HomeMy WebLinkAbout35 Pollock Rip Road - Proposed Septic DesignTOP OF FOUNDATION
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SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
.SOIL TES
DATE OF SOIL TEST SEPT. 19- 1696
SOIL TEST DONE BY aff-ETSFR ENGINEERING
CLEAN SAND WITNESSED BY P HRYANIQN
{ OBSERVATION HOLE 2 ELEV.= ` o
LOAM A.►�D SEES (����L_��.'.'f.T{ON HOLE 1 ELEv.= �-
S
FEhCOL%.TION RATE MN./INCH AT INCfiE
2' LAYER OFDEPTH HORIZ TEXTURE COLOR MOTT. OTHER
1/8 TO 1/2
• �Ef'i4t tiORIZ TEXTU7COCO-R OTHER
WASHED STONE T r
.� VENT I S OH Mn LON A' y lo` -1/1
NOT REQUIRED In-�r L7l �'} 0-7 0 5 4A01 CU. FT. OF I SA 1-1 CONCRETE ,_ _.-ML/ANCHOR i ," 'D y- , ,�vH Ak? : g�,�Ms r eau
Ips I : r ELEV. a v . -
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INFILTRATORS WITH STONE IN AN 7 <
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11' X 34' X 10' TRENCH FORMATION > J.AJD WATER ENCOUNTERED AT � ELEV. .RPTION � N.ELLda _ �llb'��`''1Ti=R ENCOUNTERED. A7 ��. ELEV.
SOIL ABSORPTION ZONE
SYSTEM (SAS) INDEX '
ADJUST_ LEGEND: DESIGN CALCULATIONS
7 EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS —NO
---
USGS PROBABLE WATER TABLE ELEV. _ - EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT --—
OBSERVED WATER TABLE ( / / ) ELEV. _ - FINAL SPOT ELEVATIONAo
. (-u--O �� TOTAL ESTIMATED FLOW
BOTTOM OF TEST HOLE ELEV. A % '� FINAL CONTOUR GAL R. AY X 3 BR.) 330 GAL/DAY
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY 660 GAL
UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK I GAL
,� .� SOIL CLASSIFICATION
O HWBAS N W (I% W DESIGN PERCOLATION RATE S . 4 MIN./IN.
G\'� EFFLUENT LOADING RATE -_4 Z- GAL/DAY/S.F.
LEACHING AREA X49.0 SQ. FT'
GAS UNE
(11X34)+(45XZX10/12)
LEACHING CAPACITY (AREA X RATE) 332.26 GAL/DAY
449.0 X 0.74
RESERVE LEACHING. CAPACITY 332.26 GAL /DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
t� TITLE 5 AND THE TOWN OF YARMOUTH RULES AND
O REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
t" I2 AH
WITH NO6'ROFTFI SHED GRADE.O SANITARY ITS SHALL BE BROUGHT TO
(t �-- 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
U L I USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
(r �� 'f OU i r;' } 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
Fc% �tLtA IZ7 cJ`' BE MORTARED IN PLACE.
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5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOVrJ ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-800-322-4844 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.
8. PARCEL IS IN FLOOD ZONE C.
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
10. SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE SET ON A 6' BED
OF 3/4' TO 1 1/2- STONE OR ON MECHANICALLY COMPACTED
NATURALLY OCCURRING SAND.
APPROVED: BOARD OF HEALTH
DATE
AGENT
PROPOSED SEPTIC DESIGN
FOR
DAVENPORT REALTY TRUST
OJECT,LOCATION LOT
-e3.5 POLLOCK RIP RD., S.Y
SWEETSER ENGINJ✓ERIN(r
235 GREAT WESTERN ROAD
398-3922 SOUTH DENNIS MASS. 02660
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\REVISED JOB NO. 3850-- /
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REGIONAL (_
LOCATION MAP REVISED SHEET 1 OF 1
1- - 01996 SWEETSER ENGINEER