HomeMy WebLinkAboutEngineered Plan - 2014TOP OF FOUNDATION
=971 EL=50.4
24"diameter concrete covers
raised to within 6" of frnsh grade
(or as noted)
a fL=4.9.7t I
Gas Baffle -
9 +
Enstrng EXI5TING / 000 GA OM
,SEPTIC TANK
CONSTRUCTION NOTES
4B.3t
Exrstmg
FLOW PROFILE
NOT TO SCALE
f1-=49.3+
46.5+
46.8_+-4,6.37 _ - 4'6.20 46, l0�
5a5tmg N
45.20/
Longest Run
�- 43' 8'
DB -6
(1-1-20 Rated)
D -BOX
Inspection Port and cap
with magnetic marking tape INSPECTION NOTE:
to within 3" of grade
PRIOR TO FINAL IN5PECTION BY THE
fL-49.5(maV ENGINEER, SYSTEM NEEDS TO BE COMPLETE
INCLUDING BUILDUP FORCOVER5.
s
SITE PLAN
s
X
----------- --- --- SCALE: 1" = 20'
TWENTYFIVE (25) ADS ARC.36HC
(36 / 613,92) LEACH CHAMBERS IN BED
CONFIGURATION W1 T11 FIVE (5) ROWS .3°+ -
OF FIVE (5) CHAMBERS
LEACf-I CI�AMBEi�S
fL=375:t Bottom of Test Hole
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (;310 CMR 15.000):
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION
OF ON-SITE- SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF
5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. TWENTY FIVE {25) ADE C (3C, 1 GBD2)
LEACH CHAMBERS IN BCONFIED CONFIGURATION WITH
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR FIVE (5) ROWS OF FIVE {5} CHAMBERS
VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITrISTAND AN H-20
LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE.
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANK5 SHALL BE INSTALLED ON A 57ABLE O
MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE.
4.) COVERS OVER THE INLET AND OUTLET TEES Of THE SEPTIC TANK, THE D15TIROUTION BOX, AND THE ;
501L ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G" OF FINAL GRADE. LEACHING FIELDS, /
TRENCHES, AND OTHER 501L ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT
FAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE
BOTTOM OF THE 501L ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC, MARKING TAPE, T / -
ACCE5515LE TO WITHIN 3" OF FINAL GRADE. '
5.) PIPING SHALL CON515T OF 4" 5CHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A D-BOx
MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND
NOT LESS THAN I % OTHERWISE./ /
oti e o I
( e oe J 1 o e o 4
G.} DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC
(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR 5�
A5 NOTED. ` / tJ�'
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO FLAN V I V V
THE 501L ABSORPTION SYSTEM. DISTRIBUTION BOX 5HALL BE WATER TESTED TO ASSURE EVEN SCALE: I " = 10'
DISTRIBUTION.
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONICRETE STRUCTURES -IN
ORDER TO PROVIDE- A WATERTIGHT SEAL.
BENCHMARK
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS Or THE SEWAGE Top Corner Concrete
D15PO5AI_ FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. EL=50.00 (A55umed Datum)
10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE.
1 1 .) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL AB501RPTION SYSTEM. SYSTEM DES 1t
G N CALC U LAT I O N S
12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL AD50PFTION SYSTEM UNTIL RECEIPT OF THE
CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF 5EWAGEDE5I61V FLOWREQUIRED: 4 BEDROOMVAIELLING (9 z
THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 1 /0 GPO/BEDROOM = 440 GPD REQUIRED O
13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE 5Y5TEM AS DESIGNED UNLESS CONSTRUCTED 55WAOE DESIGN FLOW PROVIDED: TWENTYFIVE (25) AD5 UN1T51N BED O
lU
Ul
AS 511OWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE (DESIGNER. CONFIGURATION IN F1VE(5) ROWS OFFIVE (5) UNIT5 EACH. ci�
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT Of THE Vt = [(440/0.74)/(4.8 FT2/F/)/5.0 LFJ = 24.7AD5 UNlT5
BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE REQ. (25 PROVIDED)
DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE (PERMIT AND THE
APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. 444 GPD PROVIDED > 440 GPD REQUIRED
15.) LOCATION Of UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RE5PON5IBLE FOR 5CPTIC TANK CAPACITY REQUIRED: 440 CPO Y20096 = 060 GPD REQ,
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO 551 -TIC TANK CAPACI7YPROVIDED.• B1'I5TING 1000 GALLON 5EPTIC TANK
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT (5 NOT LIMITED TO, REQUESTS TO DIG5APE, ANY
PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. A 6ARBA6EDOP05AL 15 NOT PERMITTED WITH THI5 DE5IGN FLOW
I G.) CONTRACTOR SHALT_ VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER TESTING WITHIN THE
DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS.
TEST HOLE LOGS
G
OG
o
Existing
Pool
E
b m
24'Tree 30, gree u.- / 20'Tree
lee
q
24"Tree
'Static Tank to be-
r-ne Note #22) A,
FK
Pond
Patio
LOT 2G
Area=36,229 S.F.i-
9,
N
m
w
D_
Shed `/N
cn
U1
O
� o
01
�o O
/ rn
/
/
/ �> • Holly Trees /
(to Remain) /
1 0>
"Tree 13 oN 49x0 23.7'
!QST , N 25:0' 20 i
N
L---��
w; 4
ropo5e�,ul r p
jGarage j j s
//////// Existing 3 Bedroom Dwelimg
jTop of Foundation EL=50.4± / _ 45x7 rn
ivLa
a G � fff
a a
ad
Q�Q' Go i
Q
4 a
'4 Il
a. 40"Tree
f
a
a
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIORTO INSTALLATION OF ANY SEPTICG °
SYSTEM COMPONENTS. M `
R
18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE USED
FOR STAKING, OR ANY OTHER PURPOSES.
19.) TH15 PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING
BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, 51DELINE SETBACKS AND BUILDIING HEIGHT RESTRICTIONS.
OWNER IS RESPON516LE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY.
20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. 50111-5 CAN BE VARIABLE AND,
E AREAS IF SOILS DIFFER FROM
Test Hole # I (EL=48.2:0
Depth
Layer
Sod CIa55
Soil Color
Comments
0"-9"
Fill
- . EXISTING CONTOUR
\ Yy
9"-12"
A
Medium Sandy Loam
I OYK 3/3
12"-30'
B
Medium Loamy Sand
I OYR GIG
U UNDERGROUND UTILITY LINES
30"-100"
C I
Medium -Coarse Sand
I OYR 5/G
10% Gravel/Cobbles
100"- 120"1
C2
Medium Sand
I OYR 7/2
Perc @ 45"
j
°
1)4
w
ad.
/✓ /
° °
TEST HOLE DATA 0 NO GUARANTEE OF SOIL CONDITIONS iN OTH R _
TH05E SHOWN IN THE SOILS LOGS, DE51GN ENGINEER 15 TO INSPECT THE 50111-5 PRIOR TO PROCEEDING a r
WITH INSTALLATION OF ANY SEPTIC COMPONENTS.
2 1 .) SOI(_ REMOVAL: ALL TOP501L ("N' LAYER) AND 5UB501L ("B" LAYER) SHALL BE REMOVED FORA
DISTANCE OF FIVE (5) FEET LATERALLY FROM THE 501L ABSORPTION 5Y5TEM DOWN TO THE CLEAN
SAND LAYER (EL=43.5±-45.7±). AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO
MINIMIZE SETTLING.
22.) EX15TING 1000 GALLON SEPTIC TANK TO BE UTILIZED. PVC TEES TO BE INSTALLED ON INLET AND
OUTLET PIPES If NECE55ARY, AND A GAS BAFFLE INSTALLED IN THE OUTLET TETE. 1
Test Hole #2 (EL=47.9±)
11
Depth
Layer
5011 CIa55
Sod Color
Comments
0"-22"
Fill
- . EXISTING CONTOUR
\ Yy
22"-24"
A
Medium Sandy Loam
I OYR 3/3
24"-52"
B
Medium Loamy Sand
I CYR GIG
U UNDERGROUND UTILITY LINES
52"-1 18"
C I
Med um -Coarse Sand
I OYR 5/G
10% Gravel/Cobbles
1 18"-1 20"
C2
Medium Sand
I OYR 7/2
23.) EXISTING SEPTIC, COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED W(1fH CLEAN SAND AND / DATE OF TESTING: 10/09/14
ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 501L EVALUATOR: LINDA J. PINTO, P.E., OCEANSIDE 5EPTIC, INC.
BOARD OF HEALTH AGENT: PHIL RENAUD, YARMOUTH HEALTH DEPARTMENT
24.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED 5,OIL SHALL BE REMOVED PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C" LAYER
FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM AND REPLACED
WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING. NO GROUNDWATER ENCOUNTERED
a �' 1 50.00' C� `
/ 5 39°54'30" W.
g a 14"Tree
U
Liverpool Drive
_40' Public Way
L,0ut;h Health DepaJrtrre>.t 0 20 40 GO
��I,OVE1 pp
4
_ 72 SCALE I "=20'
I c3Jffile Date a C:\Oceanside\05-Liverpool\05-Liverpool-5D5 Plan.dwg
LOCU5
I �
YARMOUTH,
MA
NOT TO SCALE
1.) A55e55or'5 Map 143 Parcel G3
2.) Deed Book 25322 Page 31 1
3.) Plan Book 2G4 Page 81 Lot 2G
4.) Th15 property 15 not In a Zone II of a Public
Water Supply
5.) Flood Zone: C
Zon,ng: R40
Lot Size 40,000
Frontage 150'
5etback5
Front 39
Side 20'
Rear 20'
Max Bldg Coverage 25%
Existing 5eptrc Components to
be Removed (see Note #24)
5'5011 Removal�Q�!/��
(see Note #2 /)
fxotrng Septic Components to JAN 14 2015
be Abandoned (5ee Note #23)
HEALTH DEP1.
EXISTING SPOT GRADE
24x5 PROPOSED SPOT GRADE
- . EXISTING CONTOUR
\ Yy
Liverpool Drive
_40' Public Way
L,0ut;h Health DepaJrtrre>.t 0 20 40 GO
��I,OVE1 pp
4
_ 72 SCALE I "=20'
I c3Jffile Date a C:\Oceanside\05-Liverpool\05-Liverpool-5D5 Plan.dwg
LOCU5
I �
YARMOUTH,
MA
NOT TO SCALE
1.) A55e55or'5 Map 143 Parcel G3
2.) Deed Book 25322 Page 31 1
3.) Plan Book 2G4 Page 81 Lot 2G
4.) Th15 property 15 not In a Zone II of a Public
Water Supply
5.) Flood Zone: C
Zon,ng: R40
Lot Size 40,000
Frontage 150'
5etback5
Front 39
Side 20'
Rear 20'
Max Bldg Coverage 25%
Existing 5eptrc Components to
be Removed (see Note #24)
5'5011 Removal�Q�!/��
(see Note #2 /)
fxotrng Septic Components to JAN 14 2015
be Abandoned (5ee Note #23)
HEALTH DEP1.
OF MASS �����H OF 41gS
�'� LINDA J.
P CIA 5 PI O
3
V''C 1
g t
'P p
• i 5��� �` /O
Prepared
ENG\
4 n SO
Prepared for:
Meredith P. Krueger
37 Liverpool Rd- Yarmouthport, MA 02675
Proposed 51te �- 5ewage DI5p05al System
37 Liverpool Rd., Yarmoutport, MA
Prepared by:
3
P.O. Box 201, Brewster, MA 02631 Phone: (508) 896-1513
Date: 1 1117/14 1 Scale: A5 Shown I By: LJ? I Check: MIA I Project No. 0514087
EXISTING SPOT GRADE
24x5 PROPOSED SPOT GRADE
- . EXISTING CONTOUR
24- PROPOSED CONTOUR
W- WATER SERVICE LINE
0 OVERHEAD UTILITY LINES
U UNDERGROUND UTILITY LINES
G GAS SERVICE LINE
EDGE OF CLEARING
p-�--�- FENCE
TEST HOLE LOCATION
5T SEPTIC TANK
DB DISTRIBUTION BOX
5A5 SOIL ABSORPTION SYSTEM
OF MASS �����H OF 41gS
�'� LINDA J.
P CIA 5 PI O
3
V''C 1
g t
'P p
• i 5��� �` /O
Prepared
ENG\
4 n SO
Prepared for:
Meredith P. Krueger
37 Liverpool Rd- Yarmouthport, MA 02675
Proposed 51te �- 5ewage DI5p05al System
37 Liverpool Rd., Yarmoutport, MA
Prepared by:
3
P.O. Box 201, Brewster, MA 02631 Phone: (508) 896-1513
Date: 1 1117/14 1 Scale: A5 Shown I By: LJ? I Check: MIA I Project No. 0514087