HomeMy WebLinkAbout0121 FLUME AVENUE - Health �121 Flume Avenue
Marstons Mills
A - 061 010011
I
i
I
TOWN OF B STABLE.
LOCATION'I 2' 1' I �►t VItm .La-)L Lk).,,1AGB # 24SUZ. 02`�.
VII,LAGE�/VIG��S�eyl.� l t11i�I� ASSESSOR'S MAP &LOT!0(01 010-00
INSTALLER'S NAME&PHONE NO. I/7�3% ��l✓l��I �(' / /��'
SEPTIC TANK CAPACITY
i
LEACHING FACILITY: (type) (size) , 3
NO.OF BEDROOMS
BUILDER OR OWNE o ' r 011'ko-
1
PERMTTDATE: 2 COMPLIANCE DATE: 2
Sepakation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility. Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
. ���� . .
, .
.�
�Q
z�
3� 3 �
� � 5�
+�D
��
:.
No. _�
m Q®� � q p- 2 ��Q.v� Fee O
�J ✓ Entered in computer:
THE COM ONWEALTH OF MASSACHUSETTS .
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
01pprication for ]Digpozal 6pgtem Construction Vermtt
Application for a Permit to Construct JO Repair( )Upgrade( )Abandon( ) VComplete System ❑Individual Components
Location Address or Lot No.LOT 17 1 FLU M Cr 4 v E. Owner's Name,Address and Tel.No. 7 o fo
Assessor' Ma /Parcel MAP &i PFF KCEL� ®- � 11
6A�S 1�F B�I��IN f� ���INC.
Poo, BoX 95 CENTEGILLZ-r44. Q63ol
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ta 8 q1 3j
9AXTGK Aigb NYE�JJNC-
Type of Building:
Dwelling No.of Bedrooms cc- Lot Size 4�0sq. ft. Garbage Grinder(No)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures /
Design Flow U 0 G P.P/ b4 r ON, gallons per day. Calculated daily flow 330 gallons.
Plan Date 053 —17— 418 Number of sheets 04& Revision Date
Title C e F. L®`r 17 0 OXME MeN l!
Size of Septic Tank 1500 G:ALLO S Type of S.A.S.LWNIN(.QA#h S 0X X aCYQ HT'
Description of Soil PLEA S C— R E r E K 10 SOIL_ La" Div P LA WS ,
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the constrInviron
maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title ental Code and not to c�f�system in operation until a Certifi-
cate of Compliance has bee a th' oard
Signe Date
Application Approved by fA Date
Application Disapproved for the Vollowilng reasons
od ode-
Permit No. �� �' DateFdssued s . r
kul
�Y q_ L Fee 0 0
'Entered in computer:
�ai( 9 THE COM ON ALTH OF�MASSACHUSETTS
"d^ a Yes
PUBLIC HEALTH DIVISION - TOWN OFBARNSTABLE.,-MASSACHUSETTS
*pgtem Cou5truction hermit '
Application for a Permit Vol?
onstruct(X 1 Repair( )Upgrade( )Abandon( ) Complete System ElIndividual Components
Location Address or Lot No.L0717, FLUM F AVE- . Owner's Name,Address and Tel.No. 1-1V to
6AVS PC- BUIL7PlN6 Co.INC.
Assessor's Ma /Parcel MAP (Vt/P.4KCC-L010• 01) P.O. 60X 95 eENTEGILLE-MA• oa(03a
Installer's Name,Address,and Tel.No. ; Designer's Name,Address and Tel.No. 4a 8—9131
6AXTER aNb NYC-/1NC-
,�'�'� 8 R MAI N STREET 6S-1r-2V1LLC MAA655
Type of Building:
Dwelling No.of Bedrooms E:C— Lot Size o' -7sq. i. Garbage Grinder NO)
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures _ \
Design Flow 110 C-kP.D gallons per day. Calculated daily flow 330 gallons.
Plan Date O --1 8 r �N;umbelk
of sheets ONE' Revision Date 0']�f
Title C. P. P 4- � ` FLV AVEN u
Size of Septic Tank 1.500 GAL-LgALS Type of S.A.S.LEA4C4I1VGCNAM19ERS. 12 x" HT
Y
Description of Soil PLEASE R E VO E R TO SOI L. 6-0GS O N PLA 1,/3
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
;.
The undersigned agrees to ensure the construction maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 f e,Env� ental Code and`not to ee'�ie system in operation until a Certifi-
cate of Compliance has bee `�sue""4 thh hoard of H' th.
Signe Date
Application Approved by 144 Date -Z
Application Disapproved for the WolloAng reasons
Permit No. --` 6r—,2—�- ����"' Date Issued O
i
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of (Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( Repaired ( )Upgraded( )
Abandoned( )by R 9Y C ATF21A10
at /a I FL U me A VE /f. /N I LL S has M �ru m ccordance
with the provisions of Title 5 and the for Disposal System Construction Permit
Installer I I Designer
The issuance of s ermit all not be construed as a guarantee that the syste uneti _as
Date 2� Dj Inspector
w �T
3
N0.�,�• Aor�'"r(�.� -------------------Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Mie;poZal *p5tem Construction Permit -
Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( )
System located at /A f F,l_0;V14 j r9 U P5 ,N. Rq 1 L.LS
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Constructs n must be completed within three years of the date of this permit.
t
Date: 7 2 Approved by
R
T-d 4'-0' 8'-0' 3'-5• 9'-a' G'-G• �C-4' 19'-p• IA-Cr
H ti
b b
a
m
D
REAKFAST 68 31a6 31a' b
(OAK) o -
� x
tn
o ^ 0 r a LLLL \ F o N
L N L n O h O M 6 F
Y l '� - rr-WDr21 STEEL BEAM
SM KE DETECTORS OX t n I AO°Na
o 2� j ��V _ LAUN RY /
r . Y
t . . - (�
—BARNSTABLE BUILDING DEPT. 3i % L° I AI�tIt,r. ROOM y ❑ a
2 (OAK)
a KITGNEN
L (OAK)
0
12'-kr ..-2' 3•..p• y_a• p•_a. a•_a•
b GARAGE Y I U m
(OAK)
V � I ifN
Qq I b
b G100, I A7 v (O ) (OAK)at CTD 2'f73 n o
Q o I $ATN S� m 2q 3 A',173 3/A
L
(0 )
a F 34 BJ-FLD
n� O
b L-
7s x ED 3
LIVING ROOM 2 24 3 dY7a 3/a 3
�
o (OAR) :.
PTD ff FOYER CTD 2473
m O m is WA'C6 31A0'
(OAK) �0 24 3 Q'Y7a 3/a
io
32
m
FIRST FLOOR FLAN0
PORCI-I � o � a
SCALE. Vd+ _p+ u u &
T 1(Y 9
T-O' �o•-d T'd L'-o• 6_d y._2. T'la• T_10' a._
2a.-o' a.-O• 74 26.o.
72•-0•
i
P
d'-p• I4•-d d'-0'
e'q e•-ol h Divi 12'-fO T_a• i•'ir 12.'-G• q•-p•
public lieal
Town of Barn itable
PO Box534 ssachus fxs 02601
Hyannis,M l
Fax(508)7 5-3346 65
phone(50 790- o
� o
R �
J
O p
~ ('v IL o BOGK4
PCG �
46AT
D 2g5q - 21•-6. T-y. �'^ 2' 2' yp &�ftiD f3'-O' �5•-0'
4y5q 3/d
® J BEDi�00M #2 h BEDROOM #3
(CARPET) (CARPET)
CLOS 1 CASTER ; a `°
MASTER (`A"a ) D BATP 16 Lr)4e4
SUITE (TILE) u ( .
(CARf lr) 2f'
26 26 SEAT PCG 2 2S
D 2�q (OAK) m 26 (•"� , 25 3/O r25 3/
y'rbq 3/y lr
b eoc�cs �
/� (CARPET) 2f 26
U 1. � a
PTD 2gsq
o CLOSET 2q 3/A,"e/
BATH zr3
wNDor i (Tlle)
OFFICE SAT h
;1
PTO 2gbq
a
( �t )
� • 2'-V 2q 3/A'rSq 3/y (OAKD,. G'-i•
—
Cn SQ d-RD
$ 2' SEDROON #4
c o = (CARPET) PTn 2gsq
co SATH 02 2A 2q 9/a•rbq 3/
F (TILE)
SECOND FLOOR PtIAN ,, Q
SCALE, 1/Ar I'-(' rL
m
~ L A a ^ O m
• B•-a B'-O' T-id 7-w• y'-A• 8.�. B,-i, y,�,
A'-O' _ K•-O' A'-,Y
2o'-a
rr-a
I ,
I I i
� I I
, � I
I
• I I I----------------- I
---------- , I I
I
IF---------------------- i ------------` - ---------------,
I
I = I I
I I DEPRESS to•FOR DOOR I I 2noL t I 2noti I 2no'. 2Xa 3
', _may I I b
allI I I I l�+i'c-c` ! m !� W O.0 I !12'O C- I I . i
' _
3f. 'AI CONC.PAD
I a 1 0 FULL BASEMENT �_I � 31/1 STErL Cowx"'N I I
1 i I tr
GARAGE I r-n' rr-r
A' CCRCP s sue
I I , I y DROr ccnc:wu_ I
15TO 3i•.._
I I I I 4 r,e•CONT. FOCTIN 1 2 i I r' -t
DWRMS to FOR Dane , I ——— ————————— a I
I a I I 34' 4•r3r12 COMC.PAD I I t
31/2 S ErL COu"M , l_-------
I
I I I I I o I I e'r•ra'a d ONC wAL
cCNT I Ir 2 w +
L M
—L——————--------------J— 0. ———J—
.C. IIt obrti1
q
I , I
a � I
I I
� I
� I , 1 D,mr coNc. Y•1AL1. I I H
' L ------ o '-----J o
I ---------- ,
n
FOUNDATION PLAN
SCALE. IA' p_p• 2s'-a o
4• r-,a r-la r-la a
7a-o'
�r^ TOWN OF B LNSTABLE.
LOCATION "ttc � n .wAGE# 24502 02I.
VILLAGE Mdtd5loal� /1/ii�/� ASSESSOR'S MAP& LOT!®�`-
INSTALLER'S NAME dt PHONE NO.
SEPTIC TANK CAPACITY i2e
�ij .11!6
LEACHING FACILITY: ®" �
(type) (size)
NO.OF BEDROOMS 3 )
BUILDER OR OWNE e e I °
PERMITDATE: Z D COMPLIANCE DATE: 2 �3
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
i Furnished by
i
i
i
3� 3
I �E
Town UI 11i'11'IISl411J1C r t'
Department of ilesim,Safety,and Gnvil•onmentnl Services
,►�
Public lle:>illlll l)ivisiol>I Date
367 Main t 1 Ya MA U2 I oil
1 HA I""^l q Time 4 fee I'd. U d
A Date Scheduled
Mtn►�+
Soil Suitability
AssessnieJit for Selvage Dishosr.,
l�xtw �,1L�H 7vIJIJ►
' 0 - �� �, Witnessed Dy:
Performed By: 1CA
LUCA'1`>lON & (01,"RAL INFORMATIO
owner's Name Indian Lakes Dev. t:.
Location Address
Lot 17 Flume Ave AddressP.O. Box 95
AA-AA- Centerville, Ma. 0263
Engineer's Name Assessor's Mnp/Parcel: Map 61 Pcl 10 (Part) Baxter—& 31 Nye
Inc
Telephone N .
NEW CONSTRUCTION
X REPAIR
9
� � o d-�� Surface Stones a
Land Use ( - -tb�Tl A� — Slopes(/.)
Uistanccs from: Open Water Body Possible Wet Area 52r� ft Drinking Water Well
L�UD n
1 D Il Other n
Drainage Way�---n Property Line
r
SKETCH: (Street name,dimensions of lol,exact localifns of test holes&perc tests,locale wetlands In proximity to holes)
�g
S86-28'54"E
LOT 1 7 w $
is
24,463 sq.ft. LALA
�
� �77.63
X_ u�t = —
Parentmaterial(geologic) 00� '� � Dcpth to Bedrock
Ucplh to Groundwater: Standing Water in i tole:_-
`--' Wcephlg from Pit 17nce__—
Estimated Seasonal i ligh Orouudlvntcr _------•--
1)IIJ'l'L+ 1t111iN(�,'I I.UIV irOlt SIJA���N.A.IJ l.11t".I.t 'WA'1'l!,.tt C�,,131.JyJ
htetI10(I Used, ----- — 191, Uc lt.11 10 Soil rnollies: _._In.1)rptll Observed standing in obs.hoic: �,__.______—.._._—--
In. tunlndwntcr Adjustment_-- ----_•-_-_-it.
Depth to weeping floral Side of obs.hole: _:_.- —
ludc.x Well 8 Arading Datc:—____ hldcx WellIcvcl Alii r.v for— Adj.001111dwalel Levci
- A'I;att () JN'I"XON S'1:!'S.I,:.:.<;....:.;..iinie 13 l(me�lfld-wA
observation + 'L '1 if at 9"
lute If 1 -----
11 �If 'I Ime at 6"
f)cpth of Pere __�-- -,.�'r{. �7,
Rn.�P.�.i.nnk'1'Irga,tE _U 0A&i, •` � ��'I� 7Ime(9"-C') .
Rifle Min./Inch _,w llv4► 2r{nliJ 77,..�_--------._ _�__..—�
Site Suitability Assessment• Site Passed _ Site I'aiicJ: Additiomi Tcstiog Ncedcd(YIN).-
--original: Public Health Division Observation Hole Data'l'o Be Completed on
Copy: Applicant
DEEI) OBSERVATION ROLE LOG: IYule #_I _
Depth from Soil I lorizon Soil Texture Soil.Color - Soil Othcr
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Iloulderes.
e
4' 1 to ri 513
r� " G�Iz, �5 � ' 2 D I010 CrtMw--
120
DEEP.OBSERVATION HOLE LOG Hole #
Depth from Soil I lorizon Soil Texture Soil Color Soil Other
Surface(in.) . (USDA) (Munsell) Mottling (Structure,Stones,Ce
t3oulderes.
0
DEEP OT#SEItVATION HOLE LOG : Rolle#
Other
Dcpth from Soil Ilorizon Soil'rexture Soil Color Soil Structure,Structure,Stones,i3oulderes.
Surface(in.) (USDA) (Munsell) g ( o
DEEP OI3SEItVATION HOLE LOG "oleo
Depth from Soil Ilorizon Soil'rexture Soil Color Soil
Other
Surrnce(in.) (USDA) (Munsell) Mottling (Sinicture,Stones,Boulderes.
e
,
Flood Insurance Rate Man:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No✓/ Yes
Within 100 year flood boundary No✓ Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
s�rUfication M
I certify that on t- ��(date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me c nsistent with
the required training,expertise and experience described in 310 CMR 15.017. "Ua��
!� ��
3 TOTAL UN17S 1 STAPIER.1 END.-1 RVER EDtA:tS 4
ff
1., THIS PARCEL IS NOT LOCATED IN THE FLOOD PLAIN. 33Ds
rrP..33m 33CE
2. THERE ARE NO WETLANDS LOCATED WITHIN 100' OF THIS LOCUS. 3.0. zs, 6.25, s.2V 3.fl f
3. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL ''1•' uA>Nm SfaNE /
WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT
MORE THAN 157 RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED n
ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. - = "'=` �- S8 854"
26.co
100 SIEVE `AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED ---�
BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE: PLAN �1
4. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS ^®� Lauz N 205.3$ .
PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE No SCALE �i 0''�S�d DRIVEWAY `�' co
�`\� 1�
THE REQUIRED NOTIFICATION TO DIG SAFE(1-888-344-7233) AND APPROPRIATE
WATER DISTRICT.TO DETERMINE UTILITY LOCATIONS. '
24,46 sq.ft.
#2
Ta cyr, N
DMGN DATA F,>�,S,12'
RAIIE #1
COMPACTED F LL 1`i�tE W
38"MAX.- 12 MIN D \\ ® W
SINGLE FAMILY— 3 BEDROOMS 2"-I - - e. PEASTONE �-+ t f F O 20,
NO GARBAGE GRINDER } " ..;. ;d 3/4' TO 1 1/2 " OUST j N
DAILY FLOW 110 X 3 — 330 G.P.D. 30.5 a d .:4' D011E1E '0
SEPTIC TANK 330 X 200% 660 WASHY STONE
USE 1500 GAL, SEPTIC TANK 1. aox
1
DEN
NO SCALE 3
NOR OR 1�� 06 '>,E
ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED
WITH CAPPED ENDS
USE 1 — 4" DISTRIBUTION LINE IN 3 RECHARGER UNITS I CERTIFY THAT THE PROPOSED FOUNDATION
IN A 12'X 26' WASHED STONE TRENCH AS SHOWN COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE ,
LEACHtNG AREA REQUIRED AND SETBACK REQUIREMENTS AND IS NOT LOCATED T 16
330 G.P.D./.74 = 446 S.F. WITHIN THE FL❑❑1] PLAIN fff
4
2(12 .I-. 25) X 2 = 152 S.F. SIDEWALL AREA DATE: t , -==' _ , R.L.S. % cP\�!i GF;a.�
1v
(12 X 26) = 312 rS.F. BOTTOM AREA THIS PLAN IS NOT BASED ON AN INSTRUMENT SURVEY AND �'�� ` 9
464 S.F. TOTAL PROVIDED ego SrEFH�v
THE OFFSETS SHOULD:NOT BE USED TO DETERMINE LOT LINES. 12 ALLYN G'1
PERCOLATION RATE 1"IN 2'OR LESS 8/14/98 SCALE: 1"= 40' �y�gRTHU
/�
�� N' 30216 I ni �oL!° D PLOT PLAN
SOIL CLASS 1 BAXTER & NYE INNCC
#P-9219 /OtVALE�G LOT 17 FLUME AVENUE
COVERS LOCATED TO WTH4N s� :1 M AR STON S MILLS
6' OF F.G. PIT #1 ELEV. = 63.5' PIT #2ELEV. = 65.2'
F.F. ELEV. = 68.0
O HUMUS 0 HUMUS
66'� 6$, A LOAMY SAND AUG. 17, 1998 REV. JULY 14, 1999
A LOAMY SAND
. . -6"
IZ00 cv B LOAMY SAND B6LOAMY SAND
65 0 ¢ay. = 4"
64.8 sEpnc T• D1sr. SCHEDULE 40 P.ua LEACHING CHAMBERS Cl COARSE Cjr COARSE �s� HERRING RUN AT INDIAN LAKES
� .� " �
_
64 .
SAND
r'_` ' .�s•
°
.6 tey=54.4 SAND
SUBDIVISION #762
fNv. 64. 4O t 10YR.6/4 10YR.6/4r �`n `4SSESSORS MAP 61 PARCEL 10
6" STONE BASE —3'-8" —3'-8" z��' Liu >
{;
a;.�..
MIN. BOTTOMI. ELEV. EL =62.0 -4' PERK TEST -4' PERK TEST BAXTER 8c NYE INC.
LAND SURVEYORS; CIVIL ENGINEERS
_ C2 COARSE C2 COARSE / `�;� ' % OSTERVILLE,MASS.
SAND SAND aa.�� g���qo
_ :1OYR.7/6 10YR.7/6 �r` d�l��9.o�L
NO SCALE
z—10' NO WATER —10' NO WATER j-- { a_.,1
I ELEV, 53.5' ELEV. = 55.2'
BAYSIDE BUILDING CO. INC.
#97012TYP
A.
NOTEss ^r 3 TOTAL UNIT330S5 1 STA?TER.1 ENO. :1 INTERMEDIATES � _
LOT
1. THIS PARCEL IS NOT LOCATED IN-THE FLOOD PLAIN. r(P. 3301 33CE
2. THERE ARE NO WETLANDS LOCATED WITHIN 100' OF THIS LOCUS. 3.�• 7.5'; 6.25, 6:253.0, a
3. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL 1-1s' xAiED STONE
WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT
MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED -f-.�._,� ✓�
ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. -'. 1.
100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED `s.00' S 28 54'E
BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. -4. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS _ f
OF20`5•38'
o
PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR.SHALL MAKE NO SCALE Rr'0P0SE-C � �� 't.WAY N co V/ft LOT 1
THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND APPROPRIATE — --`r— — c' i�T 7
WATER DISTRICT TO .DETERMINE UTILITY LOCATIONS.
�40. '�
I c 24,46 ` sq.ft.
Z
# #2 �� w . N
DATA FiNTSHED GRACE #1 Q,cp U1
3S"PAAX:— 12 AIN. COMPACTED FILL �t�E TP
SINGLE FAMILY 3 BEDROOMS PE9STCNE , �
NO GARBAGE GRINDER p,
3/4" TO 1 1/2 "
DAILY FLOW
= 110 X 3 = 330 G.P.D. J5-
..4 DOUBLE
SEPTIC TANK 330 X 200% = 660 =a : WASHED STONE
USE 1500 GAL. SEPTIC TANK i t
. $ OR NO SCALE
ALL PIPES TO BE SCHEDULE 40 PVC(PERFORATED
WITH CAPPED ENDS J 6
USE 1 4" DISTRIBUTION LINE IN 3 RECHARGEP.. UNITS I CERTIFY THAT THE PROPOSED FOUNDATION t }
IN A 12'X 26' WASHED STONE TRENCH AS SHOWN COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE P
LEACHING AREA REQUIRED AND SETBACK REQUIREMENTS AND IS NOT LOCATED LOT
1
330 G.P.D./.74 = 446 S.F. WITHIN THE FLOOD-PLAIN, -
2(12 -,- 26) X 2 = 152 S.F. SIDEWALL AREA DATE -�._. R.L.S. �Ay�h OF;s;�y
(12 X 26) = 312 S.F. BOTTOM AREA THIS PLAN IS NOT BASED ON AN INSTRUMENT SURVEY AND r��
464 S.F- TOTAL PROMDED 0 o STEER nt
THE OFFSETS SHOULD.NOT BE USED TO DETERMINE LOT LINES. si G`
ALLYN mi
SCALE: 1 = 40 0 �' �ti�lrLsoN -'i � �
PERCOLATION RATE 1"IN 2'OR LESS 8/14/98 . v,
r' j tVo 30215 "'
PLAN
LO
SOIL CLASS 1 T I QUE o'
BAXTER & NYE INC.
#P-9219 /C,VAL LOT .17 FLUME AVENUE
COVERS LOCATED TO VA IiN. � ILLS
6' OF F.G. PIT #1 ELEV. = 63.5' PIT #2ELEV. = 65.2 MARSTONS M
F.F. ELEV. = 68.v ;
Few 66'f O HUMUS 0 HUMUS
>.G=s6' AUG. 17, 1998 REV. JULY 14, 1999
A LOAMY SAND—2,
G=68' A LOAMY SAND
LEVEL —6" —6" Em s
INV. 15co GAL 2 _ • B LOAMY SAND B LOAMY SAND f
4'Ctoer �a-
6S1} ✓$4.8 sE?T1CL�tVK ' >:: ClCOARSE HERRING RUN AT INDIAN LAKES
IHST� EBt�E ao P.vC LEACHING CHAMBERS Cl COARSE ✓ �v
4.6 iNu=fi4.4I e+Ox I �— SAND SAND
»�.--»•sNv=64.2V-=64.0 10YR.6/4 10YR.6/4 ? f�` �' `' SUBDIVISION #762
r ! ASSESSORS MAP 61 PARCEL 10
-6" STONE BASE �,�!i %� ,`:, '
MIN.
—4 PERK TEST 1�•r.
it =62.0 —4 PERK TEST / s 2
BOTTOM: ELEV. EL BAXTER & NYE INC.
y. s�
LAND SURVEYORS, CIVIL- ENGINEERS
�' C2 COARSE C2 COARSE + �% " OSTERVILLE,MASS.
SAND SAND r' �ykrr
pw1wx 1OYR.7/6 10YR.7/6
NO® —10' NO WATER —10' NO WATER —�
:ELEV..= 53.5' ELEV. = 55.2' \��
�+. BAYSIDE BUILDING CO.. INC.
jr
I
#97012TYP
y�
V
1 �O
Q
441-V
v �
a >�
»
04
a 1
1
� (3)9 I/4'.LVL HEADER
Q p�
HELOW�
HEADER (3) 200 HEADER
1
Fl! 00
2 � `�
_p BEDRCCM #2 �TO „-4• o OAK
e yOAK BELOW
RaL a' WAu
n 25 4°n 59 3/4° r j
nm I °�• FINISH ROOM TO INSULATION
BAT+ �I c.o.3 5TCFZAGE d®
j CFIN TO !�AL.36-INrarm OPEN TOTILE -—-—-
F'LYYgD FC'.0 2%S 1
BATH o CLOSET BELOW _ ®® I -—-—-—-—-— p a/4°x633 3/4" N
BELOW LIKEN �I
PLANT SHELF C- r' — ..
I I
Q v TO I
u
3�' 3�° I KNEE WALL .
BELOW �
_I
R
`
z
_1 AA
m Q Q Q OL
_
� 1�p
IL
W'-ol 281-01 _ 24'-LY .
SECOND FLOOR PLAN -HEET
SCALE: 1/4" = 1'-0"
_ .ICB: my4
DRAWN BY: KW
DATE: 12/5/02
a
NOTES: 3 TOTAL UNITS 1 STARTER.1 END, & 1 INTERMEDIATES \ i `
1. THIS PARCEL IS NOT LOCATED IN THE FLOOD PLAIN. 330s TV col 330E N \� �` /�1 0
2. THERE ARE NO WETLANDS 'LOCATED WITHIN 100' OF THIS LOCUS. 10 7.5' 6.25 .6.25.3fo 0, cn
3. ,REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL 1-1s-WASHED.STONE i - - / _.
c0
WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT > - " ` f; cp 1
' MORE THAN Y5% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90%'RETAINED -
_.. ..X
ON No. 50 SIEVE. OF FRACTION PASSING -No. 4, 10% OR LESS TO PASS No. �f
100.,SIEVE .AND,.5% OR LESS-TO .PASS. No. .200 SIEVE, SOIL TO BE APPROVED•- —�00 - t ,I 38'
BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE.
4. .LOCATION,OF UTILITIES, NOT SHOWN ON THIS PLAN, AT LEAST 72:HOURS PLAN OF LEACH CHAMBERS / ul
PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE N.Ts % I N
- THE REOUIREO NOTIFICATION TO DIG SAFE (1-888-344-7233) AND APPROPRIATE
WATER DISTRICT TO DETERMINE UTILITY LOCATIONS.
If Ir MAN I ; . w to \LOT 19
DESIGN DATA 12' TP Z o � j 1-3
-
FINISHED GRADE 1J 1 ERV\
36"MAx.- 12" IN �iyii�� ���i� �� ♦ i�iyii COMPACTED.FILL LP wPIER 1, W TP I. f��j1 �\ W=
SINGLE FAMILY- 3 BEDROOMS 2_lIx,
PEASTONE Dksl 1
NO GARBAGE GRINDER .,..' • " '�'. #1
DAILY FLOW = 110 X 3 = 330 G.P.D. s" , .• °= 3/4' To T 1/2 ' GPI
s" • ".r•'•'" DOUBLE 1 N 500
NK
SEPTIC TANK 330 X 200% = 660 i WASHED STONE % r 1'EPj\C �P LOT 17
USE 15000AL. SEPTIC TANK I I I I 24,463 sq.ft. \�
I
CULTEC LEACHING CHAMBER DESIGN SECTION
r WA.�w - g3
RECHARGER 330R OR EQUIVALENT N.T.S. �� h° ®SEO ► 1� 27"E
ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED \\� �6.06
WITH CAPPED ENDS I I A
USE 1 - 4" DISTRIBUTION LINE IN 3 RECHARGER UNITS I CERTIFY THAT THE PROPOSED FOUNDATION \ 9 r I ^ LOTs rr
IN A 12'X 26' WASHED STONE TRENCH AS SHOWN COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE I `D
LEACHING AREA REOUIRED AND SETBACK REQUIREMENTS AND IS NOT LOCATED \ \`\ I co i i J ram\
Q WITHIN THE FLOOD PLAIN. \ 1 N, c�
cn 330 G.P.D./.74 = 446 S.F. r (0 r
2(26 + 12) X 2 = 152 S.F. SIDEWALL AREA DATE: R.L.S.
Q (12 X 26) = 312 S.F. BOTTOM AREA CO
to THIS PLAN IS NOT BASED ON AN INSTRUMENT SURVEY AND
464 S.F. TOTAL PROVIDED THE OFFSETS SHOULD NOT BE USED TO DETERMINE LOT LINES. SCALE: 1" = 40'
PERCOLATION RATE 1-IN 2-OR LESS 8/14/98 4€ k?4Sc '
SOIL CLASS 1 CERTIFIED PLOT PLAN
�fq� 1>r> : TEST HOLE �N a�
BAXTER & NYE INC. � `p\ jv,gss�N LOCATION
O STEPHEN
COVERS LOCATED TO WITHIN € 1E��� gP-9219
WITHIN LOT 17 FLUME AVENUE
N 6" of f.c. �z 3 - MARSTONS MILLS
PIT z DATE:
Plr 1
� L ' ® ELEV. = 63.5' ® ELEV. = 65.2' + No.
B11'1�'® -2" -2" \oc /STE• ti
3 TOF = 68.7 F.G.=66.Ot F.¢" 67.ot O HUMUS 0 HUMUS �_, F �� � DECEMBER 16, 2002
INV. _ LEVEL F.Gr69.Ot A6LOAMY SAND A6LOAMY SAND Fss/QAI PLAN REFERENCE
8 LOAMY SAND B LOAMY SAND
J 66.6 INV. = 1500 GAL. 4'awETER 2'-8' ::. -2'-8" HERRING RUN AT INDIAN LAKES
66.4 SEPTIC TANK INV.. = DIST. SCHEDULE
�p p�� LEACHING CHAMBERS
INV. =65.9 BoxUBDIVISION #762
v INv. .6 5.7 INv. -65.5 ClCt COARSE SANG ClCt COARSE SAND
C N •``6" STONE BASE o tOYR 6/4 tOYR 6/4 ASSESSORS MAP 61; PARCEL 10-11
MI
-3'-8" -Y-8" /J
BOTTOM ELEV. EL =62.5
BAXTER . NYE & HOLMGREN INC.
-a' PERC TEST -4' PERC TEST LAND SURVEYORS ,CIVIL ENGINEERS
OSTERVI LLE,MASS.
° PROFILE 110YRR COARSE SAND OYRCOARSE SAND APPLICANT:
N N.T.S. -10' NO WATER -10' NO WATER
o ELEV. = 53.5' ELEV. = 55.2' BAYSIDE BUILDING CO. INC.
J:\1997\97012\Lotl7\97012-CPP-Lotl 7.dwg
NOTES: 3 TOTAL UNITS 1 STARTER.1 END. & i INTERMEDIATES
}
1. THIS PARCEL IS NOT LOCATED IN THE FLOOD PLAIN. 33os "P 3301 33M IV
2. THERE ARE NO WETLANDS LOCATED WITHIN 100' OF THIS LOCUS. 10 7.5'• 6.25 6.25 3, i �� 0
3..REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL ^'1-1.5'WASHED STONE
_WITH. CLEAN GRANULAR MATERIAL FILL. TO BE GRADED AS FOLLOWS: NOT :::r?' .::F;: } (� SLOT. 1800
MORE THAN 15% RETAINED ON No. 4 SIEVE. NOT MORE THAN 90% RETAINED
ON No. 50 SIEVE. OF FRACTION PASSING No. 4; 10% OR LESS TO PASS No. �� 1 i
100-SIEVE AND 5% OR LESS TO-PASS No.- 200 SIEVE, SOIL TO BE APPROVED- 26•OD• � 205.38' 1
BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. / ' IS86.28'54"E
4. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN,- AT LEAST-72 .HOURS PLAN OF LEACH CHAMBERS
z
PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE N.T.s / I N I off. /
THE.REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND APPROPRIATE �1
WATER DISTRICT TO DETERMINE UTILITY LOCATIONS.
/ r tl
}} I I o� m\ j. N LOT 19
DESIGN DATA 36"MAx.- 12"MIN FINISHED GRADE N I SERVI -4
\/\/\\/\\\\/ /\/\\/ /\/\/\/\\// / COMPACTED FILL t31 Wp�ER 1� W TP I #Z 'yam �\ G,
SINGLE FAMILY- 3 BEDROOMS I /�/���/�/ \ r, W
2' PEASTONE 1 #1 1} 2
NO GARBAGE GRINDER I A. _
DAILY FLOW 110 X 3 = 330 G.P.D. �o!s , • /8 X
;` O 3/DOUBLE 1/2 GNK \
SEPTIC TANK 330 X 200% = 660 `.•: r'.. WASHED STONE ti 1 N �'EPZ�C SP LOT 17
24,463 sq.ft. �
USE 1500 GAL. SEPTIC TANK 1
CULTEC LEACHING CHAMBER DESIGN SECTION 63
N.T.S. + / f 1W�3' 1 11 1 \\
RECHARGER 330R OR EQUIVALENT h° OSE0 6•os'2�' 1
ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED ,j'
WITH CAPPED ENDS ( ! I I I
USE 1 4" DISTRIBUTION LINE IN 3 RECHARGER UNITS I CERTIFY THAT THE PROPOSED FOUNDATION \ s oD LOT 18 �
IN A 12'X 26' WASHED STONE TRENCH AS SHOWN COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE
LEACHING AREA REQUIRED AND SETBACK REQUIREMENTS AND IS NOT LOCATEDc`Oo
a WITHIN THE FLOOD PLAIN. \ t N
cn 330 G.P.D./.74 = 446 S.F, 1 r�
2(26 + 12) X 2 = 152 S.F. SIDEWALL AREA DATE: R.L.S. o
< (12 X 26) = 312 S.F. BOTTOM AREA 1 co
LO THIS PLAN IS NOT BASED ON AN INSTRUMENT SURVEY AND
464 S.F. TOTAL PROVIDED THE OFFSETS SHOULD NOT BE USED TO DETERMINE LOT LINES. " — '
SCALE: 1 — 40
o PERCOLATION RATE 1"IN 2-OR LESS 8/14/98 S'� CERTIFIED PLOT PLAN
SOIL CLASS 1
TEST HOLE O A of
oO � BAXTER & NYE INC. �,P`' qss� LOCATION
CIA
STEPHEN �y
{ � c N LOT 17 FLUME AVENUE
COVERS LOCATED TO 1NTHIN e OP-9219 A MARSTONS MILLS
c J 6" OF F.G. y ,ST ,:y,
� L PIT 91 ELEV. = 63.5' PIT 82ELEV. 65.2 No.30216 " DATE:
TOF = 58.7 R?F.G 66.0t1TT F.G. 67.Ot 9�dam"®� 2HUMUS HUMUS _, �,o� pF�/ � �� �e DECEMBER 16, 2002
A LOAMY SAND A LOAMY SAND FS �: PLAN REFERENCE
LEVEL —6" —6" S/ANAL V-
INV. = B LOAMY SAND 8 LOAMY SAND
66.6LINV. 1500 GAL. DIAMETER -2•-B" ::. -2•-B" HERRING RUN AT INDIAN LAKES
INV. = SCHEDULE�0 p . LEACHING CHAMBERS /Z /6OZ_ SUBDIVISION 762
SEPTIC TANK 61 INV. =65.9 DIST.eox •INv .65.7 655 Cl COARSE SAND Ci COARSE SAND
'""' 1oYR s/a 1DYR s/aASSESSORS MAP 61; PARCEL 10`6" STONE BASE--_;; ..
BARTER NYE & HOLMGREN INC.
BOTTOM ELEV. El =62.5 —4' PERC TEST —4' PERC TEST LAND SURVEYORS ,CIVIL ENGINEERS
OSTERVILLE,MASS.
PROFILE 10YRCOARSE SAND 0MCO/6E SAND APPLICANT:
cv N.T.S. —10' NO WATER —10' NO WATER
CD ELEV. = 53.5• ELEV. 55.2' BAYSIDE BUILDING CO. INC.
rn
J:\1997\97012\Lotl7\97012-CPP-Lotl7.dwg