HomeMy WebLinkAbout83-1523 - Sewage Disposal System - Lot 3002SOIL TEST PIT DATA: 11/22/99 SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE SOIL ABSORPTION SYSTEM: NOT TO SCALE
NOT TO SCALE NO. OF OUTLETS 5 1 30'±
TEST PITS_ TEST PIT � NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GRD. EL. 5.8' GRD. EL 5.4' REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GW. EL. 2.5 ADJ. GW. EL 2.5 ADJ 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS o
0 LOAMY SAND 10YR 2/1 0 LOAMY SAND 10YR 2 1 UNLESS UNDER PAVEMENT, DRIVES OR COVER I NOTES 0 4 UNITS
4" $" / TRAVELED WAYS, WHEREIN H-20 LOADING
1' E 13" LOAMY SAND 2518 5/1 1' E 14"LOAMY SAND 2.5YR 5/1 SHALL APPLY.♦:•♦..�,♦:•o..•,♦:.♦....�:.o.::. 2• 1. DIST. BOX TO WITHSTAND H-10 LOADING «
3. ALL PIPE CONNECTIONS AND CONCRETE TI ° °0°t UNLESS UNDER PAVEMENT, DRIVES OR 4 PVC o°
2' B LOAMY SAND 10YR 5/6 2' B "LOAMY SAND 1018 5/6 CONSTRUCTION SHALL BE WATERTIGHT. 2-24' DIA CONCRETE MANHOLE I TRAVELED WAYS WHEREIN H-20 LOADING PIPE °°
o
ooo°
T0
THOMAS RUHAN
DEED REFERENCE:
50" 12'
o
00
BOOK 12,466, PAGE 014
PLAN REFERENCE:
BOOK 181, PAGE 125
00000000 000000000000000 0 0 00
29 4. FILL ALL UNUSED KNOCKOUTS WITH COVERS WITH META• HANDLES BROUGHT T 15' SHALL APPLY. ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3' EL = 3.0' 33" 3' EL = 3.0'-=Y= -33" MORTAR. TO 6' FROM FINISH GRADE T
_ 8" 2. PROVIDE INLET TEE OR BAFFLE WHERE I 35'
4' 4' TEE TO E N ! �ry 6 : 5,5" OUTLETS ♦ SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN VIEW - LEACHING CHAMBERS
12" MIN. ttt4���� a IN PUMPED SYSTEM.
51-C MED SAND 10YR 6/6 51- C1 MED SAND 10YR 6/6 M.H. OPENING 2" MI I 3" ° L 2• 3. FIRST Two FEET OF PIPE OUT OF DIST.
1
" 10_6• RAISE BR W,L._ 4' BOTTOM ON LEVEL d
LOAM do SEED DISTURBED AREAS
66 6, - 64 SEWER BRICK e_..e•.. STABLE BASE 6' MIN. 3/4' TO BOX TO BE LAID LEVEL
-7777777777777
10'-0" & MORTAR ' ''-Cn� 1 1/2' CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE " "
T T NORMAL WATER LEVEL+ 1 STONE BASE 3 MAX, MPACTED FILL 36 MAXIMUM 12 MINIM M
` 3" CONSTRUCTION SHALL BE WATERTIGHT.
$' C2 8' C2 PRECAST SEPTIC TANK 10" 14' T -- ° o ° 0 ° o o°o ° o ° ° o
e INLET TEE ! 4'_g•
g' MED SAND 10YR 6/2 g' MED SAND 10YR 6/2 - 5'-2' 4'-6" 5'_q'
4'-0" MN. oo tdo a
INDICATES - - - 15 t 2
10' EL 4,2 120" 10' EL 4.6 120" �_- OBSERVED 5'-V 9 LIQUID DEPTH ;. /
- GROUND WATER I
11' 11' y 1
12' 12 INDICATES ey��:: i�.:"<S : •' i e:; !�•:' ::i
DATE: DATE:- SEASONAL HIGH PLAN VIEW ♦„'. u BOTTOM ON LEVET STABLE BASE ' a 3"17
11/22/1999 11/22/1999 GROUND WATER 6" 114 N. 3/s ONE CROSS-SECTION VIEW � �� 7P Nay C.B. OAK CROSS-SECTION OF CHAMBER
TEST BY: TEST BY: INDICATES 1�
THE BSC GROUP, INC. THE BSC GROUP, INC. TPEEST. ! j X15 j�1(�� J X10 y�! r�` ®�` ,- fJE
Al2. ELEV 10'
WITNESSED BY: WITNESSED BY: �' fCi r . Q
AMY VON HONE / KELDA WELSH AMY VON HONE / KELDA WELSHDESIGN CRITERIA:
PERC. RATE:PERC. RATE:y/ �, N A MIN./INCH �MIN./iNCH �' DESIGN FLOW:
,� / /��1,500 IINDICATESQ;� \/GAL 1LuSOIL EVALUATOR SOIL EVALUATOR UNSUITABLE A L� / ,fyROPOSED SEPTiCf ' 4 BEDROOMS AT110G.P.B. D 440 G.P.D.
MATERIAL B1 1` ' / 4 TANKMICHAEL PETRIN MICHAEL PETRIN ; TL} ,-�1It, ., � �� / 5 BEDROOM I VC fT.O.F 13.1%SOIL CLASS: SOIL CLASS: NOTE Re! /_��, <�/ DWELLING,i SDUE TO THE PROXIMITY TO'l,\+J OF
TIDAL INFLUENCE , HIGH o -_{-; ,- m r DECK S O f VATIONREQUIRED SEPTIC TANK:
L T.A.R. L T.A.R. GROUND WATER ADJUSTMENT O Q S �� / y `� �1J_L ? 1 0" NOTES0.74 G.P.D./SQ.FT. 74 G.P.D./SQ.FT. TO BE SET AT 2.5' N.G.V.D. ih ' eo"6+% - ..' + y `7 d lt�J J 6 440 X 200% = 880 GAL.
,' 20' SEPTIC TANK PROVIDED: = 1500 GAL.
k -LOT 2 -'40 o G , MIN J , TP -4
DATUM. `��; - h GARAGE r f
::::\ - �' F 6,040± S.F. WETLAND . i Q TO.F•
VERTICAL DATUM: N.G.V.D. y / "42.240±'-§.F. UPLAND
48,2801 S.F. TOTAL AREA SIZE OF LEACHING FACILITY REQUIRED:
BENCH MARK USED: TOWN OF YARMOUTH, MON. 8 6.29' N.G.V.D. �:' = O _ ! a y !
# �\ i H x DESIGN PERC. RATE: <2 MIN./ INCH
IF
BENCH MARK SET: TOP OF CONCRETE BOUND ELEV. 5.92 �' tt® " Pous .-�
, ' :: • •.,::.;:. \ ... t11d) +' � i:.:.:,:D ..:: � ¢ LONG TERM ACCEPT. RATE 0,74 G.P.D/S.F.
p $ tt�n� �. R{VEWAY. f
75582 « W® ♦I �.::::'c' '� f
s
0 Z. 0�1W ... �) � / :: .;: :::' .`::'.' :' ' «�::......: J � J a //-__:---_--- rn
..
r
PROFILE: NOT TO SCALE >ht Sid' ' �p�1 i 1 l:• �- J $
�-A ���C,jt.®W D_r(,RBANCE..,:. 47,
TOP FOUNDATION COVERS TO WITHIN FIRST PIPE LENGTH \ {::;[::. +�E �NO /1�`� 4 x X. ` :iii: :ii:.
TO BE SET LEVEL �.•.;.;.•�. ..a S �: 42.0 -
6" OF FINISHED GRAD . �•::.:-.;.; . •.' 1 O - " c
EL -11.9' .. .: •'•. • :•-.. •. +�.••• 3 �..•:�•:.'. O'•:.::';:::::: J -..
FOR MIN. 2' � •'. •-..;_ ' •./ .. ��+`•-•-:�;���' •p .�
FINISH GRADE O r
.40.9 •:;::;::�:::: -. �,,
-11 �5 MIN
TP -3
J
.: � � • � i4aCii.1•�. • X39: � � i " ::: �..,,,,ba».,.
'� r ND.680.111
LEACHING CHAMBER - - _ - - ��`;•: y• '•
.�ERVIUUSi..::: ��='i:::':i:•••.�-1D!•���:::.�': .-.�:::::�:.•..•' �• :....j`.•:•=•. .rn
=G MAX `::.`:.• :f. •. • .:.• . ..:�. .�` ,t� 19.4' jr _�-
f I=C ISE DIST. 80 H �Q4'� ` 1f\ .'' �' . ` :' •'.:\ i�O �Q RRYWELC F S80i5,41
«
UN r
1500 GALLON 5' SEPERATION i y
lil,i' 00 � - I
SEPTIC TANK I DRYWELL FO ��1
6" STONE BASE t ADJUSTED GROUNDWATER Sk! RD
iIlr
i ! N.ROOF RUNOFF
J ` I / 00%% `� .�� :•::•r: QOM " i ..•�
Qb
/0
INVERT ELEVATIONS: Ott%PR6PosED0,T-5' 0�INS
vN�
4 6EDROOM « 39,956± S.F. ���v�`�
DWELLING �_ .-» � � �' D UPLAND � ♦ 00 g
TOP OF FOUNDATION 13.1' A T}O.F 13.1', / y l�-.� �� _@OX
4" INVERT AT BUILDING 10.27' B
( 500
GAL
e k� �Q / S ^
4" INVERT AT SEPTIC TANK (IN) 10.07 C p SEPTIC 'rye / / \ 4"p PROPOSED
TANw1 soo 10'VC 4 BEDROOM
4" INVERT AT SEPTIC TANK (OUT) 9.82' D � . j \V J Q ' �' ! GAL MIN DWELLING r
4" INVERT AT DIST. BOX (IN) 9.72' E S 1 1 SEPTIC T.O.F 13.1'
4" INVERT AT DIST. BOX (OUT) F 9.55' ' x •x� / TANK
"-'��I> : w / \ l o•+ ;vim
85.3' x n
'� l �D V I 4�. 20' \
INVERTS AT LEACHING FACILITY: BO>F / \ / J MIN 16
4" INVERT AT BEGINNING �� ��- `�%
OF LEACHING CHAMBER 9.5' G - -- ! LIMIT OF �/ 1 A+EXCAVATION
1� ~ MIT SEE NOTES �`1 I v
.:
ELEVATION AT BOTTOM YWELL FOR -10 EXC ATIONto 5 & 6 28' 2C'� /
OF LEACHING CHAMBER 7.5 H -OF RUNOFF SEE NOTES-, 1 �' �,
( ,. Q
`
5&6 J-
V, g0.72p 19.0'
_
N80ig'41 "W,., j .
` 1 v _
ADJUSTED ---___ 'N, `T- TP -7 f E ERS
GROUNDWATER 2.5' J ' ;.--------------- -- _ -``- J AREA C)IN
---- ---- + `I, �
VARIANCES REQUESTED: 10.X , \'
NONE ------ - \ \, ';. « DRYWELL FOR
1 &
BENCHMARK ROOF RUNOFF
TOP OF CONCRETE \ o LIMIT OF�1,500 45.5'
NOTES: BOUND,, ELEVATION \\ EXCAVATION GAL 21Nc1 S I
= 5.92 N.G.V.D. \ SES NOTES SEPTILM a o_ �•179.5.2,
1.) EDGE OF BORDERING VEGETATIVE WETLANDS (BVW) DELINEATED BY NORMAN W. HA YES ,PWS AND APPROVED BY i0, \ 2 ` b t
THE YARMOUTH CONSERVATION COMMISSION AT A MEETING ON DECEMBER 2, 1999. O , I `' *' ,'S & 6 TANK \1`IV80'IS'41"�rt�trl� �4�
2.) THE LOT SHOWN HEREON WAS CREATED VIA AN APPROVAL NOT REQUIRED (ANR) PLAN BY THE BSC GROUP, INC. Wtt Y
SIGNED BY THE PLANNING BOARD ON MARCH 1, 2000. i O ♦x,11 PROPOSED ` '/tt ��,
3.) THE ENTIRE LOT FALLS WITHIN THE FLOOD ZONE Al2, ELEVATION 10.00' N.G.V.D. FLOOD ZONE i Q ♦1 4 BEDROOM ` ��%� �` •"
Al2. ELEV 10' / ♦11 `� ♦�! .. ``��,♦ ...
4.) THE HOUSE IS SUBJECT TO FINAL ARCHITECTURAL DEIGN AND THE FOOTPRINT MAY VARY. �p DWELLING, ��► 00
OGARAGE `T.O.F 13.1 1�1N� ,140 11
5.) ADJACENT SITE FILLING IS UNDERSTOOD TO OCCUR PRIOR TO TRANSFER OF TITLE, THEREFORE NO FILL EASEMENTS r 1 •3 t O ♦� ft �' -'
ARE REOUIRED. / l/ i j �IAv(I(E ,�
e•Il�il�ll�ll�ll�ll�ll=ltMIsm llMIsm Ism ll X11 1111 �! 1, ;...:..;;:::;:; :;., ; \ ' 8
6.) BEFORE THE LOT IS FILLED THE AREA OF THE SEPTIC AND RESERVE IS TO BE EXCAVATED AND INSPECTED BY THE r r 1� �O
BOARD OF HEALTH AND THE BSC GROUP, INC., THEN BACKFILLED WITH MATERIALS NOTED IN GENERAL NOTES 5 & 6. O rt r 411 - '
10 N - J
7.) SITE SHALL BE CONSTRUCTED IN ACCORDANCE IST THE ORDER OF CONDITIONS ISSUED FOR LOT 3 BY THE Q ' ' : ' j �' �\���� ''
YARMOUTH CONSERVATION COMMISSION ON AUGUST 3, 2000. � + /::•.�,•':•;�::�:.: ✓
SCALE: 1 = 20 FEET to I / ♦ r
o '' t
8.) DRYWELL LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE. .SIZE AND ELEVATION OF EACH DRYWELL - �.. ' � � j , • � •
..1-------------FL-0OD 'SONE
TO BE DETERMINED BASED ON ACTUAL HOUSE DIMENSIONS. v
D L FOR ; ! :.' �c%11..00-10
0 10 20 S."' I ` Iir i� 1/ AlAl2. EEV 10 /
SIZE OF LEACHING FACILITY PROVIDED:
440 GPD + 0,74 GPD/SF = 595 S.F.
USE HIGH DENSITY P❑LYETHYLENE
LEACHING CHAMBERS 12'X2'X35'
SIDEWALL = 2(12'+35') X 2 = 188
BOTTOM = 12' X 35' = 420
608 S.F.
LOCUS INFORMATION
CURRENT OWNER:
THOMAS RUHAN
DEED REFERENCE:
BOOK 10,389, PAGE 024
O
BOOK 12,466, PAGE 014
PLAN REFERENCE:
BOOK 181, PAGE 125
MATERIALS SHALL CONFORM TO MASS.
BOOK 489, PAGE 27
ASSESSORS MAP:
19
PARCELS:
39, 40, 41.1, 45.1
RESIDENTIAL ZONE:
"R-25"
SETBACKS:
FRONT 30'
D
5
SIDE 15'
>
Z
REAR 15'
MINIMUM LOT SIZE:
25,000 S.F.
MINIMUM FRONTAGE:
150'
GROUNDWATER
PASS No. 50 SIEVE
OVERLAY DISTRICT:
NONE
x
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4,
> N
z
IN THE DRAWANGS ARE APPROXIMATE.
N
CHAMBER
COORDINATING THE PROPOSED CON-
z
m
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
;aD
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
M
TAKEN FROM RECORD PLANS, THE
z
LOCATION AND INVERTS OF UTILITIES
r
1
8. THIS SYSTEM IS NOT DESIGNED FOR
DATE: DATE:- SEASONAL HIGH PLAN VIEW ♦„'. u BOTTOM ON LEVET STABLE BASE ' a 3"17
11/22/1999 11/22/1999 GROUND WATER 6" 114 N. 3/s ONE CROSS-SECTION VIEW � �� 7P Nay C.B. OAK CROSS-SECTION OF CHAMBER
TEST BY: TEST BY: INDICATES 1�
THE BSC GROUP, INC. THE BSC GROUP, INC. TPEEST. ! j X15 j�1(�� J X10 y�! r�` ®�` ,- fJE
Al2. ELEV 10'
WITNESSED BY: WITNESSED BY: �' fCi r . Q
AMY VON HONE / KELDA WELSH AMY VON HONE / KELDA WELSHDESIGN CRITERIA:
PERC. RATE:PERC. RATE:y/ �, N A MIN./INCH �MIN./iNCH �' DESIGN FLOW:
,� / /��1,500 IINDICATESQ;� \/GAL 1LuSOIL EVALUATOR SOIL EVALUATOR UNSUITABLE A L� / ,fyROPOSED SEPTiCf ' 4 BEDROOMS AT110G.P.B. D 440 G.P.D.
MATERIAL B1 1` ' / 4 TANKMICHAEL PETRIN MICHAEL PETRIN ; TL} ,-�1It, ., � �� / 5 BEDROOM I VC fT.O.F 13.1%SOIL CLASS: SOIL CLASS: NOTE Re! /_��, <�/ DWELLING,i SDUE TO THE PROXIMITY TO'l,\+J OF
TIDAL INFLUENCE , HIGH o -_{-; ,- m r DECK S O f VATIONREQUIRED SEPTIC TANK:
L T.A.R. L T.A.R. GROUND WATER ADJUSTMENT O Q S �� / y `� �1J_L ? 1 0" NOTES0.74 G.P.D./SQ.FT. 74 G.P.D./SQ.FT. TO BE SET AT 2.5' N.G.V.D. ih ' eo"6+% - ..' + y `7 d lt�J J 6 440 X 200% = 880 GAL.
,' 20' SEPTIC TANK PROVIDED: = 1500 GAL.
k -LOT 2 -'40 o G , MIN J , TP -4
DATUM. `��; - h GARAGE r f
::::\ - �' F 6,040± S.F. WETLAND . i Q TO.F•
VERTICAL DATUM: N.G.V.D. y / "42.240±'-§.F. UPLAND
48,2801 S.F. TOTAL AREA SIZE OF LEACHING FACILITY REQUIRED:
BENCH MARK USED: TOWN OF YARMOUTH, MON. 8 6.29' N.G.V.D. �:' = O _ ! a y !
# �\ i H x DESIGN PERC. RATE: <2 MIN./ INCH
IF
BENCH MARK SET: TOP OF CONCRETE BOUND ELEV. 5.92 �' tt® " Pous .-�
, ' :: • •.,::.;:. \ ... t11d) +' � i:.:.:,:D ..:: � ¢ LONG TERM ACCEPT. RATE 0,74 G.P.D/S.F.
p $ tt�n� �. R{VEWAY. f
75582 « W® ♦I �.::::'c' '� f
s
0 Z. 0�1W ... �) � / :: .;: :::' .`::'.' :' ' «�::......: J � J a //-__:---_--- rn
..
r
PROFILE: NOT TO SCALE >ht Sid' ' �p�1 i 1 l:• �- J $
�-A ���C,jt.®W D_r(,RBANCE..,:. 47,
TOP FOUNDATION COVERS TO WITHIN FIRST PIPE LENGTH \ {::;[::. +�E �NO /1�`� 4 x X. ` :iii: :ii:.
TO BE SET LEVEL �.•.;.;.•�. ..a S �: 42.0 -
6" OF FINISHED GRAD . �•::.:-.;.; . •.' 1 O - " c
EL -11.9' .. .: •'•. • :•-.. •. +�.••• 3 �..•:�•:.'. O'•:.::';:::::: J -..
FOR MIN. 2' � •'. •-..;_ ' •./ .. ��+`•-•-:�;���' •p .�
FINISH GRADE O r
.40.9 •:;::;::�:::: -. �,,
-11 �5 MIN
TP -3
J
.: � � • � i4aCii.1•�. • X39: � � i " ::: �..,,,,ba».,.
'� r ND.680.111
LEACHING CHAMBER - - _ - - ��`;•: y• '•
.�ERVIUUSi..::: ��='i:::':i:•••.�-1D!•���:::.�': .-.�:::::�:.•..•' �• :....j`.•:•=•. .rn
=G MAX `::.`:.• :f. •. • .:.• . ..:�. .�` ,t� 19.4' jr _�-
f I=C ISE DIST. 80 H �Q4'� ` 1f\ .'' �' . ` :' •'.:\ i�O �Q RRYWELC F S80i5,41
«
UN r
1500 GALLON 5' SEPERATION i y
lil,i' 00 � - I
SEPTIC TANK I DRYWELL FO ��1
6" STONE BASE t ADJUSTED GROUNDWATER Sk! RD
iIlr
i ! N.ROOF RUNOFF
J ` I / 00%% `� .�� :•::•r: QOM " i ..•�
Qb
/0
INVERT ELEVATIONS: Ott%PR6PosED0,T-5' 0�INS
vN�
4 6EDROOM « 39,956± S.F. ���v�`�
DWELLING �_ .-» � � �' D UPLAND � ♦ 00 g
TOP OF FOUNDATION 13.1' A T}O.F 13.1', / y l�-.� �� _@OX
4" INVERT AT BUILDING 10.27' B
( 500
GAL
e k� �Q / S ^
4" INVERT AT SEPTIC TANK (IN) 10.07 C p SEPTIC 'rye / / \ 4"p PROPOSED
TANw1 soo 10'VC 4 BEDROOM
4" INVERT AT SEPTIC TANK (OUT) 9.82' D � . j \V J Q ' �' ! GAL MIN DWELLING r
4" INVERT AT DIST. BOX (IN) 9.72' E S 1 1 SEPTIC T.O.F 13.1'
4" INVERT AT DIST. BOX (OUT) F 9.55' ' x •x� / TANK
"-'��I> : w / \ l o•+ ;vim
85.3' x n
'� l �D V I 4�. 20' \
INVERTS AT LEACHING FACILITY: BO>F / \ / J MIN 16
4" INVERT AT BEGINNING �� ��- `�%
OF LEACHING CHAMBER 9.5' G - -- ! LIMIT OF �/ 1 A+EXCAVATION
1� ~ MIT SEE NOTES �`1 I v
.:
ELEVATION AT BOTTOM YWELL FOR -10 EXC ATIONto 5 & 6 28' 2C'� /
OF LEACHING CHAMBER 7.5 H -OF RUNOFF SEE NOTES-, 1 �' �,
( ,. Q
`
5&6 J-
V, g0.72p 19.0'
_
N80ig'41 "W,., j .
` 1 v _
ADJUSTED ---___ 'N, `T- TP -7 f E ERS
GROUNDWATER 2.5' J ' ;.--------------- -- _ -``- J AREA C)IN
---- ---- + `I, �
VARIANCES REQUESTED: 10.X , \'
NONE ------ - \ \, ';. « DRYWELL FOR
1 &
BENCHMARK ROOF RUNOFF
TOP OF CONCRETE \ o LIMIT OF�1,500 45.5'
NOTES: BOUND,, ELEVATION \\ EXCAVATION GAL 21Nc1 S I
= 5.92 N.G.V.D. \ SES NOTES SEPTILM a o_ �•179.5.2,
1.) EDGE OF BORDERING VEGETATIVE WETLANDS (BVW) DELINEATED BY NORMAN W. HA YES ,PWS AND APPROVED BY i0, \ 2 ` b t
THE YARMOUTH CONSERVATION COMMISSION AT A MEETING ON DECEMBER 2, 1999. O , I `' *' ,'S & 6 TANK \1`IV80'IS'41"�rt�trl� �4�
2.) THE LOT SHOWN HEREON WAS CREATED VIA AN APPROVAL NOT REQUIRED (ANR) PLAN BY THE BSC GROUP, INC. Wtt Y
SIGNED BY THE PLANNING BOARD ON MARCH 1, 2000. i O ♦x,11 PROPOSED ` '/tt ��,
3.) THE ENTIRE LOT FALLS WITHIN THE FLOOD ZONE Al2, ELEVATION 10.00' N.G.V.D. FLOOD ZONE i Q ♦1 4 BEDROOM ` ��%� �` •"
Al2. ELEV 10' / ♦11 `� ♦�! .. ``��,♦ ...
4.) THE HOUSE IS SUBJECT TO FINAL ARCHITECTURAL DEIGN AND THE FOOTPRINT MAY VARY. �p DWELLING, ��► 00
OGARAGE `T.O.F 13.1 1�1N� ,140 11
5.) ADJACENT SITE FILLING IS UNDERSTOOD TO OCCUR PRIOR TO TRANSFER OF TITLE, THEREFORE NO FILL EASEMENTS r 1 •3 t O ♦� ft �' -'
ARE REOUIRED. / l/ i j �IAv(I(E ,�
e•Il�il�ll�ll�ll�ll�ll=ltMIsm llMIsm Ism ll X11 1111 �! 1, ;...:..;;:::;:; :;., ; \ ' 8
6.) BEFORE THE LOT IS FILLED THE AREA OF THE SEPTIC AND RESERVE IS TO BE EXCAVATED AND INSPECTED BY THE r r 1� �O
BOARD OF HEALTH AND THE BSC GROUP, INC., THEN BACKFILLED WITH MATERIALS NOTED IN GENERAL NOTES 5 & 6. O rt r 411 - '
10 N - J
7.) SITE SHALL BE CONSTRUCTED IN ACCORDANCE IST THE ORDER OF CONDITIONS ISSUED FOR LOT 3 BY THE Q ' ' : ' j �' �\���� ''
YARMOUTH CONSERVATION COMMISSION ON AUGUST 3, 2000. � + /::•.�,•':•;�::�:.: ✓
SCALE: 1 = 20 FEET to I / ♦ r
o '' t
8.) DRYWELL LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE. .SIZE AND ELEVATION OF EACH DRYWELL - �.. ' � � j , • � •
..1-------------FL-0OD 'SONE
TO BE DETERMINED BASED ON ACTUAL HOUSE DIMENSIONS. v
D L FOR ; ! :.' �c%11..00-10
0 10 20 S."' I ` Iir i� 1/ AlAl2. EEV 10 /
SIZE OF LEACHING FACILITY PROVIDED:
440 GPD + 0,74 GPD/SF = 595 S.F.
USE HIGH DENSITY P❑LYETHYLENE
LEACHING CHAMBERS 12'X2'X35'
SIDEWALL = 2(12'+35') X 2 = 188
BOTTOM = 12' X 35' = 420
608 S.F.
LOCUS INFORMATION
CURRENT OWNER:
THOMAS RUHAN
DEED REFERENCE:
BOOK 10,389, PAGE 024
O
BOOK 12,466, PAGE 014
PLAN REFERENCE:
BOOK 181, PAGE 125
MATERIALS SHALL CONFORM TO MASS.
BOOK 489, PAGE 27
ASSESSORS MAP:
19
PARCELS:
39, 40, 41.1, 45.1
RESIDENTIAL ZONE:
"R-25"
SETBACKS:
FRONT 30'
D
5
SIDE 15'
>
Z
REAR 15'
MINIMUM LOT SIZE:
25,000 S.F.
MINIMUM FRONTAGE:
150'
GROUNDWATER
PASS No. 50 SIEVE
OVERLAY DISTRICT:
NONE
LOCUS PLAN: NO SCALE
28
NO. DATE DESCRIPTION
1. 8/16/00 B.O.H. ISSUE
2. 12/11/00 B.O.H. COMMENTS
GENERAL NOTES:
O
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
N
3. ALL PIPES LOCATED UNDER PAVEMENT
M
40 OR EQUAL
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN YELLS PROPOSED WITHIN
D
5
5. WITHIN LIMIT OF EXCAVATION REMOVE
>
Z
IMPERVIOUS MATERIAL
>
OR OTHER CLEAN GRANULAR SOILS
'u
SIEVE ANALYSIS:
m
PASS No. 50 SIEVE
<
PASS No. 100
x
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4,
> N
z
IN THE DRAWANGS ARE APPROXIMATE.
N
z
COORDINATING THE PROPOSED CON-
z
m
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
;aD
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
M
TAKEN FROM RECORD PLANS, THE
z
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
LOCUS ORE DR.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING ,
FACILITY.
Lj
The BSC Grou ,Inc
657 ROUTE 28, (UNIT 6)
WEST YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
LOT 3
#188
PAWKANNAWKUT
DRIVE
S. YA MOUTH
S
AR RS
BEPi
CIVIL y
40134 O
RIVER
BEACH
P.O. BOX 685
1645 FALMOUTH ROAD, UNIT C
CENTERVILLE, MA
02632
DATE: JULY 12, 2000
COMP, DESIGN: K. HEALY
CHECK: D. CRISPIN
NANTUCKET SOUND
REVISIONS
NO. DATE DESCRIPTION
1. 8/16/00 B.O.H. ISSUE
2. 12/11/00 B.O.H. COMMENTS
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN YELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
103F (MAX) BY Wi. SHALL
PASS No. 50 SIEVE
<10 X OF No. 4 SIEVE SHALL
PASS No. 100
<5 X OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4,
SIEVE </@6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWANGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY 1YTH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS, THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING ,
FACILITY.
Lj
The BSC Grou ,Inc
657 ROUTE 28, (UNIT 6)
WEST YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
LOT 3
#188
PAWKANNAWKUT
DRIVE
S. YA MOUTH
OF,ya`
oPI•Iµ
MACDONALD 'A
CIVIL y
40134 O
FOR:
BOSWORTH ASSOCIATES
P.O. BOX 685
1645 FALMOUTH ROAD, UNIT C
CENTERVILLE, MA
02632
DATE: JULY 12, 2000
COMP, DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FIELD: P.H. / A.D.
FILE NO. 8188-SEP.DWG
DWG NO. 5179-08
SHEET 1 OF 1
JOB NO.4-81RRnol