HomeMy WebLinkAbout9 Doves Wing Road Proposed Septic DesignSOIL TEST
DATE OF SOIL TEST SEPTEMBER 13 2005
SOIL TEST DONE BY SW'EET5_ER�INE RING
WITNESSED BY A. VON HONE_=
SERVATION HOLE 1 ELEV.= 31.3 OBSERVATION HOLE 2 ELEV.= 30.9
PERCOLATION RATE < 2 MIN./INCH AT 108 INCHES
DEPTH
HORIZ
I TEXTURE
COLOR MOTT. OTHER
MOTT.
0 6'
A
LOAMY SAND
10YR6/1 NO ROOTS
SAND
6x29'
B
LOAMY SAND
t0YR6/4
B
2r-96"
Cl
MEDIUM SAND
2.5Y7/3
SWEMM? UENG ROADFJ
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
G-1"
9 20
C2
LOAMY SAND
10YR8/2 - VERY SILTY
2.5Y7/3
TOP OF FOUNDATION
ELEV. = 35.OG
DEPTH
HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
0-8"
A
LOAMY
SAND
10YR6/1
NO
ROOTS
8-25"
B
LOAMY
SAND
10YR6/4
SWEMM? UENG ROADFJ
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
25-57"
Cl
MEDIUM
SAND
2.5Y7/3
scALe 1" = 20'
57-84"
C2
LOAMY
SAND
10YR8/2
VERIGATED
84-144"
C3
MEDIUM
SAND
2.5Y7/4
44" C3 MEDIUM SAND 2.5Y7/2 NO WATER ENCOUNTERED AT 144" ELEV. m 18.9
VATER ENCOUNTERED AT 144' ELEV. 19.3
// I I � 1 3112 6Bsg.
/ I
311`.
1 •
Io• 35.0
I
I
I27 32.8
UFO (0
I �0
O
II );
I II .9
Lit l5, 1.6 1 \
of \�30.
A I
• 32.9
52. 7�,
3.75
SLAB ELEV. =
10 FT. MINIMUM
24' MANHOLE
COVER
4" CAST IRON PIPE
(OR _QUAL) MINIMUM
PITCH 1/4" PER FT.
-ELEV.
EL EV.
1
l
33.0 ` EwAGE
IIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIML!M FROM SLAB
-SINGULAIR () 24" MANHOLE
TREATMENT /MODEL 960 ON PLANT COVERS
/�4 SCHEDULE 40 PVC PIPE
/ \ MIN. PITCH 1/8" PER FT.
TEE
432.75MA
N SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8' TO 1/2"
WASHED STONI
OR FILTER FAE
30.50 MIN.
z29.75
T7
v,
VENT
NOT REQUIRED
❑❑❑❑❑O❑❑❑❑❑
0 0 T2' 10'� 2'D"
MIN. LEVEL o °ELEV. = 6" SUMP -ELEV. _ _29•� DISTRIBUTION ELEV. o°° ❑❑ ❑❑❑❑❑❑ ❑❑❑ 27.00_ _
(TO BE P4ACED ON FIRM BASE) BOX 2 500 GALLON GALLEYS WITH
SINGU IR TREATMENT (TO BE WATER TESTED) STONE IN AN
PLANT 13' X 25 X 2' TRENCH FORMATION 9 14,70
SAMPLE CATCH AND
3/4" B EO WASHED STONE SOIL ABSORPTION to
RECIRCULATING PUMP FREE OF FINES & SILT SYSTEM SAS
SQOSAL ISYSTEM PROFILE OBSERVED
PROBABLE WATER TABLE ELEV. _ 230
1
NOT T SCALE OBSERVED WATER TABLE (9/13/05) ELEV. = - 9.50 _ TEST HOLE 2, LOT 9
BOTTOM OF TEST HOLE ELEV. - 38.9
WELL A1W 230
DESIGN CALCULATIONS ZONE C
NUMBER OF BEDROOMS 3 INDEX 23.3
GARBAGE DISPOSAL UNIT __FTtf ADJUST_
TOTAL ESTIMATED FLOW
( 110 GAL./BR./DAY X _1_ BR.) _0_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _1485._ GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE SteMIN./IN.
EFFLUENT LOADING RATE D,74_ GAL./DAY/S.F.
>3 O' LEACHING AREA 477.00 SQ. FT.
SOIL <. (13X25)+(38X2X2)
1 TEST - LEACHING CAPACITY (AREA X RATE) -35MB GAL./DAY
SAMPLE% 477.00 X 0.74
CATCH D. u / RESERVE LEACHING CAPACITY 352.8@ GAL./DAY
Box o NOTES:
SINGULAIR
TREATMEN'
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2 /1 / / 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
F ( 3. Al_'_ COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
1^ \ \ WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
;0 FT. OF DRIVES OR PARKING AREAS. H-20.LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
Ln , .4 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
ryy ` 1 1 BE MORTARED IN PLACE.
_ / m 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
• 30.6 1 / �_ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
PORCH ' m. a,
(NOV) _, N
\ N
PROPOSE WELLING i
6 J OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
n1 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- tS-T"ERIFY`CRADES-AND-ELEVATIONS-AS-WELL -AS SITE
- N - CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO
3 BEDH�JO S ` ! BE BROUGHT TO THE ATTENTION QF THE DESIGN ENGINEER IMMEDIATELY.
'I I 3.0 �(32)_ _ _ 1 8. PARCEL IS IN FLOOD ZONE ___
! 1 9. LOT IS SHOWN ON ASSESSORS MAP �� _ AS PARCEL10
(J �' _ 10 10. THE INSTALLER IS TO GIVE THE ENGINEER, A MINIMUM OF 48 HOURS
EXJ,5 TING yid/ 1
_ CO/ /HIDA T/OnI 1 \ $$ p �- --- L 1-? I �.• tyI OF MAS (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
/ CJ(V \ \ \ 1 LOT 15 t 11. A VARIANCE OF 6.5' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE
S �� LESS THAN 2' ABOVE THE HIGH POINT IN ROAD (NON -ACCESS WEST
19, 650 f S F. r c . rCI =° T M GREAT WESTERN ROAD).
38.3 �'� I °
38.3 �� G 1 v" H u
L _ y1vJ R .97 / APPROVED: BOARD OF H
DECK 1 / \
37.5
C.[
1 - MITA
38.133.6
o
_ \'
D. CATCH PLE• 351NG IR 9T ✓.� \
BOX TREAIL T PLANT \
SOIL VA ,
RESERVE SAS TEST 1 \ \\ \� �0% 16
M r! \ \ 21, 302 S F.
J V=NT_= =00 / \ $TEST 2 \' \} 36.6 \\� r 37.9
uOVERDIG
• 42.7
I _X38.9
IER
/JCpQ' ` 42.0
LEGEND: / / -Z_
EXISTI P sav Et wrroN 00"0
1i � `
EXIS NG CONTOUR ----00---- / _� L-
142 BB
FINA64SPOT ELEVATION D0.0
FINALCBNT@lt00 VJ/ I j »-4&3- 10= ccs` n,i£kv"
SOIL TEST LOCATION i® _ ,, C
UTILITY POLE �TEQn / / (N,'w
TOWN WATER -W�W
CATCH BASIN
GAS LINE 4l fL l
CLEAN OUT -^C.O. - -�
DATE AGENT® 04 _
?O✓l6250-001d»g 16250-00SASDWG 02009 SWEETSER ENGINEERING
LOCUS ?LOC.
G
7
N
Oki T
�FSTF
ROUZE 6
PROPOSED SEPTIC DE NQ
FOR -'
DAVCO BUILDERS, ` _
LOT 15 - 9 DOVE'S
WING ROAD, ';YARMOUTH
SWEMM? UENG ROADFJ
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE NOV. 17, 2009
scALe 1" = 20'
REv. DEC. 14, 2009
F7e No. 6250-15
LOCATION MAP
i REV.
SHEET 1 OF 1
?O✓l6250-001d»g 16250-00SASDWG 02009 SWEETSER ENGINEERING