HomeMy WebLinkAbout16 Victory Lane - Septic Design 2DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-7
c �n cn yr
LOAMY SAND
10YR3/1 NO
2 50
7-24
8
LOAMY SAND
1
1/8" TO 1/2"
24-120
C
4" CAST IRON PIPE
2.5Y7/4
35-60
C2
101.03 IA WASHED STONE
VENT
t
(OR
(OR EQUAL) MINIMUM
C3
FINE SAND
JOB No- 5965-00
TIGHT &
8.78 MIN.
PITCH 1/4' PER FT,
COMPACTED
- LOCATION MAP
REV.
z
ELEV.
97.53
ELEV.- RR 771�
UN
98.03 m
Q@ 20 P
ELEV. ,c 98.75
SLAB ELEV. _
MN
1.
p
oeo 10' 0
+@3Z�
ELEV. _ _93_50
LEVOEL
6' Slum
o o ELEV.
96.70
_ ---
i
Q2
DISI
2 HIGH
�ELEVj�ZSL_
(�{BUTION
STONE INFIANRATORS
1 tLTpAyO�'� BOx
�I��1
11' X 24' X 1W TRENCH FORVATION
(TO
BE PLACED ON FIRM BASE)
V.
7Cp
(TO BE WATER TESTED
-gnll ARgnizp- ICIN b.07
L
DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-7
Ap
LOAMY SAND
10YR3/1 NO
ROOTS
7-24
8
LOAMY SAND
10YR8/6
ROOTS
24-120
C
MEDIUM SAND
2.5Y7/4
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-6
A/'E
MEDIUM SAND
10YR8/2
NO ROOTS
6-21
B
LOAMY SAND
10YR6/
ROOTS
1-35
Cl -
MEDIUM SAND
2.5Y8/2
35-60
C2
LOAMY SAND
2.5Y6/3.
0-12d
C3
FINE SAND
JOB No- 5965-00
TIGHT &
COMPACTED
ELEv. _
-- - --- -
SINGULAR
UV "THE DISINFECTOR" INC. 97.53 SYSTEM SAS i V mt LSD WATER ENCOUNTERED AT 95" ELEV. _ -M.g3 r-"' WATER ENCOUNTERED AT '- T19' ELEV. _X8993 `
PLANT (OR EQUAL) t
SAMPLE CATCH AND ELEV. _ �9, 2D
RECIRCULATING
� A f l USGS PROBABLE WATER TABLE ELEV. _
f RECIRC�UL TING PUMP 3/4' TO 1 1/2" CLEAN OBSERVED WATER TABLE (6/24/04) ELEV. _ --"s3 WELL MIW DESIGN CALCULATIONS
SEWAGE DISPOSAL, sSYSTEM PROFILE DOUBLE WASHED STONE BOTTOM OF TEST HOLE ELEV. _ �7z60 ZONE A
FREE OF FINES &SILT 'INDEX 8.3_ NUMBER OF BEDROOMS �2_
NOT CALE ADJUST 1.7 GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATEDLOW
(110 GAL/bAY/BR. X 2 BR.) _2.20 GAL./DAY '
REQUIRED SEPTIC TANK CAPACITY 4_49- GAL. .
ACTUAL SIZE OF SEPTIC TANK -M GAL
SOIL CLASSIFICATION I _1 --
DESIGN PERCOLATION RATE <¢_ MIN./IN.
EFFLUENT LOADING RATE -.0 j -f- GAL/DAY/S.F.
LEACHING AREA -42233 SQ. FT.
LEAiCHING CAPACITY (AREA X RATE) •238.2 GAL:/DAY
32233 X 0.74
14. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: RESERVE LEACHING CAPACITY •238.32 GAL/DAY
A. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE.
B. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION. NOTES:
C. SOIL ABSORPTION SYSTEM LESS THAN 100' FROM WETLAND:
D. RESERVE AREA LESS THAN 10' FROM LOT LINE. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
E. RESERVE AREA LESS THAN 20' FROM FOUNDATION. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
F. RESERVE AREA LESS THAN 100' FROM WETLAND. THE SUBSURFACE DISPOSAL OF SEWAGE.
G. SEPTIC TANK LESS THAN 100' FROM WETLAND. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
- WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF, THE SANITARY SYSTEM SHALL BE CAPBLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
�p 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
63• . 97.7 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4, ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
T -
�_ L OT E� � ,....�,,. � ... _ . .....�_.:.. .. , ?ti_ut) f}O?FaAA �1DAT1f-1k HAS 4?cfN 9AAD�'.:AS TO C`l)FJPf f4Nf'!-'V�1Sr-
N PLACE.
oro T4FA11tENT1 '�"\ `"` DEEDED OR ZONING REGULATIONS. OWNER APPLICANT 1S TO
OEL 9£CDN 1 By OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
�.\fiECIkCU1 ZINGMP { 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
\AND SA PLE, ATC 97.9 IS TO CALL 'DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
I°h 1 PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
15:85' �I o EXISANC SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
OWEZLlNC IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
50.00' r' 0 F�L R o 98.9 IMMEDIATELY.
112.99 ( W 1 i '` I 0 8. PARCEL IS IN FLOOD ZONES 8 & C
d0. Ok- AS PARCEL 220
97. 88 9. LOT IS SHOWN ON O
p 10. ALL UNSUITABLE MATERIAL SHALL BE RSMAP REMOVED FROM UNDER AND FOR
I / t I`. / a p SOIL
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
11 / 93.7697 00' d 6.4
WETLAND o P. 5.7s 0. X WITH SAND AS SPECIFIED 1N 310 CMR 15.255:(3).
o- cARA ///� 11. GUTTERS, DOWNSPOUTS, AND DRYWELLS REQUIRED.
97 D BUFFER ;N� e --
f
yam. 4ZNCr •tT/ Oc,. 12. ALL DISTURBED AREAS ARE TO HE REVEGETATED.
13. ORK P
J H 0 BE LACED PRIOR TO ANY EXCAVATION
t /�,5� �r� otic HAYHALE W OMIT IS f
ML VINYL «,C C i� �^A ON SITE.
0 `. 9U� i1P: I..
j
oo, si SctJo.1C45�
\ 9 - APPROVED: BOARD OF HEALTH
LOT AREA
I
11, 381.6 94. /1E�
UPLAND 3SF 89.317,3101
DATE
AGENT --L- S.F. 97.9g,
I WETLAND
6,0755 f S, F. %r 1 50' • {
-i �WE7LAND \
/
BVW 4 BUfFER
� f �
1
0
vtvArnw= rozao'
186• j/ it I 100.5
f
4k 96.5 , j
4 j / BVW s
QS 96:2 / (� 4
I / BVW 6 / R
LEGEND: / __(g6)--�� / iC�oi %
EXISTING SPOT ELEVATION 00,0
r EXISTING CONTOUR ----00---
FINAL SPOT ELEVATION �0. +'35.7 -/
F FINAL CONTOUR-
SOIL TEST LOCATION
UTILITY POLE -0- ® 95.7
TOWN WATER WWW BVW J
CATCH BASIN fa�
GAS LINE
i CLEAN OUT
CESSPOOL C.P. C. `S8IPROJ{5965-00Idwpti5965-sbS.DKG 02004 SW'EETSER ENGINEERING
LOCUS
CLO\ z
0�� 28 30
Q
PROPOSED SEPTIC DESIGN
T110HASFOCOPJMLLY
LOCATION 16 VICTORY LAM
SOUTH' YAMAOUTH, HA
235 GREAT WESTERN ROAD
508- P. 0. SOX 713
SOTH DENNIS, MASS.
U
398-3922 02660
DATESEPT. 8, 2004
SCALE _ 20'
REV. OCT, 51 2004
JOB No- 5965-00
- LOCATION MAP
REV.
SHEET 1 OF 1
CESSPOOL C.P. C. `S8IPROJ{5965-00Idwpti5965-sbS.DKG 02004 SW'EETSER ENGINEERING