HomeMy WebLinkAboutEngineered Plan - Rev. 2014ZONE.
R-25
z Area (min.) 25,000
Frontage (min) 156
Width (min) no
Setbacks: t
Fron t 30'
Side 15'
Rear 20'
Coverage: 254 I
E 1
Height: 25'
I � 1
i
q
c
EVWg2
I {
w ASSESSORSREF:
Sheet 29, Parcel 1
_R • _
R�CHAREUX N/F
3312 0
` .Glenwood Properties LLC
.]
8
Existing 1 Proposed
WIF Shed Deck\
{ t
i I 15' $fid el $1
Lawn
74.2' 1 �I
2Git9' i
4- t
29.3,
t'Z
ll 0
lProp �ed
Wolk imi�
30.4'
FLOOD ZONES:
Zone C
Community Panel No.
#250015 0005 D
July 2, 1992
I it
Lot 29
fs.9' 9, 777±SF Lown
#4 7
existing
1 Sty W/F
Dwelling
Addition
Above
Sit1=20.9'
............ 30r i
Lawn
Existing Rinse
$tati.
pts f , Lawn
3f.4'
Wi to ---
of )hc erry Bushes 0.8'► I
en ter 6.00 00W
3 Gallon'
Sea Note 6 (t}p.)
Flow EQv7rka.
As ,z rad
1500'e0.11- ++ U
0
�
EL_
t To ea Inetol/etl On
e
'-3 a e mpoo a -Noce Inn9A
epeetk. Pn Pmt,
tr aenda
as Pa nne S
10' Mfi. -Slab
Mi.. - Fwddl-
DEVELOPED PROFILE OF SYSTEM
NOT TO SCALE
CROSS SECTION OF CHAMBER
NOT TO SCALE
i,�Llj
�nb�t'ty� I 1t �•!t .
O MM Gad.
r
Qxd kFj /islet L
N•. Y NTo,c
nnsr
m I 9 Nu tan tedrar t/e Ht31Uffr\� F I* t Publ1dri�j
j
4-1
Pee Storrs d j
LEACHING Dou61e Weaned
CHAMBER Locus Map
4 tr ro 1 1 „=2, 000±'
C
CROSS SECTION OF CHAMBER Legend:
1DONOT TO SCALE
I j� QS
0' MinSewer Manhole
to 1
ryp:•.`':, _ Fnd � _( - Hydrant -
I 1 d �,1
El CBC - Concrete Bound Center
1 :. 111 YRB - Yarmouth Road Bound
i 78M EI=19.04^, HCVD -:29Gu
to of Road � C �'1 � � 'y
k Utility Pole
T
l Light Post
D�: Wetiond Flog
' SEPTIC NOTES
pp OO Water Gate (round) -to-
Prior to Any Excavation For This Project the Contractor Shall Make FA
�yti the Required Notification to Dig Safe (1-888-344-7233). QHW �nderve e0ou res
Utility Lirt
f�awrl Existing 3 Bedroom
/- Septic System. 2. The Contractor is Required to Secure Appropriate Permits From Town --25--
17 ` -• Per Town As -Built Card Agencies For Construction Defined by This Plan. Un der r Con tour
2 Additional 500 Galion 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall
Chambers to upgrade Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Z
S 0 4 Bedroom
Assure Watertightness. In General, Water Lines Shall be Constructed in e " !
O Cs �,
Septic Design. Coordination With Yarmouth Water, and 5.011 be in Accordance Deciduous Tree
With 248 CMR 1.00 - 7.00 & 310 CMR 15.00.
Existing Septic Tank 4. A Minimum of 9" of Cover is Required for All Components. PEXC: TEST
Is Sufarcten t for 4 5. All Structures Buried Three Feet or More or Subject PERFORMED BY: STEPHEN }LASS
Bedroom Design. to Vehicular Traffic to be H-20 Loading. It is the Engineer's
WITNESSED BY: PHIL RENAtJD
Recommendation that H-20 Always be Used. JUNE 19, 2008
6. Install Watertight Risers and Covers to Within 6" of Finished Grade SITE PASSED
c c 1A a Over Septic Tank Inlet, U, and Outlet, D -Box, and Two Leaching Chamber.
7. Septic System to be Installed in Accordance With 310 CMR 15.00 & TEST HOLE EL. 126
248 CMR 1.00 - 7.00 Latest Revision and the Town of Bamstable """'A'
rLO SId Y SA.'JD::....... :
Board of Health Regulations. 10, ci:.i ir;:i(:{ ::1tiYii2l2
8. All Piping to be Sch. 40 PVC.
Too EL. 15.0 9, D -Box Shall Have a Minimum Inside Dimension of 12", and a Minimum : is a AAMY 3A$ IA'i:
r : t::ii::
is
•' i6' .".'.......... '.'
a, Exbe ny Sump of 6". I s I
r LaochMg 10. Additional 500 gallon chambers are to be set to the same elevation as the i::: ;fr:
Chamber Existing Chambers. :"' :::::: d90U7CIJ (5hN4 i:r;
..........
11. Pim to the existing chambers is to be confirmed and Additional Piping may 45" •"""""""•" Q' 4 22.8
Piping g P g Y LIG YELLOWISH BROWN
be needed in Accordance with 310 CMR 15.253 (6). FINE SAND
Bottom Tast Md. i PERC TEST
No E -f 6" GALLONS G IN 10 MIN.13.7
Fran Eagle Svrwy Plat PERC RATE < 2 MINAN (LTAR = 0.74)
Ooted 6/19/208
132" NO GROUNDWATER ENCOUNTERED 66
Goundwater vs..
Sheet # Title: Prepared For: Notes/Revisions:
Proposed Improvements Plan Scale: 1 "=20' The topographic information shown was
obtained by conventional survey methods on
Sullivan Engineering, Inc. �ap@SUrV BClal1.1 ent or between 19/SEP/13 & 23/SEP/13.
Of 47 Harbor Road PO Box 659 23 west Boy Rd suite G Date: 2.) The property line information shown
Osterville, MA 02655 0st"Ie MA 02655 .
Of soe4zo-ss94(aae)4zo-as9sle: i 24/APR/14 Q`%�1 D hereon was compiled from available record
(508)428-3344 (506)428-9617 rax ( ) a�saw,eeapeeodnet
West Yarmouth Mass. Dwg; information.
1 .; C817g1 ,� ___ � q� 3.) The datum used is NGVD '29.
it
W
W
X
ape bed Hospftol
I
it t ,
i •�;
1, 11 Wetland Resource fine
f Ars F{egged By �
Bradt\Hal! Sept. 25, °101.j 1 t'
EVWJ3 ! FE144"2one L' a /
0b
As �Shewn On FIRM
254015 005 D /
July 2, 7992
► 1 `
1 1
oe
Lot Coverage
Existing:( 1230.2 S�
1
Proposed: 1819.2 SF1
1 1; '
l;< 1
PROPOSED DESIGN DATA
Single Family
. 4 Bedroom Q 110 GPD
ll •�� 1
1/
No Garbage Grinder
t
•
Total Daily Flow = 440 GPD
•
Un existing 1500 Gal Septic Tank
Fc. EL zaoo• - •n
'
LEACHING AREA
440 GPD / 0.74 (LTAR) = 594.6 SF Required
Ei. 17.5
Sidewall - (95A)2'= 190.8 SF
Inatdler To EL
Confirm Prior
Banom Area = 428.9 SF
To Any work
Total Provided - 619.7 SF
Design Flow: 617.7SF/084-457.1 GPD
LEACHING CHAMBER DESIGN
All Pipes to be Schedule 40. Add 2-500 Gal. Leaching
10'
Chambers in a Washed Stonc Field as Shown for a total
'
of 4-500 Gal. Latching Chambers.
.]
8
Existing 1 Proposed
WIF Shed Deck\
{ t
i I 15' $fid el $1
Lawn
74.2' 1 �I
2Git9' i
4- t
29.3,
t'Z
ll 0
lProp �ed
Wolk imi�
30.4'
FLOOD ZONES:
Zone C
Community Panel No.
#250015 0005 D
July 2, 1992
I it
Lot 29
fs.9' 9, 777±SF Lown
#4 7
existing
1 Sty W/F
Dwelling
Addition
Above
Sit1=20.9'
............ 30r i
Lawn
Existing Rinse
$tati.
pts f , Lawn
3f.4'
Wi to ---
of )hc erry Bushes 0.8'► I
en ter 6.00 00W
3 Gallon'
Sea Note 6 (t}p.)
Flow EQv7rka.
As ,z rad
1500'e0.11- ++ U
0
�
EL_
t To ea Inetol/etl On
e
'-3 a e mpoo a -Noce Inn9A
epeetk. Pn Pmt,
tr aenda
as Pa nne S
10' Mfi. -Slab
Mi.. - Fwddl-
DEVELOPED PROFILE OF SYSTEM
NOT TO SCALE
CROSS SECTION OF CHAMBER
NOT TO SCALE
i,�Llj
�nb�t'ty� I 1t �•!t .
O MM Gad.
r
Qxd kFj /islet L
N•. Y NTo,c
nnsr
m I 9 Nu tan tedrar t/e Ht31Uffr\� F I* t Publ1dri�j
j
4-1
Pee Storrs d j
LEACHING Dou61e Weaned
CHAMBER Locus Map
4 tr ro 1 1 „=2, 000±'
C
CROSS SECTION OF CHAMBER Legend:
1DONOT TO SCALE
I j� QS
0' MinSewer Manhole
to 1
ryp:•.`':, _ Fnd � _( - Hydrant -
I 1 d �,1
El CBC - Concrete Bound Center
1 :. 111 YRB - Yarmouth Road Bound
i 78M EI=19.04^, HCVD -:29Gu
to of Road � C �'1 � � 'y
k Utility Pole
T
l Light Post
D�: Wetiond Flog
' SEPTIC NOTES
pp OO Water Gate (round) -to-
Prior to Any Excavation For This Project the Contractor Shall Make FA
�yti the Required Notification to Dig Safe (1-888-344-7233). QHW �nderve e0ou res
Utility Lirt
f�awrl Existing 3 Bedroom
/- Septic System. 2. The Contractor is Required to Secure Appropriate Permits From Town --25--
17 ` -• Per Town As -Built Card Agencies For Construction Defined by This Plan. Un der r Con tour
2 Additional 500 Galion 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall
Chambers to upgrade Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Z
S 0 4 Bedroom
Assure Watertightness. In General, Water Lines Shall be Constructed in e " !
O Cs �,
Septic Design. Coordination With Yarmouth Water, and 5.011 be in Accordance Deciduous Tree
With 248 CMR 1.00 - 7.00 & 310 CMR 15.00.
Existing Septic Tank 4. A Minimum of 9" of Cover is Required for All Components. PEXC: TEST
Is Sufarcten t for 4 5. All Structures Buried Three Feet or More or Subject PERFORMED BY: STEPHEN }LASS
Bedroom Design. to Vehicular Traffic to be H-20 Loading. It is the Engineer's
WITNESSED BY: PHIL RENAtJD
Recommendation that H-20 Always be Used. JUNE 19, 2008
6. Install Watertight Risers and Covers to Within 6" of Finished Grade SITE PASSED
c c 1A a Over Septic Tank Inlet, U, and Outlet, D -Box, and Two Leaching Chamber.
7. Septic System to be Installed in Accordance With 310 CMR 15.00 & TEST HOLE EL. 126
248 CMR 1.00 - 7.00 Latest Revision and the Town of Bamstable """'A'
rLO SId Y SA.'JD::....... :
Board of Health Regulations. 10, ci:.i ir;:i(:{ ::1tiYii2l2
8. All Piping to be Sch. 40 PVC.
Too EL. 15.0 9, D -Box Shall Have a Minimum Inside Dimension of 12", and a Minimum : is a AAMY 3A$ IA'i:
r : t::ii::
is
•' i6' .".'.......... '.'
a, Exbe ny Sump of 6". I s I
r LaochMg 10. Additional 500 gallon chambers are to be set to the same elevation as the i::: ;fr:
Chamber Existing Chambers. :"' :::::: d90U7CIJ (5hN4 i:r;
..........
11. Pim to the existing chambers is to be confirmed and Additional Piping may 45" •"""""""•" Q' 4 22.8
Piping g P g Y LIG YELLOWISH BROWN
be needed in Accordance with 310 CMR 15.253 (6). FINE SAND
Bottom Tast Md. i PERC TEST
No E -f 6" GALLONS G IN 10 MIN.13.7
Fran Eagle Svrwy Plat PERC RATE < 2 MINAN (LTAR = 0.74)
Ooted 6/19/208
132" NO GROUNDWATER ENCOUNTERED 66
Goundwater vs..
Sheet # Title: Prepared For: Notes/Revisions:
Proposed Improvements Plan Scale: 1 "=20' The topographic information shown was
obtained by conventional survey methods on
Sullivan Engineering, Inc. �ap@SUrV BClal1.1 ent or between 19/SEP/13 & 23/SEP/13.
Of 47 Harbor Road PO Box 659 23 west Boy Rd suite G Date: 2.) The property line information shown
Osterville, MA 02655 0st"Ie MA 02655 .
Of soe4zo-ss94(aae)4zo-as9sle: i 24/APR/14 Q`%�1 D hereon was compiled from available record
(508)428-3344 (506)428-9617 rax ( ) a�saw,eeapeeodnet
West Yarmouth Mass. Dwg; information.
1 .; C817g1 ,� ___ � q� 3.) The datum used is NGVD '29.
it
W
W
X