196 Old Townhouse Road Proposed Septic Design 5BENCHMARK
TOP OF FOUNDATION
ELEV. 7�� 7 -�
RAISE -D
t'o EG E V
(J9izf —
uou1C
5 FLEE
8 FLEE
OF yRlj gSSU^+Ea L /oo. v v
20 FT. MINI►
4• CAST IRON PIPE
PITRCH 1 /4, PER FTN
-ELEV. as
ELEV. as 96 00
N,
WCCONCRETERS
�/ 4° SCHEDULE 40 PVC PIP
/' 7 MW. PITCH 1/80 PER FT.
1
IF. '7
7.5. 14,�i0�, '
J6' LELEV.9'. `
EiEK
94.8 SUM se
BAFFLE
DISTRIBUTION ElEV. _
BOX-Y4•s-/
TO BE WATER TESTED
1 000 GALLON
IF MORE THAN ONE OUTLET
„
(TO BE PLACED ON FIRM BASE)
SEPTIC TANK
3/4• TO 1 1/20•J
ZONE: B3
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
DATE OF SO4L TEST
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CATCH
CATCH
BASIN
BASIN
SOIL TEST DONE BY K,
EEL
MIN SIDE YARD
ELEV... 9b
AMAX .
MAX # OF STORIES 2- z
I HORI2
I TEXTURE
COLOR I
MOTT.
I OTHER
„
SOIL TE
zsi,e,
ZONE: B3
REQUIRED
PROPOSED
VAR, SECT.
DATE OF SO4L TEST
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AN 5" MIN LOT SIZE:
401000
24,579
203.5
SOIL TEST DONE BY K,
MIN SIDE YARD
70 '
19,
203,5
WITNESSM BY 1 �^
LOAM AND «m }; �t✓D IC Fstri; `� ��/.�:• = / j. =rK+. C �r� ✓r, ^.: = c ss , 7th MIN % COVERAGE
15%
44.2%
203.5
OBSERVATION HOLE 2 ELEV.-
MAX BLDG HEIGHT
2 LAYER OF 24 5 HANDRAILS
35'
35'
2'
203.4.1
4
PERCOLATION RATE L' MIN./INCH AT '14" SG INCHES
7/
203. .1
1/8° TO 1/2° Handrails shall be provided at all romps. Handrails shall have the following features: DISTANCE BETWEEN 250' 166' 301, 4.7
'2`?•l WASE D STONE VENT s• in DRIVE & ROAD
NOT REQUIRED =- In a a id
h b
l
d vid
1 Location: Handrails shall be 24.5.provided along both sides of romp segments. 301.5
ao PARKING SPACES 24 16
= I CU. FT. OF 24.5.2 Heights: Handrails shall be provided in
3 CONCRETE , g p pairs, one at a height between 34 incites and 38 inches
£ L, 9 S.0 a ANCHOR _ (34'•38' - 864mm-965mm), and a tower one at a height between I8 and 20 inches (I8"-20" • _
' �I 457mm-508mm), measured vertically from the surface of the ramp to top of handrail.
Level • 6®®BF�fdIrJGlEdlfuli:.7 . • . • - 24.5.3 Continuous surface: Handrails shall be continuous without interruption, except by doorways and 1•,� (� _ f
, ®E366866666E3 •24 ILandln I I e•v' I openings, so that a hand can move from end to end without interruption. 7( -
Pei
-yam -
®88888666E3 `�2,.� 9 Handrail Extensions
Landing /ir
e • ELEV. a � `" •
24.5.4 Extensions: Handrails shall extend at least 12 inches (12" - 301mm) beyond the top and bottom of
2 - 500 GALLON DRY WELLS ' ; 0 4 1-,04. the ramp and shall be parallel with the floor or ground surface (see Fig. 24d), except where the
STONE IN AN t•tJz r- t•tn 11Y t-tJz extension would cause a safety hazard.
2455 Size: The handgrip portion of the handrail shall not be less than 1P/ inches nominal (1'/4" - 32mm)
DEPTH
I HORI2
I TEXTURE
COLOR I
MOTT.
I OTHER
„
loomy
zsi,e,
16-
5'26"
• E 9
;
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� :309
:
DATE AGENT,
f
26"
PROPOSED SEPTIC DESIGN
FOR
THE STAiMISH CROUP
C
7/
PROJECT LOCATION 196 OLD TOVKHOUSE ROAD
\
/32
ITZST YARNOUTHe RIA
v`1'r ,[o4vs�
OUSE '
TRENCH FORMATSON
SOIL ABSORPTION, �L �fJ nor more than l%: inches nominal (1%i-3Bmm)indiameter.
ZONE MINIMLM NUMBER OF 2" (MIN) CALIPER TREES 24 8 = 3 Nc WATER ENCOUNTERED AT .J/• ELEV. o e7iO
SYSTEM (SAS) � INDEX 24.5.6 Shape: The handgrip portion of the handrail shall be round or oval incross-section. SeeFig.24e. BUT REQUIRE 1 PER 20' IN BUFFER = = 15 ADDITIONAL
ADJUST
24.5.7 Surface: The gripping surface shall be free of any sharp or abrasive elements.
uses PROBABLE WATER TABLE ELEV. - LEGEND: DESIGN CALCULATIONS
OBSERVED WATER PROBABLE ( T / ) ELEV. 24.5.8 Clearance: When a handrail is mounted adjacent to a wall, the clear space between the handrail and EXISTING SPOT ELEVATION 00x0 F_ x J S rr ti G. Loo y a / p .
00 ----
BOTTOM OF TEST NOTE ELEV. se o the wall shall be 1 h inches (1 h 38mm). Handrails may be located in a wall recess if the recess EXISTING CONTOUR - --00---- '
se NZ t •tJ4 is a maximum of three inches (3" -76mm) deep and extends at least IS inches (18"- 457mm) above FINAL SPOT ELEVATION ffo TOTAL EST14ATED FLOW '
tothe top of the rail. See Fig. 24c- —
/I \ FINAL CONTOUR—[— (28x:fS/t�•= /coo) 7S - 3 �'7`, CAL AY '
t•tn
t-tJ _ SOIL TEST LOCATION ® REQUIRED,SEPTIC TANK CAPACITY J0 GAL Lint.
s -0
CATCH UTILITY POLE - ACTUAL SIZE OF SEPTIC TANK o00 G�
- A P=�
TOWN WATER SOIL CLJASSIFTCAmoN • 4
BASIN CATCH BASIN®j DESIGN PEkGOLAitON,RATE -Z-7-MIN /IN:
TT 11`' , GAS LINE EFFLUENT LOADING RATE '�� GAL./DAY/S.F •
kq CATCH CLEAN OUT LEACHING AREA rax 2'i + 099 x c SO FT.
BASIN 81 TUM CESSPOOL CP. Q
/ r r TEfAYC(SH1NG(��)rA7y(Tl,7J(AdR•.ETjC X2RACURB JTJE)• 21 GAL/DAY
Handrail■ L a' max (MrN) s
76
RESERVE,LEACHING CAPACITY O3 GAL/DAY
-
— — — — — — — -- -- _ _ _ _ — — — ti NOTES• (r'fs,.7+)
I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF 1'ocl2ivlov rH RULES AND M1
r r---- r r -- t �— > r f -_„ r RAIL FENCE t� / REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
O r x 2- ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 60 OF FINISHED GRADE
r LIGST . r 3 ALL COMPONENTS OF THE WITHSTANDING H-10 LOADING UNLESS THEY ARE NITARY SYSTEM UNBE CAPABLE F
DER OR WITHIN
POST 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
_ ^ USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4 e ANYMAT
HUPLACNITE.
TO BRING COVERS TO GRADE SHALL �
�i• �� - 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
HANDICAP RAMP PROPOSED DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
200'+ROW E "G -`r' SFFS MAX SLOPE 1:12 o {-� OBTAIN SUCH DETERMINATION FR04 APPROPRIATE AUTHORITY. ,
4-5'HT Or; E'CE .TEAS 9�l IJ _ DIST BOX _ I 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
9 — SEE DETAIL ABOVE -�` POSED RV IS TO CALL DIC -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
98' _---_—_--- ��=�__— _
_ PRO RESERVE � t
\ _ SOIL ABSORPTION PRIOR TO COMMENCING WORK ON SITE
I �'- 7'7 - l- SYSTEM 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
10" MAPLE I I I y / / 98.8 .1 yt — - - _
BITU•L LEAD- -I. ((.. ° i I�
II CURB VAN ACCESSIE'-E 1 "VAN ACCESSIBLE" --4* ° — SITE CONDITIONS T OR TO COMMENCING WORK ON SITE ANY VARIATION
_.__ c - '"HANDICAP"SIGN EXISTING S! RTIC TANK -RAILROAD TIE WALL 1 IS E BE BROUGHT TO THE ATTENTION OF THE DESl6t! ENGINEER
q� 4'_r HANDICA., Sr,_ II / _ _ IS IN
' IMMEDIATELY.
- 74 AS PARCEL Al I YS
I ZONE C
8. LOT ON�ASSESSORS-MAP
\ srrtCs9 57.7' --
10. ALL UNSUITABLE MATERIAL SHALL BE aELtOvED FROM UNDER AND FOR
-- _.r I A MINIMUM OF 5 AROUND LEA�IIWO FACILITY AND BE REPUCED WITH
' f -- I R O C K YR B MATERIAL AS SPEWI D W 310 CMR 15.255:(3.
\! II
VAN ACCESSIBLE - - TBM=99 3 11. NO'CHANGE TO DRAINAGE PROPOSED
!I 8 SPACES
10'X20'
DRYWELL
�o z EXISTIM WILDIF''S _ GAS
10 V
LVE
1 PVCI DOlv^ PI
II SPRINKLER
LIGHT �-� CIS -ACES -�6 � I PROPOSED �! .i ,L1 , -
p STORY ADDITION / y UIDERGRO(14D ELECTRIC CONTROL
POST !
I RAISE FOUNDATION 9a'' £L Jo3.3r
j I ' \ \ II °0 ot.• RR TIE I --
_ jG 7d' I LIGHT e. EL 103.31 #196 RETAINING -WALL -- --�
11 O--- -- - - --- -- - II POST UP Q -6
I° Joz•cy 102,44 4 # 47 / 1 1-- EL 102.67
I II 1 TOP OF WALL EL 102.3
I�O
2' PROPOSED BRICK 7 I
LOADING= 1r
CATCH\ NG
AREA NEW BRICK WALK
k'ALLI 9 • '� . c� �`
\ II BASIN I• = I
SLEAVE WATER LINES EC 100,3 {
I y W/4" PVC U w+ -
_ 0
_ \ ,I BRICK WALK r 11 I !'-- Cc vC,Zt 7e wg tr
EXISTING 1,000 GAL PIT v+r3 OF STONE min) II ! I F / -1 1 I r •.
PER ORIGINAL DESIGN PLANS CONCRETE ' I 1 r 2" TREE ! - 4'C"= Qtccq- ae-ecvt C-MAL� 1
I� 11 f LOT Rc I q ,
LIGHT(_-_� v I 1' f LIGHT �ye� r F� 30--_
POST —_ — - O POST 1 L I
8" MAPLE o< • t
I CONCRETE
4 SPACES I CURB \\\ 5' SHRUB N,
V � BITLM CURET -
(TYP) i `r
t�CATCH
I �r BITLM BASIN
0
2" TREE
URB
MONITORING
MONITORING t e q EXISTING 1,000 GAL PIT w/3r OF STONE (min)
WELL #2 0 4�— �� PER ORIGINAL DESIGN PLANS
GAS LINE ( \ c - = = _MONITORING
loll 5' DIA 5}i� r0
WELL #3
MAPLE �. III IY✓
SIGN Q ZCK
Q 0
FI SIGN
R=25'
STEEL COVERS
_ - FLOOD
MARKED "W" / L'E�ty) LIGHTS
B I TUM,
rr CURB i
211
TREE
/^ S REMOVE
_ & REVEGETATE 'J
ASPHALT C,'F? \,
---��_ JCC•d
OLD TOIP, •LOUSE ROAD
A'
t
l YRB-
r/ TBM 100C 2" TREE
" GATE CD
2" TREE GATE
JRA
SPEED i 2„o <1
SIGHLIMIT TREE 1 J 2" TREE
--w—
EDGE
CATCH
�- PAVEMENT BASIN
STOP
SIGN
PROPOSED SITE PLAN
r
APP BOARD -OF HEALTH
V\ G
-,
` p
• E 9
;
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� :309
:
DATE AGENT,
f
PROPOSED SEPTIC DESIGN
FOR
THE STAiMISH CROUP
CA
PROJECT LOCATION 196 OLD TOVKHOUSE ROAD
\
ITZST YARNOUTHe RIA
v`1'r ,[o4vs�
OUSE '
FI OLD
TL9�
CRAIG R SHORT
PROFESSIONAL ENGINEER
T
oY
a
508- P.O. BOX 1044
398-8311 SOUTH DENNIS. MASS 02660
ti
o
DATE 3��5 g q
FD 1" =lot
3
I I
REVISED • j - .3I
/
Jo8 No.
LOCATION 'MAP
SHE: ErT 2OF 2
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