HomeMy WebLinkAboutEngineered Plan - 2010TOP OF FOUNDATION
EL=51.2
a.
J 48.0+
Existing
Existing
24" diameter concrete covers
raised to within 6" of finish grade
(oras noted) Inspection Port and cap w1th magnetic
marking tape to wthTEL
3" of grade
EL =49.4± EL =48.5± =46.2-46.9(1nax)
\
49.2± t °�
Existing 47.7.±
45.9± x
\±716-t 46.40 46.23 45.50
�! ' Existing N
Proposed
Gas Baffle and 44.60
Zabel Filter
......:...:,......:.,....:•.... . :, ..•::...:,. , ......� E-- Longest Run ETY FI/E (25) ADS ARC36
/N B
E
5s (36/6B�2) LEAC� Cf1AMBERSD72'+
DB -6 CONFICLYRA TION W1 7 -HFI VE (5) ROWS
EXISTING l 000 GALLON (1-1-20 Rated) OF Fll/E (5) 0-1AM0ER5
SEPTIC TANK # l D -BOX LEA q1)/-1CHAMBEIRS EL=37.4± Bottom of Test Hole
FLOW PROEI LE 1
NOT TO SCALE I
TOP OF FOUNDATION 241 dameter concrete covers
EL= 5 1 .2 raised to within 6" of finish grade
(or as noted)
a
IExisting EL=48.9±-
CONSTRUCTION NOTE5
l.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE TITLE 5 (3 10 CMR
15.000): STANDARD REQUIREMENTS FOR THE5/7ING, CONSTRUCTION, 1N5PECTION, UPGRADE
AND E16PAN510N OF ON -517E SEWAGE TREATMENT AND D15P05AL SYSTEMS AND FOR THE
TRANSPORT AND D15PO5AL OF 5E/'TAGE AND THE LOCAL BOARD OF HEALTH REGULATIONS.
2.) ANY5EPTIC SYSTEM COMPONENT 11V57-ALLED IN A LOCATION WHERE THERE l5 POTENTIAL
FOR VEHICLES OR HEAVYEQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND
ANN -20 LOADING. 1F UNDER AN IMPERVIOUS SURFACE SYSTEM SHALL BE VENTED TO THE
ATMOSPHERE.
3.) TO MINIMIZE UNEVEN 5E77L11V6, ALL SYSTEM COMPONENTS SHALL BE 11V5TALLE9 ON A
57ABLE MECHANICALL Y- COMPACTED BA5E ON SIX INCHES OF CRUSHED STONE
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE D15TRIBUTION
BOX, AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE
LEACHING FIELDS, TRENCHES, AND OTHER 501L ABSORPTION SYSTEMS WITHOUT ACCE55
MANHOLES SHALL HAVE AT LEAST ONE 0) INSPECTION PORT COIV515TING OF PERFORATED 4"
PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE 50/L ABSORPTION SYSTEM WITH A
CAP, TIED WITH MAGNETIC MARKING TAPE ACCE55/BLE TO WITHIN 3" OF FINAL GRADE
5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQU/VALENT. PIPE SHALL BE LAID
ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 295 FROM THE BUILDING TO THE
SEPTIC TANK, AND NOT LE55 THAN I % OTHERWISE
6.) Dl5TRlBUTION LINES FOR THE 50/L ABSORPTION SYSTEM SHALL BE 4" DIAMt?ER
5CHE9ULE 40 PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES
SHALL BE CAPPED AT END OR AS NOTED.
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE F195T TWO (2) FEET BEFORE
PITCHING TO THE SOIL ABSORPTION 5Y5TEM. 015TRIOUTION BOX SHALL BE WATER TESTED
TO ASSURE EVEN DISTRIBUTION.
6.) GROUT TO BE USED AT ALL POINTS WHERE PIPE5 ENTER OR LEAVE ALL CONCRETE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
9.) HEAvYEQUIPMENTSHALL NOT BEALLOWED TO OPERATEOVER THELIMITS OFTHE
SEWAGE 015P05AL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM.
/0.) IN ACCORDANCE WITH 3 /0 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED
WITH MAGNETIC MARKING TAPE
/ I.) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED 5OIL AB5ORPTlON
SYSTEM.
12.) FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL
RECEIPT OF THE CERTIFICATE OF COMPLIANCE THE PERIMETER SHALL BE STAKED AND
FLAGGED TO PREVENT U5E OF THE AREA THAT MAY CAU5E DAMAGE TO THE SYSTEM.
13.) THE DE5/GNER WILL NOT BE RE5PON518LE FOR THE SYSTEM A5 DESIGNED UNLESS
CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY
THE DESIGNER.
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OFALL CONSTRUCTION BYAN AGENT OF
THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT
THE SEWAGE 015FO5AL SYSTEM WA5 IN57ALLEO IN ACCORDANCE WITH THE TERMS OF THE
PERMIT AND THE APPROVED PLANS. 46 HOURS ADVANCE NOTICE I5 REQUESTED.
15.) CONTRACTOR SHALL BE RE5PON5/BLE FOR DETERMINING THE LOCATION OFALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OFANY WORK. TH15
INCLUDES, BUT l5 NOT LIMITED TO, REQUESTS TO DI65AFE ANYPRIVATE UTILITY
COMPANIES, AND THE LOCAL WATER DEPARTMENT.
16.) CONTRACTOR SHALL VERIFY THAT ALL WA57EL1NE5ARE CONNECTED BY WATER TESTING
WITHIN THE DWELLING PRIOR TO INSTALLATION OFAl(Y5EP7/C COMPONENT5.
17,) CONTRACTOR SHALL VERIFYEXl5TIN6 INVERT ELEVATIONS PRIOR TO INSTALLATION OF
ANY5EPTIC SYSTEM COMPONENTS.
18.) INSTRUMENT 5URVEYCONOUCTED FOR PROPOSED WORK ONLY. 517E PLAN SHALL NOT
BE USED FOR STAKING, OR ANY OTHER PURPOSES.
I9.) EXISTING /000 GALLON 5EPTIC5 TANK TO BE UTILIZED. PVC TEES TO BE IN57ALLED ON
INLET AND OUTLET PIPES IF NECESSARY, AND A GAS BAFFLE AND ZABEL FILTER INSTALLED IN
THE OUTLET TEES.
20.) EY15TING SOIL ABSORPTION SYSTEM TO BE LOCATED, PUMPED DRY, FILLED W1TH CLEAN
SAND AND ABANDONED IN PLACE AREA TO BE COMPACTED TO MINIMIZE SETTLING.
1 TWENTY FIVE (25) ADS ARC3G (3G I GBD) LEACH
y CHAMBERS IN BED CONFIGURATION WITH FIVE
(5) ROWS OF FIVE (5) CHAMBERS
D -BOX
PLAN VIEW
SCALE: I " = 10'
SYSTEM DE5IGNICALCULATION5
Inspection Ports (See Note #4)
SEWAGE DESIGN FLOW REQUIRED: BEDROOM DUPLEX @ I 1 O GPD / BEDROOM =
330 GPD REQUIRED
SEWAGE DESIGN FLOW PROVIDED.• TWENTY (25) ADS UN1T5 /N BED CONFIGURATION
IN FIVE (5) ROWS OF F/VE (5) UNITS, EACH.
vt = !(330 0.74) / (4.8 FTz/FT) / 5.0 Lr7 =
19 AD5I UNIT5 REQUIRED (25 PROVIDED)
444 GPD PROVIDED > 330 GPD REQUIRED
SEPTIC TANK CAPACITYREQUIRED: 330 GPD X 200576 = 660 GPD REQUIRED
SEPTIC TANK CAPACITYPROVIDED: I TWO EXl5TING 1000 GALLON SEPTIC TANKS
A GARBAGE 015P05AL lS NOT PERVl7TED WITH TI -115 DES/GN FLOW
TEST MOLE LOGS
I
Test Hole # I (EL"=47.4±)
LEGEND
(I2.3)
Depth
Layer
5011 CIa55
I
Sod Color
48.7±
0"-4"
A
Existing
m
I OYR 3/2
to D -Bo
a
0
Existing _
`a
�
4 7.3 + -
Existing
andy Loam
Proposed
-o--a--a-
8"-22"
Gas Baffle and
..;
Oandy Loam
Zabel Flter
TIP-
5T
22"-1 20"
C I
Fine -Medium
Sand
I OYR 4/G
Perc @ 50
Existing
(47.G) (47.G)
RE5ERVED FOR FUTURE USE
F -457-11V6 /
000 GALLON
®
SEPTIC
TANK #2
FIRE HYDRANT
CONSTRUCTION NOTE5
l.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE TITLE 5 (3 10 CMR
15.000): STANDARD REQUIREMENTS FOR THE5/7ING, CONSTRUCTION, 1N5PECTION, UPGRADE
AND E16PAN510N OF ON -517E SEWAGE TREATMENT AND D15P05AL SYSTEMS AND FOR THE
TRANSPORT AND D15PO5AL OF 5E/'TAGE AND THE LOCAL BOARD OF HEALTH REGULATIONS.
2.) ANY5EPTIC SYSTEM COMPONENT 11V57-ALLED IN A LOCATION WHERE THERE l5 POTENTIAL
FOR VEHICLES OR HEAVYEQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND
ANN -20 LOADING. 1F UNDER AN IMPERVIOUS SURFACE SYSTEM SHALL BE VENTED TO THE
ATMOSPHERE.
3.) TO MINIMIZE UNEVEN 5E77L11V6, ALL SYSTEM COMPONENTS SHALL BE 11V5TALLE9 ON A
57ABLE MECHANICALL Y- COMPACTED BA5E ON SIX INCHES OF CRUSHED STONE
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE D15TRIBUTION
BOX, AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE
LEACHING FIELDS, TRENCHES, AND OTHER 501L ABSORPTION SYSTEMS WITHOUT ACCE55
MANHOLES SHALL HAVE AT LEAST ONE 0) INSPECTION PORT COIV515TING OF PERFORATED 4"
PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE 50/L ABSORPTION SYSTEM WITH A
CAP, TIED WITH MAGNETIC MARKING TAPE ACCE55/BLE TO WITHIN 3" OF FINAL GRADE
5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQU/VALENT. PIPE SHALL BE LAID
ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 295 FROM THE BUILDING TO THE
SEPTIC TANK, AND NOT LE55 THAN I % OTHERWISE
6.) Dl5TRlBUTION LINES FOR THE 50/L ABSORPTION SYSTEM SHALL BE 4" DIAMt?ER
5CHE9ULE 40 PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES
SHALL BE CAPPED AT END OR AS NOTED.
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE F195T TWO (2) FEET BEFORE
PITCHING TO THE SOIL ABSORPTION 5Y5TEM. 015TRIOUTION BOX SHALL BE WATER TESTED
TO ASSURE EVEN DISTRIBUTION.
6.) GROUT TO BE USED AT ALL POINTS WHERE PIPE5 ENTER OR LEAVE ALL CONCRETE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
9.) HEAvYEQUIPMENTSHALL NOT BEALLOWED TO OPERATEOVER THELIMITS OFTHE
SEWAGE 015P05AL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM.
/0.) IN ACCORDANCE WITH 3 /0 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED
WITH MAGNETIC MARKING TAPE
/ I.) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED 5OIL AB5ORPTlON
SYSTEM.
12.) FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL
RECEIPT OF THE CERTIFICATE OF COMPLIANCE THE PERIMETER SHALL BE STAKED AND
FLAGGED TO PREVENT U5E OF THE AREA THAT MAY CAU5E DAMAGE TO THE SYSTEM.
13.) THE DE5/GNER WILL NOT BE RE5PON518LE FOR THE SYSTEM A5 DESIGNED UNLESS
CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY
THE DESIGNER.
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OFALL CONSTRUCTION BYAN AGENT OF
THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT
THE SEWAGE 015FO5AL SYSTEM WA5 IN57ALLEO IN ACCORDANCE WITH THE TERMS OF THE
PERMIT AND THE APPROVED PLANS. 46 HOURS ADVANCE NOTICE I5 REQUESTED.
15.) CONTRACTOR SHALL BE RE5PON5/BLE FOR DETERMINING THE LOCATION OFALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OFANY WORK. TH15
INCLUDES, BUT l5 NOT LIMITED TO, REQUESTS TO DI65AFE ANYPRIVATE UTILITY
COMPANIES, AND THE LOCAL WATER DEPARTMENT.
16.) CONTRACTOR SHALL VERIFY THAT ALL WA57EL1NE5ARE CONNECTED BY WATER TESTING
WITHIN THE DWELLING PRIOR TO INSTALLATION OFAl(Y5EP7/C COMPONENT5.
17,) CONTRACTOR SHALL VERIFYEXl5TIN6 INVERT ELEVATIONS PRIOR TO INSTALLATION OF
ANY5EPTIC SYSTEM COMPONENTS.
18.) INSTRUMENT 5URVEYCONOUCTED FOR PROPOSED WORK ONLY. 517E PLAN SHALL NOT
BE USED FOR STAKING, OR ANY OTHER PURPOSES.
I9.) EXISTING /000 GALLON 5EPTIC5 TANK TO BE UTILIZED. PVC TEES TO BE IN57ALLED ON
INLET AND OUTLET PIPES IF NECESSARY, AND A GAS BAFFLE AND ZABEL FILTER INSTALLED IN
THE OUTLET TEES.
20.) EY15TING SOIL ABSORPTION SYSTEM TO BE LOCATED, PUMPED DRY, FILLED W1TH CLEAN
SAND AND ABANDONED IN PLACE AREA TO BE COMPACTED TO MINIMIZE SETTLING.
1 TWENTY FIVE (25) ADS ARC3G (3G I GBD) LEACH
y CHAMBERS IN BED CONFIGURATION WITH FIVE
(5) ROWS OF FIVE (5) CHAMBERS
D -BOX
PLAN VIEW
SCALE: I " = 10'
SYSTEM DE5IGNICALCULATION5
Inspection Ports (See Note #4)
SEWAGE DESIGN FLOW REQUIRED: BEDROOM DUPLEX @ I 1 O GPD / BEDROOM =
330 GPD REQUIRED
SEWAGE DESIGN FLOW PROVIDED.• TWENTY (25) ADS UN1T5 /N BED CONFIGURATION
IN FIVE (5) ROWS OF F/VE (5) UNITS, EACH.
vt = !(330 0.74) / (4.8 FTz/FT) / 5.0 Lr7 =
19 AD5I UNIT5 REQUIRED (25 PROVIDED)
444 GPD PROVIDED > 330 GPD REQUIRED
SEPTIC TANK CAPACITYREQUIRED: 330 GPD X 200576 = 660 GPD REQUIRED
SEPTIC TANK CAPACITYPROVIDED: I TWO EXl5TING 1000 GALLON SEPTIC TANKS
A GARBAGE 015P05AL lS NOT PERVl7TED WITH TI -115 DES/GN FLOW
TEST MOLE LOGS
I
Test Hole # I (EL"=47.4±)
LEGEND
(I2.3)
Depth
Layer
5011 CIa55
I
Sod Color
Comments
0"-4"
A
Fine-Medwmandy
Loam
I OYR 3/2
GO' Wide Public Way
4"-8"
E
Fine -Medium
andy Loam
I OYR 2/G
-o--a--a-
8"-22"
B
Fine -Medium
Oandy Loam
I OYR 5/G
TIP-
5T
22"-1 20"
C I
Fine -Medium
Sand
I OYR 4/G
Perc @ 50
DATE OF TESTING: 0422/ 10
SOIL EVALUATOR: LINDA J. PINTO, P.E., CSN ENGINEERING
BOARD OF HEALTH AGENT: AMY VON HONE, YARMOUTH HEALTH DEPARTMENT
PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C2" LAYER
i
NO GROUNDWATER ENCOUNTERED
I .) Deed Book 19893 Page 195 -
2.) Assessor's Map 87 Parcel 194
3.) Thl5 property Is in a Zone II Df a Public
Water Supply
4.) Flood Zone: C
i
r
LEGEND
(I2.3)
EXISTING SPOT GRADE
x24.5
PROPOSED SPOT GRADE
_244-
EX15TI NG CONTOUR
24-
PROPOSED CONTOUR
Old Townhouse Road
WATER SERVICE LINE
o
OVERHEAD UTILITY LINES
GO' Wide Public Way
I
c
GAS SERVICE LINE
1973 County Layout
TOP OF BANK
-o--a--a-
i
s
}
r
N 89053'20" E
96.35'
r : y South Yarmouth, MA 02664
FENCE
TIP-
5T
TE5T HOLE LOCATION
Prepared for:
(47.9)
DB
D15TRI15UTION BOX
�
UVJ 0��
Fence
(47.G) (47.G)
RE5ERVED FOR FUTURE USE
Co..)
UTILITY POLE
®
CATCH BASIN
LOT 4
FIRE HYDRANT
/
Area=23,571 S.F.
CONCRETE BOUND
Engineering
Electric Company Easement
0 20 40 GO P.O. Box 2030 Phone: (508) 274-7347
Teaticket, MA 02536 Fax: (508) 548-5478
(47.4)
SCALE 1 "=20'
C:\C5N\RR-Quarterma5ter\5D5-RR-Quarterma5ter.dwg Date: 04/28/1 OScale: As Shown I By: WP Check: G5P I Project No. C5N0085
P arkn9
(47.2)
I
/
(•.7.4) (•9G.7) BOJ d
°•a° a a
Paved ° a.
EX15t`n9 a .
. Vol
I
I
i-49-,
0 Q
Parcel 195
Towr Water
I
I
(J�� \\�
�r
o�
P
do
GG�� c
Ac , (
N I ,
;\}iI'
Qeck i
'\N WSW G
1� Approximate Location of Existing SA5
C to be Abandoned (See Note #20)
BENCHMARK
Corner Concrete Block
EL=50.00 (Assumed Datum) N I
45° Wye -�
N I
I
Proposed Soil Absorption System
(See Detail)
i I
Bath Bdr
#I �.
Kitchen 2 15
Deck - 0. -LI)
Uwng
Living
Deck Bdr
Kitchen #2
Bath
Bdr
#3
Bath
FLOOR PLAN
NOT TO SCALE
INSPECTION NOTE:
PRIOR TO FINAL INSPECTION BY THE ENGINEER, 5Y5TEM
NEED5 TO BE COMPLETE INCLUDING BUILDUP FOR COVERS.
Parcel 193
Town Water
Parcel 192
Town Water
Ex(50 lex A
Bedroom dat`on W < • Paved a
01101)"
2. ° tX15t1�r`ve
tk
b
c9
pa°
\ ved 4c(48.G) a
pr,ve
o 0'm`n
Garage
j5hed
800 `7 44„ W 90.00,
51TE PLAN
SCALE: I " = 20'
Parcel 148
Town Water
YARMOUTH,
�o�tie G MA
Q�r
y
LOCUS
Old Town House Rd
S
I �
a
517E LOCUS
NOT TO SCALE
Parcel 149 OFSsgo
LEGEND
(I2.3)
EXISTING SPOT GRADE
x24.5
PROPOSED SPOT GRADE
_244-
EX15TI NG CONTOUR
24-
PROPOSED CONTOUR
w
WATER SERVICE LINE
o
OVERHEAD UTILITY LINES
u
UNDERGROUND UTILITY LINES
c
GAS SERVICE LINE
- -
TOP OF BANK
-o--a--a-
LIMIT Of WORK
_
F°Wye+ 618 Main Street
EDGE OF CLEARING
r : y South Yarmouth, MA 02664
FENCE
TIP-
5T
TE5T HOLE LOCATION
Prepared for:
SEPTIC TANK
DB
D15TRI15UTION BOX
5A5
SOIL ABSORPTION SYSTEM
Reserve
RE5ERVED FOR FUTURE USE
Co..)
UTILITY POLE
®
CATCH BASIN
HEALTH
N®®�
FIRE HYDRANT
DRINKING WATER WELL
12
CONCRETE BOUND
Parcel 149 OFSsgo
Town Water
7
1tOF,IGgs �o� EDWARD
LINDAJ.STONE N
PINTO .289 00
�N 0
CIVIL c"
No. 46504
01STE��G
SS10NA
NG Surve Work by. wl "
p
G-
A & M Land Services
_
F°Wye+ 618 Main Street
r : y South Yarmouth, MA 02664
w�e� ra�6e•�'',
Ph. (508) 787-1777 Email.• anmland®comcest.net
I;
Prepared for:
Z�..q � x; Victor Valclov)no5
1062 Main 5t., Chatham, MA
Proposed Sewage D15po5al System
I * 3 Quartermaster Row, Yarmouth, MA
MAY 04 2010 Prepared by:
HEALTH
N®®�
Engineering
0 20 40 GO P.O. Box 2030 Phone: (508) 274-7347
Teaticket, MA 02536 Fax: (508) 548-5478
SCALE 1 "=20'
C:\C5N\RR-Quarterma5ter\5D5-RR-Quarterma5ter.dwg Date: 04/28/1 OScale: As Shown I By: WP Check: G5P I Project No. C5N0085