HomeMy WebLinkAboutApp# 15-A10514L
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DCT 26 2015r
°LD YAR&JO rH SEP 2 g 2015
6 H�GhWAY YFlR/61^
OLD KhNG'S HIGyWAY
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REMMED
DONALD 1. MMYER
gfigProfessional Brrildi1gDesi*ler
P.O. Box 532
l�GR
So. DRSWIN NUMBER
Yarmouth, MA 026(A- -
(508)344-5295 �
SEPI'"IC PROFILE
TOP FNDN. AT EL. 80.0'
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE '.(NOT TO SCALE)INS
PECTION PORT WITHIN 3" GRADE
GRADEACf-,ESS COVER (WATERTIGHT) TO / MARK WITH MAGNETIC TAPE OR EQUIVALENT.
jjj ' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
78.0 - 79.0
RUN PIPE LEVEL
PEASTONE
FOR FIRST 2' i 2" DOUBLE WAS E
LPROPOSEDLN150076.6'LON SEPTIC 76.35' H 1O
( ) BAFFLE 75.67'5.,5'
1 \ <) 11 ( 2 % SLOPE) �_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
DEPTH OF FLOW `I" _ (-L-% SLOPE) (-!- % SLOPE)
TEE SIZES:
INLET DEPTH
OUTLET DEPTH = 1114"
/ / / i FOUNDATION- 20' - SEPTIC TANK
It
84 N
h
it/ \ I I f r 5' REMOVAL OF U SUITABLE SOIL REQUIRED
\ I AROUND PERIMETER OF LEACHING FACILITY,
J 9 \ \ f J DOWN TO SUITABLE SOIL LAYER (TO C2
1 i6'. _ 1 i euro) oro. enr "ens n,reu urn IJNLIn -
OR FILTER
3/4" TO 1 1/2" DOUBLE WASHED STONE
44' - D' BOX 12'
LEACHING
FACILITY
3' MAX.
- -,
u
6.17'
NOTES
1. DATUM IS APPROXIMATE N.G.V.D.
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UM
BOTTOM TH 1 EL. 67.0' TO COMMENCEMENT OFEWORKUND &OVERHEAD UTILITIES PRIOR LOCUS MAP
NOT TO SCALE
11. CONTRACTOR RESPONSIBLE FOR ALL EROSION CONTROL, ASSESSORS MAP 94 PARCEL 3.1
EROSION CONTROL NETTING REQUIRED ON ALL SLOPES >107..
SEPTIC DESIGN:
PREPARED
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW. 4 BEDROOMS 0 110 GPD
DENNIS R•R.
USE A 440 GPD DESIGN FLOW
DATE:
r
POND
SIDE - 20 FT.
USE A 1500 GAL. SEPTIC TANK
f
LEACHING:
ibp
row
GPD
BOTTOM 33.5 x 12.83 (.74) = 318
S�
TOTAL: 614 S.F. 455
GPD
U)
(ACME OR EQUAL)
WITH 4' STONE AT ENDS AND 4' AT SIDES
LOCUS
OLDkARMOUTH
OCT0 201 5
MID CAPE EXIT
ENGINEER: MICHAEL FARIA,
SE
7 HIGHWAY _
R7.6
>
0 10 20 30
40 50 E
BOTTOM TH 1 EL. 67.0' TO COMMENCEMENT OFEWORKUND &OVERHEAD UTILITIES PRIOR LOCUS MAP
NOT TO SCALE
11. CONTRACTOR RESPONSIBLE FOR ALL EROSION CONTROL, ASSESSORS MAP 94 PARCEL 3.1
EROSION CONTROL NETTING REQUIRED ON ALL SLOPES >107..
SEPTIC DESIGN:
PREPARED
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW. 4 BEDROOMS 0 110 GPD
= 440 GPD
USE A 440 GPD DESIGN FLOW
DATE:
SEPTIC TANK: 440 GPD (2) = 880
SIDE - 20 FT.
USE A 1500 GAL. SEPTIC TANK
REV:
LEACHING:
ibp
SIDES: 2 (33.5 + 12.83) 2 (.74) = 137
GPD
BOTTOM 33.5 x 12.83 (.74) = 318
GPD
TOTAL: 614 S.F. 455
GPD
USE (3) 500 GAL. LEACHING CHAMBERS
(ACME OR EQUAL)
WITH 4' STONE AT ENDS AND 4' AT SIDES
NN
a.1 iae 4.00' 4.00'
0) I` \ 22.2' Q� 00' 10.00'
I Cti' q�
PROP. DWELL.,
/ I \ TF = 80.0' / /
�oo,,o. ^�� I/
// I' i ^ Il II // // ELEC. HANDBOX
/ I / 7 .2' / ! ! / / / // 0 ! / / I I I I i f f / I TEL. & CATV RISERS
/2.00'
41 r/ 1 1I I 1I / FPAVED 1 r
LOT 2A
I / I GARAGE / ! oQb� /1 i�� //// // DRIVE
// I N00 l
m / l
BENCH MARK - HY� DRANT
/ ON TAG# 12068 EL.
PF�OP. RET. I 6�
cc /28.06' 55 1
es - j I 23.1' 1 t / / !! !/ /I !! /// / yF/ // / / /// r ALLS
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! /
i 1 (DATE E EASEME
// // /� I372.50'/ /
y
64
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6 / 1 NEW AY
to� l
PROP. RET. WALL ¢ EXIST' WALL
X m r a I ELEC. TRANSFORMER
z w AND METER
CL
Z o W
N LEGEND _
Q N I O " TEL. & CATV RISERS
!� N
I
100 0 '
DCE #99-403 LOMA
PRDPOSED SPOT ELEVATION
100x0 EXSTING SPOT ELEVATION
100 PROPOSED CONTOUR
- -100 - - EXSTING CONTOUR
UNSUIT. LS
2.5Y 6/4
168"
LOCUS IS WITHIN FEMA FLOOD ZONE C
MINIMUM YARD SETBACKS*
PREPARED
FOR
FRONT - 30 FT.
SIDDHARTH
DATE:
MARCH 14, 2005
SIDE - 20 FT.
2010 (REMOVAL)
REV:
APRIL 28, 2005
ibp
REAR - 20 FT.
MAY 15, 2005
0
1 ` � ,•1
�k VERIFY
WITH BUILDING DEPARTMENT
OCTQCT
2015
s
TEST HOLE
LOGS
OLDkARMOUTH
OCT0 201 5
n?p�ttpl@nt
ENGINEER: MICHAEL FARIA,
SE
fED
0 10 20 30
40 50 E
WITNESS: AMY VON HONE,
RS
a>�Iva v
DATE: 1/10/00
PERC. RATE __ < 2 MIN/INCH
CLASS I SOILS
ELEV.
'4
ELEV.
4
ELEV.
84.0' 0,.
84.0' 0"
82.0'
UNSUIT. SL
UNSUIT,
SL
1OYR 3/1
1OYR 3/1
8„
4"
B
B
UNSUiT is
I UNSUIT.
La
Sl 0 36' I 1CYp s 6
80.5'
C1
C1
UNSUIT. LS
UNSUIT.
LS
2.5Y 6/4
2.5Y 6/4
132"
84„
�1
Ir C2 C2 C2
�II MS MS PERC MS
2.5Y 7/4 2.5Y 7/4 2.SY 7/4
1
I� 204" 67.0' 180" 69.0' 156"
1 -
rl NO GROUNDWATER ENCOUNTERED
r
I
TITLE II SITE PLAN
OF
69.0'
LOT 3A OLD HYANNIS ROAD
YARMOUTH (PORT) MA
off 508-362-4541
OCT 2 j 2015 =i: fax 508-362-9880
c TOVYN CLERK
F of MAs' y Al ri��SH „�>Ugssq, 'THYARMOUT
oA l LA. � o?� DANIE] Wn cape engineering, inc.
0,1 1 o� q, `^m
C!VIL'
OJALA
No. 40980 CIVIL ENGINEERS
C" T°� F °�" LAND SURVEYORS
FSS o,a� N�\ e De
W(-7 1)� 939 main St. yarmouthport, ma 02675
DATE DANIEL A. OJALA, P.E., L.S.
99-403 LOT 3A BASE.DWG
PREPARED
FOR
SIDDHARTH
DATE:
MARCH 14, 2005
UNE 17,
2010 (REMOVAL)
REV:
APRIL 28, 2005
ibp
REV:
MAY 15, 2005
0
1 ` � ,•1
REV:
J-wwE14, 20106
OCTQCT
2015
s
Scale: 1"=20'
OLDkARMOUTH
OCT0 201 5
n?p�ttpl@nt
A
q�1f1;�
fED
0 10 20 30
40 50 E
;�'`UU);,7
a 1`/4
a>�Iva v
Cate
off 508-362-4541
OCT 2 j 2015 =i: fax 508-362-9880
c TOVYN CLERK
F of MAs' y Al ri��SH „�>Ugssq, 'THYARMOUT
oA l LA. � o?� DANIE] Wn cape engineering, inc.
0,1 1 o� q, `^m
C!VIL'
OJALA
No. 40980 CIVIL ENGINEERS
C" T°� F °�" LAND SURVEYORS
FSS o,a� N�\ e De
W(-7 1)� 939 main St. yarmouthport, ma 02675
DATE DANIEL A. OJALA, P.E., L.S.
99-403 LOT 3A BASE.DWG