HomeMy WebLinkAboutDecision 3831 - Septic Upgrade PlanPARCEL H26
\ EXIST.
ATCH
�-C PARCEL 27 __
r / BASIN COT+CRE'E BOUND
U 1 f 149.14 AT LE\' ,Sst PARCEL H28 PARCEL 1429
OEXIST. ------------- --- . O
CATCH -T�-^�--,r-.__. O
BASIN - --'--'--'� 1p
,
i --'-- - -- -- -- - --.-X144.47._.-
--x-- --
15.33 PAVED)
.AREA .r--•-- _---- EXISTING LINE V
(r x- SHED {fl �OF TRELS '
GAS i FENCE POGHT
ST PARCEL W5
Area = 22072
N GATE 15.75 ' o , s ft f n s !
l% _ •--, I' 15.29 9•
�.-._--G i. APPLE 0.51 Acres ,..
:. 1•-fi �. G 1 TREE.
METER I f 15.21 EXIST
WATER X11 11 _ SIRU1
1 ]
GATE o•+' DOUBLE WATER. 5
-cjf d.
Q LINES APPROX. EXISTIN 21'--�- f -' ! 1 I !� f ! f rte{
n 4 N LOCATION (SEE
o „ NOTE D BEDROOM i_C 1
ASSESSORS MAP 36, PARCEL W3
Q. o G - �+ -'' ���NG� L --- 1 RESERVE AREA
FLOOD ZONES B AND C, PANEL 250015 0006 D
1 11 a EXISTIN _._. o.F. AT
c EL. 16.02 15 )B5
S.F• � 14.97
mA, 1aaOUING 10' '`'S 1 - (4) PROPOSED FLOW.
gUIL FIR 1000 ?p, 4 - \\ o -I DIFFUSORS WITH 2'
oTRAP GREASE �0-0 0 o�"A 00 00a �OF STONE ALL AROUND - SEPTIC DESIGN: (NO GARBAGE DISPOSAL ALLOWED).
L // 19 00 0 ° o �. HOUSE: 2 BEDROOMS (110 GPD) = 220 GPD
-TO.F- AT EL. ,s. 0 15.42 '00�Qo> ;o°� 09°.n9 - -_ STORE: 1600 S.F. (5 GAL./100 S.F.) = 80 GPD
TAKE 11 1150 GPD
.'3 i TOTALOUT DESIGNLIFLOW: 450 GPD
1� 12
FLOOR PROP, 1500�r EXISTING CESSPOOLS
TO
T,.1 FIRST 1718 GAL. SEPTIC _.--X-.__. _._-.-- ,�.....rx SEPTIC TANK: 450 GPD (1.5) = 675 GALLONS
1, A7 EL TANK x q X--� D
218 31 / USE A 1500 GALLON SEPTIC TANK
m I LEACHING_
pARCEL W16 k
c.'.
SIDES: 2(36+8) (.96') (2.5) = 211.2 GPD
PARCEL W2 BOTTOM: (36'*8') (1.0) = 288 GPD
U , KEY TOTAL 372.5 S.F. 499.2 GPD
USE (4) PRECAST 8x4' FLOW DIFFUSORS WITH 2'
NOTE: PLUMBING IS TO BE RAISED AND HOUSE T.O.F. AT ELEV. 16.02 EXIST. CONTOUR --- I5 '- - OF STONE ALL AROUND
KITCHEN AND BATHROOM FLOW EXIST FE�'CF
ARE TO BE SEPARATED - ------ - - -
EXIST. WA -ER -_1NE w -w-
SEPTIC PROFILE- - -- ExlsnNc HOME EXIST. GAS LINE -c-----c----- y
2X SLOPE SEPTIC INVERT AT
EXIST. ELEV. 32.50 TEST HOLE LOGS
(NOT TO SCALE) - ELEV. 13.9{
PROP. KITCHEN STORE T.O.F. ELEV. 16.19 qlV'OF
*CONTRACTOR TO VERIFY LOCA710N ENGINEER: JAMES C. JODICE
FLOW INVERT BRING FRN'1Es /WD cWERS To FlNISH GRADE AND ELEVATION OF ALL EXISIING WITNESS: AMY VON HONE
SEPTIC PIPES BRING COVERS TO Y71TH'N
ELEV. 13.95 CHEAXY pvTYC^ST IRONS 1' OF FINISH GRADE DATE: MAY 18, 1994
PROP. BATH. ��/ f (EL. 15.5) MINIER OVER PRECAST 11 I/ f PERC. RATE _ < 2 MIN/INCH
FLOW INVERT (EL. 15.0)
ELEV. 13.91 -��-
(1-110 LOADING) - ..
(1110 LOADING) T �1
F-V
XSLOPE IAY PIPE LEVEL V PERVIOUS GEOTEXTILE FABRIC 17. SLOPE -
1% SLOPE (HlO D85) OR FIRST 2' TO BE PACED OVER 2" OF 0' EL_14.97 WELL DATA.
PROPOSED r 2' OF PEASTCN PEA5TOIJE TOP AND MIW 29
.1000 GALLON 13_ 31_ I //r SUBSOIL ZONE A
m 13.57 GREASE TRAP �'' PROPOSED 1500 I � iR SLOPE II 1 EL 12.34 DATUM: 7.0'
AcPPR X +. GALLON SEPTIC 12.98 -�'' o� o \ o o n 0 0 0` 1.5' EL 13.47 ADJ. = 0.87'
LS 13.23 r .0 00000 - oao�o' FINE
< ' TANK (HID) 12.13 LL��1'.9. -_ 00 o J�_<o�o �o-o n n r' o �ou�o"o EL 10.84 BROWN
DEPTH OF FLOW = 4' \2' 32' 2' 3.5' SAND EL ,1.47
TEE SIZES:
INLET DEPTH 10' 11.:0 3� 1 ORANGE
OUTLET DEPTH = 34" DEPTH OF FLOW 4' \ - I 4• MED.
TEE SIZES:
INLET DEPTH - lCr \ I 4.5' SAND EL. 10.47
*CONTRACTOR TO VERIFY LOCATION 2% SLOPE OUTLET DEPTH = 19' �3/4' TO 1-1/Y Ii WHITE
AND ELEVATION OF ALL EXISTING - WASHEL` 5�Ot1E A7.1u E4_WATER AT'L. 6.84 FINE
SAND,
SEPTIC PIPES _ WITH
LEACHING SILT ADJUSTED WATER
FOUNDATION 19' GREASE TRAP 9' SEPTIC TANK 85' D' BOX 16' - AT ELEV. 6.84
• FACILITY 9, OBSERVED WATERAT ---i
10' ELE. 5.97 .W- Q h
NOTES: MED. EL 4 97 m_-3
off 508-362-4541 SAND
fox 508 362-9680 1. DATUM ASSUMED FROM DENNIS QUAD MAP. 1r EL. 3.97o
2. MUNICIPAL WATER IS AVAILABLE L r O
I PITCH TO BE 1 PER FT.
3. MINIMUM PPE ICH 8
4. DESIGN LOADING FOR PRECAST UNITS TO BE AAS -10-1110. n - `
down Cape engineering, inc. 5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC UPGRADE PLAN
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE V ITH MASS. 17N)
CIVIL ENGINEERS ENVIRONMENTAL CODE TITLE V. FOR EXISTING BUILDINGS AT 46 SOUTH ST. IN THE TOWN OF:
7. THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED rF.�T YARMOUTH,
LAND SURVEYORS FOR LOT LINE STAKING. (SOUTH): 1 1 ARMO V 111, MA
8. SCHEDULE 40-4" PVC PIPE TO BE USED FOR SEPTIC SYSTEM.
93s main st. armouth, ma 9. D'BOX TO BE WATER TESTED FOR LEVELNESS.
y 10. EXISTING WATER LINE TO BE SLEEVED IF IT IS LESS THAN 10' PREPARED FOR:
FROM PROPOSED GREASE TRAP. T
3,� 11. CONTRACTOR TO VERIFY LOCATION OF ALL SITE JTILITIES PRIOR LORI
NG S. M i E 1 1r71r�
E
TO ANY EXCAVATION.
20 0 20 40 60 Feet
BOARD OF HRALTH
^II
CIVIL YARMOUTH
J7 t. o. Sae o 119Q MA SCALE: 1"=20' DATE: JUNE 6, 1994
y r�'/.•./
APPROVED DATE REV: TuLy I v-, '774-
'A
v4 'd%i'N LA, J V DATE
94-166°`