES 24 16 301.5 '
ao
eh1AX . i 1 CU. FT. OF
CONCRETE 24.5.2 Heights: Handrails shall be provided in pairs, one at a height between 34 incites and 38 inches
£. L. 9 S"O o ANCH08 t (34"-38" - 864mm - 965mm), and a lower one at a height between 18 and 20 inches (18"-20" - -
a 457mrn-508mm), measured vertically from the surface of the ramp to top of handrail.
V_T__05Eo30E3cALLON
BFJFsJGIL9451t-J . • . e - 24.5.3 Continuous surface: Handrails shay be continuous without interruption, except by doorways and
ILevet•24Land,n openings, so that a hand can move from end to end without interruption.
g Landings ELEV se y2S Handrail Extensions
24.5.4 Extensions: Handrail, shall extend at least 12 inches (12" - 305mm) beyond the top and bonom of
.114 1.1p' DRY WELLS to to the ramp and shall be parallel with the floor or ground surface (see Fig. 24d), except where the
STONE IN AN 1•t@ r 1.112• •1J2• j- 1-M extension would cause a safety hazard
DEPTH
I HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
IO"
lest
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APPROVED: BOARD. OF HEALTH
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PROPOSED '. SEPTIC- DESIGN-.
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CRAIG R. SHORT
TRENCH FORMATION_ 24.5.5 Size: The handgrip portion of the handrail shall not be less than I''/.inches nominal (I /. - 32mm) -
t1 V2� °or more than lSSm°hes nominal (I%@38mm)indiameter.
WELL MINIMUM NUMBER OF 2" (MIN) CALIPER TREES 24 _ 8 = 3 WATER ENCOUNTERED AT �/� ELEV.
SOIL ABSORPTION
ZON24.5.6 Shape: The handgrip p portion of the handrail shall be round or oval in cross-section. See Fig. 24e.. BUT REQUIRE I PER 20' I N BUFFER = = 15 ADDITIONAL
SYSTEM (SAS) `� INDEX
ADJUST
-
24.5.7 surface: The gripping surface shaulxfree afany sharp arabrasive elements. LEGEND: DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. Loo a it
24.5.8 Clearance: When a handrail is mounted adjacent to a wall, the clear space between the handrail and �- \ EXISTING SPOT ELEVATION 00,0 `/ >° -
OBSERVED MATER TABLE ( / % ) ELEV. - the wall shall be 1'f, inches (I %" = 38mm). Handrails may be located in a wall recess if the recess EXISTING CONTOUR----00----
BOTTOM OF TEST HOLE ELEV. se 8- 0 1.114
is a maximum of three inches (3" = 76mm) deep and extends at least 18 inches (18" 457mm) above / FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
to the top of the rail. See Fig. tae. / \ FINAL CONTOUR GAL./DAY
lnrz SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY 1000 GAT•, M IN.' ; "
1.1/ - J.600
ae UTILITY POLE -0- B ACTUAL SIZE OF SEPTIC TANt( GAL
CATCH \- TOWN WATER -W�",SOIL CLASSIFICATION '
BASIN CATCH BASIN ��� DESIGN PERCOL.AIION RATE'MIN./IN.
/f GAS LINE ,-/ EFFLUENT LOADING RATE GAL/DAY/S.F.
Jq CATCH /J CLEAN OUT C. LEACHING AREA ,3X a q * a4 x c 6q. FT.
BASIN BITUM CESSPOOL C.P.Q
CURB / TEACHING APACITY AREA.X RATE) �S3 GAL/DAY
Hedrsile 9' ma: - mt5i � (t�.r fy �,aJ �2..T) ('-.-Tl
.• - ' s
RESERVE LEACHING CAPACITY', 03` GAL/DAY
NOTES. ;
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM
R AND TO
TITLE 5 AND THE TOWN OF Y
\ ri - r --- r ------ > --- T r - r s ___„ _ r RAIL FENCE .{ t �J� REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
r_ O ' " a m I Z WITHIALL NVERS 60OFTFINISHED RADE. O SMITARY UNITS SHALL BE BROUGHT TO
LIGHT ��� "�-
,. _ x 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 1
/ " WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
POST 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
J / \ DETERMINATION
UNDER OR WITHIN 10 FT. OF DRIVES R PARKING AREAS.
-1 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE RIN PLACE
\� -1-} '�-•� � L / L,� '" 5. NO DETERMINMIN ATION HAS BEEN MADE AS TO COMPLIANCE WITH
200'+ROW EVERGREEN SHRUBS DB HANDICAP RAMP /
PROPOSED DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
O 4-5'HI ON 6'CENTERS MAX SLOPE 1:12 - o OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
9 _��- �_ SEE DETAIL ABOVE DIST BOX �_---. _ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
_ PROPOSED RESERVE IS TO CALL 'DIG -SAFE• AT 1-888-344-7233 AT LEAST 72 HOURS
J 8\� \ _ . �� \ i 7 7 - _ - SOIL ABSORPTION PRIOR TO COMMENCING WORK ON SITE
J L SYSTEM 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
BITUM LEACH PIT "VAN ACCESSIBLE" -I F' ° Q1 \ ' I` - �% SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION
/ r I IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
EXISTING SEPTIC TANK -RAILROAD TIE WALL IMMEDIATELY.
VAN ACCESSIBLE I B PARCEL IS IN FLOOD ZONE G N ��S
CURB "HANDICAP` SIGN II 8. LOT IS SHOWN ON ASSESSORS MAP �= AS PARCEL
HANDICAP SPACE /
- --
___ SIAefh 57.7_ * / II 1Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
_ _-- oz _ 11:, 3 4' I I I / A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH
j6 MATERIAL AS SPECIFIF� IN 310 CMR 15.255.(3). r r
L ' T- - _ _ _ I /?oCK TBM=99.3 11. NO CHANGE TO DRAINAGE PROPOSED
ti \\
VAN ACCESSIBLE °I _ _ / - - �YRB
8 SPACES \ __ 8 �' _ - - \ L /
10'X20' - \
(TYP) \ DRYWELL
O
TO
/O GAS
EXISTIrS BUILDING a/ � VALVE
9 I II - ` 4 SPACES PROPOSED PVC DOW PIP ERGR O 1,J
( 1 --'�' _ lr,� SPRIIlKLER
\ j LIGHT I STORY ADDITION = It /� ELECTRIC CAROL
�( POST I \ °J 0 RAISE FOUNDATION - �9'y EL ,o3.3,t
10 tot.t RR TIE
v SB I LIGHT B EL 1x3.3! #196 \ RETAINING -WALL l7
2 a'--- - -- 3�` _- �� POST UP - -� --------- -
i° ,oz.c7 102,44 4 # 47 / J �- EL 102.67
TOP OF WALL EL 102.3 EL 102.3PRO
.� srEP so.7 � �C ►•► \ O
O LOADING= RETAININGV,OSED �\ a -- - G2,cK 1
IIBASIN CATCH i AREA NEW BRICK WALK WALL - 2 Q
_ a
I 97.8 - EL Ioo.3
- - SLEAVE WATER LINES
W/4" PVC
Co vC. !rte wq t�
BRICK WALK -' 2
_ II EXISTING 1 000 GAL PIT w/3 OF STONE(min) II I
--- r I� z 2" TREE 4x8 rL Ccoct PCLOW GRr9De Lb
PER ORIGINAL DESIGN PLANS CONCRETE I l � � I f LOT �7s q
IIof CURB m .96 AC r 44
_ =11 u
� f LIGHT •�- (_ - _ -'-f`I I LPOST
POST - �(
4�- 8" MAPLE
/ I CONCRETE
k SPACES I+ CURB \ 5' SHRUB
I t1
BITLM CURB -1
(01
I1 P /
I CTYP) % CATCH 1 v /
-\I I _ BITUM BASIN /�i i V111 i
Too /
CURB EXISTING 1,000 GAT_ PIT w/3' OF STONE (min)
MONITORING4 j O 79.E _ -- /ao I PER ORIGINAL DESIGN PLANS I
WELL #2 1
1 f 20' �\ GAS LINE \ o I MONITORING
I�Y1 5' DIA Sti WELL #3 fa '
!p] "
MAPLE
10
t• �
SIGN 0 ` 6R1CIC LL \
O R • 2�., ' \ ._ POSTS N 2
c--=Z_'f ni x _--- \ �' -LO /
51
STEEL .COVERS FL000
MARKED "W"
l 6t` RM LIGHTS
P cw B I TUM, \
t CURB�-
u f
rt .
i O TREE REMOVE \ / N! YRB- 00
PAVEMENT \ / TBM 1 \\
REVEGETATE
( D
2" TREE
_ ASPHALT CURB
C
I
's
SPEEDr
100,¢ LIMIT 2tc \ 2,.
r
OLD TOWHOUSE ROAD
SIGN TREE
�- EDGE OF P CATC
- PAVEMENT OAS
TE PLAN
ff
It
SHEET 2 OF 2
O 1998 CRAIG R. SHORT, P.E. I `
y
APPROVED: BOARD. OF HEALTH
°t
=
e-rrn^
,t�3
DATE AGENT
PROPOSED '. SEPTIC- DESIGN-.
i
FOR r
e
THE STANDISH ' GROUP
1
DV/wp
9tn'
PRO ECT LOCATION ' 196 OLD TOIIM�1101USE'ROAD
��
I EST YARHOUTH -RA
�\I LONS� OUSE
CRAIG R. SHORT
°
F OLD IZ9. 7a�„rn
PROFESSIONAL ENGINEER
a508-
r
P.O. BOX 1044
398-8311 SOUTH DENNIS. MASS 02660
Wd
DATE 3 �/S g 9
SCALE
�sED ,f 3 5 9
TOB No. 1,2
LOCATION MAP]IF
REVISED
SHEET 2 OF 2
O 1998 CRAIG R. SHORT, P.E. I `