HomeMy WebLinkAbout0082 BLANID ROAD - Health (2) f7N/S1/ GRADE SHALL BE-fX M/N/MUM OkER ALL SEPTIC SY57Et! COMPONENTS USE 4",01A SCHEDULE 40 PtV OR CAST IRON P/PE
20 M/N/MUM SETBACK FROM EDGE OF STONE TO CELLAR IYALL
SOIL TEST elf10'MINIMUM SETBACK REM00,49LE COVERS SET TO XIWIN REMOVABLE COVERS SET
Date of soil test: JULY 7, 2015 6" OF RN/SH GRADE(TOTAL OF 3f TD XfNIN 3" Of FINISII
Test taken by MICHAEL BORSELLI, P.E. J60 GRADE('#/N. OF2V = 6.0
Results witnessed by. DAVE STANTON EL. 30
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Percolation rate: < 5 MIN./IN.
Ground water NOT ENCOUNTERED
S = .02 -' INkff r X AX
ELEt! = 2"LAYER OF 1/8" TD
TEST HOLE #1 TEST HOLE #2 �:o� ,Y2.17 1/2" WASHED STONE
" 1500 GAL 4 SET F/RSr sLOPE 04RIES
O 36.0 0 36.0 a
►� SEPTIC TANK 2'LEVEL S = .01 #/N. EL. = 3.�0
LOAMY SAND LOAMY SAND
N" 4• ®®®® 0 ®®®®
15" 10 YR 4/2 34.75 15 10 YR 4/2 34.75 N (H-20 LOADS lain®®®®®®loin®®®
4, inIn000InIn00I®®cog I®
LOAMY SAND LOAMY SAND II II L7/,ST. BOi}� ®®®®®®®®®®®CON®
30"
10 YR 6/6 33.50 30" 10 YR 6/6 33.50 , p ELZ = JO17
�
W W
SEP17C TANK ANO D/SIR1944VI70N BOX W II II
INSTALL .3/4" TO 1 >/?"OGiJBLE
ON 5 LA YFR OF CR1/SNEO STONE
fyASHED, CRUSHED STONE ALL 4
COARSE SAND COARSE SAND W W AROUND CHAMBERS ANOOOAW
2.5 Y 7/4 2.5 Y 7/4 TD THE BOTTOM OF THE CHAMBER
PROFILE k SYSTEM. REFER TO LAYOUT OF
_ SYS7cFM FOR MORE DETAILS
NOT TO SCALE ('BOTTOM OF TEST HOLE EL. = 26.0
120" 26.0 120" 26.0 3 - REMOYABLE 24"D/A. 6VkFRS REMOYABLE 24"D/A. 00WR
, .
,•. „11 ;' . . • l � ,• , !. 1 , m.
" • , . v !• • •y�l '• • • 1 ...tj '•�' ,Y
+ )ZT-,OPEN AT TOP .SET
2 - OUTLETS " ~-,,7 MIN. FROM TANK 00kFR
1 3/4 INLET KNOCKOUT aU71 T KNOCKOU `
s ° OUTLET O O INLET' /NLf,r TEE SET OY/lZET TEE SE
TEST HOLE #3 TEST HOLE #4 �' -. TYPICAL OF 5 10 M/N. BELOfv 14 BELOIf'
INLET N L/QUID LE12�Z L/QUID LCk L q q
0" 36.0 0" 36.0 6" 8!! a GAS BA I I
3"
LOAMY SAND LOAMY SAND
15" 10 YR 4/2 34.75 15" 10 YR 4/2 34.75 2 - OUTLETS ,I
LOAMY SAND LOAMY SAND 19'5" r r
„ 10 YR 6/6 10 YR 6/6 19.5" ` r
30 33.50 30" 33,5f1 ,
PLAN VIEW CROSS-SECTION
10' - ON 5' - 2"
COARSE SAND COARSE SAND DB-5 DISTRIBUTION BOX (H-10 L �qD_) >1' - O" 6' - 2"
2.5 Y 7/4 2.5 Y 7/4 NOT TO SCALE
1500 GALLON SEPTIC TANK (H-20 LOADING)
NOT TO SCALE
8' - 3 2"
120" 26.0 120" 26.0 BASIS FOR DESIGN:
"
® ® ® ® 0 ® ® ® ® P�� OF q TOTAL DA/L Y FLOiY/S BA. O ON ,�BEDROOMS NO GARBAGE'DISPOSAL
® ® ® ® ® ® ® ® ® ® ® ® 34" p��� MICFiAELJ, IP, TOTAL 0A&YfZOW- 110GPD/bEDROWX5BEDROGN/S = aUO6A9
24" ® ® ® � ® ® ® ® ® ® ® ® - eo�sE��i 90r1 X/AREAPWPOSED = 2958 SF.
CD® ® ® ® ® ® ®99 ® 0 ® ®g v NoC5054'
�' � SIDE AREA PRGPO.SED = 169.2.SF.
AP S T IE `44
CONSTRUCTION N0�TES: 8• - g, _ NpL TOTAL LEACH/NG AREA PROPOSED = 465.SF.
n� APPL/CA77QN RATE = a 74 aovAF.
>. /NSTALLAAaN OF T71EPROPOSED SEPAC SYSIEiiI -WALL RE IN ACCORDANCE fN77/ ATLE 5 CROSS-SECTIONI 1
AND THE BOARD OF HEAL W REGULA77aN.S 8' - IT DESIGN LEACH/NG CARA017Y= J44 GPO > „UO 090
2. THE CON72,407OR .SHALL DE7ZRM/NE THE LOCA770V 6F THE WATER SERNCE AND
SLEEP£/N ALL AREAS LESS 7NAN 10'f)?6W 771E PR6P0-Q D SEPAC S167EA/. ° ` ° r' ' •'
+ SEPTIC SYSTEM DETAILS
3. A COPY OF 771E PLANS.SHALL BE AI�A/CABLE ON SITE FA�P REfTc1PENCE AT ALL TIMES 5" KNOCKOUT
DURING THE/NSTALLA1701N OF THE MRAC SYSTEM. 4 FOR #82 B LAN I D ROAD
21"'DIAMETER COVER PREPARED FOR
4 NO CHANGES TO THE DES/CN -WALL BE PE7F6W&1D W NOZIr 711E APPROIiAL OF BOTH B A R N S TA B LE HARBOR BUILDERS
FALMaIN ENGYNEER/NG, INC AND 7W BOARD a-HEAL W 0 IN
7HE.SEP77C SYSTEM IS S!/B✓ECT 7O /NS0,CO) V BYFALMaUT71 E/VG/NZE-RING, /NC. I 5" KNOCKOUT 5" KNOCKOUT OSTERVILLE MA
AND 711E BOARD Ar HEAL Tri/ PLAN DATE: JULY 17, 2015 PLAN SCALE: AS SHOWN
:+ 4
6. 711E CONTRACrW 49VALL NOAFY FALM6Y/T71 ENGYNEERINQ INC AND 711E BOARD OF HEALTH
70 INSPECT THE SEPAL Sk57FM PR/OR 7O BA0WF1LL. IN SIWE/NSTAN= MORE 7NAN ONE CIVIL ENGINEERING WETLANDS PERMITTING
/N.A°EC770,V MAY BE NELDED. THE 6 WTRAC71.?? SHALL ONLY BALY(f7LL 771E R6W)76WS of 771E 5" 'KNOCK;)UT p,L M O U T
SY57EM THAT HALF BEEN INSPECTED AND APPROPF,0 BY FALMOUTH ENGINEER/Na INC AND ° WASTEWATER DESIGN COASTAL ENGINEERING
THE BOARD 6F HEAL/W. r °
7. /F THE 0aV,9?A070R ENCDIUNM-RS ANY {IAR/A170YVS IN SYTE CW,0I7701NS, SUCH AS D/fFER/NG PLAN�� IIEW TITLE 5 PLOT PLANS �� ` � ` PIERS AND DOCKS
S72LS, r6W06WAPHY, !fF7ZANOS 6W ONIER COND/17GWS THATMAYREQU/RE RE-EIIALUA77ON 0/ NEE
LAND USE PLANNING 1 COMMERCIAL/RESIDENTIAL
711E DES✓GN, THE CaNTRAC7M .SHALL IMMEDIATELY CDNTACTFALMa 11W DVGINEZRINGy INC 500 GALLON LEACHING4 CHAMBER (H-20 LOADING), Sffvrng Cope Cad and Savtheostorn Mossochusetts
SCALE: 1' = 2' 17 ACADEMY LANE, SUITE 200 - FALMOUTH, MA - 02540 - 508.495.1225
PROJECT NUMBER: 15044 CAD FILE NAME: 15044DT DRAWN BY: L.M. SHEET 2 OF 2
1
LOT 9A
NSF
ESTATE OF SALLY FISH 04 ,
o EXISTING
o HOUSE
Ld
M V\ \ \ \ \
� r
35.5 4 C9
r�
35.1
z l IP ai o
o 14"OAK 14"'" FOUND a: v /...-.� PROJECT
K
LOCATION
o l 17" O 03 5 POND
-' OAK 14 - BLANID ROAD
16" m 0 35.4 0O . --._... . ,D/S SBOX
34.8 OAK N S88'33'20"W 4 (L CU S
35.6 82 30, O NOT TO SCALE
L O 18 (D35.8 9"
o� 20" 35.8 OA OAK 3 - 500 GALLON OV,4A/BERS
BENCHMARK: �� OAK 36 Of)W 2 OF SZWE ON VbFS
NAIL & CAP " + 6 '2 It/2 4NO 4'GIB"SIME 6W ENDS
EL. 35.04 01' OAKS /, 7 J -_. -r 7-----
_ W
-n
' 035.9
N N
A A
STP 3i Q
r'' 1 GALL O O 5 36.5 - 1 2
C ,5A0 -
ti
D _ GASG -+ _S RVICE I O
Z G 35.2 ._�-35.9 '--136.2
LEGEND
I GARAGE LOT 6A
ON SLAB 36.3 a ' N/F ------- 36 ------- EXISTING 2' CONTOUR
PRWOMVc I 36.2 ' JON W. & MARY L. +35.5 EXISTING SPOT ELEVATION
m o $ S p MCKENZIE, SR.
o m a m , X3s0 PROPOSED SPOT ELEVATION
m 4 -- _..- --- - 2 21.6' + 36.3 35.9 1t11�► EXISTING TEST PIT
PROP05 O .
-�- -.._ I
o �4i'7t'i E ::STING-TREE
ISTING
-o ( STEP OUSE 82 / IP
y > I 21.4' ►u F.F. .27 �' N o FOUND IRON PIN
m �I ,`O 36.3 00 D
rn rn c Z �I PROPOSED
v ( - I HOUSE
�I 1' O I 6.0 LOT 8A
6.590t S.F. GENERAL NOTES:
n I APPROXIMATE
m I LOCATION OF I 3 . 2' 206'
I EXISTING 26. �'S 1. HOUSE NUMBER: 82
34.7 ( NG PIT 2. ASSESSOR'S NUMBER: MAP 140, PARCEL 065, LOT 8A
R.R. TIES I 36• 36.7 364 m 3. ZONING DISTRICT: RC
35.4 �\ n 4. FLOOD HAZARD ZONE: X (FEMA MAP 25001 CO757J)
DRIVEWAY 24 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY.
\�
6. ELEVA110NS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM.
35.5 R.R. TIES 36.4 0 �� 7. LOT COVERAGE BY EXISTING STRUCTURES: 1,329 S.F./6,590 S.F. = 20.2%
36.4
6'
91 �; 8. LOT COVERAGE BY PROPOSED STRUCTURES: 1,318 S.F./6,590 S.F. = 20.0%
CA I
1 °' N88'33'20"E 35.9
0 34J REBAR 76.06' STOCKADE F NCE IP
> FOUND 3 FOUND PLOT PLAN
+ 34.8 Q 35.6
E.Y/S77NO 6WS71NO HOUSE TO FOR #82 BLANID ROAD
OR/1/EWAr TO BE OEMOL/SHED PREPARED FOR
20' BUILDING LINE BE REMOV00
AS DESCRIBED ON BARNSTABLE HARBOR BUILDERS
PB 103, PAGE 47) IN
LOT TA IN
MA
I PETER & MARY ROCK PLAN DATE: JUNE 24, 2015 PLAN SCALE: 1"=10'
ICIVIL ENGINEERING WETLANDS PERMITTING
WASTEWATER DESIGN � � � �1.1 OF Mks COASTAL ENGINEERING
TITLE 5 PLOT PLANS �` PIERS AND DOCKS
MICHAELJ. �y ^
BORSELI.I N
10 0 5 10 20 �GINEER�
CIVIL LAND USE PLANNING COMMERCIAL/RESIDENTIAL
9 No.35054 c 3
iS P Serving Cope Coo' and Southeastern A/as"chusetts
SCALE: 1 INCH = 10 FEET pnra 17 ACADEMY LANE, SUITE 200 - FALMOUTH, MA - 02540 - 508.495.1225
PROJECT NUMBER: 15044 CAD FILE NAME: 15044SP DRAWN BY: L.M. SHEET 1 OF 2
I
d'
W
LNTFA .
l
ESTATE OF SALLY FISH j
z
o I EXISTING ti
o HOUSE qy
mI
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \'\ \ 0 0\
v 35.5 Q �..
o
to I M
�I 35.1 O
Z 3 - 500 GALLON CHAMBERS WITH IP m �O
2' OF STONE ON SIDES AND 4' FOUND vJECT
z OF STONE ON ENDS v �N C!(� POCOATION
o +3 .5 P°No ) BLANID ROAD
mI +35.4
34.8 35.6 N01
O0 O SCALE
_ 82.30' I J
N FS88*33'20"W'
BENCHMARK: 4,
NAIL & CAP P DB-5 t° w
EL. 35.04 0' O 6DIST. BOX N iv
RA -- to
m I Q
r'' IL_ —
r
o 6a Q
Z 35.2
0 I /
/ 1500 GALLON LEGEND
GARAGE SEPTIC TANK
SLAB // +35.5 EXISTING SPOT ELEVATION
/ LOT $A
o I / 6.590t S.F. LOT 6A FOUND IRON PIN
v �
m m 24.5' -----------
/ + 36.3 35.9 N/F
o PETER & MARY FROCK
N
o,�. ._
o �
D mI
m EXISTING D
m m "'I I HOUSE #82 a r„
UNDER
-n I CONSTRUCTION
�I GENERAL NOTESP,
:
m I I 2 Al - 1. HOUSE NUMBER: 82
r
34.7 I 2. ASSESSOR'S NUMBER: MAP 140, PARCEL 065, LOT 8A
3. ZONING DISTRICT. RC
m
35.4 I 0 4. FLOOD HAZARD ZONE: X (FEMA MAP 25001 C0757J)
m 5. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM.
6. LOT COVERAGE BY EXISTING STRUCTURES: 1,319 S.F./6,590 S.F. = 20.0%
35.5
O
I � p 1 35.9 �...,.
O 1 N88 33 20 E
(347EBAR 76.06' STOCKADE F NC.` IP
OUND 35.6 F°�"° AS-BUILT PTIC SYSTEM PLAN
+34.8 Q I
F #82 BLANID ROAD
PREPARED FOR
20' BUILDING LINE
AS DESCRIBED ON STABLE HARBOR BUILDERS
PB 103, PAGE 47) ( IN
LOT 7A OSTERVILLE MA
I N F PLAN DATE: OCTOBER 16, 2015 PLAN SCALE: 1"=10'
I JON W. & MARY L.
I MCKENZIE, SR. CIVIL ENGINEERING WETLANDS PERMITTING
p,L M 0 U TJ�
WASTEWATER DESIGN COASTAL ENGINEERING
OF
S,F� sS9
TITLE 5 PLOT PLANS ` PIERS AND DOCKS
q� MICl1AELJ.
,o 0 5 10 20 s BORSELLI m GINEERI
C, CIVIL LAND USE PLANNING COMMERCIAL/RESIDENTIAL
v 9 No.350
Ado F� T Sffwny Cope Cod and Southeaster A67"oehusetts
SCALE: 1 INCH = 10 FEET 17 ACADEMY LANE, SUITE 200 - FALMOUTH, MA - 02540 - 508.495.1225
PROJECT NUMBER: 150441 CAD FILE NAME: 15044AB DRAWN BY: L.M. SHEET 1 OF 1