HomeMy WebLinkAbout19.41.1.1 - Sewage Disposal System Design (3),
• `. ' ,
a� 22/9x- SEPTIC TANK` DETAIL. 1,500 GALLON
DISTRIBUTION BOX DETAIL. NOT TosCALE. SOIL ABSORPTION SYSTEM D T NOT To SCALE
SOIL `TEST PIT .DATA: / E AIL. E
- NOT TO SCALE NO. OF OUTLETS 5 1 30 t
• N T TO E CAST IRON
FINISHED GRADE o 0
TEST PIT _2 - NOTES 1. SEPTIC LANK -SHALL BE STEEL 5. INLET AND OUTLET TEES 8 0 0 0 0 0 0 0
TEST PIT SCHED. 40'PVC OR CAST -IN-PLACE CONCRETE. o o S o 0 0 0 0 0 0 0 0 0 0 o 0 0 0
' 6.4 REINFORCED C0,7CRETE. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6.6' GRD. EL.
MANHOLE COVER. A
EST BE CENTERED UNDER �-.- 2 W LLS
+ -. 'GRD. EL. TE 0REMOVABLE I
2.5 ADJ. 'GW. EL. 2.5' ADJ 2. SEPTIC TANK TO WITHSTAND IVES LOADING COVER NOTES:.
t GW. EL. 0 UNLESS UNDER PAVEMENT, DRIVES OR
s AN 1 YR 2 1 LOAMY SAND tOYR 2/1 TRAVELED WAYS, WHEREIN H-20 LOADING {;.d••o;p, r�•.a;:�,:..' 1. DIST. BOX TO WITHSTAND H-10 LOADING
A LOAMY SAND 0 / 2
t 5", ` . E 6 "' AN 5YR 5 1 SHALL APPLY. rvc °"i"°' UNLESS UNDER PAVEMENT, DRIVES OR
1' E 1 LOAMY SAND 2.5YR 5/1 1 1, LOAMY S D 2 ! 3. ALL PIPE CONNECTIONS AND CONCRETE TRAVELED WAYS WHEREIN H-20 LOADING
0
0
0
0
o
°° 50" 12'
0 1
t " AMY SAND 1bYR 5 6 LOAMY SAND tOYR 5/fi CONSTRUCTION SHALL BE WATERTIGHT. 2-24 DIA CONCRETE MANHOLE ° 1
v Lb / 2 B - N W"TH COVERS WITH METAL HANDLES BROUGHT 1 � A 15" 1
2� ^ 4. FILL P.LL UNUSED K OCKOUTS "T ALL APPLY. t o 00 00 °o °o°0 00 000 000 0 0 0
T S4 0 0 0 0° °o° °o°o o°o o °o °0 0000
B 29 TO 6' FROM FINISH GRADE !• 2. PROVIDE INLET TEE OR BAFFLE WHERE r
_ 6, 5,5. OUTLETS ..
3, EL .= 4.0 MORTAR. •. 6, 35.
r/ J _ SLOPE OF PiPE EXCEEDS 0.08 FT./FT OR
F : 3 39 TEE TO e t�DER r... PIAN VIEW = LEACHINGCHAMBERS
I EL - 3.4 M.H.OPENING le MIN. 3• ^axp'r` v' ^bei "be n.. ea �a i- IN PUMPED SYSTEM.
4 �! g 4 C MED SAND 10YR 6/6 COVER r % n�'4$-Oso ab°4>$�b°4o$ I- 2" FIRST TWO T OF PIPE OUT OF IST
_
MED -SAND 1OYR /6 I 3. 0 FEE 0 D
- ° C -^ 1 RAISE M.H WCC 4• BOTTOM ON LEVEL BOX TO BE LAID LEVEL MIN. 27, SLOPE LOAM & SEED DISTURBED AREAS
5' 1 59 " _ 5 62" 10'-6" SEWER BRICK e:. -o., .: - ` . .:: STABLE BASE j t�2' C USHED
65 do MORTAR CROSS-SECTION 4. ALL PIPE CONNECTIONS AND CONCRETE
�- t0'-0" STONE BASE 3 MAX. C MPACTED FILL 36" MAXIMUM 12"MINIMUM
6 C2` . SILTY CLAY 10YR 6/6 , 6 C2 SILTY CLAY 10YR 6/6 NORMAL WATER LEVEL 12 CONSTRUCTION SHALL BE WATERTIGHT. o 0 0 0 0 0 0°0 0 0 0 0 0
E= `
80 a 3. } o ° 0 000° 0 0 000 0 3' LAYER
82' 7
:..., .. -
7 PRECAST SEPTIC TANK 1 10` 14`
g' a INLET TEE 4'-9'
T.
{# ' 9 C MED SAND IOYR 5/3 '9' C3 MED SAND 10YR 5/3 5'-2' 4'-6' 4•-0" MIN. wVNI)OUTUT rrO" 5_4• 15 1/2'
3 INDICATES - - Z LIQUID DEPTH (GAS oa,�
r 5' 8"
l 10' 10 7 OBSERVED =
I r 130 , 11 EL - (-4.3)
128" GROUNDWATER
N a
-
11 1
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. O 0 HIGH 00O O� PEASTONE
30^ ^ p DENSITY p REMOVE
24 00 POLYETHYLENE 00 O
EFFEC. Cb0 0 INFILTRATOR 3050 CO) OO 0 MATERIAE OR
.DEPTH O LEACHING O 5' ALL AROUND
O 0 CHAMBER p 0 IF APPLICABLE
47" 50- 47" 3/4" - 1 1/2"
INDICATES "e WASHED STONE
I 12• 12 ESTIMATED BOTTOM DN LEVEL STABLE BASEa 3" 177
7 1 12'
C - SEASONAL HIGH PLAN VIEW r� I 22'
e DATE: 6" MIN. 3/4" TO ���C�
DATE: GROUND WATER 1 1 2 STONE CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER
' 11/22/1999 _11/22/19 99 / "
t , TEST BY: TEST BY: INDICATES
THE BSC GROUP, INC. THE BSC GROUP, INC. DOQ PERC. '
WITNESSED BY: WITNESSED BY: TEST TO
VON
AMY VON HONE / KELDA WELSH PARKERS RIVER SCALE: 1 = 20 FEET "_ DESIGN CRITERIA.
AMY 1 ON -HONE / KELDA WELSH (TIDAL) t. W LFRED L SHEPHERD, TRUSTEE DESIGN �d
` _-- ASSESSORS MAP 25 r o` u� a
PERC. RATE: PERC. RATE: F : 0 10 20 4D FT. PARCEL 1I c u :` `� f ti DESIGN FLOW:
` 2 MIN./INCH
N/A MIN./INCH INDICATES Qi.
�'
" I EVALUATOR SOIL EVALUATOR ❑ UNSUITABLE 3 N� ; �\ �J ; 4oisaj 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D.
SOLE L MATERIAL r, <
MICHAEL` PETRIN O •: FRANK W. MASE �7�A\ ��.,
MICHAEL PETRIN
ASSESSORS MAP 25 �y�r
SOIL CLASS: NOTE: sra l
SOiL CLASS: a ': PARCEL 8 }y
1 1 DUE To THE PROXIMITY To wr REQUIRED SEPTIC TANK:
1 TIDAL INFLUENCE , HIGH //p
' LT.A.R. GROUND WATER, ADJUSTMENT i - ___ ��I llO� _
-,- L.T.A.R. TO BE SET A.T 2.5' N-G.V.D. EXISTING BULKHEAD: 440 X 200% 880 GAL.
" 0.74 G.P.D./SQ.
0.74 G P.D. SQ.FT. _ SEPTIC TANK PROVIDED: = 500 G
Wos VIDE
• 1 AL
<.44�
SIZEFM
OF LEACHING FACILITY REQUIRED:
a
VERTICAL DATUM: N.G.V.D. -
V _ ______-_--- `- LIMITS OF EXCAVATION OF r, DESIGN PERC. RATE: <2 MIN./ INCH
`BENCH MARK. USED: TOWN OF YARMOUTH, MON. #�8 6.29 N.G. .D. ' - LONG TERM ACCEPT. RA
- - - - -- UNSUITABLE MATERIAL TE 0:74
". NCH MARK "SET: TOP OF STONE BOUND, ELEV. 7.03
AS OF MARCH 2001 ; ' � '' � �•. ', ,� GPD/S F
or
DD �t n
-- -- - F D R1VAM
O
PROFILE: NOT To SCALE
_ fR
` tvJG�ral
----- ---------
EL.-
1, SIZE OF LEACHING FACILITY PROVIDED:
- L1:=A R TO WITHIN FIRST PIPE LENGTH, �/ - ---- _
t TOP FOUNDATION COVES TO BE SET LEVEL --_ _-_ -- '-
6" OF FINISHED GRAD FOR MIN. 2' �F/R
.14.0 L FINISH GRADE 15'WN L 4 ' 440 GPD + 0.74 GPD/SF = 595 S,F,
13.5LEGEND � 190.06 SLAB ELEV: v--- • , _ \ 50.00' BENCHMARK-" i USE HIGH DENSITY P❑LYETHYLENE
<�•7%_ CO rSTRUCTON TOP OF STONE LEACHING CHAMBERS 12 X2 X310.1 SCH � t • PW r:- j 't: �., Sn�t'+�/3:1 _,^ � rO _ . DRYWELL FOR �•\�,,rJ,
scH +o Y + vqx ROOF RUNOFF IMPERVIOUS BOUND, ELEVATIONa SIDEWALL - 2(12 +35) X 2 - 188
iFCC' ROUGH ,��DRIVEV,'AY r-- ---- `i>jQ� = 7.03 N.G. V.D. B❑TT❑M = 12' X 35' = 420
_ISL BO H X 0.6 ILj�„tt����_ 446 - -- ` ;, p�o608 S•F,
•r - 5 I=F D - - r r ,s f .�_.i,o r,�S`. i I'..- -[6]- PRO OSED _5 SEPARATION ,r; HAYBALE ,/ ' 608 S.F x 0,74 GPD/SF 450 GPD
150 0 GALLON FIN'SHED BARRIER r rY'sEPr.G TAnr, GRADE ,,, ' 9.6
6' STONE BASE \\011! I I E 111+/1 �'r, O 5 -i ,
1� �
V
�y
�\ � Ems_ /
��'����--��`5'-1�' 3' �_ X w LOCUS INFORMATION
"INVERT ELEVATIONS. ,
LOT -1 T '_-' GARAGE ;��", ! �� ,` M
949± S.F. WETLAND - -`� T.O.SLAB LO I
LO I n o CURRENT OWNER: R.J.E. REALTY NOM. TRUST
L'. 27.0650 S.F. UPLAND i
1', 5 I 1
;•' " TOP OF FOUNDATION. 16.1 A , - I , TP -2 � z z STONE
10.27' B Com' 28,014± S.F. TOTAL AREA
- i I DEED REFERENCE: BOOK 13699, PAGE 338
INVERT AT BUILDING - 1 �r ��` f� _ r� BOUND
�7 p�7r +�%' '� �f i � PROPOSED � � � D I FOUND
` 4> INVERT AT SEPTIC TANK (IN) 10.07' C `-�Zt+,' �} DECK `10'� 1 HELD
^ TI TANK OUT 9.82, D L LI �%�j�► `+► �' S P REFERENCE. 18, PA 25
I!� BOOK ,
4 INVERT AT SEPTIC
'OUT) " K 48 , E 27
I►
ITT
69\ \ 1 PROPOSE\ �,'P ", . i BOO 9 PAG 1
IN RT `AT 01ST. BOX IN 9.72' E -, ,\\` `}
4 VE ( ) - / e r 4 BEDROOM (1 i 1,500
:. , -1 LING ; r 1 GAL T. i ASSESSORS MAP: 19
4" INVERT AT D{Sr; BOX {OUT) 9.55 F ,'- - r PARCELS: 1.
® 7; { / T.O.F 16.0,\,� i ; 4 1.1
P
! j :, 4.5 PROPOSED 1' o . RESIDENTIAL ZONE: R-25
t c J, ---- S82'46' `E .: « - 5 1. POOL. 1 .0 Z i' SETBACKS: FRONT 30'
t INVERTS "AT LEACHING FACILITY:
I) %LT '�� , TP -1 SIDE 15'
/ ::q .- - 8' ` REAR 15'
4". INVERT AT BEGINNING = '; E' I -? -�r _,, r - 65\- ,
! 1 MINIMUM LOT SIZE:
CHAMBER 9.5' G BREAKOUT ELEVATION 10.0 - ' L------FRQROSED 2 0o S. .
r �� 1p1 � p Y7
I, OF LEACHING C - '
� aUtd Si 5 0 F
":,: � ,/ ,' • `,.. 1 t'' 1 S80 CONCRETE PAD -�
1 r i "E' 12 ! O MINIMUM FRONTAGE: 150'
I rD
ELEVATION AT BOTTOM 7.5' H !r _co D
1 9.68' ,
.6 OF ,LEACHING CHAMBER ! _
d ,' "�� FOR POOL GROUNDWATER
-�;, r 0
ADJUSTED / c - o RUNOFF
OVERLAY. DISTRICT: NONE
m 2:5 J
,GROUND DP,YWE : zs
WATER . r � j �> �'
.'.. '
s 'FOR .0
Q
No, :.__ .. ; _ LO LAN: NO SCALE
,
•
�. � y%' -v /• _ ,. 44.2
R._ SRU / ® LOCUS P
, �` ^p :. - -�-�\ ,' 172.9'/'154.4• -
VARIANCES REQUESTED.
F z v \��'* - TO RET.
1 / ALL 1
> r
" NONE' / ,
WALL
FLOOD ZONE A!*! STREE
+��-, ' � .t --_.- I' _i r•l fi`''`r., � f,; r fn T
,.= -! -, r AL2. ELEV 10 x
m NOTES. LOT 2,
1 EDGE OF BORDERING, VEGETATIVE WETLANDS (BVW) DELINEATED BY NORMAN W. H.AYES . PWS AND APPROVE.^ BY 6,040± S.F. WETLAND, / O f r '. � r ' Q r v1
28
^" THE YARMOUTH CONSERVATION COMM'SSION AT °A MEETING ON DECEMBER 2,1999. r r m
E - / / 42x240± S.F. UPLAND ct",% `'; ; (' .� 4"PVC i o 0 D D
k b _ �; / / C
i N VIA AWAPPROVAL NOT REQUIRED AN4` PLAN BY THE BSC GROUP. NC. /r 48 280± S.F. TOTAL AREA . k f , 1 5d0 GAL Z
2.) THE LOT SHOWN HEREON WAS CREATED A ( ) 1'�A
SIGNED BY THE PLANNING BOARD ON MARCH .1.'2000. / / ✓ ''" /' { J� SEPT]G� i > D m
0
3.) THF ENTIRE LOT FALLS WITHIN THE FLOOD ZONE AL2, ELEVATION 10,00 N.G.V.D. > N
..-. ;7 24' PROPOSED i to , R '.m � D m
AN THE FOOTPRINT MAY VARY- I / ..' ___ S BEDROOM , 1 VI Z r*7
4.) THE HOUSE IS SUBJECT TOFINAL ARCHiTECTLJRAL DEIGN Q E 00 { '
T ,o- / / , • > !: �� `/ DWELLING J r r D A D m
D . iMIT OF
T INSTALLATION OF A SYSTEM IN WE RESERVE AREA, ALL UNSUITABLE VATE=;1A.-S SHALL BE REMC'J� _ _
5.) PRIOR O N r c 4 J� / r T.O.F 18.5 r m LOCUS
AT.LEAST BEYOND . S.A.S.-AND THE EXCAVATION APPROVED BY THE BOARD OF H:1LTH. S.7_ SLOPES AROJtiD THE / :.�.. / .li! -may, . t -J.., / i DECK / EXCAVATION C - RE DR'
M .
T- To PROVIDE A MINIMUM OF 15' TO THE BREAX. OUT ELEVATION. - ; :-::_; ;;- . :-.� �,�'' I - t j r r
- .. RESERVE SHALL ALSO BE.AMSTED tD , i''., -% 1 �-'
:. ,._. <..h � `� .. + : I EE
_ _ 5 & 6
ov W^ F! THE AREA OF.Z!!E.PP,t`.rRRY S.A.S. WAS A`,0 C,So£CTED BY THE �j1 '� a flt_
`• � 6.) EEF•C..,. THE LOT S FILLED , [� � � r 1
BOARD OF HEALTH AND THE BSC GROUP, INC., THEN BACKFILLED WITH MATERIALS NOTED N GENERAL NO1Tr 5
_ e C ; f GARAGE vi r TP 4
F R CONDITIONS ISSUED FOR LOT 1 BY THE ' .� - • . - ` 7`
r .� o T.O.F. - Q r �'" G PCV\ ARKERS
r • ,,, 7.) -SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ORDER OF CON �•, v'. ,°;1_ �- ('� �,�y'/^/
wf ,•. •� COMMISSION ON AUGUST 2000. -..:: : cP .... t'i �/ - _ f- �"' h _ i^7 _ ., �... 1 (3- -
nr .YARMOUTH `CONSERVATION COM S _ S%s : ....11.0 'a' .r �' RIVER BEACH
APPP 1r}AAT=. SIZE AND ELEVATIO*t Cc EACH DRYWELL _ / } 1
DRYWELL LOCATIONS SHOWN ON THIS PLAN ARE 0 _ ! K'° C - / \fir
m TO
BE DETERMINED BASED ON ACTUAL HOUSE DIM£N�ONS.
�,\
J r ;,
Ac -A T t tM v OF 20' \\ ' _ FE .MOUS i - NANTUCKET 9.)_SEpTIC TANK, TO BE A MI"N:tMUM OF 10 FROM .POOL RESEFER,'E AREA AND PR V .,Y A ._ J BE A M N TUCKET SOUND
l \\
F AND DRYWELL FOR POOL RUNOFF TO BE A M'N!V'JM OF 25 FROM RESERVE A=EA.
r
y FROM POOL \\�• _ D= \ �W'AY/� a
REVISIONS
NO. DATE DESCRIPTION '
1. 8/16/00 B.O.H. ISSUE
2. 12/11/00 B.O.H. COMMENTS
3. 6/3/02 REVISE HSE. LOC.
0
GENERAL NOTES:, '
4 UNITS
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
4" PVC 00
PIPE °°
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
.3. ALL PIPES LOCATED UNDER PAVEMENT' `
OR TRAVELED WAY SHALL BE SCHEDULE
0
0
0
o
°° 50" 12'
0 1
t " AMY SAND 1bYR 5 6 LOAMY SAND tOYR 5/fi CONSTRUCTION SHALL BE WATERTIGHT. 2-24 DIA CONCRETE MANHOLE ° 1
v Lb / 2 B - N W"TH COVERS WITH METAL HANDLES BROUGHT 1 � A 15" 1
2� ^ 4. FILL P.LL UNUSED K OCKOUTS "T ALL APPLY. t o 00 00 °o °o°0 00 000 000 0 0 0
T S4 0 0 0 0° °o° °o°o o°o o °o °0 0000
B 29 TO 6' FROM FINISH GRADE !• 2. PROVIDE INLET TEE OR BAFFLE WHERE r
_ 6, 5,5. OUTLETS ..
3, EL .= 4.0 MORTAR. •. 6, 35.
r/ J _ SLOPE OF PiPE EXCEEDS 0.08 FT./FT OR
F : 3 39 TEE TO e t�DER r... PIAN VIEW = LEACHINGCHAMBERS
I EL - 3.4 M.H.OPENING le MIN. 3• ^axp'r` v' ^bei "be n.. ea �a i- IN PUMPED SYSTEM.
4 �! g 4 C MED SAND 10YR 6/6 COVER r % n�'4$-Oso ab°4>$�b°4o$ I- 2" FIRST TWO T OF PIPE OUT OF IST
_
MED -SAND 1OYR /6 I 3. 0 FEE 0 D
- ° C -^ 1 RAISE M.H WCC 4• BOTTOM ON LEVEL BOX TO BE LAID LEVEL MIN. 27, SLOPE LOAM & SEED DISTURBED AREAS
5' 1 59 " _ 5 62" 10'-6" SEWER BRICK e:. -o., .: - ` . .:: STABLE BASE j t�2' C USHED
65 do MORTAR CROSS-SECTION 4. ALL PIPE CONNECTIONS AND CONCRETE
�- t0'-0" STONE BASE 3 MAX. C MPACTED FILL 36" MAXIMUM 12"MINIMUM
6 C2` . SILTY CLAY 10YR 6/6 , 6 C2 SILTY CLAY 10YR 6/6 NORMAL WATER LEVEL 12 CONSTRUCTION SHALL BE WATERTIGHT. o 0 0 0 0 0 0°0 0 0 0 0 0
E= `
80 a 3. } o ° 0 000° 0 0 000 0 3' LAYER
82' 7
:..., .. -
7 PRECAST SEPTIC TANK 1 10` 14`
g' a INLET TEE 4'-9'
T.
{# ' 9 C MED SAND IOYR 5/3 '9' C3 MED SAND 10YR 5/3 5'-2' 4'-6' 4•-0" MIN. wVNI)OUTUT rrO" 5_4• 15 1/2'
3 INDICATES - - Z LIQUID DEPTH (GAS oa,�
r 5' 8"
l 10' 10 7 OBSERVED =
I r 130 , 11 EL - (-4.3)
128" GROUNDWATER
N a
-
11 1
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. O 0 HIGH 00O O� PEASTONE
30^ ^ p DENSITY p REMOVE
24 00 POLYETHYLENE 00 O
EFFEC. Cb0 0 INFILTRATOR 3050 CO) OO 0 MATERIAE OR
.DEPTH O LEACHING O 5' ALL AROUND
O 0 CHAMBER p 0 IF APPLICABLE
47" 50- 47" 3/4" - 1 1/2"
INDICATES "e WASHED STONE
I 12• 12 ESTIMATED BOTTOM DN LEVEL STABLE BASEa 3" 177
7 1 12'
C - SEASONAL HIGH PLAN VIEW r� I 22'
e DATE: 6" MIN. 3/4" TO ���C�
DATE: GROUND WATER 1 1 2 STONE CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER
' 11/22/1999 _11/22/19 99 / "
t , TEST BY: TEST BY: INDICATES
THE BSC GROUP, INC. THE BSC GROUP, INC. DOQ PERC. '
WITNESSED BY: WITNESSED BY: TEST TO
VON
AMY VON HONE / KELDA WELSH PARKERS RIVER SCALE: 1 = 20 FEET "_ DESIGN CRITERIA.
AMY 1 ON -HONE / KELDA WELSH (TIDAL) t. W LFRED L SHEPHERD, TRUSTEE DESIGN �d
` _-- ASSESSORS MAP 25 r o` u� a
PERC. RATE: PERC. RATE: F : 0 10 20 4D FT. PARCEL 1I c u :` `� f ti DESIGN FLOW:
` 2 MIN./INCH
N/A MIN./INCH INDICATES Qi.
�'
" I EVALUATOR SOIL EVALUATOR ❑ UNSUITABLE 3 N� ; �\ �J ; 4oisaj 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D.
SOLE L MATERIAL r, <
MICHAEL` PETRIN O •: FRANK W. MASE �7�A\ ��.,
MICHAEL PETRIN
ASSESSORS MAP 25 �y�r
SOIL CLASS: NOTE: sra l
SOiL CLASS: a ': PARCEL 8 }y
1 1 DUE To THE PROXIMITY To wr REQUIRED SEPTIC TANK:
1 TIDAL INFLUENCE , HIGH //p
' LT.A.R. GROUND WATER, ADJUSTMENT i - ___ ��I llO� _
-,- L.T.A.R. TO BE SET A.T 2.5' N-G.V.D. EXISTING BULKHEAD: 440 X 200% 880 GAL.
" 0.74 G.P.D./SQ.
0.74 G P.D. SQ.FT. _ SEPTIC TANK PROVIDED: = 500 G
Wos VIDE
• 1 AL
<.44�
SIZEFM
OF LEACHING FACILITY REQUIRED:
a
VERTICAL DATUM: N.G.V.D. -
V _ ______-_--- `- LIMITS OF EXCAVATION OF r, DESIGN PERC. RATE: <2 MIN./ INCH
`BENCH MARK. USED: TOWN OF YARMOUTH, MON. #�8 6.29 N.G. .D. ' - LONG TERM ACCEPT. RA
- - - - -- UNSUITABLE MATERIAL TE 0:74
". NCH MARK "SET: TOP OF STONE BOUND, ELEV. 7.03
AS OF MARCH 2001 ; ' � '' � �•. ', ,� GPD/S F
or
DD �t n
-- -- - F D R1VAM
O
PROFILE: NOT To SCALE
_ fR
` tvJG�ral
----- ---------
EL.-
1, SIZE OF LEACHING FACILITY PROVIDED:
- L1:=A R TO WITHIN FIRST PIPE LENGTH, �/ - ---- _
t TOP FOUNDATION COVES TO BE SET LEVEL --_ _-_ -- '-
6" OF FINISHED GRAD FOR MIN. 2' �F/R
.14.0 L FINISH GRADE 15'WN L 4 ' 440 GPD + 0.74 GPD/SF = 595 S,F,
13.5LEGEND � 190.06 SLAB ELEV: v--- • , _ \ 50.00' BENCHMARK-" i USE HIGH DENSITY P❑LYETHYLENE
<�•7%_ CO rSTRUCTON TOP OF STONE LEACHING CHAMBERS 12 X2 X310.1 SCH � t • PW r:- j 't: �., Sn�t'+�/3:1 _,^ � rO _ . DRYWELL FOR �•\�,,rJ,
scH +o Y + vqx ROOF RUNOFF IMPERVIOUS BOUND, ELEVATIONa SIDEWALL - 2(12 +35) X 2 - 188
iFCC' ROUGH ,��DRIVEV,'AY r-- ---- `i>jQ� = 7.03 N.G. V.D. B❑TT❑M = 12' X 35' = 420
_ISL BO H X 0.6 ILj�„tt����_ 446 - -- ` ;, p�o608 S•F,
•r - 5 I=F D - - r r ,s f .�_.i,o r,�S`. i I'..- -[6]- PRO OSED _5 SEPARATION ,r; HAYBALE ,/ ' 608 S.F x 0,74 GPD/SF 450 GPD
150 0 GALLON FIN'SHED BARRIER r rY'sEPr.G TAnr, GRADE ,,, ' 9.6
6' STONE BASE \\011! I I E 111+/1 �'r, O 5 -i ,
1� �
V
�y
�\ � Ems_ /
��'����--��`5'-1�' 3' �_ X w LOCUS INFORMATION
"INVERT ELEVATIONS. ,
LOT -1 T '_-' GARAGE ;��", ! �� ,` M
949± S.F. WETLAND - -`� T.O.SLAB LO I
LO I n o CURRENT OWNER: R.J.E. REALTY NOM. TRUST
L'. 27.0650 S.F. UPLAND i
1', 5 I 1
;•' " TOP OF FOUNDATION. 16.1 A , - I , TP -2 � z z STONE
10.27' B Com' 28,014± S.F. TOTAL AREA
- i I DEED REFERENCE: BOOK 13699, PAGE 338
INVERT AT BUILDING - 1 �r ��` f� _ r� BOUND
�7 p�7r +�%' '� �f i � PROPOSED � � � D I FOUND
` 4> INVERT AT SEPTIC TANK (IN) 10.07' C `-�Zt+,' �} DECK `10'� 1 HELD
^ TI TANK OUT 9.82, D L LI �%�j�► `+► �' S P REFERENCE. 18, PA 25
I!� BOOK ,
4 INVERT AT SEPTIC
'OUT) " K 48 , E 27
I►
ITT
69\ \ 1 PROPOSE\ �,'P ", . i BOO 9 PAG 1
IN RT `AT 01ST. BOX IN 9.72' E -, ,\\` `}
4 VE ( ) - / e r 4 BEDROOM (1 i 1,500
:. , -1 LING ; r 1 GAL T. i ASSESSORS MAP: 19
4" INVERT AT D{Sr; BOX {OUT) 9.55 F ,'- - r PARCELS: 1.
® 7; { / T.O.F 16.0,\,� i ; 4 1.1
P
! j :, 4.5 PROPOSED 1' o . RESIDENTIAL ZONE: R-25
t c J, ---- S82'46' `E .: « - 5 1. POOL. 1 .0 Z i' SETBACKS: FRONT 30'
t INVERTS "AT LEACHING FACILITY:
I) %LT '�� , TP -1 SIDE 15'
/ ::q .- - 8' ` REAR 15'
4". INVERT AT BEGINNING = '; E' I -? -�r _,, r - 65\- ,
! 1 MINIMUM LOT SIZE:
CHAMBER 9.5' G BREAKOUT ELEVATION 10.0 - ' L------FRQROSED 2 0o S. .
r �� 1p1 � p Y7
I, OF LEACHING C - '
� aUtd Si 5 0 F
":,: � ,/ ,' • `,.. 1 t'' 1 S80 CONCRETE PAD -�
1 r i "E' 12 ! O MINIMUM FRONTAGE: 150'
I rD
ELEVATION AT BOTTOM 7.5' H !r _co D
1 9.68' ,
.6 OF ,LEACHING CHAMBER ! _
d ,' "�� FOR POOL GROUNDWATER
-�;, r 0
ADJUSTED / c - o RUNOFF
OVERLAY. DISTRICT: NONE
m 2:5 J
,GROUND DP,YWE : zs
WATER . r � j �> �'
.'.. '
s 'FOR .0
Q
No, :.__ .. ; _ LO LAN: NO SCALE
,
•
�. � y%' -v /• _ ,. 44.2
R._ SRU / ® LOCUS P
, �` ^p :. - -�-�\ ,' 172.9'/'154.4• -
VARIANCES REQUESTED.
F z v \��'* - TO RET.
1 / ALL 1
> r
" NONE' / ,
WALL
FLOOD ZONE A!*! STREE
+��-, ' � .t --_.- I' _i r•l fi`''`r., � f,; r fn T
,.= -! -, r AL2. ELEV 10 x
m NOTES. LOT 2,
1 EDGE OF BORDERING, VEGETATIVE WETLANDS (BVW) DELINEATED BY NORMAN W. H.AYES . PWS AND APPROVE.^ BY 6,040± S.F. WETLAND, / O f r '. � r ' Q r v1
28
^" THE YARMOUTH CONSERVATION COMM'SSION AT °A MEETING ON DECEMBER 2,1999. r r m
E - / / 42x240± S.F. UPLAND ct",% `'; ; (' .� 4"PVC i o 0 D D
k b _ �; / / C
i N VIA AWAPPROVAL NOT REQUIRED AN4` PLAN BY THE BSC GROUP. NC. /r 48 280± S.F. TOTAL AREA . k f , 1 5d0 GAL Z
2.) THE LOT SHOWN HEREON WAS CREATED A ( ) 1'�A
SIGNED BY THE PLANNING BOARD ON MARCH .1.'2000. / / ✓ ''" /' { J� SEPT]G� i > D m
0
3.) THF ENTIRE LOT FALLS WITHIN THE FLOOD ZONE AL2, ELEVATION 10,00 N.G.V.D. > N
..-. ;7 24' PROPOSED i to , R '.m � D m
AN THE FOOTPRINT MAY VARY- I / ..' ___ S BEDROOM , 1 VI Z r*7
4.) THE HOUSE IS SUBJECT TOFINAL ARCHiTECTLJRAL DEIGN Q E 00 { '
T ,o- / / , • > !: �� `/ DWELLING J r r D A D m
D . iMIT OF
T INSTALLATION OF A SYSTEM IN WE RESERVE AREA, ALL UNSUITABLE VATE=;1A.-S SHALL BE REMC'J� _ _
5.) PRIOR O N r c 4 J� / r T.O.F 18.5 r m LOCUS
AT.LEAST BEYOND . S.A.S.-AND THE EXCAVATION APPROVED BY THE BOARD OF H:1LTH. S.7_ SLOPES AROJtiD THE / :.�.. / .li! -may, . t -J.., / i DECK / EXCAVATION C - RE DR'
M .
T- To PROVIDE A MINIMUM OF 15' TO THE BREAX. OUT ELEVATION. - ; :-::_; ;;- . :-.� �,�'' I - t j r r
- .. RESERVE SHALL ALSO BE.AMSTED tD , i''., -% 1 �-'
:. ,._. <..h � `� .. + : I EE
_ _ 5 & 6
ov W^ F! THE AREA OF.Z!!E.PP,t`.rRRY S.A.S. WAS A`,0 C,So£CTED BY THE �j1 '� a flt_
`• � 6.) EEF•C..,. THE LOT S FILLED , [� � � r 1
BOARD OF HEALTH AND THE BSC GROUP, INC., THEN BACKFILLED WITH MATERIALS NOTED N GENERAL NO1Tr 5
_ e C ; f GARAGE vi r TP 4
F R CONDITIONS ISSUED FOR LOT 1 BY THE ' .� - • . - ` 7`
r .� o T.O.F. - Q r �'" G PCV\ ARKERS
r • ,,, 7.) -SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ORDER OF CON �•, v'. ,°;1_ �- ('� �,�y'/^/
wf ,•. •� COMMISSION ON AUGUST 2000. -..:: : cP .... t'i �/ - _ f- �"' h _ i^7 _ ., �... 1 (3- -
nr .YARMOUTH `CONSERVATION COM S _ S%s : ....11.0 'a' .r �' RIVER BEACH
APPP 1r}AAT=. SIZE AND ELEVATIO*t Cc EACH DRYWELL _ / } 1
DRYWELL LOCATIONS SHOWN ON THIS PLAN ARE 0 _ ! K'° C - / \fir
m TO
BE DETERMINED BASED ON ACTUAL HOUSE DIM£N�ONS.
�,\
J r ;,
Ac -A T t tM v OF 20' \\ ' _ FE .MOUS i - NANTUCKET 9.)_SEpTIC TANK, TO BE A MI"N:tMUM OF 10 FROM .POOL RESEFER,'E AREA AND PR V .,Y A ._ J BE A M N TUCKET SOUND
l \\
F AND DRYWELL FOR POOL RUNOFF TO BE A M'N!V'JM OF 25 FROM RESERVE A=EA.
r
y FROM POOL \\�• _ D= \ �W'AY/� a
REVISIONS
NO. DATE DESCRIPTION '
1. 8/16/00 B.O.H. ISSUE
2. 12/11/00 B.O.H. COMMENTS
3. 6/3/02 REVISE HSE. LOC.
4. 6/19/02 ADD. POOL -
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 WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL-
ATERIAL6.
6.REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOIL$ "
CONFORMING TO THE FOLLOV41NG
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No. 50 SIEVE -
<10 % 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 DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE U11UTY `
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. -
{, . I
,
The ESC Group, Inc.
_
657 ROUTE 28, (UNIT 6)
WEST YARMOUTH,. MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
LOT 1
M9 PARKERS
NECK .ROAD
S: YARMOUT,;
1� July 1; 2002
>3v
PR ARE FOR:
BARRY DUNN
...AND
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/L: MACDONALD
DRAVNI : K. HEALY
FIELD: P.H.- / A.D.
FiLE NO. 8188-SEP.DWG
DWG NO. 5179-13
SHEET 1 OF 1 `
JOB NO. •4-81`88.00
i