HomeMy WebLinkAboutEngineereed Plan - 201640TER
D STONE.
4.8 6 6" AX. 91.87 MAX.* FABRIC 'VENT
4 CAST fRdN PIPE MAX. 4.42 MIN. '. REQUIRED
SLAB ELEV. =97.2t_ (OR EQUAL) MINIMUM SSE NOTE
----- PITCH 1/4" PER FT. FLOW TEE Z
- LEVELERS � �
-
WATE
FLOW LINE 93.67R. ENCOUNTERED AT _,148'-' ELEV. X86.6 _
ELEV. 95.2 - �M N. 150 PSt SLEEVE o o t
i E _ - ---- LEVEL o _ 010. o _ 9234 SIGN CALCULATIONS
6" SUMP = 93.17 -= - - ELEV. - -- ®E 3
ELEV. = _9�.�5 GAS EL V, _ _ 93_34 ELEV. ------ =.
1 NUMBER OF BEDROOMS
BAFFLE DISTRIBUTION
GARBAGE DISPOSAL UNIT�-
ELEV. = I TOTAL ESTIMATED FLOW _
BOX 4 HIGH CAPACITY INFILTRATORS WITH
LIQUID OUTLET -�-=1 BOX _��.1Z_ STONE IN AN UNUSUAL z _ (110 GAL/8";./DAY X - BR.).DE��2� GAL /DAY
PTH (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED REQUIRED SEPTIC TANK CAPACITY _640- GAL,
4 FEET 14 INCHES A 11' X 36''X 10" TRENCH FORMATION 'S4 ..1500 GAL.
5 FEET 19 INCHES CCOO GiLIO IF MORE THAN ONE OUTLET WELL A1W 230 �.,,/ SOILUCLASSIFICATION IOPTIC TANK r--
5 FEET 24 INCHES 1 J p �t
8 FEET 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION ZONE B DESIGN PERCOLATION RATE MIN./IN.
3/4" TO 1 1/2" CLEAN INDEX 20.83 `(2/2016) EFFLUENT LOADING RATE DIA_ GAL./DAY/S.F.
SYSTEE (SAS) 474.33 Sta. FT.
DOUBLE WASHED STONE ADJUST 0.2 LEACHING ,AREA
FREE OF FINES &SILT - (11X36)+(47=1012)
USGS PROBABLE WATER TABLE ELEV. = _$c$__ LEACHING CAPACITY (AREA X RATE) _;V1_ -=0Q GAL./DAY
�+ t� 474.33 X 0.74
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (3/31/2016) ELEV.
RESERVE LEACHING CAPACITY _N_QN_K_ -GAL./DAY
NOT TO SCALE BOTTOM OF TEST HCLE ELEV. _
- ' NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL` CONFORM TO D.E.P.
TITLE 5AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE 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 'IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
nn`OBTAIN SUCH DETERMINATION :FROM " .APPROPRIATE AUTHORITY.
ROAL 99.0;
OR ii _ x , r r 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
LMO IS TO CALL "DIG -SAFE" AT 1-=888-344-7233 AT LEAST 72 HOURS
Z��' S T�} i a`, PRIOR TO COMMENCING 'WORK ON SITE.
�� �.--�" 99.2. �;._ ,�r
59 f l"
7, CONTRACTOR 1S TO" VERIFY GRADES AND ELEVATIONS AS WELL'As
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY,VARIATION
1S TO BE BROUGHT TO THE :ATTENTION OF THE DESIGN ENGINEER
D.0' BOX 9�j+ - IMMEDIATELY. X -
�,g5. o _ 8. PARCEL IS IN FLOOD ZONE -
0 41 9. LOT IS SHOWN ON ASSESSORS MAP __8__ AS PARCEL x_239
0 10.' EXISTING 'CESSPOOLS ARE TO ;BE PUMPED AND: EITHER BACKFILLED OR
9 1p. REMOVED ALONG,,WITH ANY POLLUTED SOILS ENCOUNTERED (AS NOTED).
11. THE WASTE; LINE FROM THE SEPTIC TANK TO D. BOX IS TO
o p OF 150 PSI PRESSURE NAVE A .SLEEVE
o k A A ,�a�* ! PIPE INSTALLED WHERE NOTED AT LEFT.
o \ ., � �
?� -VENT
15 0 GALLON -`- 12. VARIANCES TO TITLE,5 AND YARMOUTH REGULATIONS:
P 6.59 X659. '` 99.9
SE TIC TANK \ zit�'l'`I A SOIL ABSORPTION. SYSTEM MORE.THAN 3' BELOW GROUND (VAR. :OF 2').`
s ..:
C EVE 98.6 C
B. NO .RESERVE AREA.
P Sl E o P SOIL 'r,€L�t'!'`�
1 O TEST ,/ old,
99.5
:
;.� +t�'�;`- z'e3rtitit valid for' REPAIR t)1, SEPTIC Sti'ti
97.5 ,M
LV,
due to State. anti I ucal septic varianies,
..
.
$pard. of If - catth review adil approval is requited for
E N N
G at y fut'pre ad litions/re
Vn(ivaiions/alteration. to
97.2 Q sewage facilities:anti/or structureshiNselling.
it
97. -
NG Yaernouth health l)cpar tment
T G pWElll 99.4 /
•
EXIS11NEpRpOMS 1 APPRO. V .I�/./� � '.
3 B APPROVED. BOARD 0� �ELT��
o / o0 100.9
98.7I�I,E
a
4
p�cK 00 ' t�date*e
Date
� 'AGENT
- SATE
DEPTH
HORIZ -TEXTURE COLOR MOTT.
OTHER .
0-6"
SOIL TEST
ROOTS
6-27" ._
_
B LOAMY` SAND ^ 10YR7/6
--
ROOTS
_
27-148"
C MEDIUM SAND 2.5Y7/4
DATE -0F SOIL TEST MARCH,_31,_2016_N
TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
SOIL TEST. DONE BY,SVVEETSER ENGINEERING
100.00_
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB
CLEAN SAND
WITNESSED BY VQN
_
ELEV. - - ---
_.
(ASSUMED)
CONCRETE
COVERS 4 SCHEDULE 40 PVC PIPE
"
MIN. PITCH 1/8" PER FT.
INSPECTION PORT]
LOAM" AND SEED
2 LAYER OF
1 /8" TO 1 /2"
u� _ 98.9
08SERVA- TIO HOLE � ELEV.-------
PERCOLATION ;RATE__<2 MINJINCH AT 42 INCHES
40TER
D STONE.
4.8 6 6" AX. 91.87 MAX.* FABRIC 'VENT
4 CAST fRdN PIPE MAX. 4.42 MIN. '. REQUIRED
SLAB ELEV. =97.2t_ (OR EQUAL) MINIMUM SSE NOTE
----- PITCH 1/4" PER FT. FLOW TEE Z
- LEVELERS � �
-
WATE
FLOW LINE 93.67R. ENCOUNTERED AT _,148'-' ELEV. X86.6 _
ELEV. 95.2 - �M N. 150 PSt SLEEVE o o t
i E _ - ---- LEVEL o _ 010. o _ 9234 SIGN CALCULATIONS
6" SUMP = 93.17 -= - - ELEV. - -- ®E 3
ELEV. = _9�.�5 GAS EL V, _ _ 93_34 ELEV. ------ =.
1 NUMBER OF BEDROOMS
BAFFLE DISTRIBUTION
GARBAGE DISPOSAL UNIT�-
ELEV. = I TOTAL ESTIMATED FLOW _
BOX 4 HIGH CAPACITY INFILTRATORS WITH
LIQUID OUTLET -�-=1 BOX _��.1Z_ STONE IN AN UNUSUAL z _ (110 GAL/8";./DAY X - BR.).DE��2� GAL /DAY
PTH (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED REQUIRED SEPTIC TANK CAPACITY _640- GAL,
4 FEET 14 INCHES A 11' X 36''X 10" TRENCH FORMATION 'S4 ..1500 GAL.
5 FEET 19 INCHES CCOO GiLIO IF MORE THAN ONE OUTLET WELL A1W 230 �.,,/ SOILUCLASSIFICATION IOPTIC TANK r--
5 FEET 24 INCHES 1 J p �t
8 FEET 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION ZONE B DESIGN PERCOLATION RATE MIN./IN.
3/4" TO 1 1/2" CLEAN INDEX 20.83 `(2/2016) EFFLUENT LOADING RATE DIA_ GAL./DAY/S.F.
SYSTEE (SAS) 474.33 Sta. FT.
DOUBLE WASHED STONE ADJUST 0.2 LEACHING ,AREA
FREE OF FINES &SILT - (11X36)+(47=1012)
USGS PROBABLE WATER TABLE ELEV. = _$c$__ LEACHING CAPACITY (AREA X RATE) _;V1_ -=0Q GAL./DAY
�+ t� 474.33 X 0.74
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (3/31/2016) ELEV.
RESERVE LEACHING CAPACITY _N_QN_K_ -GAL./DAY
NOT TO SCALE BOTTOM OF TEST HCLE ELEV. _
- ' NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL` CONFORM TO D.E.P.
TITLE 5AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE 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 'IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
nn`OBTAIN SUCH DETERMINATION :FROM " .APPROPRIATE AUTHORITY.
ROAL 99.0;
OR ii _ x , r r 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
LMO IS TO CALL "DIG -SAFE" AT 1-=888-344-7233 AT LEAST 72 HOURS
Z��' S T�} i a`, PRIOR TO COMMENCING 'WORK ON SITE.
�� �.--�" 99.2. �;._ ,�r
59 f l"
7, CONTRACTOR 1S TO" VERIFY GRADES AND ELEVATIONS AS WELL'As
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY,VARIATION
1S TO BE BROUGHT TO THE :ATTENTION OF THE DESIGN ENGINEER
D.0' BOX 9�j+ - IMMEDIATELY. X -
�,g5. o _ 8. PARCEL IS IN FLOOD ZONE -
0 41 9. LOT IS SHOWN ON ASSESSORS MAP __8__ AS PARCEL x_239
0 10.' EXISTING 'CESSPOOLS ARE TO ;BE PUMPED AND: EITHER BACKFILLED OR
9 1p. REMOVED ALONG,,WITH ANY POLLUTED SOILS ENCOUNTERED (AS NOTED).
11. THE WASTE; LINE FROM THE SEPTIC TANK TO D. BOX IS TO
o p OF 150 PSI PRESSURE NAVE A .SLEEVE
o k A A ,�a�* ! PIPE INSTALLED WHERE NOTED AT LEFT.
o \ ., � �
?� -VENT
15 0 GALLON -`- 12. VARIANCES TO TITLE,5 AND YARMOUTH REGULATIONS:
P 6.59 X659. '` 99.9
SE TIC TANK \ zit�'l'`I A SOIL ABSORPTION. SYSTEM MORE.THAN 3' BELOW GROUND (VAR. :OF 2').`
s ..:
C EVE 98.6 C
B. NO .RESERVE AREA.
P Sl E o P SOIL 'r,€L�t'!'`�
1 O TEST ,/ old,
99.5
:
;.� +t�'�;`- z'e3rtitit valid for' REPAIR t)1, SEPTIC Sti'ti
97.5 ,M
LV,
due to State. anti I ucal septic varianies,
..
.
$pard. of If - catth review adil approval is requited for
E N N
G at y fut'pre ad litions/re
Vn(ivaiions/alteration. to
97.2 Q sewage facilities:anti/or structureshiNselling.
it
97. -
NG Yaernouth health l)cpar tment
T G pWElll 99.4 /
•
EXIS11NEpRpOMS 1 APPRO. V .I�/./� � '.
3 B APPROVED. BOARD 0� �ELT��
o / o0 100.9
98.7I�I,E
a
4
p�cK 00 ' t�date*e
Date
� 'AGENT
- SATE
DEPTH
HORIZ -TEXTURE COLOR MOTT.
OTHER .
0-6"
A_p__'' LOAMY ,SAND i0YR4/1 - NO
ROOTS
6-27" ._
_
B LOAMY` SAND ^ 10YR7/6
--
ROOTS
_
27-148"
C MEDIUM SAND 2.5Y7/4
CESSPOOL.... GP.
- - -