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SOIL TEST PIT DATA DESIGN CALCULATIONS SYSTEM PROFILE �
NOT TO SCALE NOT TO SCALE m
DESIGN FLOW D D m
4" SCH. 40 PVC FIRST PIPE LENGTH
L=4.0 FT. TO BE SET LEVEL
4 BEDROOMS ® 110 GPD/BEDROOM = 440 GPD � T. < N C
TEST PIT TP-3 TEST PIT TP-4 TEST PIT TP-5 EL.=12.00 S=0.01 FOR MIN. 2' A D Z C
TOP FOUNDATION " z
GRD. EL 3.3 GRD. EL. 3.4 GRD. EL 4.0 REQUIRED SEPTIC TANK 4 SCH. 40 PVC Z C
SHGW EL 1.5 SHGW EL. 1.5 SHGW EL 1.5 4" SCH. 40 PVC L=28.0 FT. FINISH GRADE D m
440 GPD X 200% = 880 GALLONS EL.=10.2 L=10t FT. " S=O.015 8.7-10.0 m LOCUS
USE 1,500 GALLON SEPTIC TANK S=0.02 FINISH GRADE 4 SCH. 40 PVC C �R'
EL. 9.0 40 MIL POLY LINER -� 5• SNORE
O/A O/A O/A SIZE OF REQUIRED LEACHING FACILITY EL 6.7 TO EL 4.2 p
SANDY LOAM SANDY LOAM SANDY LOAM ?•
2.5YR 5/3 2.5YR 5/3 2.5YR 5/3 ONSITE G.WATER EVALUATION (TP-51 DESIGN PERC. RATE: 12 MIN/INCH
LONG TERM APPL RATE: 0.56 GPD/SF 8'0 ARKERS
DATE: MAY 7, 2024 440 GPD _ 0.56 GPD/SF = 786 SF EL.=8.0 •i 1=7.26 i=6.81 I=6.18 5 6 / RIVER BEACH
EL. 23 12" EL. 2.4 12" EL. 3.0 12" TEST BY- BSC GROUP, INC. 5.60 i NANTUCKET SOUND
E E E SIZE OF LEACHING FACILITY PROVIDED `' "'•• i=6.77 t=6.60 LOCUS MAP-
10YR MEDIUM SAND MEDIUM SAND MEDIUM SAND WITNESSED BY: BARRY LEWIS, BOH I=7.06
5/1 IOYR 5/1 10YR 5/1 LICENSED SOIL EVALUATOR: KIERAN J. HEALY, PLS USE (33) ARC 36 LEACHING CHAMBERS `r DISIRIBU110N 4.V SEPARATION LEACHING NOT TO SCALE
EL. 1.9 17" EL. 1.6 19" EL. 2.6 17" 1,500 GALLON BOX CHAMBERS
IN ACCORDANCE WITH MASSACHUSETTS DEP APPROVAL, EFFECTIVE LOADING SEPTIC TANK 1.50
EL 1.5 22" EL 1.5 23" EL. 1.5 - 30" RATE IS 4.80 SF/LF OF CHAMBERS
Bw Bw Bw NOTE; ADJUSTED SEASONAL HIGH GROUNDWATER ���KOF4f4SS
LOAMY MEDIUM SAND 00 LOAMY MEDIUM SAND LOAMY MEDIUM SAND 5.0 LF/CHAMBER X 33 CHAMBERS = 165 LF MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED yG
7.5YR 3/4 7.5YR 3/4 7.5YR 3/4 IN THE TRENCH OVER ALL PVC PIPING BRIANG.
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165 LF X 4.80 SF/LF = 792 SF YERGAI'lAN 4
EL 0.8 - 30" EL. 0.9 = 30" EL. 0.5 - 42" U H
792 SF X 0.56 GPD/SF = 443 GPD INSTALLED CAPACITY CIVIC.
EL. -0.7 48" EL 0.4 36" EL 0.4 36" 443 GPD PROVIDED > 440 GPD REQUIRED �OF MAIN qFQ.46206
MED./COARSE SAND MED./COARSE SAND �� RAN J. tiG���� o�FSS/ONAL
10YR 3/6 10YR 3/6
EL. -5.0 100" EL -5.6 108" ` 48135 N
CD HEALY
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�ss�DiJAL LP"�O
ONSITE SOIL EVALUATION (TP-3 AND TP-4) (#29) � 05/08/2024
BkA G. YERGATIAN DATE
DATE: OCTOBER 7, 2015 PROFESSIONAL ENGINEER
TEST BY' BSC GROUP, INC.
WITNESSED BY: AMY VON HONE, R.S., C.H.O.
LICENSED SOIL EVALUATOR: KIERAN J. HEALY, PLS !�
PERCOLATION RATE: 12 MPI LOCUS INFORMATION
SOIL CLASS: CLASS I
L.T.A.R.: 0.56 SEPTIC SYSTEM
CURRENT OWNER: JESSIE S LANE, LLC
TITLE REFERENCE: BOOK 29517, PAGE 66 DESIGN
PROPOSED BLOCK
LEGEND PLAN REFERENCE: BOOK 181, PAGE 125 (MAY 1963) PROPOSED RETAINING WALL
UNSUITABLE ESTIMATED ASSESSORS MAP: 25 �T00�(2 VENTS BENCHMARK
MATERIALS �_- SEASONAL HIGH PARCEL: 2 N/F TOP OF STONE
(TO BE REMOVED) GROUNDWATER WARREN ANDERSON BOUND. EL=5.05 29 PARKERS NECK ROAD
ZONING DISTRICT: R-25
v OBSERVED SETBACKS: FRONT 30' PROPOSED 5 6 ASSESSORS MAP 25
PERCOLATION = GROUNDWATER
N/F Dts-r. Box PARCEL 3
IN
SIDE 15
TEST RANGE
D04REAR 20' JUNE A. ST ANDRE S85'39'10 E 90.00'
ASSESSORS MAP 25 / STOCKADE FENCE
PROPOSED SB/DF 4•2 i SOUTH YARMOUTH
PARCEL 7 ,TANK
GALLON MASSACHUSETTS
OVERLAY DISTRICT: NONE SEPTIC TANK (H-10) l•-- _..._ _ ! � � � � � � i , ' FND PR OSED DRAINAGE SYSTEM I
NITROGEN SENSITIVE PROPOSED BLOCK � �' -- I � � I
ZONE: NOT IN A ZONE II RETAINING WALL !� o� - I I i I r i i STO ELD OF RUSHED STONES I
SEASONAL HIGH GROUNDWATER - �; I (BARNSTABLE COUNTY)
ADJUSTMENT FEMA FLOOD � S84.47'S0 E 29.8 . O SB/D I - I PROPOSED I
ZONE DISTRICT: "AE" (EL.=11.1), DATED 7/16/14 5' �� SLOT DRAIN I FND O -F
PANEL #25001CO589 J i �I i ��o
� RIM 5.20 I
DEPTH TO OBSERVED WATER 2.5' o o INV=4.50
MEAN HIGH WATER EL=1.5 MINIMUM LOT SIZE: 25,000 S.F. _ I i! __°__ Bl 'LDING SE sH �9,Q p PPOSEDy i SITE PLAN
OBSERVED WATER EL=O.9 -
I � I
EXISTING LOT SIZE: 8,304±S.F. `'" �o. 2 0
THE PROJECT SITE IS LOCATED WITHIN 300' OF THE 11.0' 0• "-,p o I
•-�•• � PROPOSED °p � o o
OCEAN, AND IS THEREFORE UNDER TIDAL INFLUENCE PROPOSED LOT ,COVERAGE: 1,876 8,304±S.F. = 23% • , I t I` c° I
/ ) ; I�\i i , 1 r'�� GARAGE 3 I i
in: od J'LAB ELEV 9.3` / a I
• ;. r FEBRUARY 016
f S.F. I I
GENERAL NOTES ; a SHED I I
• • FF=5.2 I I
2?•1 I STOR a 1 1 TOF=4.9 I Q I
1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEPTIC SYSTEM AND �• "� = I D
• . . ' ' 10.i l SE 2 ui ` I cr I
ASSOCIATED SITE WORK. - :15 •5' PROPOSED - - __.. ._.s�, w ^
FF=5 2 4-BEDROOM DWELLING 0, ' c w I
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH ; X 4.0 I 1
OF- %y FFE=13.2 z o 0.#. ! ' c vl w I
BOARD OF HEALTH REGULATIONS. �`' I " 1
}a TOF=12.2 4 o I
PROPOSED r , _. SLAB=8.5
2. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED � - 1 St & f
1,228E S.F. ENCL. ; N C) °
LEACHING FACILITY. o 2nd STORY ;s..`.M x s z I NO. DATE DESC.
z _ ' DECKS �4''� 6 - ,P r 1 2/9/16 WALL DELINEATION
3. REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. (SEE SOIL TEST PIT DATA). LIMIT OF 5' OVERDIG - I • ' ' l , ; ; 1 O'x16' %`' '_3_. ` s f 2 1/15/21 MODIFY DWELLING
AND REMOVAL OF • . PROPO ED
EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION UNSUITABLE MATERIALS : ; o RETAINI G WALL o 1 3 5/7/24 ADDITIONAL TEST LOG
4. IF AN OVERDIG IS SPECIFIED, REPLACE ALL E -
WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. 5 8 2 ,�r_..� f i
f
MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT /'•''•'• ' I
E o \ TP#5,- I
CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL B ---� 3 ill
• � : : 1 1 � � 31.0
PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON PROPOSED (28) - I • . _ ING SETBACK LIN o G
THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE ARC 36 LEACHING / AS a I
CHAMBERS (TYP.) _ 00 • ' ;`� Gq I
FOLLOWING SPECIFICATIONS: OBSEIZV' ' •• • TP#3 Q F - GAS I
" PORT• • ;, ;;;. #4 DIRT D IVEWAY GAS �I
100% MUST PASS #4 SIEVE _ _ . ..•� - - TREE LINE PROPOSED - \\F �J I )
SB/DH _ - \ -� PROPOSED
10% MUST PASS #50 SIEVE b 1 DR'YWELL
0-20% MUST PASS #100 SIEVE FND OFF I I i I I I o ( 8.0 F 3 I WATER SERVICE. I
0-5% MUST PASS #200 SIEVE � _ � � � E � o I EXITING CURB STOP I
5.1 � I TO BE LOCATED I
21.07' j� S87.5n'4 ` _ E _ I AND CONFIRMED. I
5. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT PROPOSED 40 MIL 100.08 i I w I
GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR POLY LINER __l w '' AD ;� B DH I I
SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, - - _-P L•DI4CG SE�� `T o / ILITY I-- -A.t L vt � � ND � I I PREPARED FOR:
WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE c -� 2 2 -_ /...... .•. _ I I DOLE I I PAU L BUTLER
DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY. ^^^^^ •^ , 11 i '
8 JESSIE'S LANE
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED SOUTH YARMOUTH, MA 02664
CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL
pkbutler2002@yahoo.com
COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE.
7. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 BSC
-
(888) 344 7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A
349 Route 28, Unit D
GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). NOTES:
W. Yarmouth, Massachusetts
1. ELEVATIONS DEPICTED ON THIS PLAN BENCHMARK 02673
VARIANCES REQUESTED ARE RELATIVE TO THE NAVD 88 DATUM.
508 778 8919
2. NO SEPTIC LOCATION INFORMATION IS TOP OF STONE BOUND AT NORTHEAST CORNER OF THE LOCUS PROPERTY.
MASSACHUSETTS TITLE 5: AVAILABLE FROM THE TOWN OF YARMOUTH
ELEVATION 5.05 NAVD-1988. C 2021 BSC Group, Inc.
310 CMR 15.212 (1): TO ALLOW 4' OF SEPARATION TO GROUNDWATER IN LIEU OF 5' HEALTH DEPARTMENT. THE LOCATION OF
THE EXISTING CESS POOL IS APPROXIMATE. SCALE: 1" = 10'
TOWN OF YARMOUTH BOARD OF HEALTH REGULATIONS: CONTRACTOR TO LOCATE AND REMOVE
FROM SITE PRIOR TO CONSTRUCTION. 0 5 10 20 �r
1. SECT. 3.7: TO ALLOW DESIGN OF A SOIL ABSORPTION SYSTEM IN AN AREA WHERE
THE DEPTH TO GROUNDWATER WAS OBSERVED TO BE LESS THAN 4 FEET
BELOW THE GROUND SURFACE. FILE://4991501/Civil/49915-SP.dwg
2.5' OBSERVED. 2.3' ADJUSTED. A 1.7' VARIANCE IS REQUESTED FROM
THE ADJUSTED GROUNDWATER DEPTH. DWG. N0: 6314-02
SHEET 1 OF 2
JOB. NO: 4-9915.01