HomeMy WebLinkAboutApp# 5-A052-
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_ .. �U—_L.- os. D D -C I k Fri lr: .. ,.... _DRAWINQ NUMBER
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-APPROVED BY:
DRAWN
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TOP OF FOUNDATION
ELEV. __� -.
4" CAST IRON PIPE
PIITCHQUAI/4> EIRIMUM FT.
ELEV. _ _97.00
ELEV. = 96.70_
4
20 FT. MINIMUM FROM CELLAR -
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE - -
CLEAN SAND
CONCRETE INSPECTION PORT
COVERS
4" SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8" PER FT. 2" LAYER OF
i 1/8" TO 1/2"
X MAX. WASHED STONE VENT
X X MIN. NOT REQUIRED
z
FLOW LINE X m
10"
'TMIN. o 0 0
ELEV.
�'
96'45 LEVEL
SUMP
° i ° o ° 10" °
° =e oe ELEV.
_
X
-=
GAS ELEV.
X 6" ELEV. = X
T
WATER
--
BAFFLE
'
DISTRIBUTION
BOTTOM OF TEST HOLE ELEV. _ x
.- -
ELEV. _
"�
T
•yet
BOX - x
(X) H/GH CAPACITYINF/LTRA7ORS WTH STONE z
�'
..ALS m♦OY♦Y���Yk
i 500 GALLON
TO BE WATER TESTED
IF MORE THAN ONE OUTLET
IN AN X X X X X ' TRENCH FORMA770N
"
SEPTIC 1 A N K
LLJ
SOIL ABSORPTION
WELL N A
ZONE -
3/4" TO 1 1/2" CLEAN
C
L_l
.�
ADJUST
4" CAST IRON PIPE
PIITCHQUAI/4> EIRIMUM FT.
ELEV. _ _97.00
ELEV. = 96.70_
4
20 FT. MINIMUM FROM CELLAR -
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE - -
CLEAN SAND
CONCRETE INSPECTION PORT
COVERS
4" SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8" PER FT. 2" LAYER OF
i 1/8" TO 1/2"
X MAX. WASHED STONE VENT
X X MIN. NOT REQUIRED
z
FLOW LINE X m
10"
'TMIN. o 0 0
ELEV.
�'
96'45 LEVEL
SUMP
° i ° o ° 10" °
° =e oe ELEV.
_
X
-=
GAS ELEV.
X 6" ELEV. = X
e e oe oo
WATER
--
BAFFLE
'
DISTRIBUTION
BOTTOM OF TEST HOLE ELEV. _ x
ELEV. _
(TO BE PLACED ON FIRM BASE)
BOX - x
(X) H/GH CAPACITYINF/LTRA7ORS WTH STONE z
X
i 500 GALLON
TO BE WATER TESTED
IF MORE THAN ONE OUTLET
IN AN X X X X X ' TRENCH FORMA770N
"
SEPTIC 1 A N K
(0 BE PLACED ON FIRM [BASE)
SOIL ABSORPTION
WELL N A
ZONE -
3/4" TO 1 1/2" CLEAN
SYSTEM (SAS)
INDEX
DOUBLE WASHED STONE
ADJUST
SOIL TEST
DATE OF SOIL TEST DATE
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY % GREGQRIO _
O SERVA',i10N HOLE 1 ELEV.=--NO-- OBSERVATION HOLE 2 ELEV.= NO
eENCHMARK: PERCOLATION RATE < 2 MIN./INCH AT NO INCHES PERCOLATION RATE < 2 _ MIN./INCH AT NO INCHES
ra'YSr
AON DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
Q£Y�; ON 1464' \ r` • 12.14
• 22.5 / / (ism) 0-10 A LOAMY SAND 10YR4/2 NO ROOTS 0-10 A LOAMY SAND 10YR4/2 NO ROOTS
0
(2) it + 10-22 B LOAMY SAND 10YR6/6 ROOTS 10-22 B LOAMY SAND 10YR6/6 ROOTS
22-46 C1 MEDIUM SAND 2.5Y6/4 22-46 C1 MEDIUM SAND 2.5Y6/4
r i
N 46-120 C2 MEDIUM SAND 2.5Y6/4 46-120 C2 MEDIUM SAND 2.5Y6/4
, r 1
• 25.50 r
's (12)x. 12.45 rr it 016.ry�
• 14.3 58 b� NO WATER ENCOUNTERED AT NO ELEV. NO NO WATER ENCOUNTERED AT -N4ELEV.
..<,°..•- •-.nom - (28) • 6.91 i i ry
N = " "- 8.581�.
1 7
33.
DESIGN CALCULATIONS
�f +` (30) NUMBER i
GARBAGE ODISPOSAL OUNIT
-��
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X _3_ BR.) _,3$4_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _1+55_ GAL.
ACTUAL SIZE OF SEPTIC TANK _1500 GAL.
SOIL CLASSIFICATION
s, ' DESIGN PERCOLATION RATE <`5A MIN./IN.
" 73 EFFLUENT LOADING RATE ` AZ4_ GAL./DAY/S.F.
/ / L EACH NG AREA474. 33 SQ. FT..
239.93'cA0~474.33 X C.74 (AREA -X RATE) y:A.W ,. GAL. v.'Y
I , r RESERVE LEACHING CAPACITY _M1QQ GAL./DAY
. I u .., ... i r' TES:-... -
` •t�„ .. ---- - _ ,-._.... -.-_..... _... ,... a, r ....._ . . -_ -.. .. .. _NO
. 3.14 1. KMANSHIP AND MATERIALS SHALL- CONFORM TO D.E.P.
16. 6 i TITLE 5 AND THE TOWNS RULES AND REGULATIONS FOR
-_ 13.30 THE SUBSURFACE DISPOSAL OF SEWAGE.
_- - ------ ( 1 ALL COVES TO SANITARY ITS SHALL BE BROUGHT TO
-- 13. '
2. R R UN
26.44 6 WITHIN 6" OF FINISHED GRADE.
25. 0 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
f ` 13. 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 OI' PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVER_6 TO GRADE SHALL
`y0 �, / Q�,' / 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 AUTHORITY.
_ 6. UT CITIES SHOWN ARE APPROXIMA'T'E ONLY, EXCAVATION CONTRACTOR
v 12.75 IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
• 32,64 ,' ? o. \ PRIOR TO COMMENCING WORK ON SITE.
F` 0 \,, 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
P IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
' P(� _ • 30.17 9� i i IMMEDIATELY.
C / 8. PARCEL IS IN FLOOD ZONE C
2917 ' 10 // _111i 9. LOT IS SHOWN ON ASSESSORS MAP 150 AS PARCEL 032
� I 1
/ I I
. 32. 6
14.25 \\ • 14.
PRELRAINARY
//� /' • 32.34
I 15.09
Ion ////JJi�p ' ��PR tR/r� . �pEaSR Q� HEN TH
�� � O I/ {�u �S c33�'� .y�Y s ♦1 0 ! L�• IJ /�: i� Y Y Y:�4"1 i�
(34)
✓I
.19 ,'' N NE' i ; o DATE AGENT
o M
zt
PROPOSED SEPTIC DESIG1
J 15.55 C FOR
\ I
BRAY FARM RO, CPHEE ASSOCIATES
37.36 NA GFfL[OiYOR
35 A7 LON LOC.
.18.77 t NOrnNG HOCKANOM ROAD
YARMOUMPORT, MASS.
1 I
r �
,S Li SER EATGL +TE&RVVG
36.05 I ) � v SE7VCKET RO• 508- 235 GREAT WESTERN ROAD
LEGEND: ¢�sA�. • 16.28 l�(.ly\6c.ca�Ji 1(l� Ray) 1. � 398-3922 SOUTH 0D ENONIS71MASS. 02660
EXISTING SPOT ELEVATION ■0.0 -- (38) 1
EXISTING CONTOUR ----00---- Native Pea Stone DCIVOWay „ ,
FINAL SPOT ELEVATION 00.0 I • Brick Walks
DA 24, 2004 SCALE � = 20
FINAL CONTOUR 00 All disturbed areas will be re -vegetated REVISED JOB N0. BO7O-OO
SOIL TEST LOCATION 39.19
UTILITY POLE co_�
TOWN WATER -w w Foundations plantings consisting of
CATCH BASIN (40) assorted flowering shrubs and evergreens
GAS LINE G REUSED
CESS
PooL CP LOCATION MAP SHEET i Off' i
CLEANOUT -� C.O.
r j C.• SB PROD 6070-00 dw 6070-OO.DWG 02004 SWEETSER ENGINEERING
r
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSi ZM
PROFILE
OBSERVEDUWATERSGS RTABLEE(
WATER
� BL) ELEV. _
NC- TO SCALE
BOTTOM OF TEST HOLE ELEV. _ x
SOIL TEST
DATE OF SOIL TEST DATE
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY % GREGQRIO _
O SERVA',i10N HOLE 1 ELEV.=--NO-- OBSERVATION HOLE 2 ELEV.= NO
eENCHMARK: PERCOLATION RATE < 2 MIN./INCH AT NO INCHES PERCOLATION RATE < 2 _ MIN./INCH AT NO INCHES
ra'YSr
AON DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
Q£Y�; ON 1464' \ r` • 12.14
• 22.5 / / (ism) 0-10 A LOAMY SAND 10YR4/2 NO ROOTS 0-10 A LOAMY SAND 10YR4/2 NO ROOTS
0
(2) it + 10-22 B LOAMY SAND 10YR6/6 ROOTS 10-22 B LOAMY SAND 10YR6/6 ROOTS
22-46 C1 MEDIUM SAND 2.5Y6/4 22-46 C1 MEDIUM SAND 2.5Y6/4
r i
N 46-120 C2 MEDIUM SAND 2.5Y6/4 46-120 C2 MEDIUM SAND 2.5Y6/4
, r 1
• 25.50 r
's (12)x. 12.45 rr it 016.ry�
• 14.3 58 b� NO WATER ENCOUNTERED AT NO ELEV. NO NO WATER ENCOUNTERED AT -N4ELEV.
..<,°..•- •-.nom - (28) • 6.91 i i ry
N = " "- 8.581�.
1 7
33.
DESIGN CALCULATIONS
�f +` (30) NUMBER i
GARBAGE ODISPOSAL OUNIT
-��
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X _3_ BR.) _,3$4_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _1+55_ GAL.
ACTUAL SIZE OF SEPTIC TANK _1500 GAL.
SOIL CLASSIFICATION
s, ' DESIGN PERCOLATION RATE <`5A MIN./IN.
" 73 EFFLUENT LOADING RATE ` AZ4_ GAL./DAY/S.F.
/ / L EACH NG AREA474. 33 SQ. FT..
239.93'cA0~474.33 X C.74 (AREA -X RATE) y:A.W ,. GAL. v.'Y
I , r RESERVE LEACHING CAPACITY _M1QQ GAL./DAY
. I u .., ... i r' TES:-... -
` •t�„ .. ---- - _ ,-._.... -.-_..... _... ,... a, r ....._ . . -_ -.. .. .. _NO
. 3.14 1. KMANSHIP AND MATERIALS SHALL- CONFORM TO D.E.P.
16. 6 i TITLE 5 AND THE TOWNS RULES AND REGULATIONS FOR
-_ 13.30 THE SUBSURFACE DISPOSAL OF SEWAGE.
_- - ------ ( 1 ALL COVES TO SANITARY ITS SHALL BE BROUGHT TO
-- 13. '
2. R R UN
26.44 6 WITHIN 6" OF FINISHED GRADE.
25. 0 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
f ` 13. 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 OI' PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVER_6 TO GRADE SHALL
`y0 �, / Q�,' / 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 AUTHORITY.
_ 6. UT CITIES SHOWN ARE APPROXIMA'T'E ONLY, EXCAVATION CONTRACTOR
v 12.75 IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
• 32,64 ,' ? o. \ PRIOR TO COMMENCING WORK ON SITE.
F` 0 \,, 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
P IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
' P(� _ • 30.17 9� i i IMMEDIATELY.
C / 8. PARCEL IS IN FLOOD ZONE C
2917 ' 10 // _111i 9. LOT IS SHOWN ON ASSESSORS MAP 150 AS PARCEL 032
� I 1
/ I I
. 32. 6
14.25 \\ • 14.
PRELRAINARY
//� /' • 32.34
I 15.09
Ion ////JJi�p ' ��PR tR/r� . �pEaSR Q� HEN TH
�� � O I/ {�u �S c33�'� .y�Y s ♦1 0 ! L�• IJ /�: i� Y Y Y:�4"1 i�
(34)
✓I
.19 ,'' N NE' i ; o DATE AGENT
o M
zt
PROPOSED SEPTIC DESIG1
J 15.55 C FOR
\ I
BRAY FARM RO, CPHEE ASSOCIATES
37.36 NA GFfL[OiYOR
35 A7 LON LOC.
.18.77 t NOrnNG HOCKANOM ROAD
YARMOUMPORT, MASS.
1 I
r �
,S Li SER EATGL +TE&RVVG
36.05 I ) � v SE7VCKET RO• 508- 235 GREAT WESTERN ROAD
LEGEND: ¢�sA�. • 16.28 l�(.ly\6c.ca�Ji 1(l� Ray) 1. � 398-3922 SOUTH 0D ENONIS71MASS. 02660
EXISTING SPOT ELEVATION ■0.0 -- (38) 1
EXISTING CONTOUR ----00---- Native Pea Stone DCIVOWay „ ,
FINAL SPOT ELEVATION 00.0 I • Brick Walks
DA 24, 2004 SCALE � = 20
FINAL CONTOUR 00 All disturbed areas will be re -vegetated REVISED JOB N0. BO7O-OO
SOIL TEST LOCATION 39.19
UTILITY POLE co_�
TOWN WATER -w w Foundations plantings consisting of
CATCH BASIN (40) assorted flowering shrubs and evergreens
GAS LINE G REUSED
CESS
PooL CP LOCATION MAP SHEET i Off' i
CLEANOUT -� C.O.
r j C.• SB PROD 6070-00 dw 6070-OO.DWG 02004 SWEETSER ENGINEERING
r