App# 15-A020TOP OF FOUNDATION 24'dameter concrete covers
EL=50.4raised to wV m 6" of finish grade
(oras motel)
Cxrst�ng EL=49.7'
P_OW PROFILE Grspec"01 Port and cap
with maeretic marking tape
to ,thin 3'ofg ode
NOT TO SCALE i
r -
V fnstmg
C� Baq//c 45.20 T j+fNTYF1VE (25) A05 ARC36tIC
(36163D2) LEACtf CNAMBER5 /N BEO
anges..er n CONFIGURATION WLTtf FIVE (5) ROWS
INSPECTION NOTE:
PRIOR TO FINAL INSPECTION BY THE
ENGINEER, SYSTEM NEEDS TO BE COMPLETE
INCLUDING BUILDUP FORCOVERS.
�e9r' FX/ST/NG /OOOGALtOA1 -43 OF RSFIL
DB -6
SEPTIC TANK ("-20P�ated) LEACH CHAMBERS
d=37.9+Bottom ofT st Hole
19 -Dox
CONSTRUCTION NOTES
EXISTING SPOT GRADE
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (31 0 CMR 15.0001
Bedroom
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION
And tion
OF ON-51TE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF
TWENTY FIVE (25) ADS ARC3GHC (3G I GBD2)
5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS.
LEACH CHAMBERS IN BED CONFIGURATION WITH
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED INA 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 WITHSTAND AN H-20
ro i a
LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE.
I CYR 3/3
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANK5 SHALL BE INSTALLED ON A STABLE
1211-3011
MECHANICALLY -COMPACTED BASE ON 51X INCHES OF CRUSHED STONE.
"-
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION FOX, AND THE
//
SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G" OF FINAL GRADE LEACHING FIELDS,
C I
TRENCHES, AND OTHER SOIL A[350RP7ION 5Y5 T EMS WITHOUT ACCE55 MANHOLES SHALL HAVE AT
I OYP. 5/G
LEAST ONE (1) INSPECTION PORT CON515TING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE
V
BOTTOM OF THE 501L ABSORPTION SYS] EM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE,
Medium Sand
ACCESSIBLE TO WITHIN 3" OF FINAL GRADE.
Pere @ 45"
5.) PIPING SMALL CON515T OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A
MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND
NOT LESS THAN I7o OTHERWISE.
erHo /
I s eof� 0 0 4
G.) DISTRIBUTION LINES FOR THE 501L ABSORPTION SYSTEM SMALL BE 4" DIAMETER SCHEDULE 40 PVC
e o e J
(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHEPW5E NOTED. LINES SMALL BE CAPPED AT END OR
AS NOTED.
PLAN VIEW
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCH114G TO
THE 501L ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN
SCALE: I " = 10'
DISTRIBUTION.
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE 5TRUCTURE5 IN
ORDER TO PROVIDE A WATERTIGHT SEAL.
- "-
BENCHMARK I
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED To OPERATE OVER THE LIMITS OF THE SEWAGE
Top Corner Concrete
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM.
EL -50.00 (Assumed Datum)
10.) 1N ACCORDANCE WITH 31 O CMR 15-22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE.
I I.) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED 501L ADSORPTION SYSTEM.
/'� /"` p /'`
N ALCULATIONS
SYSTEM DE51GC
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 USE OF
5EU/A6E DE5I6N FLOW REQUIRED: 4 BEDR0044 D14,f11/NG Q z
THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM.
/ /O GFD/BEDROOM = 440 GPD REQUIRED O _
13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED
o �
5fWAGEDE5/6N FLOV1 pROUIDED: 7YVIAITYFIUE(25)AD5 UNIT51M BED N
AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DE5iGNER.
CONFIGURATION /,,N F11(E(5) ROiNS OF FNE (5) UNITS EACtL.
o �
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE
It = [(440/0.74)/(4.8 FTS/FT)/5.0 LFJ = 24.7 A55 UMTS -
REQ. (25 FKOVIDfO
BOARD Or HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE
DISPOSAL. SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE
444 GPD PROVIDED > 440 GPD REQUIRED
APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED.
15.) LOCATION Of UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR
55 -TIC TANK CAFAC1TYRf0UIRED: 440 6,'0 A' 2007 = 060 GPD REO.
SEPTIC TANK CAPACITYP90V1,9f0: EY45TIN6 1000 GALLON5EP.7C TANK
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIG5AFE, ANY
A GARBA6ED67P05AL 15 NOT PERMITTED WITH TYA5 OE5/6N FLOW
PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT.
I G.) CONTRACTOR SHALL VERIFY THAT ALL WASTEUNES ARE CONNECTED BY WATER TESTING WITHIN THE
DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS.
TEST I TOLE LOGS
51TE PLAN
SCALE: I " = 20'
13
Exiztirlg
Pool
Lin
0 M
24'Tree, 30"Tree 20'Tree
//2zl Treace\ a�,1nf,R�1'YJ%)tip }�%::
24'TreeA o
_.. Existing 6"pto 7arh to be Planter
tit,hzed (5ee Note 822)
i l
O
Pond
Pab
N
LOT 2G
Area=36,229 5.P.�
I
m
m
N �
� O
J O"
lP
/ rn
/
1 /
2,
/ ✓ v
/, z (Lcly Trees /�
(to Remain) i
❑/ p
/
I� /
I, o
49x0 23.7'
20'rl.m
7P-7 /
0
d e °
4
40"Tree
• G'• I r
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC
SYSTEM COMPONENTS.
18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SMALL NOT BE U5ED
FOR STAKING, OR ANY OTHER PURPOSES.
19.) THI5 PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING
BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS.
OWNER IS RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY.
20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND
FFER FROM
Test Hole # I (EL=48.2-)
EXISTING SPOT GRADE
Depth
Bedroom
/
And tion
/
25 0'
Existing 3 Bedroom Dwelling
WATER SERVICE LINE
Top of Foundation EL -50.4±
4,5x7 rn
9"-1 2"
ro i a
Medium Sandy Loam
I CYR 3/3
1211-3011
B
Med um Loamy Sand
0
d e °
4
40"Tree
• G'• I r
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC
SYSTEM COMPONENTS.
18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SMALL NOT BE U5ED
FOR STAKING, OR ANY OTHER PURPOSES.
19.) THI5 PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING
BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS.
OWNER IS RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY.
20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND
FFER FROM
Test Hole # I (EL=48.2-)
EXISTING SPOT GRADE
Depth
Layer
5011 Gass
Soil Color
Comments
O"-9"
Fill
WATER SERVICE LINE
-o-
OVERHEAD UTILITY LINES
9"-1 2"
A
Medium Sandy Loam
I CYR 3/3
1211-3011
B
Med um Loamy Sand
I CYR G/G
TEST HOLE LOCATION
301- IOC"
C I
Medium -Coarse Sand
I OYP. 5/G
10% Gravel/Cobbles
100"-1 20'
C2
Medium Sand
I OYR 7/2
Pere @ 45"
i" '6 • 40Tree
S
m_
c pd
TE5T HOLE DATA 15 NO GUARANTEE OF OIL CONDITIONS IN OTHER AREAS. IF SOILS DI / . 4
• - - - -
THOSE SHOWN IN THE SOLL5 LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING °
WITH INSTALLATION OF ANY SEPTIC COMPONENTS.
2 1.) SOIL REMOVAL: ALL TOF501L (7W LAYER) AND SUB501L ("B° LAYER) SHALL BE REMOVED FOR A
D15TANCE 07FIVE (5) FEET LATERALLY FROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN
SAND LAYER (EL=43.5-45.70. AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO
MINIMIZE SETTLING.
22.) EXISTING 1 000 GALLON SEPTIC TANK TO BE UTILIZED. PVC TEES TO BE INSTALLED ON INLET AND
OUTIi PIPES IF NECESSARY AND A GAS BAFFLE INSTALLED IN THE OUTLET TEE.
Test Hole #2 (EL=47.9+)
EXISTING SPOT GRADE
Depth
layer
Soil Class
Soil Color
Comments
O"-22"
Fill
WATER SERVICE LINE
-o-
OVERHEAD UTILITY LINES
22"-24"
A
Mectum Sandy Loam
I GYP 3/3
24"-52"
B
Medium Loamy Sand
I OYR GIG
TEST HOLE LOCATION
52"- 1 18"
C I
Medium -Coarse Sand
I CYR 5/G
10% Gravel/Cobbles
118"-I20"
C2
Medium Sand
IOYP. 7/2
23.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN 5AND AND DATE OF TESTING: 10109/1-4
ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 501L EVALUATOR: LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC.
BOARD OF HEALTH AGENT: PHIL RENAUD, YARMOUTH HEALTH DEPARTMENT
24.) EXI51-ING SEPTIC COMPONENTS TO EE REMOVED. ANY CONTAMINATED 501L SHALL BE REMOVED PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C' LAYER
FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE 501L ADSORPTION SYSTEM AND REPLACED NO GROUNDWATER ENCOUNTERED
WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
• e aY 150.00 e^
/ 5 39054'30" W.)
14"Tree
Liverpool Drive
40' Public Way
YARMOUTH,
MA
NOT TO SCALE
1.) Assessor's Map 143 Parcel G3
2.) Deed Book 25322 Page 31 1
3.) Plan Book 2G4 Page 81 Lot 2G
4.) This property is not 1n a Zone II of a Public
Water Supply
5.) Flood Zone: C
Pxistng Septic Components to
be Removed (see Note 824)
5'5011 Removar
(5ee Note 821)
Px,5bna 5eptrc Components tc
be Abandoned (5ee Note ,4`23)
Zoning: P40
Lot Size 40,000
Frontage 150'
Setbacks
Front 30'
Side 20'
Rear 20'
Max Bldg Coverage 25%
LEGEND
-
EXISTING SPOT GRADE
24x5
PROPOSED SPOT GRADE
-..-
EXISTING CONTOUR
-24-
PROP05ED CONTOUR
-w-
WATER SERVICE LINE
-o-
OVERHEAD UTILITY LINES
-u-
UNDERGROUND UTILITY LINES
-G-
GA5 SERVICE LINE
EDGE OF CLEARING
FENCE
TEST HOLE LOCATION
5T
SEPTIC TANK
DB
DISTRIBUTION BOX
5A5
SOIL ABSORPTION SYSTEM
MAN 9 )Z615
ytHOFM4SS OWN LERK
LINDA N YARI OtlfH,
'ED
Prepared for: ` .. ` r�
Meredith P. Krueger MAR - 9 2115
37 Liverpool Rd., Yarmouthport, MA G75
( Proposed Site � Sewage Di5po549
37 Liverpool Rd., Yarmoutport, MA
Prepared by:
0 20 40 GO
SCALE I "=20'
Plan:dwg
RRECEii ED
-"�- JAN 2 312 15
(N -DIM° 300 YARMOUT
a[F=Fff0(D OLD KING'S HIG ',WAY
E%W1 Uratic esc.11.0%,
P.O. Box 201, Brewster, MA 02631 Phone: (508) 896-1513
Date: 11117114 Scale: As Shown By: LIP I Check: MLA Protect No. 0514087