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SYSTEM PROFILE TEST HOLE LOGS
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TOP FNDN AT EL . 23.5' (NOT TO SCALE)
ACCESS COVER TO WITHIN 6 OF FIN. GRADE ENGINEER: M FARIA, SE
ACCESS COVER (WATERTIGHT) TO
22.0'WITHIN 6" OF FIN. GRADE 22.0' WITNESS:
KELDA GORMAN
MINIMUM .75' OF COVER OVER PRECAST /` 2% SLOPE REQUIRED OVER SYSTEM
,:.
DATE: 10/13/00
RUN PIPE LEVEL 2" DOUBLE' WASHED PEASTONE RATE _
20.5' FOR FIRST 2' ` 3' MAX. PERC. G 2 MIN/INCH
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PROPOSED
GALLON SEPTIC 19.75' CLASS SOILS P#
20.0' 19.58
TANK (H- 10 ) GA5 o0 19.12' Q C7 M M C]
BAFFLE 19.29 og
MIN o 18.75' F-1ED 0M 0 F-1EDC7 0 2' ,�T SIDES ELEV.
ELEV.
(�_% SLOPE) �6" CRUSHED STONE OR MECHANICAL 0 O 0 Cl CI C7 � C] � 4
> COMPACTION. (15.221 [27) Mwa 2' C7 ED Cl C7 0 0 0Q 16.75 0„ 22.8' O„ 22.0'
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DEPTH OF FLOW = MIN
(
_1% SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE / A A
TEE SIZES:10„ LS LS
INLET DEPTH= 8„ 10YR 4/6 8„ 10YR 4/6
OUTLET DEPTH 14 B
21' LEACHING B ASSESSORS MAP 92 PARCEL 6
FOUNDATION- 13' SEPTIC TANK 23' D' BOX MAX FACILITY
5.95' 10YRS5 8 � 10YRS5 8 .ZONING DISTRICT: R-40
20" / 21.13 20" / 20.33 YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
26 - TH 1 Q 10.8' C C PLAN REF. - 451/48
2 p.
FLOOD ZONE: C
MS MS:
OAD ' 2,3-
22 TOWN OF YARMOUTH VARIANCE REQ'D: TOP OF FOUNDATION 2.5Y 7/8 2.5Y 7/8
Q Alv 1' 21 TO 8E 5.5' BELOW THE HIGH POINT IN HIGHBANK ROAD
r� jJ TOP OF FOUNDATION TO BE 1.5' BELOW THE HIGH POINT IN
1 " 2O ACCESS EASEMENT
y� 9
19
�--- 144" 10.8' 132" 11.0'
1 18 NO WATER ENCOUNTERED NOTES:
1 co
HIGH POINT IN .'
EL. 29 I"'- SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 1. DATUM IS ASSUMED
LOT 3 1 r-Ec 4 110 c = _GPD 2. MUNICIPAL WATER IS AVAILABLE
_ _SIGN _-FLOW; _ BEDROOMS (--G� D) =-!149-GPD --3t
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\ - 3. MINIMUM PINS NII�;H Iv L - i zs rErt rvvl. -
41,252 Sf t 1 ' 8 --�_ USE A 440 GPD DESIGN F LOW /
1
`L°' •v. _-�' _ 440 GPD 2 = 880 4. DESIGN LOADING FOR. ALL PRECAST UNITS. MBE AAS HO H- 10
SEPTIC TANK:
(-) 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 500 GALLON ' SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
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LEACHING: ENVIRONMENTAL CODE TITLE V.
19 2(44.5 + 8.83) 2 (.74) = 157.8 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
- 290.7 ��
SIDES• ) USED FOR LOT
PTICLINE
SYSTEMSTAKING. 0 SCH. 40-4
1
44.5 x 8.83 (.74 - PVC.
� BOTTOM:. 8. PIPE FOR SE
\ 40 RIGHT\ Er
OF Y >; cs TOTAL: 606 S.F. 448.6 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE (5) 500 GALLON LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH.
PROP. 4 BR > \ 1 EQUAL) WITH 2 STONE AT SIDES AND 1 AT END 10, CONTRACTOR SHALL BE .RESPONSIBLE FOR VERIFYING THE
3 DWELLING \ \ NOTE: RESERVE CONSISTS OF (4) 500 GAL. LEACHING CHAMBERS LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
rn. TF = 23.5' �" `P WITH 2.5' STONE AT ENDS AND 3' AT SIDES (= 621 SF) TO COMMENCEMENT OF WORK.
% ♦, .; \
LEGEND TI TL E S SI TE PLAN
LOT 2 RvE p,5
20.9-�" SE _ f^. \ / 100,0 PROPOSED SPOT ELEVATION OF #� �', DGE PYA TER DRIVE
W`gip„ ,�-'' 1 ; \ / 01 2p 100x0 EXISTING SPOT ELEVATION D IN THE TOWN OF:
� o / 100 PROPOSED CONTOUR CIE 0 d ( D /SOUTH) YARMOUTH
1
� TH, a / i 0 C T 0 5 2000
` TH2 160 p1, �� / - 100 EXISTING CONTOURHEALTPREPARED FOR: DR. AND MRS. STEPHEN PEZZELLA
H DEPT.
24 ,1 \ - _ - / l 2, 30 0 30 60 90 Feet
F, BOARD VE DRIVE !, v BOARD OF HEALTH
. - 25 1" = 30' SEPTEMBER 15, 2000
1D "SZPJ MA SCALE: DATE:
21 -DATE
DATE
26 LOT 4 off 508-362-4541
P / rC fox 508 362-9880 OF MA
PG61s/ / / / / �� ELEVATION 21 Sg' KE AT I ��L�N Uf Esq�gCy ARNE H.
O ALA syn
/ down cape engineering, Inc. o� ARN �J CIVIL
/ HIGH PT.
EL 25 LOT 5 v OAS �" .o No. 30792 y
CIVIL ENGINEERS A N 26348
;_.._.. LAND SURVEYORS o��s/y rs1ERGyJa° 16
A _/C_�
939 main st. yarmouth, ma 02675 ARNE H. OJALA, P.E., P.L.S. DATE
99-311
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