HomeMy WebLinkAboutBHDC-24-13TEST PIT
DATA
TEST PIT DATA
PERC NO.
N/A
PERC NO. N/A
INSPECTOR: Barry
Lewis
INSPECTOR: Barry Lewis
EVALUATOR: Michael Pimentel, EIT, CSE
EVALUATOR: Michael Pimentel, EIT, CSE
C.S.E. APPROVAL DATE: Oct. 27, 1999
C.S.E. APPROVAL DATE: Oct. 27, 1999
DATE: August 10, 2023
DATE: August 10, 2023
TEST PIT #:
1
TEST PIT #: 2
ELEV TOP =
25.90'
ELEV TOP = 26.70'
ELEV WATER =
18.90'
ELEV WATER = 19.03'
PERC RATE =
PERC RATE = 2 min./inch
DEPTH OF PERC =
DEPTH OF PERC = 12" - 30"
TEXTURAL CLASS:
1
TEXTURAL CLASS: 1
0°
12"
B
36"
1
84"
1 08"
120"
Loamy Sand
10Yr 3/1
Loamy Sand
10Yr 5/6
Medium to Fine Sand
2.5Y 6/6
Molliing 1 84
Standincq?a 'L
0
U
J
25.90' 0"
6"
24.90'
12"
22.90'
42"
M
18.90,
92"
16.90'
4 r, on, 1217'
Fill
Loamy Sand
10Yr 3/2
Loamy Sand
10Yr 5/6
Medium to Fine Sand
2.5Y 6/6
Mottlingja 92 -
Standen 120"
26.70'
26.20'
25.70'
23.20'
19.03'
16.79
MAP 56
LOT 4
PROPOSED VENT AND BLOWER FOR FAST TANKS,
EXACT LOCATION PER OWNER (TYP OF 2)
PROPOSED 1,500 GALLON SEPTIC TANK
"A" w/ MICROFAST INSERT MODEL 0 9-\
PROPOSED CLEAN -OUT- ./
PROPOSED 4" SCH. 40 PVC TO BE /
CONNECTED AT BUILDING (1% MIN PITCH)
(TYP FOR 3 BUILDING SEWER LINES)-',
MAP 47
LOT 93
Benchmark #1
Corner of Step
Elevation = 29.00'
Approx. M.S.L.
MAP 47
LOT 92
/
MAP 47 i
LOT 97 j
MICROFAST NOTES
1 BLOWER MUST BE WITHIN 100 FEET (30.5m) OF FAST UNIT AND USE A MAXIMUM OF 4
ELBOWS IN THE PIPING SYSTEM (@ 100 FT). FOR DISTANCES GREATER THAN 100 FT --CONSULT
FACTORY. BLOWER BASE MUST BE LOCATED ABOVE NORMAL FLOOD LEVELS.
2. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVOID INFILTRATION. CAP WITH
6" VENT GRATE W/AT LEAST 7.1 SO. IN OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL
SCREWS.
OR:
RUN VENT TO DESIRED LOCATION AND COVER OPENING WITH 3" VENT GRATE W/AT LEAST 7.1 SQ.
IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. VENT MUST NOT ALLOW
EXCESS MOISTURE BUILDUP OR BACK PRESSURE.
3. ALL APPURTENANCES TO FAST (e.g. SEPTIC TANK, PUMPOUTS, ETC.) MUST CONFORM TO ALL
COUNTRY, STATE, PROVINCE, AND LOCAL CODES.
4. LOWER CONTROL SYSTEM BY BIO-MICROBICS, INC.
5. COPYRIGHT (C) 2001, BIG-MICROBICS, INC.
6. MUST INCREASE TANK SIZE BY 20% IF MINIMUM OF 10 INCHES IS USED BETWEEN THE UNIT
AND THE BASE OF TANK CONSULT FACTORY FOR APPROVAL
7 THE PRIMARY COMPARTMENT MAY BE A SEPARATE TANK
8 FOUR LEG EXTENSIONS MAY BE USED TO STAND UNIT IN TANK ELIMINATING NEED FOR LID.
9. EITHER THE INFLUENT PIPE TEE SHALL BE FITTED WITH A PIPE CAP OR THE BAFFLE
SEPARATING THE TWO ZONES SHALL BE EXTENDED ALL THE WAY TO THE TOP OF THE CONCRETE
TANK. IF CHOOSING TO USE THE PIPE CAP, THEN THE BAFFLE SHALL BE AT LEAST 3" HIGHER
THAN THE WATER LEVEL AS SHOWN ON THE DRAWING.
0)��
J
CC)
PROPOSED 4" VENT PIPE.
I EXACT LOCATION PER OWNER
i I / PROPOSED (17) 500 GALLON CONCRETE
/ LEACHING CHAMBERS / 4 FT OF
I
1
I
-
w
SURROUNDING STONE (CHAMBERS /
TOUCHING ON LONG SIDES) '
O
-
!
I /
O
O
_f
o
20' 4
O
! 25x4'
O
O ,,J
I/
- rt----PROPOSED
O
--`-
\ DISTRIBUTION BOX
O
O >
L_SA
/
PROPOSED WYE CONNECTION
18 I
♦
r
LP
DF -
`
22'
I
I
1 '
AMN
W 20"
27x5'
- TOF -
-
32.6't
D�rK -
PROPOSED 1,500 GALLON SEPTIC TANK
"B" w/ MICROFAST INSERT MODEL 0 9
UNIT
#2OA
UNI T
� 27x4'
(2-13EOSj
#20,g
' I)E._;
,
r&
j
(2-BFDS.
UN
21"
Ir
#20C � UM r
Benchmark #2
UNIT Nail Set in 21" Tree
#20E Elevation = 28.79'
(2-BEDS) Approx. M.S.L.
NIr
�A'
rY rt' �3 #20F`
�'1 4 (2-SEDS
� ..� � fir•
EXISTING GAS LINE �
(APPROX LOC ONLY)(TYP)
W
EXISTING 6" D I WATER MAIN
(APPROX. LOCATION) `"~--. `,t/
EXISTING? TEL aO,x P.
TRANSFC _�'MER-----ti --
SITE PLAN
SCALE: 1" = 20'
`!'' �' ►i� ;Y`� '+ _ GENERAL NOTES
r f `Y 1r)t)�? t� 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
CODE AND ANY APPLICABLE LOCAL RULES.
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
ZONE II I ; Gravel 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
Pi t:. SYSTEM UNLESS OTHERWISE NOTED.
tlP (1 r' ,•, H' %. Q 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
lit n , �t-� : •' " P �`, y �+ ELEVATION = 25.00' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
!' THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
"Ar, L
5, SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
.5fiady 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
i F,
! o#41 S' 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
!'C t .S f FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
v r 5 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
AND DESIGN ENGINEER.
8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK LOCATION AND
LOCUS ;.-
ELEVATION SHOWN ON PLAN.
- •' %% `'� `"f 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
..'��'�(� •�`�" ."• \�` 1 THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
:� `. • r . • ,� •'� 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
a n be. r y . • ,� ,, � • .• y\ \� f, TO THE DESIGN ENGINEER.
s •, /f / \�`:j 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE
WATERTIGHT.
- --,•••y , + �'�0"• '" ,, 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
• , O 4 \tti > REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
•\ \ �� 1. ` �/ \\ APPROPRIATE AUTHORITY.
`• , • •��1 r.r.� V444
�� 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
,11
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
LOCUS PLAN
13 DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES
SCALE: 1" = 1000'
14.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY,
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
15.
CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
16.
PROPOSED PROJECT IS LOCATED WITHIN:
ASSESSOR'S MAP 47 PARCEL 97
NOTES:
OWNER OF RECORD: HALCYON CONDOMINIUMS c/o
ADDRESS: 300 BUCK ISLAND ROAD
1.) MAGNETIC MARKING TAPE SHALL BE PLACED Al ONG THE TOP EDGE OF EACH SEPTIC
W. YARMOUTH, MA o2673
SYSTEM COMPONENT.
FEMA FLOOD ZONE X
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED
COMMUNITY PANEL # 25001CO586J
LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN.
REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH
17.
DEED REFERENCE: LAND COURT CERTIFICATE #157445
TEST PIT DATA.
18.
PLAN REFERENCE: LAND COURT PLAN #32462-D-5
3.) PORTION OF PROPERTY IS LOCATED WITHIN A MASS. DEP APPROVED ZONE it. ALL WORK IS
19.
ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
LOCATED WITHIN ZONE 11.
20.
PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
INSTALLER- INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR
TO BE INCORRECT.
21
CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND
APPROVALS FOR THIS PROJECT,
5.) ELECTRIC LINE FROM BLOWER TO CONTROL PANEL AT THE BUILDING SHALL BE INSTALLED
BY THE CONTRACTOR. ELECTRIC LINE ROUTE SHALL BE ALIGNED SO AS TO CREATE THE
LEAST AMOUNT OF DISTURBANCE TO THE PROPERTY AS POSSIBLE.
6.) NEW SEPTIC SYSTEM WAS DESIGNED PER MASS DEP LETTER DATED JUNE 4, 2003 ON FILE
WITH THE YARMOUTH BOARD OF HEALTH.
' P ,,,--PROPOSED SAS
•
f BUILDING 20
r
MAP 47
LOT 97
ealth Department
Yarmouth H OvED
Date
Name
/ 0p0
O�
0�
INDEX PLAN
SCALE: I " = 200'
LEGEND
50xO
EXISTING SPOT GRADE
- - 50
EXISTING CONTOUR
- E5V 1
PROPOSED CONTOUR
EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND TELEPHONE / CABLE
EXISTING 6" D.I. WATER MAIN
EXISTING WATER SERVICE LINE
EXISTING GAS LINE
TEST PIT LOCATION
EXISTING 1,000 GALLON SEPTIC TANK
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
PROPOSED 5-OUTLET DISTRIBUTION BOX
PROPOSED 500 GALLON LEACHING CHAMBER
Q�
PROPOSED 1,500 GALLON SEPTIC TANK wl MICROFAST INSERT
REV. I DATE I BY I APP'D. I DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
w`NS�c PREPARED FOR:
JOHN L. ��, ROBERT B. OUR CO., INC.
o CHURCHILL JR.
CIVIL
NO 48066 LOCATED AT
rsT" 300 BUCK ISLAND ROAD (BUILDING #20)
W. YARMOUTH, MA 02673
PAGE 1 OF 2
SCALE: 1 INCH = 20 FT. DATE: NOVEMBER 6, 2023
0 10 20 40 80 FEET
�ZN OF NgS3
ram` J{iHN L. yes PREPARED BY:
CHURCHILL JR. JC ENGINEERING, INC.
CIVIL '^
N 41807 2854 CRANBERRY HIGHWAY
" EAST WAREHAM, MA 02538
508.273.0377
Drawn By: MKV Designed By: MCP Checked By: JLC ! JOB No. 4977-1