HomeMy WebLinkAboutEngineered Plan - 2004E
E:
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
ELEV. = 103.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
'- CLEAN SAND
COVERS TE INSPECTION PORT
4" SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8" PER FT. 2" LAYER OF
1 /8" TO 1/2 ,
MAX. WASHED STONE
3.57 4" CAST IRON PIPE 6" MAX. M X. 00.60 MAX. VENT
(OR EQUAL) MINIMUM 9F3.35 MIN. REQUIRED
PITCH 1/4-1 -P
ER FT. _ _ _ _ _ _ _ _ _ __
_ __ _ _ _ _ Z _
FLOW LINE 97.1
�
ELEV. _ 99.43 10"
_ ''MIN. _
ELEV. = 98.40 2'0" ° ° ' ` o
ELEV. = S€1,65 LEVEL o ° 1 _ _ _ ° 10� ° _96.27_
GAS ELEV. = 9727 6" SUMP ELEV. _ _ x7.10 ELEV. _
BAFFLE - o �° o o ° ° o ° o ° o ° o°6~o ELEV. = 95.77Y
DISTIRIQUTION ELEV.
LIQUID OUTLET S0 _�� _ 10 HIGH CAPAONEINNILATRATORS WITH
DEPTEE (TO BE PLACED ON FIRM BASE) X z
4 FEET 14 INCHES TO BE WATER TESTEDg 5,07
5 FEET 19 INCHES 11 X 66 X 16 TRENCH FORMATION
6 FEET 24 INCHES 2000 GALLONIF MORE THAN ONE OUTLET
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION `n WELL N/A
8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN ` ZONE
INDEX
DOUBLE WASHED STONE SYSTEM(SAS)ADJUST!,_
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILEUSGS
PROBABLE WATER
LE( BL) ELEV. =
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = _QaZQ_
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 6 _
GARBAGE DISPOSAL UNIT _ NO
TOTAL ESTIMATED FLOW
( 110 GAL/SR./DAY X 6 BR.) -60_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _132.4_ GAL.
ACTUAL SIZE OF SEPTIC TANK 2000 GAL.
S01 C A
L L SSIFICATION _ / /// / // L
DESIGN PERCOLATION RATE < 3, MIN./IN, 1.,\ FIVD
EFFLUENT LOADING RATE N,-4_ GAL./DAY/S.F. /
LEACHING AREA 931133 SQ. FT.
(i 1X66 77X2X 6
SOIL TEST
DATE OF SOIL TEST DECEMBER 21 2003_
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY �LA-U FY_
0SSERVATION OLE I ELEV. 10_0.7_0 03SM TION HOLE 2 ELEV.=--101.65
PERCOLATION RATE -< 2 __ MIN,/INCH AT 57 _ INCHES PERCOLATION RATE __<-2__ MIN./INCH IN C HORIZON
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-13
A
LOAMY SAND
10YR5/3
NO
ROOTS/
13-30
B
LOAMY SAND
10YR5 6
C
ROOTS
30-120
C
COARSE SAND
i
2.5Y8/3
COARSE SAND
m
F
DEPTH
HORIZ
TEXTURE
COLOR
MOTT,
OTHER
0-8
A
LOAMY SAND
10YR5/3
NO
ROOTS
8-26
B
LOAMY SAND
10YR5/6
C
ROOTS
26-120
C
COARSE SAND
2.5Y8/3
COARSE SAND
NO WATER ENCOUNTERED AT _-120'1 ELEV. _ -_M-7-0 NO WATER ENCOUNTERED AT _-J,2Q-" ELEV.
03� RV�4TiON HOLE 3 ELEV.=-104.70 OBS VATIO � HOLE 4 ELEV.= 102.85
PERCOLATION RATE _< 2__ MIN./INCH AT N0INCHES PERCOLATION RATE <2 _ MIN./INCH IN C HORIZON
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-7
A
LOAMY SAND
10YR5/2
NO
ROOTS
7-32
B
LOAMY SAND
10YR6/6
C
MEDIUM/
32-120
C
COARSE SAND
2.5Y7/2
COARSE SAND
i
DATE JAN. 30, 2
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-6
A
LOAMY SAND
10YR5/2
NO ROOTS
6-30
B
LOAMY SAND
10YR6/6
ROOTS
30-120
C
MEDIUM/
2.5Y7/2
COARSE SAND
C.• �S8\PROl`5851-00\dwg�5851-SAS.DWG 02004 SWEETSER ENGINEERING I
AUG 1 2 2004 APPROVED: BOARD OF HEALTH
HEALTH DEPT, g 2- X2 (mac a&4a&z
DATE 7 AGENT
I
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
LEACHING +CAPACITY (AREA X RATE) 68.1$, GAL./DAY 2 99 0. , ; . TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
931.33 X 0.74 NO WATER ENCOUNTERED AT �J2j1 ELEV. _ ___94J� NO WATER ENCOUNTERED AT __120__ ELEV. _ __92.8
RESERVE LEACHING CAPACITY 6$9.18 GAL./DAY v THE SUBSURFACE DISPOSAL OF SEWAGE.
�/ g �:
�� � ' � �'` � � , 2 ALL WITHIN06EROSFTON SHED GRANITARY DE. SHALL BE BROUGHT TO
112 r
-•�' 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
/�/ / / / i�/ •,' 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
/ del USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS.
// / // �i „ 101.6 /��OD Lf t 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
KA RM0U TH MA YFL 0 ICER ' c l l
89.7j / / / / / / � � (�WD) , ~y �« r # BE MORTARED IN PLACE.
r,, ,• „ ' 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
,. j% / / / / �� awc BOUND (FND) JV4' 'DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
PLA CE 11 j / / / �` RE✓AMV- 10¢.5- �� � ° �0'Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
ASSUMED 4.0 o � e.�l'.�ir; -,, APPROXIMATE ONLY,EXCAVATION CONTRACTOR
Q�/ Q /�// / / / / / w� 02.5 \104.6 ( c� 6. UTILITIES SHOWN ARE APPROXMA E
U r\ 14814 PG. 2CJ 1 /�/ / j1 e2•T / `n �'\ _ /IWO: 7i ' Fes• b1J IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
41T _PRIOR TO COMMENCING WORK ON SITE.
�vL , I r/cp1lY GI VERIFY GRADES AND ELEVATIONS AS WELL AS
, .r� /� :. ' -! ' T --9 fN /. CONTRACTOR RA( TUK 15 G t
A 4L
102,6 103.6 \ I S o -`7 /�/ -�1�0 ��_..S��tr�,��aL SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
C 0 l ,5 �® vV� , �,.: � IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
�! IMMEDIATELY. A9(EL10.0), 0. & C
'000,
_88 8. PARCEL IS IN FLOOD ZONES -
V „ , 01 •� 101.7 _-1� „ 1 2 //J// 9. LOT IS SHOWN ON ASSESSORS MAP __� AS PARCEL 73
' v 10. EXISTING DWELLING, SHED, SEPTICS, AND UTILITIES ARE TO BE REMOVED.
/' /' ` �i _ O� 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
`O � ,/ 90.3 / / �0� 0� \ 102.6 - 9.5
9 A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
\� O // //�/ SOIL 11Fri O / / � � j ^� -� WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
/ / i �� / / / / TEST 2 w w.
✓ „ 101.1
101.8 2000 GALLON Q 101.0 '�- w 102,3
SEVTIC TANK Qw X / /' '�w w
'00,f�� l.. J �' ^�� ! i / SOIL / C.O. r - - - - / \ ` w ,w�., OR/ 103.5
A. i N, %�_ / TEST 1 / / _l w
7 w
103.6
•
•
^ _
C.
�� / 'Z! i � 0.1 • ,i �� ;' ` .'�: ,. �/qty � � . / Qom'' � �Q � �"*"*'."'.°a« �. �.°;)
w
x 99.2 �` Q `° I i' \ x 1 C1�4 . `/+Q w
97.3 s /� x 98.5 \ 102 0 +. 4.4 w' 0.0
o °°� / /100x 97.6
w
o �a4� 102 / „ 100;6}� " w
„ �3 , / t / / / / „ 104.2 O w �. w w \
100.8 / „ / „ CO
CIV
.0 „ 102.7-W W w
��• 90.1 1�1i f / / I / / O LIMIT OF / 104 o w _ w w „ 101.2 \
//lam / / / \ ro 9 /, / \ 5 OVERDIG w
100.4 „ \ / / / / VENT / „ 104.6 x 105.0 x 105loo,.5 \ �' w �. w \ V / I
LOT AD
x 97. / / / i I „ 104.9 `' w
610 7.58
&QV
105.5 \ 8
x 9\7.6 \ /' \ O /^� l l „ l l. 15 A C.
1b3.4 - �
99.8 / , SOIL „ 1 CO
' 1
I I V TEST 3 x 02.2
�. o •� i' '\ / „ 100.2 � y I 2000 G�yLLON
1 / / .� ��1 SEPTIC TANK ` /
/�� `.\ I j �I , 5.2 „ +r�, „ 104.9 (FNZ�
i (GPS 1V0 - 59,4 75 -��-' S. F. - 1.�- A C. , / \ oo. \ / / '� lI �� C.O. , , 05 // -�/ /
0 0
-, VSE TL A lVD - 4 939 S. F. - �\ / %., / w
Q �} cy „ 103.3 „ 100.E / \ ..
V 0. A C , � cn `�1 D. 6OX „ 10 .4 "..105 � �
_ - 103:6
/ , �i C 0 ,�•_..._ 102 „ n 1 / D
TOTAL 64, 464 -1 S. F. 1.48 A C. , 02.
\
/
1/�, 103.1 104.4 \ �..., 1
/ LIMIT OF / ���i / / + ► \ r,. - __ . SOIL
\ / 5' OVERDIG / �� ,�� / c I �/p ! TEST 4
103.
�.
' „ 100 4 / i Di�BO / ` i I , �,r� i oO
/
786 ' // �/ ��/ / x 99.3 \ i J VZ �� /.✓'
65+� Cl
100.8
V �� �o �� / \ i j \ O4Q 1dw.9 ` , 103.7 � /
o , / / ,� „ 00.�Y // „ 99.1 \\ L_ i \� �� ��°�`� \w . „ 1 7 \,� `\�
2
102 2 0 0 �o w..__ „ 10 10 .,
Llty F 1 \ \ ----_/ 2� a�� \ w __ 103.4
RD
\\�� 102,2
VENT ,� // �\ x 98.9 ���� „ 1
\ i •� 100 1111 o � 01.6
x 100.7
/ \ x 100.5
„ 98.6
100
DEA A/ C. & CA THY A . FRA SER �' � - � � �
01 x 101. /� \
I SK 0205 PG. 1408.8
l , 0 -9.2 - ��- _ '
0 95 G� 6 x LEGEND:
RI CHA RD 0 GARSl T T & 9 \ fis �1_ . EXISTING SOT ELEVATION
C 6"hD
9.�. O EXISTING CONTOUR -00-
g) \7 ' FINAL SPOT ELEVATION �QPQ.O
' ' x 98.7 (9 2 naY=' 100,00' I� o �j �/
L A UA I A. HOL MES -�. \ �5 % �\� _ (A �;�) O 9 �'x X3 4 l . R. 8. FINAL CONTOUR 00 TF,
x 97.5 �" / 06 , 0� 98.7 SOIL TEST
POLE LOCATION
SK. 14047 PG. 304 _ ! �� FIVD
�( TOWN WATER=W=�--=w-
� `3 \� 9 .6. CATCH BASIN
V �C p f Q GAS LINE C G"
0 `� JUDI TH A. DIL ORE-1\1ZO o �" CU . _ _ /' �� o O CLEANOUCESSPOOT
_ x�� O
Rl�. PC, M(813 N'� (FNL)) x 97.9
,
111LOC
��
'v
VQ
ROUTE 28
-N-
-
,gyp
PROPOSED SE PTIC DE SIGN
FOR
DUBLIN CONSTRUCTION RUCTION
Loc. , 0`
L}�'�®0 D.
WE ST .Y OUT , MASS.
235 GREAT WESTERN ROAD
508-
SOUTH OD �NIS71MASS.
398-3922 02660
DATE JAN. 30, 2
SCALE 1 " _ 20'
JOB NO. 5851-02
REVISED
LOCATION
MAP
REVISE°
SKEET 1 OF 1
C.• �S8\PROl`5851-00\dwg�5851-SAS.DWG 02004 SWEETSER ENGINEERING I
AUG 1 2 2004 APPROVED: BOARD OF HEALTH
HEALTH DEPT, g 2- X2 (mac a&4a&z
DATE 7 AGENT
I
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
LEACHING +CAPACITY (AREA X RATE) 68.1$, GAL./DAY 2 99 0. , ; . TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
931.33 X 0.74 NO WATER ENCOUNTERED AT �J2j1 ELEV. _ ___94J� NO WATER ENCOUNTERED AT __120__ ELEV. _ __92.8
RESERVE LEACHING CAPACITY 6$9.18 GAL./DAY v THE SUBSURFACE DISPOSAL OF SEWAGE.
�/ g �:
�� � ' � �'` � � , 2 ALL WITHIN06EROSFTON SHED GRANITARY DE. SHALL BE BROUGHT TO
112 r
-•�' 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
/�/ / / / i�/ •,' 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
/ del USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS.
// / // �i „ 101.6 /��OD Lf t 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
KA RM0U TH MA YFL 0 ICER ' c l l
89.7j / / / / / / � � (�WD) , ~y �« r # BE MORTARED IN PLACE.
r,, ,• „ ' 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
,. j% / / / / �� awc BOUND (FND) JV4' 'DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
PLA CE 11 j / / / �` RE✓AMV- 10¢.5- �� � ° �0'Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
ASSUMED 4.0 o � e.�l'.�ir; -,, APPROXIMATE ONLY,EXCAVATION CONTRACTOR
Q�/ Q /�// / / / / / w� 02.5 \104.6 ( c� 6. UTILITIES SHOWN ARE APPROXMA E
U r\ 14814 PG. 2CJ 1 /�/ / j1 e2•T / `n �'\ _ /IWO: 7i ' Fes• b1J IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
41T _PRIOR TO COMMENCING WORK ON SITE.
�vL , I r/cp1lY GI VERIFY GRADES AND ELEVATIONS AS WELL AS
, .r� /� :. ' -! ' T --9 fN /. CONTRACTOR RA( TUK 15 G t
A 4L
102,6 103.6 \ I S o -`7 /�/ -�1�0 ��_..S��tr�,��aL SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
C 0 l ,5 �® vV� , �,.: � IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
�! IMMEDIATELY. A9(EL10.0), 0. & C
'000,
_88 8. PARCEL IS IN FLOOD ZONES -
V „ , 01 •� 101.7 _-1� „ 1 2 //J// 9. LOT IS SHOWN ON ASSESSORS MAP __� AS PARCEL 73
' v 10. EXISTING DWELLING, SHED, SEPTICS, AND UTILITIES ARE TO BE REMOVED.
/' /' ` �i _ O� 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
`O � ,/ 90.3 / / �0� 0� \ 102.6 - 9.5
9 A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
\� O // //�/ SOIL 11Fri O / / � � j ^� -� WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
/ / i �� / / / / TEST 2 w w.
✓ „ 101.1
101.8 2000 GALLON Q 101.0 '�- w 102,3
SEVTIC TANK Qw X / /' '�w w
'00,f�� l.. J �' ^�� ! i / SOIL / C.O. r - - - - / \ ` w ,w�., OR/ 103.5
A. i N, %�_ / TEST 1 / / _l w
7 w
103.6
•
•
^ _
C.
�� / 'Z! i � 0.1 • ,i �� ;' ` .'�: ,. �/qty � � . / Qom'' � �Q � �"*"*'."'.°a« �. �.°;)
w
x 99.2 �` Q `° I i' \ x 1 C1�4 . `/+Q w
97.3 s /� x 98.5 \ 102 0 +. 4.4 w' 0.0
o °°� / /100x 97.6
w
o �a4� 102 / „ 100;6}� " w
„ �3 , / t / / / / „ 104.2 O w �. w w \
100.8 / „ / „ CO
CIV
.0 „ 102.7-W W w
��• 90.1 1�1i f / / I / / O LIMIT OF / 104 o w _ w w „ 101.2 \
//lam / / / \ ro 9 /, / \ 5 OVERDIG w
100.4 „ \ / / / / VENT / „ 104.6 x 105.0 x 105loo,.5 \ �' w �. w \ V / I
LOT AD
x 97. / / / i I „ 104.9 `' w
610 7.58
&QV
105.5 \ 8
x 9\7.6 \ /' \ O /^� l l „ l l. 15 A C.
1b3.4 - �
99.8 / , SOIL „ 1 CO
' 1
I I V TEST 3 x 02.2
�. o •� i' '\ / „ 100.2 � y I 2000 G�yLLON
1 / / .� ��1 SEPTIC TANK ` /
/�� `.\ I j �I , 5.2 „ +r�, „ 104.9 (FNZ�
i (GPS 1V0 - 59,4 75 -��-' S. F. - 1.�- A C. , / \ oo. \ / / '� lI �� C.O. , , 05 // -�/ /
0 0
-, VSE TL A lVD - 4 939 S. F. - �\ / %., / w
Q �} cy „ 103.3 „ 100.E / \ ..
V 0. A C , � cn `�1 D. 6OX „ 10 .4 "..105 � �
_ - 103:6
/ , �i C 0 ,�•_..._ 102 „ n 1 / D
TOTAL 64, 464 -1 S. F. 1.48 A C. , 02.
\
/
1/�, 103.1 104.4 \ �..., 1
/ LIMIT OF / ���i / / + ► \ r,. - __ . SOIL
\ / 5' OVERDIG / �� ,�� / c I �/p ! TEST 4
103.
�.
' „ 100 4 / i Di�BO / ` i I , �,r� i oO
/
786 ' // �/ ��/ / x 99.3 \ i J VZ �� /.✓'
65+� Cl
100.8
V �� �o �� / \ i j \ O4Q 1dw.9 ` , 103.7 � /
o , / / ,� „ 00.�Y // „ 99.1 \\ L_ i \� �� ��°�`� \w . „ 1 7 \,� `\�
2
102 2 0 0 �o w..__ „ 10 10 .,
Llty F 1 \ \ ----_/ 2� a�� \ w __ 103.4
RD
\\�� 102,2
VENT ,� // �\ x 98.9 ���� „ 1
\ i •� 100 1111 o � 01.6
x 100.7
/ \ x 100.5
„ 98.6
100
DEA A/ C. & CA THY A . FRA SER �' � - � � �
01 x 101. /� \
I SK 0205 PG. 1408.8
l , 0 -9.2 - ��- _ '
0 95 G� 6 x LEGEND:
RI CHA RD 0 GARSl T T & 9 \ fis �1_ . EXISTING SOT ELEVATION
C 6"hD
9.�. O EXISTING CONTOUR -00-
g) \7 ' FINAL SPOT ELEVATION �QPQ.O
' ' x 98.7 (9 2 naY=' 100,00' I� o �j �/
L A UA I A. HOL MES -�. \ �5 % �\� _ (A �;�) O 9 �'x X3 4 l . R. 8. FINAL CONTOUR 00 TF,
x 97.5 �" / 06 , 0� 98.7 SOIL TEST
POLE LOCATION
SK. 14047 PG. 304 _ ! �� FIVD
�( TOWN WATER=W=�--=w-
� `3 \� 9 .6. CATCH BASIN
V �C p f Q GAS LINE C G"
0 `� JUDI TH A. DIL ORE-1\1ZO o �" CU . _ _ /' �� o O CLEANOUCESSPOOT
_ x�� O
Rl�. PC, M(813 N'� (FNL)) x 97.9