83-1682Uil
15
First Floor
. . .EL = .19.5
Finish grade above and adjacent to system shall slope away at o min. of 2X
4" diam. cast iron or Schedule 40 PICC pipe (tight jvvints).
20' min. distance (building to edge of leaching system)
2–Removable covers within
6" of finished rade _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
................... g
Access Holes in Tank to
be 20" in Diameter
Liquid Level_ _
Proposed D—box with
access manhole within
6" of finished grade
F.KISTCdC -,ND `- 1RrMCE.
7#ffirbl�i7f,Rl�`4�Yp171�`�4,v7a'f�i�ynY/Xl�h�71nTf�r�>
2I......... ...... .. . .....
level
PVC s=0.013
fPfr-2-20" Diametx Acom Holes I.
i
INLET
STEEL REINFORCED PRECAST CONCRETE
PLAN VIEW
"WAKE 001� -�
OWN
s•
ALL ACCESS MANHOLE COVERS FOR
SEPTIC TANK, DISTRIBUTION BOX,
OUTLET AND LEACHING STRUCTURE SET MORE
THAN 6" BELOW FINISHED GRADE,
SHALL BE RAISED TO WITHIN 6" OF
FINISHED GRADE.
FANS A COVER
ave ^r's'
it F3 i,*LET 7
:-- aunn SIL"flf
s'-0' nh
RF -AYE U*" 41-1`�
ws BAFFLE ..
CROSS-SECTION END -SECTION
TYPICAL 1500 GALLON SEPTIC TANK
SCALE: 1/4" = 1'
(H-20 LOADING)
SECTION A -A
SCALE: 1/4" = 1'
J r M
LM M CUM M
p im M rJ ca
2L ,M M
q \�
0 Gp,y V.O
°»�� . ......... ........ .
i V owV�
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE
SET LEVEL FOR AT LEAST 2 FT.
5"
5-5"OU1
KNOCKOUTS
OUTLET
INSTALL POLYLOK FLOW EQUALIZERS
ON ALL OUTLET PIPES
—16.5" + CONCRETE COVER
PLAN SECTION CROSS-SECTION
5 HOLE DISTRIBUTION BOX
SCALE: 1" = 1'
(H-20 LOADING)
19.5"
GENERAL NOTES
1) No change to this system shall be made unless
approved in writing by holmes and mcgrath, inc.
2) Subject to inspection during construction by the
Board of Health and holmes and mcgrath, inc.
3) Heavy construction equipment shall not travel
over disposal system during or after construction.
4) Disposal system to be constructed in accordance
with Title 5 of the State Environmental Code.
5) A copy of these plans must be kept on the site
during the time of construction.
6) A copy of these plans must be furnished to the
contractor constructing the disposal system.
7) Before backfilling, the contractor shall notify
holmes and mcgrath, inc., and the Board of Health
Agent to inspect the system as constructed.
8) If the contractor encounters any variation between
the existing conditions shown on the plan and the
conditions encountered on the site, or any soil
condition different than shown on the soil log, or
any adverse soil, the contractor shall immediately
contact holmes and mcgrath, inc. Holmes and
mcgrath, Inc. will examine the soil condition
and report to the owner any suggested revisions.
K\KAPA,LIS\204146PP_R2.DWC
NOTICE
Unless and until such time as the original (red) stamp of the
responsible Professional Engineer, or Professional Land Surveyor
appears on this plan:
(A) no person or persons, including any municipal or other
public officials, may rely upon the information contained herein; and
(B) this plan remains the property of Holmes do McGrath, Inc
.�
1500 gallon Septic Tank
H-20
6" layer of
Foundation
H-20
crushed
11
. . . . . . . . . . .10
. . .
y others
. . . . . . .
^
compacted
stone
'o
'e
6' LAYER OF CPU -WED COMPACTED STONE
fPfr-2-20" Diametx Acom Holes I.
i
INLET
STEEL REINFORCED PRECAST CONCRETE
PLAN VIEW
"WAKE 001� -�
OWN
s•
ALL ACCESS MANHOLE COVERS FOR
SEPTIC TANK, DISTRIBUTION BOX,
OUTLET AND LEACHING STRUCTURE SET MORE
THAN 6" BELOW FINISHED GRADE,
SHALL BE RAISED TO WITHIN 6" OF
FINISHED GRADE.
FANS A COVER
ave ^r's'
it F3 i,*LET 7
:-- aunn SIL"flf
s'-0' nh
RF -AYE U*" 41-1`�
ws BAFFLE ..
CROSS-SECTION END -SECTION
TYPICAL 1500 GALLON SEPTIC TANK
SCALE: 1/4" = 1'
(H-20 LOADING)
SECTION A -A
SCALE: 1/4" = 1'
J r M
LM M CUM M
p im M rJ ca
2L ,M M
q \�
0 Gp,y V.O
°»�� . ......... ........ .
i V owV�
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE
SET LEVEL FOR AT LEAST 2 FT.
5"
5-5"OU1
KNOCKOUTS
OUTLET
INSTALL POLYLOK FLOW EQUALIZERS
ON ALL OUTLET PIPES
—16.5" + CONCRETE COVER
PLAN SECTION CROSS-SECTION
5 HOLE DISTRIBUTION BOX
SCALE: 1" = 1'
(H-20 LOADING)
19.5"
GENERAL NOTES
1) No change to this system shall be made unless
approved in writing by holmes and mcgrath, inc.
2) Subject to inspection during construction by the
Board of Health and holmes and mcgrath, inc.
3) Heavy construction equipment shall not travel
over disposal system during or after construction.
4) Disposal system to be constructed in accordance
with Title 5 of the State Environmental Code.
5) A copy of these plans must be kept on the site
during the time of construction.
6) A copy of these plans must be furnished to the
contractor constructing the disposal system.
7) Before backfilling, the contractor shall notify
holmes and mcgrath, inc., and the Board of Health
Agent to inspect the system as constructed.
8) If the contractor encounters any variation between
the existing conditions shown on the plan and the
conditions encountered on the site, or any soil
condition different than shown on the soil log, or
any adverse soil, the contractor shall immediately
contact holmes and mcgrath, inc. Holmes and
mcgrath, Inc. will examine the soil condition
and report to the owner any suggested revisions.
K\KAPA,LIS\204146PP_R2.DWC
NOTICE
Unless and until such time as the original (red) stamp of the
responsible Professional Engineer, or Professional Land Surveyor
appears on this plan:
(A) no person or persons, including any municipal or other
public officials, may rely upon the information contained herein; and
(B) this plan remains the property of Holmes do McGrath, Inc
NOTES
N/F CAPE COD HOSPITAL
SURVEY ROD 8, CAP
SET
�^
N/F ROGER ALESSANDRO ti;y")
LOT 25 �">^ R ',
I -
9A
RUNG OF FEN E RAIL Q,cyT\ 9s
FOUND 0. \
'76",
6 � 16A
4 OAK
� 6
^ r`v -P
"-)AK \
Fo \
Sy O \
\ LOT 20
\/F DAVID J. AGOSTINELLI
1. HOUSE NUMBER: 22
2. ASSESSOR'S NUMBER: 20-80
3. ZONING DISTRICT: R-25 \
4. FLOOD HAZARD ZONES: C
5. BENCHMARK: AS SHOWN
6. TOPOGRAPHIC INFORMATION BASED ON AN
ON THE GROUND INSTRUMENT SURVEY
7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL
GEODETIC VERTICAL DATUM.
8. REFERENCE: 1959 TOWN LAYOUT
x LEGEN D
—x FENCE
O SHRUB
X 25.9 SPOT GRADE
OW— OVERHEAD WIRES
BENCHMARK 7g
TAG BOLT HYDRANT #28
ELEV. = 13.33
N/F MARTIN J. & A. RITA EARLS
LOT 22
LOT 21
�O,I tK
16.7
)BL 14"
ea
'HERR
�•
�/
10"0 K
+be
10"CHERRY
y
ouiDoaF
SHOWER
I "OAK
17.6
(e16
175
f. .'' Ij
las
^ r`v -P
"-)AK \
Fo \
Sy O \
\ LOT 20
\/F DAVID J. AGOSTINELLI
1. HOUSE NUMBER: 22
2. ASSESSOR'S NUMBER: 20-80
3. ZONING DISTRICT: R-25 \
4. FLOOD HAZARD ZONES: C
5. BENCHMARK: AS SHOWN
6. TOPOGRAPHIC INFORMATION BASED ON AN
ON THE GROUND INSTRUMENT SURVEY
7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL
GEODETIC VERTICAL DATUM.
8. REFERENCE: 1959 TOWN LAYOUT
x LEGEN D
—x FENCE
O SHRUB
X 25.9 SPOT GRADE
OW— OVERHEAD WIRES
BENCHMARK 7g
TAG BOLT HYDRANT #28
ELEV. = 13.33
N/F MARTIN J. & A. RITA EARLS
LOT 22
LOT 21
7,337 t S.F.6••OA.K
J
12"OAK
10"CHERRY
17.6
(e16
`may 1/DBL L..
f. .'' Ij
las
s^c\UAFLE
--0
13.55 13.55
�Q
v�O
V�
,BENCHMARK
PK NAIL .5' OFF PAVEMENT EDGE, 9.5' OFF
POLE f4O/4. ELEV.=12.91
AO
<F
10
/g
GRAPHIC SCALE
( IN FEEL' )
1 inch — 20 ft.
204146PP.DVI,
I CERTIFY THAT THE STRUCTURES ARE
LOCATED IN FLOOD PLAIN ZONE C
AS SHOWN ON FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NO. 250015 000 5D
AND THAT FLOOD PLAIN ZONE C IS NOT A
SPECIAL FLOOD HAZARD AREA.
DATE REGISTERED Pk6FESSIONAL
LAND SURVEYOR
I CERTIFY THAT THE STRUCTURES ARE
LOCATED ON THE LOT AS SHOWN.
ATE REGISTERED P OFESSIONAL
LAND SURVEYOR
NOTICE
Unless and until such time as the original (red) stamp of the
responsible Professional Engineer, or Professional Land Surveyor
appears on this plan:
(A) no person or persons, including any municipal or other
public officials, may rely upon the information contained herein; and
(B) this plan remains the property of Holmes & McGrath, Inc.
YARMOUTH/22 GLENWOOD ST.
LEGAL NOTICE
YARMOUTH CONSERVATION
COMMISSION
NOTICE
Notice is hereby given of the intent:
Emmanuel D. Kapalis
23 Rutgers Road
Wellesley, MA 02481
To demolish an eaistin❑❑ dwelling and
replace with a new singlelamily dwelling,
and all work appurtenant thereto at Z2
Glenwood Street West Yarmouth, MA in
accordance with plans filed with the
Yarmouth Conservation Commission.
Hearing on the above will be held in the
Yarmouth Town Hall, Route 28, South
Yarmouth, MA on Thursday,
September 2, 2004 @ 8:00 p.m.
DAVID D. FLAHERTY JR. CHAIRMAN
CONSERVATION tOffMISSION
TOWN OF YARMOUTH
ADk598425
The Register 8126/04
l
F
a.,
`:kms /�, 5.8
58
N/F CAPE COD HOSPITAL
o/
/ SURVEY ROD & CAP
/ SET
N/F ROGER ALESSANDRO
/ LOT 25
/ do
/ OM
/ SACK ON BFEN E RA11-
RUNG OF
F001S0
NOTES
�r� � vn n✓ �. nvv., I IIrLL1.J
1. HOUSE NUMBER: 22
2. ASSESSOR'S NUMBER: 20-80
3. ZONING DISTRICT. R-25
4. FLOOD HAZARD ZONES: C
5. BENCHMARK: AS SHOWN
6. TOPOGRAPHIC INFORMATION BASED ON AN
ON THE GROUND INSTRUMENT SURVEY
7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL
GEODETIC VERTICAL DATUM.
8. REFERENCE: 1959 TOWN LAYOUT
8. FRONT YARD SET BACK PER 2003 YARMOUTH ZONING BY LAW 20 10 0
SECTION 203.52.1 — 30% OF 96.75 (LOT DEPTH) = 29.04
9. MAXIMUM GRADE AROUND HOUSE NO GREATER THAN
30" TO FINISH GRADE
( IN FEET )
1 inch = 20 ft
2♦
,BENCHMARK
PK NAIL .5' OFF PAVEMENT EDGE, 9.5' OFF
POLE #40/4. ELEV =12.91
f
D
{
CRANBERRY
BOGS
LOCUS MAP
NOT TO SCALE
LEGEND
UTILITY POLE `oa
SURVEY ROD CAP 0
FENCE -X—X-
WETLAND FLAG 0 W-1
EXISTING WETLAND
EXISTING TREE
EXISTING SPOT GRADE 16.0
EXISTING GRADE —16—
EDGE OF CLEARING '-A
NOTICE
Unless and until such time as the original (red) stamp of the
responsible Professional Engineer, or Professional Land Surveyor
appears on this plan:
(A) no person or persons, including any municipal or other
public officials, may rely upon the information contained herein; and
(B) this plan remains the property of Holmes & McGrath, Inc.
8/12/04 I REVISE FOUNDATION, ADD LIMIT OF WORK & WATER SERVICE TMS
17/26/041 REVISE SETBACKS, ADD PROPOSED SPOT SHOTS AND NOTES I LMC I MBM
DATE DESCRIPTION 113lrawnheckedj
R E V I S I O N S
SMA 1!
OF PROPOSED SEWAGE DISPOSAL SYSTEM
PREPARED FOR
EMMANUEL D. & GLORIA KAPALIS
IN
YARMOUTH MA
SCALE: 1" =20' DATE: JUNE 6, 2004` ^�
holmes and mcgrath, inc. ll
T[%'3T1"(
civil engineers and land surveyors SAN' 'XI
362 gifford street 508 548-3564(PHONE) �" °(J
falmouth, ma. 02540 508 548-9672 (FAx)
DRAWN: LMC CHECKED:
.R c s JOB NO: 204146 DWG. NO: 78-2-13A SHEET 1 of 3
NOTICE
Unless and until such time as the original (red) stamp of the
responsible Professional Engineer, or Professional Land Surveyor
appears on this plan:
(A) no person or persons, including any municipal or other
public officials, may rely upon the information contained herein; and
(B) this plan remains the property of Holmes & McGrath, Inc.
8/12/04 I REVISE FOUNDATION, ADD LIMIT OF WORK & WATER SERVICE TMS
17/26/041 REVISE SETBACKS, ADD PROPOSED SPOT SHOTS AND NOTES I LMC I MBM
DATE DESCRIPTION 113lrawnheckedj
R E V I S I O N S
SMA 1!
OF PROPOSED SEWAGE DISPOSAL SYSTEM
PREPARED FOR
EMMANUEL D. & GLORIA KAPALIS
IN
YARMOUTH MA
SCALE: 1" =20' DATE: JUNE 6, 2004` ^�
holmes and mcgrath, inc. ll
T[%'3T1"(
civil engineers and land surveyors SAN' 'XI
362 gifford street 508 548-3564(PHONE) �" °(J
falmouth, ma. 02540 508 548-9672 (FAx)
DRAWN: LMC CHECKED:
.R c s JOB NO: 204146 DWG. NO: 78-2-13A SHEET 1 of 3