HomeMy WebLinkAbout32 Pollock Rip Road - Proposed Septic Design'OP OF FOUNDATION
.IV. -. �p �..� 10 FT. MINIMUM
"-,A4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4 PER FT.
ELEV. - 1
i ELEV.
FEET
6 RET
24
8 FEET
34
20 FT. MINIMUM FROM CELLAR
10 FT. MINIM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS ;74' SCHEDULE 40 PVC PIPE
7- MIN. PITCH 1/8• PER FT.
FLOW LINE
-TM N. V. �Q�
-T
GAS ELEV. p 60 SU TErLE,,.
1SL=—
BAFFLE, DISTRIBUTION ELE .
BOX
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
(TO BE PLACED ON FIRM BASE)
SEPTIC TANK 3/4• TO 1 1/2`
WASHED STONE
SEWAGE DISPOSoAT sS SYSTEM PROFILE
r i �
64Stv to)
Loc
D
/0
I2
___ _ -- ---- SOIL TEST {
DATE OF SOIL TEST �EP7 t4 ta96 E
SOIL TEST DONE BY FTSFR NGINEEB1ZlG
WITNESSED BY ` ANTON 2 ELEV.- /0f.0
CLEAN SAND oZ�l OBSERVATION HOLE -
OBSERVATION HOLE 1 ELEV.--1—
LOAM AND SEED MIN./INCH AT /-(,,__ INCHES
PERCOLATION RATE ___�� DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
2' LAYER OF DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 4.0A►k
- , 1/8- TO 1/2' I_OA 4y " /D`/RSh
�'1►? J WASHED STONE VENT ' CV 5;1 /O,xSIi D-8 NA S,=�A.ID —
IG(` NOT REQUIRED _ __ _ ___ _ _ - -
-_ 1 Cu. FT. oF` Me D r V�.{ -.. a +U t D+ �H JD SIR 8i+
t CONCRETE/o y" &I �-1
ANCHOR ,.,-I M p _
w 5!e
• l� +� r ro 1�7�L
• 00# i'.�.lTi t 10" ECFV. _ ..
A4E D+04 ,?.5y8i1
✓ INFILTRATORS WITH STONE IN AN
-_
11' X 10' TRENCH FORMATION ,//} t' 9 t' I Jjb WATER ENCOUNTERED
X 34' AT - ELEV.
jn �`�LLL_'!. _ A/ D 'MATER ENCOUNTERED AT ELEV
SOIL ABSORPTION ZONL
SYSTEM (SAS) IljaExI
AD.;UST_ _- LEGEND: DESIGN CALCULATIONS
3
NUMBER OF BEDROOMS NO
EXISTING SPOT ELEVATION 00x0 GARBAGE DISPOSAL UNIT ----
USGS PROBABLE WATER TABLE ELEV. =_____: EXISTING CONTOUR ----00---- TOTAL ESTIMATED FLOW 3 BR) 330 GAL/DAY
OBSERVED WATER TABLE ( / / )ELEV. =. FINAL SPOT ELEVATION 00. (110 GAL/BR./DAY X
BOTTOLi OF TEST HOLE ELEV. -- __c1-- FINAL CONTOUR REQUIRED SEPTIC TANK CAPACITY 660 GAL
SOIL TEST LOCATION ACTUAL SIZE OF SEPTIC TANK I GAL
UTILITY POLE SOIL CLASSIFICATION {
TOWN WATER�W DESIGN PERCOLATION RATE < 5— MIN./IN. E
CATCH BASIN G �/ 0,74 GAL/DAY/S.F. I
GAS UNE - - EFFLUENT LOADING RATE �� Sq FT.
LEACHING AREA
(11X34)+(45X2X10/12) 332.26 GAL/DAY
LEACHING X OPAC CAPACITY (AREA X RATE)
RESERVE LEACHING CAPACITY 332.26 GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
\ TITLE 5 AND THE TOWN OF YARMOUTH RULES AND
SEWAGE
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6. OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
/ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
(� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITYCC.
�.'IiLi iii.J J�j , ti 7• +li.. ."1i'!"i iJ..SYtnl ..:a Ex ,*r.
uT IS TO CALL DIG—SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE
O 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
0 8. PARCEL IS IN FLOOD ZONE C. AS PARCEL
9. LOT IS SHOWN ON ASSESSORS MAP_
10 OF 3/40TTOK1 1/2 ANDDIS 0 STRIBEUTION BOX ARE TO BE SET ON A 6
OR ON MECHANICALLY COMPACTED, BED
NATURALLY OCCURRING SAND.
Cci�
OCT 2 5 199
I H DE
ARD OF H
APPROVED. BO
POvI-OCK Ka
LOCUS
REGIONAL
LOCAHUN {UN Mf\r
DATE AGENT
01996 SWEETSER ENGINEERING
. 1 1