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5514 52' S0"W
N / Lot #17
19,969 5q. Ft.
Elv. 216.3'
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52 0„
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perimeter
Qo ch of lawn
Elv. 213.0;
6x6 pres.treated
-� landscape ties
a, Elv. 212.0'
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Post light
Brick paving with
• . 6x6 prey. treated
retaining
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NOTES
I. Water Supply ForThis Lot is Municipal Water.
2 Location of Utilities Shown on This Plan Are Apprm
At Least 72 Hours Prior to Any Excavation ForThis
P fled The Controct"Sholl Make The Rerired
Notification to Dig Safe (1-800-322-4844)
3 The Contractor is Required to Secure Appropriate
Permits From Town Agencies For Construction !
Defined byThis Plan.
4. Install Risers as Requiredto Within 6° of
Finished Grade.
5. All Structures Buried Foitr Feet orMore or Subject
to Vehicular Traffic lobe H-20 Loading.
6 Septic System to be Installed in Accordance With
310 CMR 15.00 Latest Revision And The Town of
Barnstable Board of Health Regulations
T. All Piping to be Sch. 40 PVC.
to Grade
DESIGN DATA
Single Family-3`Bedroom
With no Garbage Grinder
Dally Flow■ I10 x3= 330 GPD
Septic Tank t 3306PD x 200%= 660 GPD
Use 1500 Gallon Septic Tank
LEACHING AREA
330 GPD/0.74 = 446 SF Required
SldewalI = 2(12'+2502=148 S.F.
Bottom Area=12x25 = 300 SF.
448 S.F. Total Provided
LEACHING CHAMBERDESIGN
All Pipes to be Schedule 40. Use
2 - 500 Gal. Leaching Chambers Ina
12 x 25' Washed Stone Field as Shown
F.G. 211.0'
Pero Test
Date 529/00
SElnc.
P.SuAlven
B of Health Amy Von Hone
Test Hole
1
D4'
O
Pine Needles 6 Leaf Matter
4'-12"
A
Med. Send, some loom
12"48"
B
Coarse Send
48"-120'
C
Coarse Send single grained
rest
I
O
Pkle Needles 6 Leaf Metter
W-12"
A
Med. Send, some loom
12"-30"
B
Coarse Send
30'-128'
C
Coarse Send single grained
No Water Ertootx WW
Pero a 4e'
25 081" In 5 mkxdes d 54 Seconds
Cpu f MsfwW Lou 2 rrNmMs per Irrdl
VV V Top EL 209.0
1 211.2 20 t 2060
210.0 6.4
" Bottom of Test Hole EI.
micro Fail Treatment Bedding as 199.5,NoWaterEnmumed
System Installed ina Per Title 5 ,
1500 Gallon SepticTink
DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM
Not to Scale '
CROSS SECTION OFCHAMBER
-NOT A xG LI.
PLEASE NOTE:
Septic System has been designed for three (3) bedrooms.
Deed restriction will be set in place for a two (2) bedroom dwelling..
LTJ
)rtle:
SITE PLAN
PROPOSED SITE IMPROVEMENTS
115 MERCHANT AVE.
YARMOUTHPORT,MASS.
Date: Scale:
September 21,2000 1 As Shown
Ui:4 21 I;i9 I'g
5YR2.5MO�
101852 C
7.SYR4A
10YR7/4
5YR2.5/l /J ' � 7 \
10YR5/2 O ie'� GDJ(��` —
7.11YRAIM ,�grLS
10YR7/4 i
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,
APFROVED
I
COMA4ITTEE
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Lot 1% 11 \ \ 1 Df�l qty
19,969�ISF I I r
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PLAN VIEW �I Il Q
Stale: I°= 20 \\ \ I I 1 I I f l l 0
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2-1/2 Sty I I \
Dwelling I \
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PREPARED BY.
Sullivan Engineering, Inc. k �aPQe3
PO Box 659 7 Parker Road
Osterville, MA 02655 Osterville MA 02655
(508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax
PREPARED FOR:
Field:
—co mP..
CHERYL L.BURNHAM
10 KENDALL LANE
NORTH HARWICH, MASS.
Draft:
Review:
Drawing iJl
fs
MOfllcice 9ft T syslrr� 1NGUJ D6i MICRO
.R2VISI0N %O/ZVOO FAST TRCATMawr SY3TCM
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