HomeMy WebLinkAbout16 Midstream Drive - Proposed Septic Design 2�._.. _ iI
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DFr a sot TET M<r e zp
EYSOL TEST DONE
S
�H=� 1`zEi_E"-tisERiNG �
20 MINb!M ? CRAY' SF ACE
FT. MIN1M9Ui'CWTNESSE^ BY �GPN-tN`=_
0Uc SLAE
LOAM AND SEED --
TATION
FT. MINIMUM INSPECTION PORT OrSERVA'nON DOLE t ELEV..
SMIGULAIR d 24' MANHQE CLEAN SAND ^ MIN. NCH AT `1 INCHES
24COAER OE TREATMENT PLANT COVERS 2" LAYER OF PERCOLATION RATE �C /
�MODEt 460 DN 4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/6" PER Fi. 1/6' TO 1/2' DEPTH HORIZ TEXTURE IGOLQR MOTT. OTHER
WASHED STONE t0YR6/1 NO ROOTS
l
106.4 MAX. OR FILTER FABRIC VENT 0-9" A/E LOAMY SAND
104.15 MIN. NOT REQUIRED 10YR5 6 ROOTS .
9-33" B LOAMY SAND /
AST IRON PIPE z 33-120" C1 MEDIUM/COARSE Sm D 2.5Y7/4
EQUAL) MINIMUM
H i/4 PER FT. lOW °
LtNE`J 103.40
° 96.0
2 0 ° ° 120" EEV.
ELEV. = 7'� 10'� / LEVEL ° °� `'' € L= ° ° ELEV. 102'07 NO WATER ENCOUNTERED A'Tc
M.N.W ELEV. = 6' SUMP ELEV. = 103.03 OBSERVATION TION HOLE Z EEV.= 106.4
. .104,00 103 20 3 HIGH CAPACITY INFILTRATORS
ELEV, _ _ _LE V. p TI WITH STONE IN AWELL
DISTRIBUTION ION ELEV. = 10.5' X 25 X 10' TRENCH FORMATION 5 6.67 ONE�L—
qz:_ OOO 1n INDEX DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
(TO.BE PLACED ON FIRM BASE) BOX SOIL ABS l P 11ON ADJUST p -g' A/E LOAMY SAND IOYR6/1 NO ROOTS
(TO BE WATER TESTED \) ROOTS
SINGULAIRTREA' TREATMENT
DOUBLE 1 1/2' GS�TONE S��M SAS 9-28" B LOAMY SAND 2.5y7 /6
PLANT , c T FREE OF FINES & SILT 28-132' Ci MEDIUM/COARSE SAND 2.5Y7/4
SAMPLE CATCH CH AND USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE(Of TEST HOLE E EV. _ _ 90
RECIRCULATING PUMP BOTTOMNO WATER ENCOUNTERED AT 132' ELEV. _ 95.4
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE 1+ NOTES:
DESIGN CALCULATIONS IONS 2 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
NUMBER OF BEDROOMS --�- TITLE 5 AND THE TOWNS RUES AND REGULATIONS FOR
GARBAGE DISPOSAL UNIT THE SUBSURFACE DISPOSAL OF SEWAGE.
0712 TOTAL ESTMAT S FLOW -�� GAL/DAY 2• ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
( 110 GAL/BR./DAY X — ) ALL C 6' OF FINISHED GRADE.
REQUIRED SEPTIC TANK CAPACITY 10.- GAL 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL E OR WITH OF
ACTUAL SIZE OF SEPTIC TANK 1500 GAL. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
SOIL CLASSIFICATION -- (— 10 FT. OF DRIVES OR PARKING AREAS, ES O LOADING SHALL BE
107 DESIGN PERCOLATION RATE <_j MIN./IN. USED UNDER OR W II 10 FT. OF DRIVES OR .PARKING AREAS.
_ GAL/DAY/S.F. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
EFFLUENT LOADING RATE 321,66 SQ. FT. BE MORTARED IN PLACE -
LEACHING AREA 5. NO DETERMINATION HAS BEEN MP.DE AS TO COMPLIANCE WITH
(10.5X25)+(35.5X2X10/1E _2 GAL/DAY DEEDED OR ZONING REGULATIONS. OWNER/ APPLICANT IS TO
12650 / LEACHING CAPACITY X 074(AREA %RATE) OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
106.25 RESERVE LEACHING CAPACITY GAL./DAY 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
SOO PRIOR TO COMMENCING WORK ON SITE
RESER 1 0. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
L2 / SITE CONDITIONS PRIOR TO COMMENCING WORK ON SiTE: ANY VARIATION
1 01 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
1
SOIL / IMMEDIATELY. C
SAMPLE CATCH AND �' IV \ J
B. PARCEL IS M FLOOD ZONE 101 AS PARCEL 78
RECIRCULATING PUMP BOX 9. LOT IS SHOWN) ON ASSESSORS MAP
06.01 tD 11 PARCEL IS INSIDE A ZONE 2 IR A PUBLIC WATER SUPPLY.
I,. �.. 11. A DEED RESTRICTION IS REQUIRED LIMITING DWELLING TO TWO BEDROOMS.
SINGULAIR TREATMENT \ / •�
PLANT MODEL TREATMENT
TE 2 105.08 12. SITING APPROVAL t5 REQUIRED FOR USE OF IIA TECHNOLOGY.
106 13. THE INSTALLER IS TQ GIVE THE ENGINEER A MINIMUM Or 46 HOUPE
\ (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBEP. BELOv`
"m�_;H_
Depz�t^�cr'APPROYr-DIle
'F ;\ �✓ / 1 s.r \ 9` '. , r; S u' 11
D: aRD OF�� 9E Ol_ l t
"A ,0 .9 / / (r *c / AGENT
DATE
Fr ---
PROPOSED SEPTIC DESIGNFOR00.99 . j CONSTRUCTION�rTM01.07$ Loy v� �O PROJECT LOLOT
A �(
j "� 16 MIDSTREAM DRIVE, S. Y.
SDs 1''EETSER ENGn'G
kL RFgM a5' ' 235 GREAT WESTERN ROAD
X251 GREAT WESTERN Cgpf ^508 '^ SOUTH DENNIS,�MASS. 02660
ID:
SPOT ELEVATION 00,0
CONTOUR ----00----
)T ELEVATION 00
4TOUR 00 9
LOCATION
OLE --0-
TER 6 W 7 \ W
4SIN
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JT C.O.
C.P. C)
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DATE MAY 15, 2047
REV. AUG.; 1, 2007 JOB No. 6533-00
- EQ--� SHEET 1 OF 1
LOCATION MAP r -
,_, «.: ..w, r nur. a 9007 SW'EETSER ENGINEERING
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