HomeMy WebLinkAboutEngineered Plan - 1990PLANSOIL LOGS = ZONING REQUIREMENTS:
SCALE: 111=�,
ZONE _NA AFFORDAU,LZ- Hou5IN(I
o� TEST PIT 1 73•5 TEST PIT 2 AREA
FRONT: 25"
s�oso�� SIDE 12'
bo` 7 i.p REAR 20'
TO
7to NOTES =
1 1. BENCH MARK WAIL IN CLUMP oF- oAI1. 7Xrc!rA, STa ' Sa
. IsA4 0 l#'? DEFT P-Ley -72•5 ls&VD DuTct}#.AND ogty&
wl /� 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL
74 V \ CONFORM TO MASS. DEQE. TITLE V AND THE TOWN
LOT 26 OF BOARD OF HEALTH.
3. OWNER: APPLICANT:
BARNSTABLE HOLDING CO. INC. SAME
l00 W. MAIN STREET
HYANNIS, MA
l t- s;�•' �0•5 4. : WASHED STONE SHALL BE FREE OF ALL DUST AND FINES.
:.. 1 -Co`_ ��A. ../.Gtl PIT
I N O GlzoVN pW AMR ,
y z\ w 2 sToaA— A.ROULN LOT 5 5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL
2c�' r�l�l r-Q"or� Hyvse.
l� ?j�'7t-�
loon PERC RATE L z t� i .IU•1 SYSTEM SHALL *BE MADE WITHOUT PRIOR WRITTEN
J/APPROVAL OF THE ENGINEER AND TOWN "BOARD OF
"\ 0-box uolV 21 INVERT PRIMARY 7u-5 HEALTH.
�' O O
ISO\ _ 3vyc�� LOT ` 8 BOTTOM PRIMARY: (p+1.5 6. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER
$ 2¢ : ,
OR LEAVE ALL CONCRETE STRUCTURES- IN ORDER TO
z rw�,�� —;` �o'M INVERT RESERVE, '7o,5 PROVIDE A WATERTIGHT SEAL.
1 I— BOTTOM RESERVE 7.. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED
RES zz' \ WITH NEOPRENE 'GASKETS OR ASPHALT CEMENT.
_ TEST PITS OBSERVED BY: FLAHERTY.4ssnr1AT 4 �N _
— 8. A CERTIFICATE OF COMPLIANCE MUST. BE OBTAINED BY
K f 2 1��..D�oor� 2¢ DATE : _1131190 THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM.
HouSE o wI-rlae ED is rD-mA5 car- YAw1MovTH rsoAl.D or-' �-t�A�-T►� 9
D c}1►r�nl� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
i•D,F, -75.5 `4 THE ACTUAL LOCATION OF ANY EXISTING UTILITIES
38• DESIGN CALCULATIONS SHOWN ON THIS PLAN.
�z 74 x5 '4x5 10. PROPERTY LINE INFORMATION TAKEN FROM:
P �l.A*1 13<X7tC 44Z PA<,r= �8
\ pub • 7g 2q' `�" PERC RATE L 2 MAN IINc i .
-74 NO. OF BEDROOMS: 2 AT Iio GAL./BR./DAY
<`��°o 22o CAI -- ---- ---- — -- --- -- - -- -- _ ---
DESIGN FLOW REQUIRED ��r"
-: SEPTIC TANK SIZE: i000 vA�,oNs Cvo c�&'ZQ)A;.,t. veIND )
NOTE: \ _ Go00
LEACHING PROVIDED I co' 7�A: �R w/ 2' sTo1`t;= AeOVND
ALLOWED Lawn AREA,IS o0o' S.F.'. �� \ i-72 SIDE ti ,u )t� > = �»•Z ���,�r FLAHERTY ASSOCIATES
or- �` ENS BOTTOM: i:d err >U7-14-) - S$ 5 6,�\UDA(
MAXIMUM AS PER NITRATE LOADING — -.. - ----
RESTRICTIONS _RECORDED .IN END 170 COURT STREET
BA.RNSTABLE REGISTRY OF. DEEDS / PLYMOUTH MA, 023�0
TOTAL: - 549.7 GAL. / DAY ,
BOOK 8824 PAGE 119. � 70
RHINE �8 ROAD 2�.�. S.F. 508-747-2425
LAND SURVEYOR IS 'TO CERTIFY
LAWN AREA SQUARE FOOTAGE FOR
COMPLIANCE.
BREAKOUT CALCULATION
SEWAGE_ DISPOSAL SYSTEM
DECK Is TO RERAiN OPEN MAX. LEACHING EL' ��,� PRIMARY IN
J.-7,.o RESERVE YARMOUTH
SLOPE AT E L :. Z / t, PRIMARY
PROFILE 2 15' RESERVE PREPARED FOR
4
BREAKOUT SETBACK: 20' PRIMARY
0 Z G COINC.
v BARNSTABL�' HOLDING l
� (J50 SLOPE) RESER E
EL. AT BREAKOUT SETBACK �2.5 PRIMARY i .
—?L RESERVE -
TOP OF. FCUNDAT10N = 5,5 MAINTAIN 2% SLOPE 4 RHINE ROAD `LOT 25
OVER LEACHING PIT
tOtJ�D=. �4.5 11 „ DATE: 3/zi3/90 REVISED:
2 LAYER -OF (/8 r- T
74xv /ZLOCUS 7 3 XQ STONE �/�
WASHED .ST } ...
•� wER "ro v�l, I� or- �; s. sca�E: i' = z000� .. 'j�l 31, �o c �,>f SCALE. i' to
D-BOX 1 � 'i� j tz of �'� /-� -�
r e- 2 b/ o , 12� MW. Ir S H" G � Z. :1.'
Run. oIr space do (,' � °l a ' oe �" J pe �', I JOB NO: 0? 3
9
•
' 71, l 10 t4 ?o,o4 schJo
Y� L �4,g"sure ✓ 61 DIAMETER 3I4=l1/2�1T LOCUS Q
Ci' e �t
O<JiS�E 41 min. 7 0 •'S LEACH t'!T WAS} >tD 6' EFFECTIVE-
4 / ,� �' ��" �1n (�• 4, , ,, .
liquid . STONE t oY `► (R o �H1 II (( �� ��, %, , , ` °,
.� TANK el OEP'N
teY We
L SEPTIC TANK i r,I
- C7C73°•' VA I.JJIY _ �4 C i���'r /4 SI _ •\,q % ��,`�• �f. M'• M.
FARREN
. J ✓"/j S 1�� ,.il _1 .�N^ Owe, _e Wit- v sj i xn
�SETiNT F1.0� (o�.i� Z 6 2 `� `� (��- .,► /:1 it, s✓ ti = ` R
+rot
ro
GADs' -24 h,
ASSESSORS PLAT: 8(, LOT: Gz•25 g 1i5.0 3 - -3 e.- 9 o
Applied Image. Inc:
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