83-1734 - Septic DesignDEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-7
1/8" TO 1/2^
LOAMY SAND
10YR4/2 NO
7-16
^ MA
LOAMY SAND
10YR5/8
WASHED STONE
15.OS MAX
Cl
COARSE SAND
10YR7/6
5.30 4" CAST IRON PIPE
34-132
C2
MEDIUM SAND
10YR7/6
12.80 MIN.
NOTTREQUIRED
REVISED
(OR EQUAL MINIMUM
SHEET 1 OF 1;
LOCATION MAP
REVISED
PITCH 1/4 PER FT.
.''.
FLOW UNE.
12.05
ELEV.
ELEV 12.30
_ 10"
_T
❑❑❑❑❑0❑❑❑❑❑
----
SLAB ELEV. _ 10.10
MIN.
MIN.
_
11.80 LEVEL
°o °
o " ❑ ❑ O ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ° ° °
o
40 ML
r___ ELEV. r _1g4�
GAS
BAFFLE
ELEV. m
11,77 6�^pSUMP ELEVA.'
_�' 11.60
0 0 2'
❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ ❑ ❑
VINYL
LINER
.
e 0 c
DISTRIBUTION
ELEV. _
o °
❑❑❑C)❑CD❑017❑❑
9.30 -
'
LIQUID - . OUTLET '^
BOX -
o ° e o ELEV.
_
'
(TO BE PLACED ON FIRM BASE}
3 500 GALLON GALLEYS WITH
8 10
DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-7
A
LOAMY SAND
10YR4/2 NO
7-16
B
LOAMY SAND
10YR5/8
16-34
Cl
COARSE SAND
10YR7/6
SP)ZMER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
34-132
C2
MEDIUM SAND
10YR7/6
4FEET 14 INCHES TO BE WATER TESTED
5 FEET 19 INCHES 150p GALLON IF MORE THAN ONE OUTLET STONE IN AN ELEV.-
6 FEET Z24 INCHES WATER ENCOUNTERED AT _120_ ` ELEV. _ -_2 S1_
7 FEET 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) 13' X 33^ X 2 TRENCH FORMATION WELL `IAIW
8 FEET •00 ZONE A
„ 3/4 TO 1 1/2" CLEAN SOIL ABSORPTION INDEX 9.2
FOUBLE WASHED
REE OF FINES & SIILTE SYSTEM (SAS)ADJUST 2-3 DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. _ 4.3- NUMBER OF BEDROOMS 4 _
SEVIAOE . DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (11/23/04) ELEV. _ _ 2 S1v GARBAGE DISPOSAL UNIT NQ_
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ TOTAL ESTIMATED FLOW
110 REQUIRED SEPTIC TANK CAPACI ER.) Q_ GAL
�AY
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
}< SOIL CLASSIFICATION
14. VARIANCES TO TITLE 5 AND YARMOUTH REGULAT10NSi DESIGN PERCOLATION RATE 5-k_.. MIN./IN.
EFFLUENT LOADING RATE -DI4_ GAL/DAY/S.F.
A. SOIL ABSORPTION SYSTEM LESS THAN 10 FROM LOT LINE.
LEACHING AREA' 813.00 SQ. FT.
1 B. SOIL ABSORPTION SYSTEM LESS THAN YO' FROM FOUNDATION. (I3X33)}(46X2)
/ C. SOIL ABSORPTION SYSTEM LESS THAN 100' FROM WETLAND. LEACHING CAPACITY (AREA X RATE) A02 GAL/DAY
p D. NO RESERVE AREA. _ $13.00 X 0.74
p0 FACE OF
J
EXISANGRESERVE LEACHING CAPACITY AQM- GAL/DAY
p• '
'4.3 DWELL/NG
NOTES:
/ - 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO'D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
/t,THE .SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
I WITHIN 6" OF FINISHED GRADE.
6'0
0 13.2 _ Lor 155 &- 156 - - 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF .
�7 9,017.4 i S.F. WITHSTANDING H -IO LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
150P GALLON
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
SEVC TANKB 6 BE MORTARED IN PLACE.
.- Q�pUMIT OF , f , /
"- 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
LEGEND:
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR ----00 --
FINAL SPOT ELEVATION 00.0 '
FINAL CONTOUR- QQ ---
SOIL TEST LOCATION
UTILITY POLE
TOWN WATER WWW
CATCH BASIN®�
GAS UNE
CLEAN OUTCom,
CESSPOOL . C.P. Q
0
B f 1
A/ t
/ �✓ 4.5
evw 3
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. IC & Al2 10.0)
8. PARCEL IS N FLOOD ZONES _____
9. LOT IS SHOWN ON ASSESSORS MAP �8 AS PARCEL 120
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:{3).
11. EXISTING STRUCTURES, UTILITIES, SEPTICS, AND DRIVEWAY ARE TO
BE REMOVED AND REPLACED WITH NEW AS SHOWN.
12. ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED.
13. SEPTIC TANK IS TO BE A 'MONO" TANK.
APPROVED: BOARD OF HEALTH
DATE AGENT.
0
WEST YARMOUTH, M
ALBION RD.
41 .4 K'LLow CARLETON
m l�
o ti Z
0 t ST.
RAILWAY BLUFFS
PROPOSED SEPTIC DESIGN
FOR
NANTUCKET SOUND NOHME: TRUST-
PROJECT LOCATION
LOCATONTn}S155 O 156
W.Y.
22 WGHTTAATD STREET,W
SP)ZMER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE OCT. 4, 2005
SCALECD
r7` N0. 2689-00
REVISED
SHEET 1 OF 1;
LOCATION MAP
REVISED
0