83-1167BENCHMARK 1
STAKED HAYBALFS TOP CB/DH FOUND \
Proposed Water Line Utility Pole WORKT LiNE ELEV. =12.5B� N.G.V.D.
Proposed D -box
I i 13�i s • '05• \ \
-T- `�---t I -w "i 1 5 I I 1
M/"\ 5• �I' Exist Post & Rail
-,m I
10
'fin' ". 40� \
r1 \ \
i } I to E,T.O..
�� . o l
N I \ , rcobse \ m 1 .
, xso7 Gala I I
tic ! _ b. aN .� l I Coastal Beate ! ) O
k xya, N \ \ of J 1
' \\1 Ili �9 u
3 g a o LOT 23 ' C L U rr l fl JettCP
Dw6flin 12,373 aq. ft++ 1 N r
♦ 9 0.29 acres I I z I f / /
I REVISIONS
1-13-92 ADD DRYWELLS, BENCHMARK, SWALES,
tNs-
BREAKOUT CAL.C., 10' REMOVAL AREA 8
f n I t0 •, `\ � `{.w�`' "�� i I / / / O TEE SIZES.
I I r' " ".••i33 '." 'at5% Top f / / / MOVE SEPTIC STSTEM 8 WATER LINE.
x7.B E .-90
92 bu iaSLA
�y N. iw� xlDeep \ \ I I / / / 2 V 1-21-92 A:JJST£D HG-IClTl� WATER, INVFJ? s,
!0 REMOVAL AREA I �, t I I 1 GRADING, T.O. F. '
( I /-3l-92 MIT OF DUPE HA
YBALESSEEf4OTE /2 r+ J'265,�. I; } one R-15 ^R
y„ Setback Requirements:
i} Abutting Q Boardwalk I J Front JO'
}Z7 I i r •� Side 6'
RUNOFF TO SWAPROVIDE BERM ODIVERT Ili 9 DRYW L FOR ROOF 1ODRAIIVAGE 11 12 UM/T OF LJ<JNE Rear 20'
r
(1"YPfCAU RESOURCE ARE
5 3
{TT/est Pit Data
IX p Indicates Indicates
Perc � Groundwater
Test
Fill
Sub/Topsoil
Yellow
Sand 4.8
Coarse
Sands
With
Pebbles Trin
Ground El.= 8.8
r ---F//-/-77.
Light
Sands
NOTE: LOCATION OF FLOOD ZOAE BOUNDARIES AS
DETERMINED FROM FEMA MAP FOR TOWN
OF YARMOUTH PANEL 6 O 7 DATED
JUNE I7, 1986 AND CONSULTATION WITH
M. GOETZ OF FEMA.
Top Of Foundation El.= 10.5
Scale: l-- 20'
0 20 40 50 Feet
Existing Contours f0------10
Existing Spot Grades + 7.89
Proposed Contour ---[ ---
BREAKOUT CALL CRiTICAL ELEVATION= 7.73t 4" + 2"= 8.23
LOWEST FINISHED GRADE BETWEEN LEACHING 8 ROAD= 823
THEREFORE NO BREAKOUT.
flntsh Crude Mtn. EL= 9.23
W7th Mh. Sops Of 2X -,7-
4'
.T-,7-
4' ttl hcvl Pipe
0.01 ff Fbat 2 Feet To Be
ft Sopa
Mplcel Laid Leel
8.26 it c ,TM7 3 1
See Note �9 y^ Tanit Pf,
Bax
s 1500 Gal. 7.92 7.75
8.1G J outlet
Pit No. #1 Z99 7.73
Test By. C. /oily
Test Date. 10/17J91
Witness: D.Mason BOH F-- ]0' --� 3 6.5'--`� 3- 4'
Perc Rate: <2 Min%nchI Foundation - Tank - -
Pit No. #2
Test By. C. Jolly
Test Dote: 10/17/91
Witness. D. Mason BOH
Perc Rate:
High Groundwater (E1.=22,
Based On Site Readings
Token Over The Tidal Cycle
During Full Moon Tides.
10-23-91
Design Flow: TITLE 5
J Bedroom ® 110 Cal/Bedroom = 330 CPD
Septic Tank Requirements.
4i0 GPD x 1509 = 495 Gat,
Use i5oo. Gal, Tank
Leaching Faclllty Requirements.-
Use
equirements:
Use
Sidewall Infiltration Of 2.5 Gals./sf
Bottom Infiltration Of 1.0 Gals./5f
Leaching Facility Provided:
Side: (2 SF/LF x 45" x 2.5 Gal./Sf) = 225 GPD
Bottom: J SF/LF x 45 x 1.0 Gal. SF = 135 GPD
Total = 360 CPD
Notes:
1. Unless otherwise noted, all construction
methods and materials shall conform to
T1Ue V of the state environmental code
and any applicable local regulations.
2. Precast concrete septic tank, d -box,
and leaching facility to withstand H-10
loading unless under pavement, drives,
or travelled ways where H-20 loading
shall apply.
J. All plpes in the system shall be schedule
40 or equal.
4. No field modifications to the sewage
disposal system shall be made without
prior written approval of the engineer
and the local board of health.
5. 7his system Is not designed for a
garbage disposal unlL
6. Elevations are based on N.G. V.D.
1' Of 3/4' - 1 1/2'
washed Stone
45' Of 4' Perforated PVC Poe
• .005 ft/R Slope.
7.50
6.50
High Groundwafer 2.50
7. Property lines shown hereon were compiled
from a plan recorded of the Barnstable County
Registry Of Deeds In Land Court Plan 21122A
Sheet 7 and do not represent an actual survey
on the ground
8. Site is located in F.E.M.A. Flood Zone A9
(Flood elevation 10.09 Dwelling Is to conform with
the Commonwealth Of Massachusetts State Building
Code Section 744.0 'Design Requirements For Construction
In Flood Plolns'.
9. Watertight se/fsealing manholes shall be used for
the septic tank and d -box.
f0. Septic tank to be weighted
11. Outlets and downspouts to be directed to drywells.
12. ALL IMPERVIOUS MATERIAL SHALL BE REMOVED FOR A0' IN
ALL DIRECTIONS AROUND THE LEACHING AND REPLACED
WITH CLEAN COARSE SAND.
Locus Mai
Yarmouth
Assessor's Map 22 Parcel N23
o
c
o �
N
y
Dr•
Share m
0
c
4-
tn ocus
L
0 s
et
ck
d
NaS0�n
Scale: 1 =2083'
Project Title:
L o t 23
Sh ore
Side
Drive
Yarm o u th
Ma.
Preporrd For:
Peter Haritos
r
r �
A.M. VYlson
Associates w _
Inc. X:
x�
40 9
911 Main Street 1t
Ostev]le/MA 02655
506-428-1450
Drawing Title:
Subsurface
Sewage
Disposal
Design
Date: Nova 20 1991
Dwg No.-
o:Desi
Sheet 1 of 1
n: GP.J
Design:
Check:
Drawn: J V.B.
Job No: 2.0589 0