HomeMy WebLinkAboutBLD-90-184PLAN
CALE=1"=20'
LOT 9
.o F_ 8(0.0 c�tiriNE`� \7
50 8
PRC?
so
'.1.g:
,,,. JM..SbPrA�n�'C..#., Vl B^�-'NV�i\..±+• E ti^z•'°.Y's �-`a.
. to --•-= Uor�,)
�[.,� 2STORE A2Cv �� -•-�._�_ —
a
—
�` t}�• TIL A� r1 O O
�S
JI..K C llp' h�tNj 11 \
17
v , PROPOSE -D
/0 */` S.F.F 3
I io'
iio7,97
DUTCHLAND
NOTE:
• ALLOWED LAWN AREA IS 1000 S.F. \
MAXIMUM AS PER NITRATE LOADING 82
RESTRICTIONS RECORDED IN
BARNSTABLE REGISTRY OF DEEDS
BOOK 6824 PAGE 119.
• LAND SURVEYOR IS TO CERTIFY
LAWN AREA SQUARE FOOTAGE FOR
COMPLIANCE.
DECK IS TO REMAIN OPEN
DRIVE
�I
PERC RATE
5.
NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL
SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN
INVERT PRIMARY; 73'5
APPROVAL OF THE ENGINEER AND TOWN BOARD OF
ROF'ILE
BOTTOM PRIMARY co7.5
6..
GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER
INVERT RESERVE 73.5
OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO
PROVIDE A WATERTIGHT SEAL.
BOTTOM RESERVE (-75
7.
ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED
WITH NEOPRENE GASKETS OR ASPHALT CEMENT.
TEST PITS OBSERVED BY FLAHERTY Assoc/AYES, INC,
DATE I 11-1,07c) /4a
8.
A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED BY
W r�=SSED 3r D n- YAR.Mo� n HA2 0� �+�►.T+a
THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM.
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
DESIGN CALCULATIONS'
THE ACTUAL LOCATION OF ANY EXISTING UTILITIES
x
_710P OF FONATION s
10.
MA.T
PERC RATE:
let y
zoo < 442 PACkC tog
NO. OF BEDROOMS:AT-110 10 GAL. /BR./DAY
.
DESIGN FLOW REQUIRED "` L �Lf r���(
(a
MAXIMUM LAWN AREA ALLOWED IS 1000 S.F.
PER NITRATE LOADING
SEPTIC TANK SIZE
LEACHING PROVIDED _� �I'• ' �� z S"L +� �� w�►�
D -BOX
�-b4-scti>.�0puc-
min. oar spore
310 , • ,
5
.�;
END
170 COURT STREET
TOTAL 4-4-Z r z GAL./ DAY
-
1
2`°'' I S.F.
7 4
CONNECT.
OUTSCE
4• min
TANK
liquid
+.
level
ono GALLON SEPTIC TANK
.
✓A��i' RDCR _ -,-F 5
Inc.
So
N
wl�
�JOrr�
►so� X3.5
TEST PIT 2
ZONING REQUIREMENTS,,=
ZONE ►� a�oQ>J�.�.E Hovel�Ca
AREA:
FRONT: 2 5'
SIDE :
REAR' 20'
NOTES
1. BENCH MARK : tQAu_ I0 CLuMp of CIA ks STA 141 SO
DvTC_u LAn10 at `i-7' LEFT tcLEV '12.55 N6VO
2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL
CONFORM TO MASS. DECIE. TITLE V AND THE TOWN
OF BOARD OF HEALTH.
3. OWNER: APPLICANT:
BARNSTABLE HOLDING CO. INC. SAME r
/00 W. MAIN STREET
HYANNIS, MA
4. WASHED STONE SHALL BE FREE OF ALL DUST AND FINES
>vc� ca�pv�►UwAT�2
PERC RATE
5.
NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL
SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN
INVERT PRIMARY; 73'5
APPROVAL OF THE ENGINEER AND TOWN BOARD OF
HEALTH.
BOTTOM PRIMARY co7.5
6..
GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER
INVERT RESERVE 73.5
OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO
PROVIDE A WATERTIGHT SEAL.
BOTTOM RESERVE (-75
7.
ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED
WITH NEOPRENE GASKETS OR ASPHALT CEMENT.
TEST PITS OBSERVED BY FLAHERTY Assoc/AYES, INC,
DATE I 11-1,07c) /4a
8.
A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED BY
W r�=SSED 3r D n- YAR.Mo� n HA2 0� �+�►.T+a
THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM.
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
DESIGN CALCULATIONS'
THE ACTUAL LOCATION OF ANY EXISTING UTILITIES
SHOWN ON THIS PLAN.
10.
PROPERTY LINE INFORMATION TAKEN FROM:
PERC RATE:
zoo < 442 PACkC tog
NO. OF BEDROOMS:AT-110 10 GAL. /BR./DAY
DESIGN FLOW REQUIRED "` L �Lf r���(
lI.
MAXIMUM LAWN AREA ALLOWED IS 1000 S.F.
PER NITRATE LOADING
SEPTIC TANK SIZE
LEACHING PROVIDED _� �I'• ' �� z S"L +� �� w�►�
SIDE H2O �ro� _ 377.0
FLAHERTY ASSOCIATES
BOT TOM:83 La7l4_) _ 6 5. 2 c, AL-/
END
170 COURT STREET
TOTAL 4-4-Z r z GAL./ DAY
PLYMOUTH, MA 02360
2`°'' I S.F.
508-747-2425
BREAKOUT CALCULATION NA
MAX LEACHING EL PRIMARY
RESERVE
SLOPE AT EI
SEWAGE DISPOSAL SYSTEM
IN
YARMOUTH
PRIMARY
RESERVE PREPARED FOR
BREAKOUT SETBACK: PRIMARY 8A RNS TA 8L E HOL DING CO., INC. f
rent 'LOPE) RESERVE
BREAKOUT SETBACK PRIMARY
RESERVE
I 38 DUTCHLAND DRIVE ( LOT
•1 VO -PLAN = DATE: REVISED:
i
SCALE: = 20'
JOB N0: v23
76
WR 7d
•
* & V
, t
rs;M
rr • -
4 x,01 L151 p�,