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LOCUS INFORMATION ION
LEACHING FIELD
DETAIL
SOIL
TEST PIT DATA NOT TO SCALE;
NOT TO SCALE
4" PERFORATED PVC
QN DISTRICT:
NONE
COMPUTATION OVERLAY EXTEND -DOWN
HIGH `GROUNDWATER -COM CURRENT OWNER: VALENTINA KARCHA 0 w/SCREW CAP TO
BASED ON TP -1) MIN. 2% SLOPE r TO NATURAL=SUBGRADE
EVALUATION TION
' NITROGEN .SENSITIVE
OIL .- FIELD TES OVER LEACHING
_ ONSITE 6 NOT A ZONE II
PIT. TP 1 5:5 TITLE REFERENCE. CERT. 22708. ZONE... N
TEST DEPTH TO WATER"-
-29
GRD. EL.
7:3 M
Iw
` INDEX
:...WELL
L.C. PLAN 14114 -A -2 -SH -1 .
FEMA FLOOD
ER 16 202t'
PLAN
REFERENCE: RENCE.
SEPTEMBER A
TE. GE ZONE 11
GW'EL. 3.2 DA WATER LEVEL RAN ZONE AE 'ELEVATION "
SH ` ZONE DISTRICT. ,
12 MIN. COVER
: P INC.
BSC GROUP, AUG021 9.29 14
TEST BY. PTH ®INDEX WELL A DATED JULY 16, 20
DE 34
ASSESSORS >MAP.
UD ' J
RENA 2:4 589 .,, -.. .... ....._ .. , .".. ...•.....
WITNESSED BY. PHILIP ATER LEVEL ADJUSTMENT PANEL #25001 C0
W PARCEL: 83
CDONALD 1.4
TODD MA ENT*
LICENSED SOIL EVALUATOR. APPLIED G.W. ADJUSTM
LS : 25 000 S.F.
41
MINIMUM .LOT SIZE:, ,
:INCH WATER -
' 7E, < 2 MINS./INCH DEPTH TO HIGH TE RIOT. - R 25
10YR 2` 1 PERCOLATION RA ZONING DIST
/
• p
»PERFORATED
ASS t . KS FRONT 30 9 180f S.F.SCT ENDS OF
EL: 7.1
2 SOIL CLASS.. CL SETBACKS: EXISTING LOT SIZE CONNECT
, SCH. 40 PVC PIPE
GROUNDWATER LATERALS
SSION GR 15
E 0.74 GPD S.F. * REQUESTING 1 OF THE CAPE COD COMMISSION -SIDE
LT A.R.: / RAGE: 578/9,180=6.3% TYP-
ADJUSTMENT WOULD PUT THE EXISTING BLD. COVE
�' ADJUSTMENT AS THE FULL AD REAR 20
LEVEL BOTTOM
THE EXISTING HISTORICALLY DRY GROUND
10YR 6 1 GROUNDWATER ABOVE _ 26' .
D BLD: COVERAGE. 1;752 9,180 19.1
EL 6.4 110
AT THE WETLAND SIDE OF THE PROPERTY: PROPOSE /
B
PROFILE
LS
„ 8" TO 1 2"
10YR 6/8 2 MIN. OF 1/
LEGEND
4t; �.r „ WASHED' STONE. OR
" TO'1-1 2 DOUBLE
17 3/4 /
EL 5.9 IIIc NfF TILE
_�. GEOTEX
f ----- DOUBLE WASHED STONE
YARMOUTH iCiVV�? tBF" YARh9?J
_ AP 34
CONTAINING N
O `FINES
C ESTIMATED iC9 AF -102A '�S'�'' M BIT. PAVEMENT
' UNSUITABLE
2.2 PARCEL
72:
FS -- � ✓'
_ _SEASONAL HIGH REQUESTED
_ VARIANCES REQ
" MATERIALS
_
MA -�,:
Y T 3 WATER
2.5 GROUND _
EL
3.5
/
46
BE
REMOVED) €
0�
TO
ADJ.
G.W.
- 49
( 5 OVERDIG
EL. 3.2 _
BOTTOM OF:
OBS G.W. - 66" _ OBSERVED X 3.9
TITLE Y 6"
_ _ 6 ,..;., ,. LEACHING
6p NONE
EL 1.8 _ _ - � , . ., FIELD
TION GROUNDWATER'
PERGOLA
7
7
RANGE 5 .:
TEST R 6 -�
n
Ir e
EL: 0.3 Be- +
�`""� � �f TOWN OF YARMOUTH
+ NONE 2.75' 4' 4' 2.75'
TVP. TDISKIROD VP. (TYP.) (TYPJ
t ,�.
SET
NG
EXISTI a <
_ 17.5
T BE cs
DEBRIS 0
x
1, 0�
�J D
�/ I L I-1 PROPOSE
DISTRIBUTION BOX ' D E TA REMOVED rG
350± S.F. OF + CROSS-SECTION
T TO SCALE + GENERAL NOTES
NO MITIGATION + �r < 'GEN
+ r*i
" MAX. AREA +: + + it
6 A_
REMOVABLE PROPOSED 1 �'
+ ,,, s*c 1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION
<COVER + + SHED v ✓
+ SYSTEM AND ASSOCIATED SITE WORK.
+ . R 3.2 ; OF THE SEWAGE DISPOSAL
+ + �. w 8 x14 F .:^'
w}
+ + 14 + +
-- ---- _.._. - + + + -''! .• 2 ALL .CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310
_ + + %
E RISER +
HDP + �t / HEALTH REGULATIONS
.. + + � + R 15.000'AND-YARMOUTH BOARD OF
+ t
+ + + t 3.fi
+ E
" 21 +
+ + + LIN
3 + + E
.. RE S LOCATED WITHIN
„ ' + T OR PROPOSED PRIVATE WELL
+ � .. 3. THERE ARE NO KNOWN
2 WAILS � . � ,.
150 FT. OF THE PROPOSED
LEACHING FACILITY.:
(6) MECHANICAL AR BLOCK -RETAINING Y�1A
� ,v . •• � MODULAR
FLOOD VENTS N
.. v
SOIL AND
J TOPSOIL, SUB TO SCALE
.. ECIFlED REMOVE T P NOT
I - „ 4. IF AN OVERDID IS SP
9--1 2 (5) 5 DIA:,
/ I .. ••, _.'.`"`' a-•-- __-_ ABLE MATERIALS.
» � OUTS .• 4 OTHER UNSUITABLE
O
13 KNOCK 1O
o I
„ ,I TVP. SFE
11-1 2 FU RIALS
/ I°- -- G - 0 IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATE
i, 5,� fil 5:
L-. 5 SAND `FREE CAP UNIT ADHERES
" _ _ _ 1. "�� WITHIN THE OMIT OF EXCAVATION WITH CLEAN GRANULAR
� TO TOP _UNI
--'" FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES:. MIXTURES IMPERVIOUS FILL
z W/VERSA-LOK "
2 L SHALL NOT BE USED:
a AND LAYERS OF DIFFERENT CLASSES OF SOI 12 DEEP
F BOTTOM ON LEVEL " � ",`.- -v--
6 MINIMUM 4 CONCRETE ADHESIVE
a STABLE BASE " PLAN VIEW 1 • 7 FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN
3 4 TO 1 1 /2
/ ? X HALL BE PERFORMED
A SIEVE S
� IS USING
CRUSHED STONE INCHES: A SIEVE ANALYSIS �4
;
SECTION VIEW ON A -REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY /
X DEMONSTRATE
\
>, SIEVE. SUCH ANALYSES MUST'DEM
DECK BE RETAINED' ON THE �}4 ,
5 SPECIFICATIONS- • THAT THE.. MATERIAL MEETS EACH OF. THE:FOLLOWING SPECI \ \
,�5 `VERSA-LOK STANDARD \�\�
�q NOTES: `"_^.-- CRETE UNITS
E OF PIPE EXCEEDS 0.08 FT./FT OR
"A/C MODULAR CON
N 1 PROVIDE INLET TEE OR BAFFLE WHERE SLOP -
--�, 100% MUST PASS �j4 SIEVE.. '(OR APPROVED EQUAL)
o IN PUMPED SYSTEM.
10% MUST PASS /j50 SIEVEIN AF
-
N _ SIEVE :
VEL _ PASS 100
N 2. FIRST' TWO FEET OF PIPE OUT OF DIST. BOX TO BE
LAID LE 20% MUST
o PROPOSED N K CHA a ( 0 #
SS S M P 34 z 1
0-5% MUST PASS 200 SIEVE - .' DRAINAGE AGGREGATE
ALL BE WATERTIGHT. BUILDING itE
CONNECTIONS AND CONCRETE CONSTRUCTION SH
0 3: ALL PIPE C T:O.F.=12.0 A EL � '
r, ', ---- 1C.Ci' _ �, N F i 12- THICK (MIN.)
F.F.F.-13.0 /
4 PLANS ARE APPROXIMATE.
' ( 6: EXISTING UTILITIES WHERE SHOWN ON THE
C*+ ALL UNUSED KNOCKOUTS WITH MORTAR S
4. FILL A
CRMO A. MAP R THAT ALL
c -: ASSESSORS MAP 34
THE ENGINEER DOES NOT GUARANTEE THEIR `ACCURACY 0
RAISED TO WITHIN 6 INCHES OF FINISHED GRADE
5. CONCRETE COVER SHALL BE PARCEL 84
.o . 5.9 � SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY
- THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND
rn i PRIOR TO THE START OF
• - STRUCTURES. WITHIN THE OMIT OF WORK. PRI '.
OR FIELD
z •�. _ CONSTRUCTION: 1F ANY DISCREPANCIES ARE DISCOVERED ...•,.,. ,_
a N STAKE SHALL NOTIFY THE ENGINEER
CALCULATIONS
M DESIGN SANDRA COSTA CHANGES REQUIRED, THE CONTRACTOR
ASSESSORS MAP 34 SET f
p° v IMMEDIATELY. GRANULAR
z r �� T'$ �l� #"
a DESIGN FLOW PARCEL C2.. � . _ -
I, SIBLE FOR PROPERLY COORDINATING LEVELING PAD
¢ 7. THE CONTRACTOR SHALL BE RESPON MIN. 6" THICK
� 3 -BEDROOMS 0 110 GPD/BEDROOM 330.
GPD o AND THE
_ 7 :6 THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG SAFE N
7 ALL COMPLETE THE PROPOSED
REQUIRED TANK i s . ✓ APPLICABLE UTILITY COMPANIES, AND SH
y REnI SEPTIC T �_ ONS IN SERVICE:
CONSTRUCTION NOTES
WORK WITHOUT ANY INTERRUPTIONS
GALLONS PROPOSED 500, 1
� 330 GPD X 200% _ 660 GAL �_ PROP ; ,_
a ON OF THE SYSTEM INSPECT
TANK GALLON DRYWELG ,.,"} . F� NOTIFY DIG -SAFE, PER MASS. STATUTE 1. THE ENGINEER IS TO STAKE THE LOCATION .USE 1,500 GALLON SEPTIC T ..�,. 8U
q 8. CONTRACTOR IS REQUIRED TO
N (TYP•) O i - 8-344-7233 A MINIMUM OF 72 HOURS AND, CERTIFY THE iSOIL REMOVAL, WALL CONSTRUCTION AND FINAL
.. TM` •:., o •{i: DV4~1ilNC CHAPTER 82, SECTION 40 (1 88 )
o SIZE OF REQUIRED LEACHING FACILI. - •^-.,..,�
• � X56 OR TO THE START OF CONSTRUCTION. INSPECTION PRIOR TO BACKFILLING AND i GRADING.
"'---•.__.� •``,,, CRAWL SPACE PRI
--..,.•.�.a..._. v m. FOUNDATION INV. OUT=9.73
DESIGN PERC. RATE. <2 MIN/INCH
SF PROPOSED NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER.
N LONG TERM APPL RATE. 0.74 GPD/ DRYWELL 9. THIS SYSTEM IS
0
N =.446 SF , / T SQNOTUBE PROPOSED `FLOOR PLANS
330 GPD + 0.74 GPD/SF L ®/
e `FOUNDATION 15.5' (T�'•) INSTALLATION OR USE OF A GARBAGE GRINDER. AT THIS PROPERTY IS
LEACHING FACILITY PROVIDED PORCH NOT ALLOWED PER 310 CMR 15.240(4). NOT TO SCALE
SIZE OF -- 1 ..7
T.W.=10.8
o. -
! USE (1) 17.5'x26' LEACHING FIELD ° B.W:=7.0
li ,` ..
c BOTTOM AREA: 17.5 X 26' = 454' S.F. DihELLd%dS r , ' _, DINING
0 455 S.F. 1 .5' Roca
IT
� : 711 c1 a
v EFFECTIVE LEACHING AREA 1.500 GALLON
PAVED 'I. b I rr
x $ SEPTIC"TANK H of ti
S as d
_ DRIVEWAY a = P s
- 6 GPD `INSTALLED CAPACITY) �<,'; � o N INV. IN 9.41 E q
o S.F. X 0.74 GPD S.F.33
- 455 � „„� . _._ .....11•.3: t 11:3 �� s oy
_ o =
tL ITV PROVIDED 7 INV.' OUT 9.16 o c
D 8 GPD RESERVE
CAPACITY ) T
336 GPD > 330 GP ( 10 .-�. _ L O �
DISTRIBUTION BOX B2x16
- .. � ERAN `-` d:3 :. ROOM
_ :11
'INV: IN 9. \
T3 REPAIR OF SEPTIC SYSTEM N eceare
F.. _ 1 - FKtaA valid Lot R 1 HEALV 16X2t1:•rr
_ 7 >
a OUT 8.94 T.W. 10. �
INV. �
and Local septic 'NO.a&135
w � ONLY, due to a. _. -�
to B.W.=7.0` P : o
.,. - PROPOSED �rv�ewand approval ure required for
--
_ Board of Health PP 4
_ o ...E ,_ ....
RETAINING
a P . ddi6o s/rtnoval�onslalteratwas to::
:: as future, d a s GI R P E ,CzS;,. AfliC
SEE
WALL . .
I o
VE AR
EA _ 11
r
RESERVE >� .. ,.
wUm.
N _.
and/or s rust reald e
:' ... facilities a d t u
Ii -uw•a a facd F n . - -
i ,, -. :-'GAME
1 _ I SPOT GRADE ��_ G
GALLON
SEPTIC TANK iH
1 0 / A-.455'S:F.. ,:. . -i ...r.::I. E :
500 _ �� ROOM,
CP Yarmouth Health Department
. X _
3
NOT TO SCALE
N 1 A;; . 5,
y A � . � OVERDIG _ '
v 5
• RELOCATED v,
RELOC cn
= APP flVED ,,, �I.P.
a TP f T.W. 10.3 i TER LIMITS OF R OA
to WATER 1
OUTER a sxs9: TSH
_ 1 a �i
.5
X
B.w. s LL ?
I ca
RETAINING WA
s
VER
:.TING CO � ..
AT (EAST ONE EXISTING LINE
Q RAISE 10:0; ct# v '
CD "..
NoTEs. ADE � ata
TO WITHIN 6 OF FINISHED GR FA j
0 15.0 : ' Z l i ?eZ _ , e, ,' f »., ,.
0o i Si?-Y� l E+t S �/ U�
PE PIPE RfYEI�L Y ��R� G�
D CONCRETE. R SHALL BE 18 HD
to STEEL REINFORCE THE SEPTIC TANK SHALL BE
1. - ._, : � LEACHING FIELD //Je .,._
C) H-10 3 e Dat r
� SEPTIC. TANK SHALL BE CAPABLE OF WITHSTANDING T Q
2 � lV TOP OF STONE=9.33 NAbH
m LOADING „ CONC. COVER o INV. IN=8.83
rn CRETE CONSTRUCTION 6 MAX.
5 3. ALL PIPE CONNECTIONS AND CON i
� . y .. INV. END=8.70
s WATERTIGHT. F.
SHALL SE WA BOT OF STONE=8.20 SYSTEM PROFILE
LOCATED TYPICAL
.. VC AND SHALL BE POSED .. "
4. TEES SHALL BE SCH: 40 P PRO
of WALL AND ACCESSIBLE FROM TANK DRYWELL ( ?" 4 SCH. 4. PVC
WITHIN 12 OF TANK NOT TO SCALE
� �. L=2.5t FT.
- COVER. (TYP.) :81 EL =12.0 S=0:02
WITH HYDRAULIC CEMENT. p1O. X
U 5. FILL ALL UNUSED KNOCKOUTS 4 .2 INSPECTION PORT.
/ � � o, , TOP FOUNDATION
CD R AKOUT LINER FIRST PIPE LENGTH
CD B E TO BE SET LEVEL
,r
C) » q f TOP= PVC
0 10 -6 EL.= 10.9 4 SCH. 40 FOR "MIN. 2
TW =10.0> - o BOT=5.9
o $} • L=16f FL) FINISH GRADE
4 =7.6 o c. _ EL 10.2-11.2
B.W. 1 S-0.02
_ DtSK 8011
10 ..--.- _ % � 4 SCH. 40 PVC
a �„ T W.=7.0 SET
m LEACHING FIELD OBS.
4 MIN. 5,_8" -_
LIQUID SET M ISS owo "w °
o -
„ PROPOSED
- LOCATE DEPTH a S naw - =9.73 _ 1=8.7
n. 4 6 � TRENCH DRAIN.® �;,;, �,�- Urrvv^--` � `� -�j' I J-9.16 1-8.83
_ _ _ INLET TEE x _ H I
OUTLET TEE f R-7.15
" UNDER COVER J e 1=s.11 I=8.94 EL. 8.2
5 -8 W/GAS BAFFLE 3» 1=9.41 .
- " y 5 -0UTLET
O Oi _ _ r
6.3 6.0 D -BOX 5.0 SEPARATION
H a X "'' SEPTIC TANK BREAKOUT
- 1
S.6 NOTE•. EL. 3.2 1 EL. 9.3-5.9
" 'A, FIN
Q P MAGNETIC REFLECTIVE TAPE SHALL BE, PROVIDED - EST. HIGH GROUNDWATER
: 6 OF STONE OR LEVEL STABLE BASE WIL{ I Y ROAD OAD K NAIL SET
£ IN BIT. CON IN THE TRENCH OVER ALL PVC PIPING
VIEW Of MI W71 W/DE
z
ELEV = 6.20
PLAN VIEW CROSS-SECTION
28
C WILLOW
SL
2
ro
LOCUS O
Z
v
N: O
1" D�
WILFI N R O AD
SOUTH SH ORE DRIVE "
LOCUS MAP
NOT TO SCALE
y
a .
Y+
1/26/22
BRIAN G. YERGATIAN DATE
PROFESSIONAL ENGINEER
SITE & SEPTIC
DESIGN
#52 WILFIN ROAD
IN
SOUTH YARMOUTH
MASSACHUSETTS
BARNSTABLE COUNTY) ,
SITE PLAN
NOVEMBER 2, 2021
NO.
DATE
DESC.
1
12/23/211
MITIGATION PLANTINGS
2
1/26/22
.BOH COMMENTS
PREPARED FOR:
VALENTINA & MIRCHA KARCHA
113 - WE STVIEW LANE
FEEDING HILLS, MA 01030
VKARCHA@YAHOO.COM
oM BSC GROUP
349 Route 28, Unit D
W. Yarmouth, Massachusetts
02673
508 778 8919
2022 BSC Group, Inc.
SCALE: 1" = 10'
0 5 10 20 Fir
FILE:YAR\5058000\C\D\5058000-SP.dwg
DWG. NO: 6759-03
SHEET 1 OF 1
JOB. NO: 5-0580.00
NEW