196 Old Townhouse Road Proposed Septic Design 6BENCHMARK, 70F -OF.
TOP OF FOUNDATION
ELEV. as 1021 7 V
RfrtS EJ
710 EL -S /
ssu�r,�,c7
/ o . 3
_ -
TEXTURE
40 CAST 1R11N PIPE
MAX fi OF STORIES 2
D I STANCE BETWEEN 250'
SOIL TE, S
\Ay
PATCH 41U/4f
VENT
NOT REQUIRED
2• In
2' In a °
24.5.1 Location: Handrails shall be provided along both sides of ramp segments.
PER FMUTN
ZONE: B3
REQUIRED
PROPOSED
20AIAE SECT.
DATE OF SOIL TEST ,�
SAND MIN LOT SIZE:
ELEV. a.
24,579
203.5
/
SIDEYARD
•" I
a
ELEV, ex 96 LG J
203.5
V47NESSED BY - � • can e_
MIN
AM AND SEED _ S
IL too. 1U•v-
20 FT. MINIMUM FROM CELLAR
FT. MINIMUM FROM SLAB OR CRANA
CCOONVENRSTL
4• SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8• PER FT.
I AStt V. 0 1.5� IS f D• r
BGAFFU ELEV. �q.S 6• SUM � ELEV. 9f.
DISTRIBUTION ELEV. _
BOX g.sJ
TO BE WATER TESTED
1000 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (To BE PLACED N FIRM BASE)
3/4• To I 1/2'J
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SC/LLE
CATCH '
CA`f H BASIN
yy BASIN
Hi
i
_ -
TEXTURE
Handrails shalt be provided at all ramps. Handrails shall have the following features:
MAX fi OF STORIES 2
D I STANCE BETWEEN 250'
SOIL TE, S
\Ay
LEV. an -Zo� M
VENT
NOT REQUIRED
2• In
2' In a °
24.5.1 Location: Handrails shall be provided along both sides of ramp segments.
DRIVE & ROAD
fe
ZONE: B3
REQUIRED
PROPOSED
20AIAE SECT.
DATE OF SOIL TEST ,�
SAND MIN LOT SIZE:
401-000
24,579
203.5
SOIL TEST DONE BY �' r- -`A^e
SIDEYARD
•" I
a
191
203.5
V47NESSED BY - � • can e_
MIN
AM AND SEED _ S
70 g'
f.2$
2o3.s
OBSERVATION HOLE 2 EIEv-- 7 O
2• 245 LAYER OF MAX.BLDG HEIGHT
HANDRAILS
35'
35'
203.4.1
PERCOLATION RATE L' MIN./INCH AT `14-.1-L INCHES
BASIN B I TUM
CURB I/
CESSPOOL C.P. O
�-
;..v r', air j' f
LEA NG CAPACITY AREA X RATE)�3
c
7%. u
f! Sim(')fa.sjCz•�
J
Havannas• mad-'•,
j unri
PROJECT LOCATION 196 OLD TOVLuIVOUSE ROAD
RESERVE LEACHING CAPACITY
O3 GAL/DAY
i32
E EST YARM UTH, FA
(s -.Nr- �
.1-a ^1 l7'to _
OLD
rtD •
CRAIG R SHORT
N
T
�•
PROFESSIONAL ENGINEER
508- P.O. BOX 1044
1�
398-8311 SOUTH DENNIS. MASS 02660
,
y
wo
DATE 3 �7S g i
SCALE 1" = 1 O' )
3
.
REVISED (/- 3) 59
JOB No,
IL too. 1U•v-
20 FT. MINIMUM FROM CELLAR
FT. MINIMUM FROM SLAB OR CRANA
CCOONVENRSTL
4• SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8• PER FT.
I AStt V. 0 1.5� IS f D• r
BGAFFU ELEV. �q.S 6• SUM � ELEV. 9f.
DISTRIBUTION ELEV. _
BOX g.sJ
TO BE WATER TESTED
1000 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (To BE PLACED N FIRM BASE)
3/4• To I 1/2'J
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SC/LLE
CATCH '
CA`f H BASIN
yy BASIN
Hi
i
1/6• TO 1/2•
7C WASEIED STONE
_ -
TEXTURE
Handrails shalt be provided at all ramps. Handrails shall have the following features:
MAX fi OF STORIES 2
D I STANCE BETWEEN 250'
SOIL TE, S
\Ay
LEV. an -Zo� M
VENT
NOT REQUIRED
2• In
2' In a °
24.5.1 Location: Handrails shall be provided along both sides of ramp segments.
DRIVE & ROAD
fe
ZONE: B3
REQUIRED
PROPOSED
20AIAE SECT.
DATE OF SOIL TEST ,�
SAND MIN LOT SIZE:
401-000
24,579
203.5
SOIL TEST DONE BY �' r- -`A^e
SIDEYARD
•" I
a
191
203.5
V47NESSED BY - � • can e_
MIN
AM AND SEED _ S
70 g'
f.2$
2o3.s
OBSERVATION HOLE 2 EIEv-- 7 O
2• 245 LAYER OF MAX.BLDG HEIGHT
HANDRAILS
35'
35'
203.4.1
PERCOLATION RATE L' MIN./INCH AT `14-.1-L INCHES
1/6• TO 1/2•
7C WASEIED STONE
_ M a max,mum of three mches (3 6mm, cep an exten at east me cs ( mm)
See Fig.
TEXTURE
Handrails shalt be provided at all ramps. Handrails shall have the following features:
MAX fi OF STORIES 2
D I STANCE BETWEEN 250'
2
166'
203„4.1
301, 4.7
LEV. an -Zo� M
VENT
NOT REQUIRED
2• In
2' In a °
24.5.1 Location: Handrails shall be provided along both sides of ramp segments.
DRIVE & ROAD
fe
\ ! UTILITY POLE -0-
ACTUAL SIZE OF SEPTIC TANK
/ ooG G�
APPROVED: BOARD OF HEALTH
70
CATCH
/I
PARKING SPACES FZ,r f
16
r
301..
AMAX . =
3
L. 9.5-, O u
1 �' FT. RE
CONCRETE
ANCHOR
•" I
a
24.5.2 Heights: Handrails shall be provided in pairs, one at a height between 34 inches and 38 inches
Bh P Pa 8
(34"-38" - 864mm - 965mm), and a lower one at a height between 18 and 20 inches (18"-20" a
h' ^ - G t:0 V£k , 3 S
1�:X !o TSL. f: r.
.'.i
7 C 3 •.S
to®®® 0
• E1 EJEi8Edf dlcJfa1L�14:ailJ .
®®dada®aeras a2,
a®aaaaaaaaa _
2 - 500 GALLON DRY WELLS
w r rFI STONE IN AN
1-''' `i • ;. p, TRENCH FORLATI(
M 457mrn-508mm), measured vertically from the surface of the ramp to top of handrail. }� ft N D r C f' pn R r^/ _ / S Ffi C 1'•'-' Vr`t �r ES S' t R°t t F
m • ���� `t !'f,. r_ 24.5.3 Continuous surface: Handrails shall be continuous without interruption, except by doorways and
an {f I Level
` IL mngl 4nainy openings, so that a hand can move from end to end without interruption.
y . S Handrail Extensions
24.5.4 Extensions: Handrails shall extend at least 12 inches (12" - 305mm) beyond the top and bottom of
t•tf� t•t,a• the ram and shall be parallel with the floor or ( g ) P
to 1•tl2• to t•tn• P ground surface (see Fig. 24d , except where the
1.172' ,� 1.1/2• .r extension would cause a safety hazard -
14 5 5 S' Th hand f th hand '1 h Il o t be I th 1'! inches nominal (l Y" - 32 )
DEPDEPTHHORI2
_ M a max,mum of three mches (3 6mm, cep an exten at east me cs ( mm)
See Fig.
TEXTURE
COLOR
MOTT.
OTHER
t - the top of the rail.
t -t1-
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY
/000 GAL! -
Kr.
CRAsv
-
\ ! UTILITY POLE -0-
ACTUAL SIZE OF SEPTIC TANK
/ ooG G�
APPROVED: BOARD OF HEALTH
�arrri"'
CATCH
/I
TowN WATER -www
SOIL CLASSIFICATION
.4
DATE AGENT
�. CATCH BASIN ��7
DESIN PERCOLATIN RATE
EFFLUENT LOADING RATE
n
�� GAL/DAY/S.F.
2�,
1-J
�
�/4
•r
"
SQ. FT.
FOR
BASIN B I TUM
CURB I/
CESSPOOL C.P. O
�-
;..v r', air j' f
LEA NG CAPACITY AREA X RATE)�3
c
7%. u
f! Sim(')fa.sjCz•�
J
Havannas• mad-'•,
j unri
PROJECT LOCATION 196 OLD TOVLuIVOUSE ROAD
RESERVE LEACHING CAPACITY
O3 GAL/DAY
i32
E EST YARM UTH, FA
(s -.Nr- �
.1-a ^1 l7'to _
,ze. a gnp ponton o e ra, s a nlessthan . me es .- mm
SOIL ABSORPTION vi ZONE nor more than I'/, inches nominal (1 %,' 380202) in diameter. 1 - _ 1-A 1 a 7 O
WELL MINIMUM NUMBER OF 3 ^ (MIN) CALIPER TREES 24 _ 8 = 3 !✓c WATER ENCOUNTERED AT �� ELEV. o
SYSTEM (SAS) � INDE( 24.5.6 Shape: The handgrip portion of the handrail shall be round or oval in cross-section. See Fig. 24e BUT REQUIRE 1 PER 20 IN BUFFER - _ 2 7 ADDITIONAL o Y o
ADJUST
i 24.5.7 Surface: The gripping surface shall be free of any sharp or abrasive elemenrs.
Uses PROBABLE WATER TABLE ELEV. - �.' LEGEND: DESIGN CALCULATIONS
OBSERVED WATER TABLE ( / / ) ELEV ,,�, ` 24.5.8 Clearance: When a handrail is mounted adjacent to a wall, the clew space between the handrail and - o r 6 To.v,G' wb"/.
�' . �. l pa � EXISTING SPOT ELEVATION OOaO 5 f'
BOTTOM OF TEST HOLE EIEV. / `' the wall shall be I h inches (1'h" - 38tnm). Handrails may be located in a wall recess if the recess - - \ EXISTING CONTOUR ---OD----
t 114 "=7 d d ds I 18' h 18"-457 aboveFINAL SPOT ELEVATION 0 TOTAL ESTIMATED FLOW
•
to
_ M a max,mum of three mches (3 6mm, cep an exten at east me cs ( mm)
See Fig.
\ FINAL CONTOUR
(28xSSx� = UoOo) 7S
3 (! GAL/DAY
14BASIN
t - the top of the rail.
t -t1-
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY
/000 GAL! -
Kr.
CRAsv
aa
\ ! UTILITY POLE -0-
ACTUAL SIZE OF SEPTIC TANK
/ ooG G�
APPROVED: BOARD OF HEALTH
�arrri"'
CATCH
/I
TowN WATER -www
SOIL CLASSIFICATION
.4
DATE AGENT
�. CATCH BASIN ��7
DESIN PERCOLATIN RATE
EFFLUENT LOADING RATE
n
�� GAL/DAY/S.F.
�
W CATCH
GAS UNE
CLEAN OUT C6.
LEACHING AREA 13 x 2 4 * e?,( x c
SQ. FT.
FOR
BASIN B I TUM
CURB I/
CESSPOOL C.P. O
�-
;..v r', air j' f
LEA NG CAPACITY AREA X RATE)�3
GAL/DAY
f! Sim(')fa.sjCz•�
J
Havannas• mad-'•,
PROJECT LOCATION 196 OLD TOVLuIVOUSE ROAD
RESERVE LEACHING CAPACITY
O3 GAL/DAY
E EST YARM UTH, FA
(s -.Nr- �
.1-a ^1 l7'to _
ti CA % NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE RULES AND
- r -- ---- " r ---- r ---' r C r ----- - -_r• �
RAIL FENCE - -- = V-- '!- si _•__ �-' '�'--.-III REGULATIONS FOR TTHE 1SUBSURFACE DISPOSAL OF SEWAGE
2 ALL COVERS TO SANITARY UNITS SHAD. BE BROUGHT TO
WITl •_--.-._ _
/
LIGHT _ ALL C E
H 6' OF FINISHED GRAD
POST �` -- r X� 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHA6E CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING
ALL
? _ - USED UNDER R wIITS USED
T. 0 DRIVES ER PARKING AREAS, E
ww r -+ ` 4. ANY MASNARY UNITS USED TO BRING COVERS TO GRADE SHALL
r., --�, � - <. ? � / \,. 5. NO DETERBE M
INATION NATION HAS BEEN MADE AS TO COMPLIANCE WITH
k • j.IN PLACE -
t' ROW EVERGREEN SHRUBS a ; y '►r,; HANDICAP RAMP ( I'`•�= �a � I 'I
4-5'HI ON 6'CENTERS ,-} ' 4 09 P9AX SLOPE 1 12 - 1 CJ err j tJ v-- 1' PROPOSED a 'j DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT 15 TO
- - -- -
_-_ _� _ y •/ - �1 SEE DETAIL ABOVE `0 -` ST BOX �1_ _ j ! E 6. UiB1LITIES OWN AREDETERMINATION
APPRO>OMATE NLY�EXCAVA710N CONTRACTOR
_ _ y ___. -�� OPOSED IS TO CALL DIC -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
r11• � PR
RESERVE
1 F- - r --- �- SOIL ABSORPTION
j 181 _ 1 - 1-i= ' 77 - \ EXI. TING SEPTIC TAN ILROA - /`���� _ t I 7. CRNTRACTORISETONVERIFY GRADES AND ELEVATIONS AS WELL AS
LEACH PIT „ 1 I T r �1 / \ /J SYSTEM / SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
VAN ACCESSIBLE VAN ACCESSIBLE { \ �` ! o !S TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
6 4 r HANDICAP SPACE -- 11 HANDICAP 'SIGN i�) I D TIE WALL - IMMEDIATELY.
_ N ___
ti� I I . LOT IS SHOWN ON ASSESSORS Y 74 AS PARCEL
_._.... / 9& PARCEL IS IN FLOOD ZONE C 778
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
t: r / I / A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH
�\ VAN ACCESSIBLE \ of
--- ROCK YR1 MATERIAL AS SPECIFIED IN 310 pIR 15.255:(3
I- -
8 SPACES 3 - _ _ _ T&MB
c99,3 11. NO CHANGE 0 DRAINAGE PROPOSED P -'x1 -s
10tX20 1
t 4. E' 4 ��, f i'+`fi'H � � t~'t t'-'1 l'� (?Cr1 L":�• lhl G _r/{"./ _ _ -,
`
120.ti 'r• !� /
Ja N T
€L 04 /Z
(TYP) DRYWELL Cy, c).:_,.
EXISTIiI,G BUILDING O GAS
I
r-1.EC. a O I VALVE I ,'
C DD PI
S
4 SPACE -- �°' I PROPOSED PS
rL 5 1 a
STORY ADDITION °� = j UNDERGROUND S
ELECT CONTROL
PR R 3"
00 RAISE FOUNDATION 94 y RIC EL 103.37
az.7 RR TIE
LIGHTEL 103.31RETAINING-WALLQ /^/
8196 :-
-- POST Pq IUP
i-
1 \1 I o TOP OF WALL EL 102.3 � 4'1 11 _ / If 47 / 6 R L /02-70
i • 02 3
kt!'Sf FOVIVDgrrOal 1-Q cc. 103..37
' to2.7
LOADING= STEP t3 \ =7� PROPOSED BRICK � C4,
'(Zo
1
\ \
BASIN ` AREA NEW BRICK WALK RETAINING
9 \ % } o 7. WALL
CATCH
1/ FL 100.3 a4 rz�crFl2 /2"oc. A
SLEAVE
I_ WATER LINES ^,
f W/4" PV I
'(- BRICK WALK / ----C7vCrZrT ws cL as
ING 1,000 GAL PIT w/3 OF STONE(min) II 1 II 1-n E_.. 4
PER ORIGINAL DESIGN PLANS CONCRETE l� ' J LOT / %.S 2" TREE I I""N� = ULcc•t- taEtow G2Azr 4 i
o f CURB
y f,5-7
LIGHT Ct, ti5-6
( 1Q / 30'� I c.r• 1-z C� F L E V `',77_7
O POST
i7 c
j 111
7 ( I! '
8" MAPLE / L• , 7'
T o _
- / CONCRETE C-0 _.
4 SPACES I CURB \ / { J Fc' ✓ % / '
OLD TOUNHOUSE ROAD
r; ) 2" TREE
5 SHRUB
r i %
CATCH �� IJ i/ 11 CP�Qyt r /
�C`
SPEED 211 ( f -�
LIMIT ��-2" TREE
SIGN TREE ( a
- EDGE OF PAVEMENT CATCH
BASIN
2" TREE
2" TREE /
ti STOP
GJQO / SIGN
PROPOSED SITE PLAN
01998 CRAIG R, SHORT. N.E.;
OF E
Kr.
CRAsv
}} �
1 {
SHuRf }C
G1V:L
No. z45'
APPROVED: BOARD OF HEALTH
�arrri"'
301
.4
DATE AGENT
�
PROPOSED SEPTIC DESIGN
o
ti
FOR
THE STAID%SH --GROIN 1
GUw+p y�
PROJECT LOCATION 196 OLD TOVLuIVOUSE ROAD
E EST YARM UTH, FA
a
L aN3
p y
.1-a ^1 l7'to _
OLD
rtD •
CRAIG R SHORT
N
T
�•
PROFESSIONAL ENGINEER
508- P.O. BOX 1044
1�
398-8311 SOUTH DENNIS. MASS 02660
,
wo
DATE 3 �7S g i
SCALE 1" = 1 O' )
3
REVISED (/- 3) 59
JOB No,
LOCATION
MAP
IREVISED .s-/a8j99
SHEET z OF Z
01998 CRAIG R, SHORT. N.E.;