HomeMy WebLinkAboutEngineered Plan - 2000BgNCI MARK
TOR OF FOUND TION 20 FT. MINIMUM FROM CELLAR
ELEY.�� 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
(ASSUMED)
COVERS
4• SCHEDULE 40 PVC PIPE
�U MIN. PITCH 1/8• PER FT.
40. CAST IRON PIPE
0\lA ` (OR EQUAL MINIMUM
PITCH 1 /4 PER FT.
�, q 1� 2 FLOW LINE S 10•
ELEV �
- -MIN. V =, "t' •1 % LEVEL
�1�1 �'� J • r ai
ELEV.
BAFFLE
aARELEV. _ 1 6 ELEV. _ 0,
DISTRIBUTION
;n BOX o'• --/
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4• TO 1 1/2•J
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
-�� Rv
16
CLEAN SAND
LOAM AND SEED
2• LAYER OF
1/8• TO 1/2•
WASHED STONE VFNT
REQUIRED
Z 1 CU. FT. OF
CONCRETE
ANCHOR
0.
° ° ELEV.
G� HIGH CAPACITY INFILTRATORS WTH
STONE IN AN z
�jbX 11'14.` %J TRENCH FORMATION
SOIL ABSORPTION �� z"�——
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. = %,,J
OBSERVED WATER TABLE ( / / ) ELEV. = NIA`
BOTTOM OF TEST HOLE ELEV. = 80.9
;�q
lonzwo
LEGEND:
EXISTING SPOT ELEVATION 00,,0
EXISTING CONTOUR----00----.
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -O-
TOk% WATER —W VY�
CATCH BASIN (®�
GAS LINE BOG
CLEAN OUT
CESSPOOL C.P.0
EHEAL71'
dD 5 2090
ue ' T.
DEPTH
I HORIZ
TEXTURE
COLOR
MOTT.
I OTHER
�
r,LL
S �
�
Lora, y,
10y 2 212
po-�
WATER ENCOUNTERED AT . ELEV. _ g�
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT No
TOTAL ESTIMATED FLOW
( 110 : GAL/BR./DAY X BR.) 330 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY 1:0 GAL
ACTUAL SIZE OF SEPTIC TANK 1500,
SOIL CLASSIFICATION I
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F.
LEACHING AREA 4_-?SQ. FT.
/;X3;,).t(47AzXicy— r"
LEACHING CAPACITY (AREA X RATE) '�GAL./DAY
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALSSHALLONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _�RULES AND
REGULATIONS FOR THE SUBSU FACE DISPOSAL OF SEWAGE
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 1N PLACE. .
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH__
Dce_MIM-OP ZW,.!,,ik; i ZGULAiiONS:_ +DN+'NER j APPUCA..NT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE. AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-688-344-7233 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,
a PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP Prti I AS PARCEL
10. E)OSTING SEPTICS ARE TO BE PUIVPED AND BACKFUlf - "Crm6- cD
� � C.. �PQ-�'1 - Ci►J� � �` �{� � f`�';`� / '•' rP yr .-fly ";.;+"-f "+�' __.� . "? la'_. .
12•
APPROVED: BOARD OF HEALTH
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
-APWoCTH
PROJECT LOCATION
TADCO ' ENVIRONMENTAL CONSULTANTS
26' COMPASS LN. DY NIS, MA. 02638
385-24
DATE` {
SCALE N = ZOO
JOB NO.
REVISED
LOCATION MAP
REVISED
SHEET I OF J__j
1998 T.