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-13
x 28.2'x.4 x 23.3
28 28 _
x 26.1 �
SECTION A - B
x ���� � �SCALE � "=5' HORIZONTAL 2.011 x 20.xNAL & VERTICAL
26 PROPOSED 4 BEDROOM � �.�!
HOUSE D o l � ._._-
Fl rr = l _ PROPOSED GRADE - - - - - - - -
24, 9 f V 24 - - - - - - - - - - . - - - - - - - - GARAGE S\LAB=_22.5 - - - - - - - - - - - -
21.9 l ! �i
24 m 22 - - - - - - - - - - - - - - - - - - - -
26 - WORK LIMIT
x GARAME > 20 - - - - - - - -,
E , � t� x 18. 16 - - - - - - - - - - -
p� Qv EXISTING GRADE
�Q
Zx;7.� A 14 - - - - - - - - - - - - -
C
x 20.1 x 17.5
x 19.�CJ 17.8 V
x0
18,7
21.1
SECTION E F
1 1 x 7.8 SCALE 1 "=5' HORIZONTAL & VERTICAL
N
32 TOP FOUNDATION=27.7
PLAN VI E1 - - --
1 »=2Q» 28 TOP PROPOSED WALL=22.0
26 - - - - - - - - EXISTING GRADE - - - - FULL BASEMENT
WORK LIMIT PROPOSED GRADE
24
- - - - - - - - - - - - - - -
SECTION C -- D 22
SCALE 1 "=5' HORIZONTAL & VERTICAL 20
1a -- - -- - - - - -- - - - -
TOP FOUNDATION=27.7
28 - - - - - - - - - - - - - - - - - - -
TOP FOUNDATION=22.9
26
24 - - - - - - - - - - - - - - -
-WORK LIMIT PROPOSED -GRADE
22 - - - - - - - - - -
CRAWL SPACE
20 - - - - - _r----
18 - - - - - - -
EXISTING GRADE
FULL BASEMENT-
-
------ ----
l
CROSS SECTIONS
FOR
J. CLIFFORD & NINA H. COSGROVE
REV. 10/17/96 - SECTION C -D
REV. 1/16/97 - SECTIONS, WALLS, GRADES, & FOOTPRINT
AT
LOT 2 HILLSEA ROAD, YARMOUTHPORT, MA
OCTOBER 17, 1996 SCALE: 1"=20""
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02873
(508) 775--9700 SHEET 3 OF 3
x 28.2
128-
,f x 23.3
.0
26 OP OSED 4 BEDROOM 1 I�
7--_26
� x 2`
HOUSE D a
F ¢ =1
24.9 I
21.9 l
24
11
X26 ���`f 72 ! ��-----
x 2.90 y
19 . � ?D
-1� A
17.5 x
x 20.1
x 17.54
5 0
x 19.3 co
X7.8
x]7.20
1 �
N
PLAN VIEW
1"=201)
x 18.7
11 5- b
x 2'
SECTION C - D
SCALE 1"=5' HORIZONTAL &VERTICAL
SECTION A - B
SCALE 1"=5' HORIZONTAL &VERTICAL
PROPOSED GRADE, - - - - - -
GARAGL SLAB=22.5
24 - - - - - - - - - - - - - - - - - - - -
22 - - - - - - - - - - - - - - - - - - - - -
WORK LIMIT
20 - - - - - - - - - - - - - - - - -
18
16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
EXISTING GRACE
14 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOP FOUNDATION=27.7
28 - - - - - - - - - - - - - - - - - - - - - - - - -
TOP FOUNDATION=22.9
26
24 - - - - - - - - - - - - - - - - - - - - - - - - - -
- WORK LIMIT PROPOSED- GRADE - - FULL BASEMENT -
22 _ - _ _ _ - . . _
CRAWL SPACE
20 - - - - - - - .
s--- - - - - - - - - - - - - -
EXISTING GRADE
il
SECTION E - F
SCALE 1"=5' HORIZONTAL &VERTICAL
32 TOP FOUNDATION=27.7
30 - - - - - - - - - - - - - -
28 - - - - - - - - - - - - - - - - - -
TOP PROPOSED WALL=22.0
26 - - - - - - - - EXISTING GRADE - - - - - - -
WORK LIMIT PROPOSED GRADE
24
22 �,_
U-, - - - -
2018
FULL BASEMENT.
CROSS SECTIONS
FOR
J. CLIFFORD & NINA H. COSGROVE
REV. 10/17/96 -- SECTION C -D
REV. 1/16/97 - SECTIONS, WALLS, GRADES, & FOOTPRINT
AT
LUT 2 HILLSEA ROAD, YARMOUT HPORT, MA
OCTOBER 17, 1996 SCALE: 1"-20"
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTI-p, MA 02673
(508) 775-9700 SHEET 3 OF 3
v)
0
top
foundation
foundation
design by
others
SYSTEM PROEIL.E NOT TO SCALE
DIMENSIONS HOLD 21' MIN.
No -
INSTALL PERFORATED SCH 35 OR 40 4" PIPE LEVEL FOR ENTIRE LENGTH
150 GALLC, N H -,,e � S��TIC TANK DISTRIBUTUIONOF RS, PER OF EFFLUENT. PIPERISRSUSPENIFICATIONS DED EVVERYFOR 6.25'NVENTNENDS.
SEE SITE: PLAN FOR GRADES D- LBOX- -20 USE 2" MIN. OF DOUBLE WASHED 1/8" USE CLEAN DOUBLE WASHED
4" sch 40 pvc TO 1/2" PEASTONE ON TOP. 3/4" TO 1 1/2" STONE. SCREENED VENT
PROPOSED GRADE 22.6 MIN.
apply 6 mil poly` and asphalt mastic PROVIDE 0" MIN. COVER - 4" sch 40 pvc TOP OF PEASTONE = 21.6
along house found. within 20' of leaching. 12" MIN. COVER
- -- _-� � 5=18'/ft 2„ S= 1/8fit. �2.sa'
, /
4" sYh 40 pvc 5=1 /4� ft. 10„ - lq >, Irw,
1 S'.. 2.a
INVERT 22.01
10'
4' 0"
1N VERT 21.81
TEST HOLE 1A
DEPTH ELEV. DEPTH
0.
30"
42"
72"
15'
A layer --silty
clay loam
7.5yr 3/1
B layer -silt
Ioclm
7.5yr 5/4
C1 layer -silty
clay loam
5bg 7/1
��Q rced
water
7 erced T_
water
'.2 layer---med
to fine sand
20.2 0
17.7. 13"
16.7 r
44
14.2
c} �> 14'
5.2 20'
native soil
TEST HOLE 2A
ELEV.
A layer -silty
clay loam
10yr 2/1
B layer -silty
clay loam
10 yr 6/13
wcter
C1 layer -silty
cloy loom
5GY 7/1
C2 layer' -silty
clay loarn
56 5/1
19.7
-17.7
5.7
-0.3
11:5 T HOLE 3 TE:�i" HOLE: 4
DEPTH ELEV. DEPTH ELEV.
D 26.6 0 --- 22.0
TOPSOIL TOPSOIL
SUBSOIL SUBSOIL_
2.0
8.0
LTJ
CL
- 8.5
TIGHT
SILTY SAND
CLEAN TAN
MEDIUM SAND
24.6 2.G
18.6 8.(
11.0 1
17.4 �r10 WATER 1 9.(3 15.0
ENCOUNTERED
(SOIL MOIST)
TIGHT
SILTY SAND
CLEAN TAN
MEDIUM SAND
pc�rc:ed
water
20.0
5' 8$'
native soil INVERT 21.35
Z INVERT 21.52
INVERT 21.56 INVERT 21.20
- t
Stone [310CMR 15.221(2)]
IID, 6" -- 7 4,
SOIL
TEST DATE:
PERFORMED BY:
WITNESSED BY:
PERC: RATE:
WATER TABLE:
00IL
TEST DATE:
PERFORMED BY:
WITNESSED BY:
PERC RATE:
WATER TABLE:
2'
LEVEL
LOG 1
I_OG 2
DESIGN DATA
12' to 15'
EFFECTIVE DEPTH = 24"----'1 19.2 bottom
5.0'
USE H-20 RECHARGERS
PERCHED WATERTABLE = 14.2'
SEE BELOW
SAND
4 --RECHARGER 330'S --IN TWO LEACH AREAS
[LEACH 1 --USE 1.5' STONE ON ENDS, 4' ON SIDES]
[LEACH 2 ---USE 4' STONE
ON ENDS, 3' ON SIDES]
IMPER-
5' ALL AROUND AND REMOVAL DOWN TO
TH 3 & TH 4
SAND, 0 EL. 9,2
FILL MATERIAL TO BE CLEAN GRANDULAR
TEST
SAND MEETING SPECIFICATIONS OF 310CMR
DEC. -22, 1994
15.255(3).
NAMES JODICE
ALL CONSTRUCTION TO MEET STATE
B. MURPHY & A. VON HONE
SANITARY CODE AND TOWN OF DENNIS
< 2 MIN./IN
BOAR OF HEALTH REGULATIONS.
EL 11.00 PERCED
IF UNSUITABLE SOILS, OR SOILS DIF-
FERING FROM THE SOIL LOG ARE FOUND,
(TH 1 A p. TH 2A)
)
RONTAe TD SHA BOARD OF HEALTH AND
J.
MAR. 15, 1995
RON CADILLAC, SOIL EVALUATOR
BRUCE MURPHY, CHO, RS
< 2 MIN./IN
EL 14.2 PERCED TH 1 A
'-w�EXISTING 15'
'VIDE
BARRIER OF
IMPER-
VIOUS SILTY
CLAY
LOAM ---SEE
TEST
HOLES 1A &
2A
SILTY CLAY
LOAM
EL. 9.2
SAND
CATCH
DETAIL SHEET
FOR
J. CLIFFORD & NINA H. COSGRO'
NUMBER OF BEDROOMS: 4 AT
GARBAGE G7RINDER: NO
14.0 REQUIRED CAPACITY: 440 GPD (110/BEDRM) LOT 2, HILLSEA ROAD, YARMOUTHPOR�
SEPTIC 1 ANk�: SIZE: 15DD GALLON
BOTTOM LEACHING AREA: 428.9 SF MARCH 1, 1995 SCALE: AS SH OV
[(12.3' x 16.7°) + (10.3' X 21.7')
SIDE LREVISED SEPTEMBER 19, 1996
LEACHING AREA: 194.8 SF
(12.3 + 16.7 + 10.3 + 21.7 + 10.3' + 9.4 + 16.7) 2' DEEP REVISED OCTOBER 17, 1996
11.0 DESIGN CAPACITY: 461 GPD RONALD J. CADILLAC, PLS, RS
[(418.9 SF + 194:8 SF) x .74 GPD/SF] PROFESSIONAL LAND SURVEYOR & REGISTERED SAN
7.0 P.O. BOX 258, WEST YARMOUTH, MA 0267
(508} 775-3700
REVISED 'I /16/97 --TOP OF FOUNDATION SH
a
I
X ZU.2
,._.. %28Q
Y 2 /.8
26
x 25.3
8.5-'
18- 5'
21 5.5,'
21'
PATIO
EL. 27.0
24
PORCH NOTE: 32' LONG AND -----
6' WIDE FRONT PORCH SHOWN x C,0,
ALL LOTS WITHIN 100 FEET OF PROPOSED SEPTIC SYSTEM ,ARE ON TOWN WATER.
N /F GOR ELECTRIC & PHONE UTILITIE ►���, �����
x �.4 VENT �j r 3- . 21.' 9� 9
N _$1 o
28 '25"00* E
MILL
RAMPART
POND
36.52' R
1,
\
120. ® s!4
I
'PROPOSED 4 '@lrDRooM = y - - ' 2C BENCH MARK TCP PK NAIL
HOUSE I �.`
I Ii @ CENTERLINE= 20. 31 ASSIGNED, ,
TOF=27. �*
.t
--„ t�hll foundation Ig'mi :. - RTE
� 4.9 - ...
>� I BENCH MARK - NE CORN. RIM �
I >i
2�.� I = I � I - CATCH BASIN=ZD.C�9'ASSIGNED NOT To SCALE �
= -------- : I INVERT 12" ALUM. PIPE -18.3
2
- - x 2 �,. xI 20 20. LOCATION MAP
O /20 '� •� - �� I >� INSTALL 2 LEACH AREAS IN L. SHAPED CONFIGURATION
GARADE TH 2A rrix lj f I 1 AS SHOWN. TYt10 CULTEC RECHARGER 330'5 ARE USED THE LOCUS APPEARS TO BE
HAS BEEN ADDED AT CLIENTS 1, .6 _ 1f IN EACH LEACH AREA. LEACH AREA 1 USES 4 OF
Q slab=22.5 STONE DRIVE � I � � 21,C) STONE ON SIDES AND 1.5* STONE ON ENDS, FOR A SUBJECT TO ZONING;
REQUEST. DUE TO CLOSENESS ba + g '' x 18-3^_ I g 12'4" BY 16A8" BY 2' DEEP LEACH AIREA. LEACH AREA
OF SEPTIC COMPONENTS TO �4 �� - �� y. I SIDE YARDS AS FOLLOWS:
,��_�_-x K 1 2 USES 3' OF STONE ON THE SIDES AND 4' OF STONE ON
THIS PORCH THERE IS A RISK -�-�- ..r I
25 �� I I THE ENDS FOR A 1;0'3 BY 21'8" BY 2' DEEP LEACH AREA. FRONT YARD 30
OF DAMAGE TO THE !PORCH IF'>.] A 5' ALL AROUND REMOVAL IS REQUIRED, PROVIDE
REPAIRS ARE (NEEDED, OR WHEN 17 h ¢ , j 2'� °�" 1 t;CREiNED VENT AS SHOWN.SIDE YARD G
RESERVE AREA IS INSTALLED. x ROPOSED HAYBAL 7.5 REAR YARD 20'
& SIL10F ti� c6 �,� 1 `1Q _ -� x X21. N F PESCATELLO ACTUAL ZONING DETERMINATION
-20 -� 1 I
n
CANTILEVER BAY WINDOW ,7 z } l MUST BE IM
X ADE BY' TOWN
7- c� �\� p 21.1 Ncn�� I I NOTES ZONING OFFICAL.
NOTE: 40 MIL VINYL FLASHING MAY N 22.7 1. (LOCUS IS ASSESSORS MAP 108 PARCEL R2.
BE NEEDED BETWEEN LEACHING
NOT FORM AN ADEQUATE BARRIER. 2Q sA I x 22 2. ELEVATIONS ARE ASSIGNED.
AND,CATCH BASIN IF CLAY DOES Pw
4 6.00 C 22.7 I 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
F AiDEOUATENESS of BARRIER WILL x 18.00 x 17 x 22.8
2 NOTED BELOW. 17.0 j 4. STAKED HAYBALES AND SILT FENCE COMBINED TO BE IN PLACE
BE DETERMINED DURING INSPECTION z -10 I PRIOR TO ANY CONSTRUCTION AND LEFT IN PLACE TILL LANID-
w x 20:7 I SCAPING IS WELL ESTABLISHED.
co
/ 1 6.4 k 2. 1 1 1 2-2.8
� Q I 999
N /F BI LEI KI AN N o �-_ ♦♦ x jj MAXIMUM FEASIBLE COMPLIANCE APPROVALS w REQUESTED _
15.6 16.1 2 213
G
\ 1. VARY LEACHING T4 PROPERTY LINE BY 2 (8 PROVIDED). 310CMR 15,211 (1).
2. LEACHING 21' OFF EDGE 'OF DRAINAGE BASIN, AS SHOWN. 310CMR '15.211 (1)_
22.3 3. LEACHING 80* FROM BORDERING WETLAND. LOCAL REGULATION.
0 4. LEACHING LOCATED UNDER STONE DRIVE. VENTING PR0\ADED. 310CMR `15.240 (7).
EDGE OF VEGETATED WETLAND � A I I 22 5. NO RESERVE AREA 'SHOWN, RESERVE SYSTEM TO BE INSTALLED IN SAME
MARKED BY DONALD SCHALL P OI PONDED WATER ` LOCATION AS PRIMARY SYSTEM AT TIME OF EVENTUAL FAILURE. 310CMR 15.248.
OF FUGRO EAST, INC. ON \5.60
2/20/95. EL. 15.6± ON 2/20/95
LOT 2
INSPECTION SCHEDULE: 301610 -- S, F
BOARD OF HEALTH REQUIRES
R.J. CADILLAC T0. I
1. STAKE LOCATION OF LEACH AREA. a Aq' S[TE PLAN
2. INSPECT HOLE AFTER CLAY REMOVAL 4 � W
AND PRIOR TO PLACING SAND, AND 7$'2� 2Q FOR
TO CHECK IF CLAY PROTECTS CATCH 1
BASIN. -"' I C i i 7O R D L74 KIM
A H r r) Q R � E
3. DO FINAL INSPECTION PRIOR TO
BACKFILL. 13'8$ +
PLEASE GIVE 24 HOURS NOTICE FOR S 7t- .4
F 1f V I L I AT
INSPECTIONS, .4
110 ;10 LOT 2 HILLSEA ROAD, YARIVIOUTHPORT MA
_ u �SCALE 11"-20"'
DIL° MARCH 1199�LEGEND a,¢,-mLOT
PROPOSED CONTOUR sR�rrA��P o , f REMSED SEPTEMBER 19, 1996
EXISTING CONTOUR ossrv�`T
°-
__.--- PROPOSED CONTOUR i i I �� ?� REI�SED OC (OBER 17, 1996
�-- 44 - EXISTING CONTOUR
u PROPOSED UTILITIES HEALTH AGENT ,APPROVAL DATE RONALD J. CADILLAC, PLS, RS
TH 1 TEST HOLE LOCATION, TEST HOLE NUMBER PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
IN PROPOSED WATER SERVICE P.O. BOX 258
x 20.70 -21.6 EXIST. ELEVATION, PROP. ELEVATION ('x' MARKS POINT) REVISED 12/13/96 --INSPECTION SCHEDULE & NOTE WEST YARMOUTH, i'IJIA 02673
REVISED 1/16/97- -FOOTPRINT, PORCH NOTE, RETAINING �tVALLS, GRADES, & MFC NOTE 5. (508) 775-9700 SHEET 1 OF 3 (OVER)
24
PORCH NOTE: 32' LONG AND
26 ---e- .`1
ALL LOTS WITHIN 100 FEET OF PROPOSED, SEPTIC SYSTEM ARE ON TOWN WATER.
N/fC �OR ELECTRIC & PHONE UTILITIE t
x 4 VENT x 23-3 .21.:1
o � 20.9p 2C).81
28 N g '25'00" E ---� I
136.5RAMPART
--
- -------- its.. Ti 5.._ 1, _ . ROAD
6.
26
PROPOSED 4 BEDROOM I _ I
HOUSE 0 c7
Tal" =27.7'I �- 10
#uII faunclation g mi -
4.9
2
6' WIDE FRONT PORCH SHOWN
?.90
HAS BEEN ADDED AT CLIENTS x 19.6
REQUEST. DUE TO CLOSENESS a o
OF SEPTIC COMPONENTS TO $`
THIS PORCH THERE IS A RISK
OF DAMAGE TO THE PORCH IF
REPAIRS ARE NEEDED, OR WHEN 1 ?h
RESERVE AREA IS INSTALLED. x ROPOSED HAYBAL x 7.5
& SILT F�Wgl
8
x
19.10
CANTILEVER BAY WINDOW
NOTE: 40 MIL VINYL FLASHING MAY
BE NEEDED BETWEEN LEACHING
AND CATCH BASIN IF CLAY DOES
NOT FORM AN ADEQUATE BARRIER.
ADEOUATENESS OF BARRIER WILL
BE DETERMINED DURING INSPECTION
2 NOTED BELOW,
N/F BILEZIKIAN
EDGE OF VEGETATED WETLAND
MARKED BY DONALD SCHALL
OF FUGRO EAST, INC. ON
2/20/95.
� C)
17.10
C
jjo ti
.1
x.10 x 18.60 car
�
Z 17.40
d N
w W
(3",i, CC1
N �1
INSPECTION SCHEDULE:
BOARD OF HEALTH REQUIRES
R.J. CADILLAC T0:
1. STAKE LOCATION OF LEACH AREA.
2, INSPECT HOLE AFTER CLAY REMOVAL
AND PR10R TO PLACING SAND, AND
TO CHECK IF CLAY PROTECTS CATCH
BASIN.
3, DO FINAL. INSPECTION PRIOR TO
BACKFILL.
PLEASE GIVE 24 HOURS NOTICE FOR .
INSPECTIONS.
==--=- ----24-
GARAGE
slab=22.5
411
x 18.3
x
Li
l TH 2A
TONE DRIVE
25
x 21.1`
16.60
X 20.7
6 4 x 21.
x 16°tea -
X15.6 16.1
i .J0
-�PONDED WATER \
5.60EL. 15.6± ON 2/20/95
LOT 2
�f
3 0,610 1 S, F.
4- Te.
MILL
POND
� 9,y
F
II 2010 20-4 BENCH MARK - TOP PK NAIL
>1. k � l @ CENTERLINE=20.81'ASSIGNEDLNO
TE ro 3.
�3 I BENCH MARK - NE CORN. RIM
4 I CATCH BASIN=20.00'ASSIGNED
I INVERT 12 ALUM. PIPE =18.3 TiO SC LE
xI20 " 20.E ATION MAP
a I INSTALL 2 LEACH AREAS IN "L" SHAPED CONFIGURATION,
AS SHOWN. TWO CULTEC RECHARGER 330'S ARE USED
x p I IN EACH LEACH AREA. LEACH AREA 1 USES 4' OF THE LOCUS APPEARS TO BE
`1' I o 21.0 STONE ON SIDES AND 1.5' STONE ON ENDS, FOR A SUBJECT TO ZONING
z I I 12'4" BY 16'8" BY 2' DEEP LEACH AREA. LEACH AREA SIDE YARDS AS FOLLOWS:
I < I 2 USES 3' OF STONE ON THE SIDES AND 4' OF STONE ON
I x� I I THE ENDS FOR A 10'3" BY 21'8" BY 2' DEEP LEACH AREA. FRONT YARD 30'
.i 2 I A 5' ALL AROUND REMOVAL IS REQUIRED. PROVIDE SIDE YARD 6'
v � I SCREENED VENT AS SHOWN. REAR YARD 20'
J m x 21..
I N/F PESCATELLO ACTUAL ZONING DETERMINATION
NOTES MUST BE MADE BY TOWN
�, ZONING 0 FICAL.
22.7 1. LOCUS.IS ASSESSORS MAP 108, PARCEL R2.
j ` x 22.E 2. ELEVATIONS ARE ASSIGNED.
( 22.7 I 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
1
x� 22 8 I 4. STAKED HAYBALES AND SILT FENCE COMBINED TO BE IN PLACE
I PRIOR TO ANY CONSTRUCTION AND LEFT IN PLACE TILL LAND--
I SCAPING IS WELL ESTABLISHED.
1 1-22.7 ` � 22.8
x 22� MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY LEACHING TO PROPERTY LINE BY 2 ($ PROVIDED). 310CMR 15,211 (1).
2. LEACHING 21' OFF EDGE OF DRAINAGE BASIN, AS SHOWN. 310CMR 15.211 (1).
x
22.3 3. LEACHING 80' FROM BORDERING WETLAND. LOCAL REGULATION.
4 LEACHING LOCATED UNDER STONE DRIVE. VENTING PROVIDED. 310CMR 15.240 (7).
22 5. NO RESERVE AREA SHOWN, RESERVE SYSTEM TO BE INSTALLED IN SAME
N /F
2
WILKINS
LOCATION AS PRIMARY SYSTEM AT TIME OF EVENTUAL FAILURE. 310CMR 15.248.
SITE PLAN
FOR
CLIFFORD NINA H. COSGROVE
AT
LOT 2 HILLSEA ROAD, YARMOUTHPORT, MA
LEGEND MARCH 1, 1995 SCALE: I"=90"
LOT 7
PROPOSED CONTOUR ... �. VJSED SEPTEMBER 19, 1996
EXISTING CONTOUR
4g PROPOSED CONTOUR c,� REMISED OCTOBER 17, 1996
�--- 44--•---� EXISTING CONTOUR
RON D J. CADILLAC, PLS, RS
U PROPOSED UTILITIES HEALTH AGENT APPROVAL DATE P
TH 9 TEST HOLE LOCATION, TEST HOLE NUMBER PROFESSIONAL, SIR
VEYORREGISTERED SANITARIAN
W PROPOSED WATER SERVICE
P BOX
x In -7n x21.8 EXIST, ELEVATION, PROP. ELEVATION ('x' MARKS POINT) REVISED 12/13/96 ---INSPECTION SCHEDULE & NOTE . T OUTH, MA 02673
REVISED 1/16/97, ---FOOTPRINT, PORCH NOTE, RETAINING WALLS, GRADES, `y~ _C N6 -TE 5, 508) 775-`9700 SHEET 1 OF 3 (OVER)
V-)
- 28
o
x 27.8
8.5`
21
�
_-
rn
-
18.5' 1
�-
26 1515
m
x 25.7 21'
PATIO
EL. 27.0
24
PORCH NOTE: 32' LONG AND
26 ---e- .`1
ALL LOTS WITHIN 100 FEET OF PROPOSED, SEPTIC SYSTEM ARE ON TOWN WATER.
N/fC �OR ELECTRIC & PHONE UTILITIE t
x 4 VENT x 23-3 .21.:1
o � 20.9p 2C).81
28 N g '25'00" E ---� I
136.5RAMPART
--
- -------- its.. Ti 5.._ 1, _ . ROAD
6.
26
PROPOSED 4 BEDROOM I _ I
HOUSE 0 c7
Tal" =27.7'I �- 10
#uII faunclation g mi -
4.9
2
6' WIDE FRONT PORCH SHOWN
?.90
HAS BEEN ADDED AT CLIENTS x 19.6
REQUEST. DUE TO CLOSENESS a o
OF SEPTIC COMPONENTS TO $`
THIS PORCH THERE IS A RISK
OF DAMAGE TO THE PORCH IF
REPAIRS ARE NEEDED, OR WHEN 1 ?h
RESERVE AREA IS INSTALLED. x ROPOSED HAYBAL x 7.5
& SILT F�Wgl
8
x
19.10
CANTILEVER BAY WINDOW
NOTE: 40 MIL VINYL FLASHING MAY
BE NEEDED BETWEEN LEACHING
AND CATCH BASIN IF CLAY DOES
NOT FORM AN ADEQUATE BARRIER.
ADEOUATENESS OF BARRIER WILL
BE DETERMINED DURING INSPECTION
2 NOTED BELOW,
N/F BILEZIKIAN
EDGE OF VEGETATED WETLAND
MARKED BY DONALD SCHALL
OF FUGRO EAST, INC. ON
2/20/95.
� C)
17.10
C
jjo ti
.1
x.10 x 18.60 car
�
Z 17.40
d N
w W
(3",i, CC1
N �1
INSPECTION SCHEDULE:
BOARD OF HEALTH REQUIRES
R.J. CADILLAC T0:
1. STAKE LOCATION OF LEACH AREA.
2, INSPECT HOLE AFTER CLAY REMOVAL
AND PR10R TO PLACING SAND, AND
TO CHECK IF CLAY PROTECTS CATCH
BASIN.
3, DO FINAL. INSPECTION PRIOR TO
BACKFILL.
PLEASE GIVE 24 HOURS NOTICE FOR .
INSPECTIONS.
==--=- ----24-
GARAGE
slab=22.5
411
x 18.3
x
Li
l TH 2A
TONE DRIVE
25
x 21.1`
16.60
X 20.7
6 4 x 21.
x 16°tea -
X15.6 16.1
i .J0
-�PONDED WATER \
5.60EL. 15.6± ON 2/20/95
LOT 2
�f
3 0,610 1 S, F.
4- Te.
MILL
POND
� 9,y
F
II 2010 20-4 BENCH MARK - TOP PK NAIL
>1. k � l @ CENTERLINE=20.81'ASSIGNEDLNO
TE ro 3.
�3 I BENCH MARK - NE CORN. RIM
4 I CATCH BASIN=20.00'ASSIGNED
I INVERT 12 ALUM. PIPE =18.3 TiO SC LE
xI20 " 20.E ATION MAP
a I INSTALL 2 LEACH AREAS IN "L" SHAPED CONFIGURATION,
AS SHOWN. TWO CULTEC RECHARGER 330'S ARE USED
x p I IN EACH LEACH AREA. LEACH AREA 1 USES 4' OF THE LOCUS APPEARS TO BE
`1' I o 21.0 STONE ON SIDES AND 1.5' STONE ON ENDS, FOR A SUBJECT TO ZONING
z I I 12'4" BY 16'8" BY 2' DEEP LEACH AREA. LEACH AREA SIDE YARDS AS FOLLOWS:
I < I 2 USES 3' OF STONE ON THE SIDES AND 4' OF STONE ON
I x� I I THE ENDS FOR A 10'3" BY 21'8" BY 2' DEEP LEACH AREA. FRONT YARD 30'
.i 2 I A 5' ALL AROUND REMOVAL IS REQUIRED. PROVIDE SIDE YARD 6'
v � I SCREENED VENT AS SHOWN. REAR YARD 20'
J m x 21..
I N/F PESCATELLO ACTUAL ZONING DETERMINATION
NOTES MUST BE MADE BY TOWN
�, ZONING 0 FICAL.
22.7 1. LOCUS.IS ASSESSORS MAP 108, PARCEL R2.
j ` x 22.E 2. ELEVATIONS ARE ASSIGNED.
( 22.7 I 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
1
x� 22 8 I 4. STAKED HAYBALES AND SILT FENCE COMBINED TO BE IN PLACE
I PRIOR TO ANY CONSTRUCTION AND LEFT IN PLACE TILL LAND--
I SCAPING IS WELL ESTABLISHED.
1 1-22.7 ` � 22.8
x 22� MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY LEACHING TO PROPERTY LINE BY 2 ($ PROVIDED). 310CMR 15,211 (1).
2. LEACHING 21' OFF EDGE OF DRAINAGE BASIN, AS SHOWN. 310CMR 15.211 (1).
x
22.3 3. LEACHING 80' FROM BORDERING WETLAND. LOCAL REGULATION.
4 LEACHING LOCATED UNDER STONE DRIVE. VENTING PROVIDED. 310CMR 15.240 (7).
22 5. NO RESERVE AREA SHOWN, RESERVE SYSTEM TO BE INSTALLED IN SAME
N /F
2
WILKINS
LOCATION AS PRIMARY SYSTEM AT TIME OF EVENTUAL FAILURE. 310CMR 15.248.
SITE PLAN
FOR
CLIFFORD NINA H. COSGROVE
AT
LOT 2 HILLSEA ROAD, YARMOUTHPORT, MA
LEGEND MARCH 1, 1995 SCALE: I"=90"
LOT 7
PROPOSED CONTOUR ... �. VJSED SEPTEMBER 19, 1996
EXISTING CONTOUR
4g PROPOSED CONTOUR c,� REMISED OCTOBER 17, 1996
�--- 44--•---� EXISTING CONTOUR
RON D J. CADILLAC, PLS, RS
U PROPOSED UTILITIES HEALTH AGENT APPROVAL DATE P
TH 9 TEST HOLE LOCATION, TEST HOLE NUMBER PROFESSIONAL, SIR
VEYORREGISTERED SANITARIAN
W PROPOSED WATER SERVICE
P BOX
x In -7n x21.8 EXIST, ELEVATION, PROP. ELEVATION ('x' MARKS POINT) REVISED 12/13/96 ---INSPECTION SCHEDULE & NOTE . T OUTH, MA 02673
REVISED 1/16/97, ---FOOTPRINT, PORCH NOTE, RETAINING WALLS, GRADES, `y~ _C N6 -TE 5, 508) 775-`9700 SHEET 1 OF 3 (OVER)
LLI
0
D
0
top
foundation
= 2 7. 7
' min.
foundation
design by
others
SYSTEM
PROFILE
NOT TO
SCALE
TH 4 }
SAND, TERI s.2
FILL MATERIAL TO BE GLEAN GRANDULAR
DIMENSIONS HOLD
21' MIN,
mom
SAND MEETING SPECIFICATIONS OF 310CMR
TEST DATE:
INSTALL PERFORATED SCH 35 OR 40 4" PIPE LEVEL FOR ENTIRE LENGTH
1QQel
1500 GALLA H--20
SEPTIC TANK
PERFORMED BY:
OF RECHARGERS, PER MANUFACTURERS SPECIFICATIONS
DISTRIBUTUION OF EFFLUENT, PIPE IS SUSPENDED EVERY
FOR AN EVEN
6.25'. VENT ENDS.
ALL CONSTRUCTION TO MEET STATE
WITNESSED BY:
SEE SITE PLAN FOR GRADES
D -""BOX" -H-20
USE 2" MIN. OF DOUBLE WASHED 1/8"
USE CLEAN DOUBLE WASHED
PERC RATE:
4" sch 4Q
pvc
TO 1/2" PEASTSNE ON TOP.
3/4" TO 1 112" STONE. SCREENED VENT
BOARD OF HEALTH REGULATIONS.
5.7 WATER TABLE:
PROPOSED GRADE = 22.6
MIN.
apply 6 mil poly and asphalt mastic PROVIDE 9" MIN. COVER 4 sch 40 pvc TOP OF PEASTONE = 21.6
along house found. within 20' of leaching. 12" MIN. COVER
___L 3.. S=1-/8" ft 12 S=1 /8'/ ft. ... �� sa'
4" sch 40 pvc S=1 /4Xft. 10" 14"111
4' C)
INVERT 22.01 INVERT 21.81
native soil
10'
TEST HOLE 1A TEST HOLE 2A
DEPTH ELEV. DEPTH ELEV.
0 -
30"
42"
72"
11'
15'
A layer- -silty
clay loam
7.5yr 3/1
B layer -silt
loam
7.5yr 5/4
C1 layer --silty
clay loam
5bg 7/1
w�..7 perced
water
�7 perced
water
C2 layer--med.
to fine sand
LU.L U
17.7 13"
16.7 24"
14.2
9.2 14'
5.2 20'
A layer -silty
clay loam
1Oyr 2/1
B layer -silty
clay loam
1Oyr 6/6
perced
water
C1 layer -silt
clay loam
5GY 7/1
C2 layer -silt
clay loam
5B 5/1
Iy./
10' 6"
native soil INVERT 21.35
INVERT 21,52
thl\/PPT )I r%F INVERT 21.20
--w--6" Stone [310CMR 15.221(2)]
4'
2'
LEVEL
12' to 15'
EFFECTIVE DEPTH = 24"---"q__1 1 ,\19.2 bottom
5. Q'
USE H-20 RECHARGERS >�
PERCHED WATERTABLE = 14.2'
SEE BELOW
4 -RECHARGER 330'S ---IN TWO LEACH AREAS
[LEACH 1 --USE 1.5' STONE ON ENDS, 4' ON SIDES]
[LEACH 2 ---USE 4' STONE ON ENDS, 3' ON SIDES]
CONSTRUCTION NOTES
5' ALL AROUND AND REMOVAL DOWN TO
17.7 SOIL LOG
1
TH
3 &
TH 4 }
SAND, TERI s.2
FILL MATERIAL TO BE GLEAN GRANDULAR
SAND MEETING SPECIFICATIONS OF 310CMR
TEST DATE:
DEC. 22,
1QQel
15.255(3).
PERFORMED BY:
JAMES JODICE
ALL CONSTRUCTION TO MEET STATE
WITNESSED BY:
B. MURPHY & A.
VON HONE
SANITARY CODE AND TOWN OF DENNIS
PERC RATE:
< 2 MIN_/IN
BOARD OF HEALTH REGULATIONS.
5.7 WATER TABLE:
EL 11.00
PERCED
IF UNSUITABLE SOILS, OR SOILS DIF-
FERING FROM THE SOIL LOG ARE FOUND,
SOIL LOG
2(TH
1 A 8c TH 2A
CONTACT THE BOARD OF HEALTH AND
R. J. CADILLAC.
-0.3
TEST HOLE 3 TEST HOLE 4
DEPTH ELEV. DEPTH ELEV.
0 26.6 0 22.0
TOPSOIL TOPSOIL
SUBSOIL I SUBSOIL
11XII
e"
TIGHT
SILTY SAND
CLEAN TAN
MEDIUM SAND
24.6 2.0
18.6 8. C
11.0 1
17.0 LNO WATER 9.61 15.0
ENCOUNTERED
(SOIL MOIST)
20.0
TIGHT
SILTY SAND
14.0
CLEAN TAN
MEDIUM SAND
perperced 11.0
water
- 7.0
TEST DATE: MAR. 15, 1995
PERFORMED BY: RON CADILLAC, SOIL EVALUATOR
WITNESSED BY- BRUCE MURPHY, CHO, RS
PERC RATE < 2 MIN /IN
-EXISTING 15' WIDE
BARRIER OF IMPER-
VIOUS SILTY CLAY
LOAM --SEE TEST
HOLES 1A & 2A
SILTY CLAY
LOAM
_EL . 9.2
SAND
CATCH BASIN
0-90_J INV. 18.3
/// 6 /C� -?
WATER TABLE: EL 14.2 PERCED TH 1A DETAIL SHEET
�1. FOR
DESIGN DATA
J. CLIFFORD NINA H. COSGROVE
NUMBER OF BEDROOMS: 4 AT
GARBAGE GRINDER: NO
REQUIRED CAPACITY: 440 GPD (110/BEDRM) LOT 2, HILLSEA ROAD, YARMOUTHPORT, MA
SEPTIC TANK SIZE. 1500 GALLON
BOTTOM LEACHING AREA: 428.9 SF MARCH 1, 1995 SCALE: AS SHOWN
[(12.3° X 16.7') + (10.3' X 21.7') REVISED SEPTEMBER 19, 1996
SIDE LEACHING AREA: 194.8 SF
(12.3 + 16.7 + 10.3 + 21.7 + 10.3' + 9.4 + 16.7) 2' DEEP REVISED OCTOBER 17, 1996
DESIGN CAPACITY: 461 GPD
[(428.9 SF + 194.8 SF) X .74 GPD/SF] RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258, WEST YARMOUTH, MA 02673
(508) 775-9700
REVISED 1/16/97 --TOP OF FOUNDATION
SHEET 2 OF 3