HomeMy WebLinkAboutEngineered Plan - 1990• 90 9\ PLAN LOT 31 SOIL LOGS ZONING REQUIREMENTS:.
SCALE 111 :20' � `� �
\ LOT 32 \ ZONE: N a 7 RoAGLc Hogs+� y
.o,. TEST PIT 1 .5 TEST PIT 2 AREA:
� FRONTS is'
SIDE
;\ REAR: zo'
P \ LOT 36 \`\� LOT 34 -r o
\
12,94 7Y SF, N OT E.S
MSD ►ur'\
\ s�.,.►� 1: BENCH MARK: 1!4( GH ON rj00Lar Ir v, 50�. R�+i►JERa
sof 92.78 NGVP
\ wl 2. ALL CONSTRUCTION METHODS- AND MATERIALS SHALL
CONFORM TO MASS. DEQE. TITLE V AND THE TOWN
\ So►,E OF YArM0�T11 BOARD OF HEALTH.
3. OWNER APPLICANT:
v BARNSTABLE HOLDING CO. INC. . SAME
\ 100 W. MAIN STREET
90 HYANNIS, MA
72.5 4. WASHED STONE SHALL BE FREE OF ALL DUST AND FINES.
wo Uc�•►owA.-rre
5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL-.
w/ z' sro�►t A kOUwP PERC RATE: 4 M,NL CA -t
r-,l>J. 2c�' rszol-t Novs�. SYSTEM SHALL BE MADE .WITHOUT PRIOR .WRITTEN
APPROVAL OF THE ENGINEER AND TOWN BOARD OF
T.?•#'�. INVERT PRIMARY: 84.0 HEALTH.
BOTTOM PRIMARY: 78.o 6. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER
�. • / \ OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO
LOT 37 \ INVERT RESERVE: '134-,0 PROVIDE A WATERTIGHT SEAL.
D 3oX \ BOTTOM RESERVE: - 78.0 7. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED
Q LOT 35
25' lococ,�.�w� o` _ WITH NEOPRENE GASKETS OR ASPHALT CEMENT.
CZOW'k) O S EPTIC_'YAr,1,t 'In TEST PITS OBSERVED BY: EL AHERTr Assoc1ATES, INC. g. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED BY
$wal.4 awa DATE 2/09c) 190 THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM. .
\ WtTNLSSt Y LY•) +ASory Or' YAR 00714 r30A,7.t� of HEAI_TI•!
l\ -1 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
DESIGN CALCULATIONS' THE. ACTUAL LOCATION. OF ANY EXISTING UTILITIES
N SHOWN ON THIS PLAN.
Be ,? �'1xO� ,� q,k l 10. PROPERTY LINE INFORMATION TAKEN FROM:
-
pzoPoS� lq PLAj r30014, 44Z PAGC Cob
l PERC RATE 4M1*Ifl*Ac1-\
NO. OF BEDROOMS 2 +2 AT 110 GAL:/BR./DAY
DESIGN FLOW REQUIRED: ++0GA,/4QA
NOTE: �iy �? 7(Z09 _ SEPTIC TANK SIZE I0�6ALLOti15
-
ALLOWED LAWN AREA IS 1000 S -F: ''X° LEACHING PROVIDED-�'�/ (� /�
•, MARIMUM AS PER NTR
IATE LOADING - '�cz � SIDE iz.o Ctt- c,�(+a') = 377•o GA��AY FLAHER I i ASSOCIATES
RESTRICTIONS RECORDED IN 80 3Y. , BOTTOM 0, 3 tt (10Z►¢) = (o5.2 C,A�4 0Ay
BARNSTABLE REGISTRY OF DEEDS ` \
-BOOK 6824 PAGE END 170 COURT STREET -
-PLYMOUTH MA 02360
\ �;./ TOTAL 442: z' GAL./ DAY
LAND SURVEYOR IS TO CERTIFY -z(,70 S.F. 508-747-2425
..LAWN AREA SQUARE FOOTAGE FOR SZ o
COMPLIANCE.
78 VA"Ir 1
/ BREAKOUT CALCULATION SEWAGE DISPOSAL SYSTEM
DECK IS TO REMAIN OPEN
MAX. LEACHING EL' 85 PRIMARY �N
4.1
_- b Oap ��-• S R RESERVE YA RMO U TH
7$ E
R SLOPE AT EL: 213 3 5' PRIMARY
-2'/351 RESERVE PREPARED FOR
PROFILE
BREAKOUT SETBACK �` PRIMARY BARNSTABLE HOLDING CO., INC.
(150 X SLOPE) 4 RESERVE
EL. AT BREAKOUT SETBACK 85.2 PRIMARY
U�6•0 RESERVE 16 RHINE ROAD LOT 36
TOP OF FOUNDATION v X O MAINTAIN 2% SLOPE LOCUS PLAN
DATE 3/z7/9v REVISED
OVER LEACHING PIT
s; Cf30Ct\D= S7 xco S�xo 2" LAYER OF I/$"r VZ SCALE: 1' 2000' ��=:�.����`�S1 _ r-'�tSCALE:
•i
Wzfl- all 4115 Itt _14 Y, Co �C0 WINED NONE ' � , ���� `�� ri: �•'� "a, .
•� c W6R, ' RJ v�/,2. ol= !a D -BOX 12�' MN. GWS 'TO 1 t2" of CT-*
.'•'� JOB NO OZ 3 os .
nun. air spore t ;r)),4 11) H CGe^taE • . ,' 11. `''02, •'•
�' T ! /O /o ,� I `Mise ThCehsr�'�
84 F"o6 :5 10 14" 84, 14 sch 40 IRV,B�:I. LOCUS - � ' Q �3 . « ' w z ;14
• .1. �,,.hP 6' DIAMETER 3/4":11 G -'�' JQ �
�N11iliGV 1. '" p s /� �� Ctanberiy A ���i- .J ` 1.'? i,St i' A11A .?
•• CUfS1DE 4 min. C� LEACH . PiT _ MASHED 6' EFFECTIVE
r "
fl(jUld STONE L :d. ,I�tT6F4 `MAN % I '� I 1 "�a�v
WIN
TANK DEPTH � � JOHN
R. G�
level T f `,';��� ,t. 1, R.ol FR;v
•.� i��v `�ie� `� , I
v`/il i pain "°�a+ 'rya .- i t r t'^, r•.4�' y
_ ted
; x�.
- • ! oQ •GALLON SEPTIC TANK No. 33590
78 O�✓rf�$��"S �� •, ` � �, v v
1
-61 ,,,_..�. •,,,,,_ ' ...) go \ �' '� FsuauEN Q
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a ASSESSORS PLAT: 8O LOT: U2 -3(0 �-�, � °� (g go
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