HomeMy WebLinkAbout0052 FLUME AVENUE - Health 52 FLUME AVE.
MARSTONS MILLS
LA 061 036
j t'
Tov n of Barnstable P a V
Department of liealth,Safety,and Environmental Services
Public Health Division Dole_
367 Main Street,Hyannis MA 02601
RARUffrABM
1e39. A 5 The Fee Pd.
Date Scheduled un T
Soil Suitability Assessment fore Sewage Disposal
Performed By:_1_;A_t ma CoiIS(xvl Witnessed By: Mrvna wr)mat.GQe
I,OCxQl & 11Qt2 'XON
Location Address 52 Ft%jevl^ Avevum. Owner's Name
Llarada� YY1i IlS Address .i2// �i7c .>:lr��c.,le-i✓�/�
Assessor's Map/Parcel W/Qyo «, .04C1. 3 j:, Engineer's Name 43.gX?&X t&/y/<J%A ,
NEW CONSTRUCTION _1,-' REPAIR Telephone# s12�..Q 131
Land Use Slopes(%) Surface Stones 11044
Distances.from: Open Water Body I(n Oil R Possible Wet Area 100 R Drinking Water Well ft
Drainage Way R .Property Line R Other R
SKETCH: (Street name,dimensions of lo(,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
F I
/0 63Y3 ➢
Z25. 3�' 32 ! p
18.
6 `v •
N
° r
•905�- Z
p0. rJ .W M11 .. w
a
Parent material(geologic) G tr tat Depth to Bedrock ,el'1/4
Depth to Groundwater: Standing Water.in Hole:' Weeping from Pit Face
Estimated Seasonal High Groundwater I G.b o vm cAcktJ1•&^.
t:
Method Used: t3bscvvtd � �rleVtil4u►� .
Depth Observed standing in obs.hole: In. Depth to soil mottles: in,
Depth to weeping from side of obs,hole: in. Groundwater Adjustment _ ft.
Index Well#___•_._ -Reading Date: __ Index Well level...--- Ailj,factor Adj.Groundwater Level_
...... . .............. ........ ... .. ��...
T
7;r. ; ?..< :::;b;;j:;pz:;;;. `s:•:.:::::.�:»•:<::;:p•:;;:>�.;:•::;•: _ i
:::;::;i:;::::;:.`s:;;; ii:x:'siir:>i::i::;::v,>:y::3:;<::i;:i::;:;jig:t::i?::y;<;::;5'i:;;i...••. :;'.:::.....:>;,..:::.,...,..:...:,..:....,.:. tl'6!ii:iiii:: i<tiiii :.
pERC.0LATIUN EST.::::>::..:.:.:;• n.t ::. ::. .
Observation
Hole# a- Time at 9"
4
Depth of Perc 72 Time at 6"
Start.Pre-soak,Time Qu Time(9"-6")
End Pre-soak
Rate MinJInch I c5s ►'�c•e ".'Z v►tiN�P�+G4 — US t�I� . Z 4 ;Ga ilroi; avt pre. he
Site Suitability Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division. Observation flole Dnta To Be Completed on Back j.
M. ..
Depth from Soil Horizon Soil Texture: Soil.Color Soll. Other
Surface(in.) (USDA) (Munsell) Mottling' (Structure,Stones,Boulderes.
Consistency.%Gravel)'
t
C7- ``. "
- 11
Ct Alt,
syAl,
'tom .�y M. r 0 ,+
4 to
/
61
1 S.
Ve
r,5
y
AEEP OBSER'VATI ?N0►LP LOG:;°; ;::;:: Dole# ."
Depth from Soil Horizon . Soil Texture Soil Color. Soil- Other
Surface(In,) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes.
a
G 4 -'
7D fl
s.
Gnc�ar/a-P
Depth from Soil Horizon Soil Texture Soil Color Soil he
Surface(I (USDA) (Munsell) Mottling (Structure,Stones,Doulderes.
Consistency,%Gravel)
Depth from Soil Hzon ori Soil Texture I.SoilColor Soil Other
Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes.
%
i
Flood Insurance Rate Map: .
Above 500 year flood boundary .No— Yes
Within 500 year boundary No Yes
r
Within 100 year hood boundary No_j_d' 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? Y 9
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the, above analysis was performed by me consistent with
the required training, expertise and experience described in 310 CMR 15.017.
-1 rt4r
r
Signature ' Date. �� / .
TOWN OF BARNSTABLE /
LOCATION� � f�JM_g 'IJE, SEWAGE # 22
VILLAGE ASSESSOR'S MAP & LOT DO 0.
INSTALLER'S NAME&PHONE N0.
SEPTIC TANK CAPACITY O�
LEACHING FACILITY: (ty ) (size)
NO. OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE:
/ 4
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
/�
,�
/ �� t
� ; � �
a .� A
� 1
'f _ 1 ��.�
._.._. +
"„'"� _ � �
�_, li(.
No. Fee
j' -• y� Fee
`
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
a PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS
�3 6 0ppYication for Digpool *pgtem Cori.5truction Vermit`
Application for a Permit to Construct(V)Repair( )Upgrade( )Abandon( ) ®"Complete System O Individual Components
Location Address or Lot No.-5,-L /l-(J/Y)'r- VF_ Owner's Name,kddress and Tel.No..
p &1136 r4 . N1 iLL_S jf/FLA 17 /YI flA/�f1� ,�"iVf1
Assessor's Ma /Pazcel
77
Installer's Name,Address,and Tel.No. �— 9 3 (� Designer's Name,Address and Tel.No. ya de
- 9 1 3/
1UTiffk 7- I/y�
obd ieTOGO 7 T 1 4
Type of Building:
Dwelling No. of Bedrooms W-3 Lot Size ys I k I sq.ft. Garbage Grinder(A19
Other Type of Buildin fl'WE No. of Persons Showers( ) Cafeteria( )
Other Fixtures/�
Design Flow� X/K�M 116 gallons per day. Calculated daily flow YYa gallons.
Plan Date q`.)-91^11 Number of sheets / Revision Date
Title 5 !%#- P[AN 0 5� F l-l " E A%(F- ,
Size of Septic Tank 16-0 U Type of S.A.S.
Description of Soil 175 �OFFR_
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: ("VA VC
Agreement: � N 11100(" �'`.'G.
The undersigned agrees to ensure the construction and maintenance of the afore described on/-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been i b th' B ealth. &/L 2j
Sign Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued '7—
i
TOWN OF BARNSTABLE
Of
LOCATION SEWAGE #
VILLAGEJ ,,1 2
ASSESSOR'S MAP & LOT D 3b '
INSTALLER'S NAME&PHONE NO.
- j SEPTIC TANK CAPACITY
LEACHING FACILITY: O (size)
NO. OF BEDROOMS
i
BUILDER L�II.,DER OR OWNER
PERMTTDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
i Edge of Wetland and Leaching Facility ty If an w
( y wetlands exist
iwithin 300 feet of leaching facility) Eeet
Furnished by
i
r
._.._.....__..._._. ----
----------------
in y—
�.ate--�� �4 ��C ' -e;�. � '�•�e ?��-.rL'"""�+" /�� ........,'"'�
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r
� tes�/�/- /
O W PUBLIC HEALTH DIVISION .TOWN OF BARNSTABLES MASSACHUSETTS
ZIpplication for Dtgogar *pgtem Congtruction Permit
Application for a Permit to Construct( V<Repair( )Upgrade( )Abandon( ) L`�'Complete System El Individual Components
Location Address or Lot No. ,Sa F4()In V Owner's Name,Address and Tel.No.
Assessor's Map/Parcel
6/136
Installer's Name,Address,and Tel.No. -7-71— 9 3 < 9 Designer's Name,Address and Tel.No. �a 9/ 5/
NeM,0 7 T I e,1X7Zk 7 IVYE
Type of Building:t Dwelling No.of Bedrooms —3 Lot Size T U
S, /9( sq.ft. Garbage Grinder(NV
Other Type of Buildin 09 FR&PE No. of Persons Showers( ) Cafeteria( )
Other Fixtures
'Design Flow W �h r /�b gallons per day. Calculated daily flow y y® gallons.
Plan Date t `�" `� Number of sheets I Revision Date
f Title S IT 1P- !'CAM Q �..� F I(/M'S Ad E
a„
Size of Septic Tank f's o Type of S.A.S.
Description of Soil /1�5 �OEk p)L 4 AI
Nature-of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement: �(J�J �W �(f�it//V (�ICE l'✓��i���/
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issu" b h' B ealth.
Si gng Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. 2 Date Issued
-------—=-------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Conmpliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( V�Repaired( )Upgraded( )
Abandoned( )by 30/P70 L d 7T
at S; L Q IY) V 6 M lI X 57JA16 m /U.5 has been constructed in acco dance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ZjZ'y dated T"
Installer Designer
The issuance of this, ermi shall not/be construed as a guarantee that the s e 1 un io as�& n�1/dNG&V
Date g Inspector y f l�Il ✓�J g III
— =----------------------------------
No. Z l-^t/ Fee d~
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
nigpogar *pgtem Congtruct[on Permit
Permission is hereby granted to Construct(✓)Repair( )Upgrade( )Abandon( )
System located at 5oZ FL U Mix- /1 U� . /�• fI1 /L( 5
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:Construction must be completed within three years of the date of t '4rm't.
Date: i �v - d`'l1 Approved
NOTES N MIDDLE
POND
TOWN DESIGNATED do STATE APPROVED ZONE OF CONTRIBUTION. (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL WITH
CLEAN GRANULAR. MATERIAL FILL To BE GRADED PER 310 CMR 15.255 (3) Lom
LOT COVERAGE: 2 LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 BOGS AMBLI- H N
HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR FEU E POND
NO MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA SHALL MAKE THE REQUIRED NOTIFICATION To THE APPROPRIATE WATER D
OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF DISTRICT AND "DIG SAFE' (1-800-344-7233) TO DETERMINE UTILITY
BUILDINGS, STRUCTURES AND PAVED SURFACES. LOCATIONS.
_
(3),FOR,,ALL:ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR SHALL
SITE CLEARING: GOVERNING
• _ , _ COMPLY WITF{ .ALL GOVERNING'-CODES AND REGULATidNS.'1�I F'`ARTTCUfA}�
310 CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, THE TOWN OF
A MINIMUM OF: THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA BARNSTABLE BOARD OF HEALTH REGULATIONS, PART VIII:
�O
OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH
(4) ANY CONSTRUCTION BEYOND THE PROPOSED WORK LIMIT LINE WILL 90
ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF REQUIRE CONSERVATION COMMISSION APPROVAL.
UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. tl
�+ (5) THE CONTRACTOR tS'TO SECURE APPROPRIATE PERMITS FROM TOWN - - - LOCUS MAP
AGENCIES FOR THE CONSTRUCTION DEFINED BY THIS PLAN. SCALE 1 = 2,000'
(6) ALL STRUCTURES BURIED DEEPER THAN 4 FEET OR SUBJECT TO VEHICLE
ZONE RF
TRAFFIC SHALL BE H-20 LOADING.
1 uj
MINIMUMS
AREA = 43,560 S.F.
FRONTAGE = 150'
_ O FRONT SETBACK = 30'
'Q SIDE SETBACKS = 15
REAR SETBACK 15'
BUILDING HEIGHT 30'
CONTRIBUTION ZONE GP
i
.. oo
DESIGN DATA
y SINGLE FAMILY- 4 BEDROOMS
NO GARBAGE GRINDER
\ DAILY FLOW 110 X 4 =440 G.P.D.
SEPTIC TANK = 440 X 200% =880 G.P.D.
'
USE 1500 GAL. SEPTIC TANK
FND. � LUCHM rm-n E3IGN
ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED
'� 20 USE 3 - 47 DISTRIBUTION LINES IN AN
18'X 25' .WASHED STONE FIELD
/ - r; AS SHOWN
440 G.P.D./.74 595, S.F. OF BOTTOM AREA REQUIRED
USE 18'X 35'= 630 S.F. AREA PROVIDED
CLASS 1 SOIL PERCOLATION RATE 1" IN 2 MIN. OR LESS
i o �
/ /AREA SUBJECT TO RIVERS ACT — — — _ 2 ,y R� SITE IS NOT LOCATED IN THE FLOOD PLAIN
/ 8,674 sq.ft. — — — — — -- - - — �'� 099�-9F U%�. O
5,000 sq.ft. MAY BE ALTERED
� - - - - - - - - e��° `�
SWIMMING POOL AND-eTi WATER RELATED
O
/ STRUCTURES ARE P MITTED _ - - _ - - - - - - �Fti
- - - - - - --1 /
110000
_ — — _ _ — _ _ —
84
_ LOT
44,611 sq.ft. upland
570 sq.ft. wetland
— — — — / Iy 45,181 sq.ft. total
— — — � 1 .03 acres
Cn
4.
FRANCES R. PITTENDREIGH TRS. / '
C/O BRIAN T: DACEY
OD
~�. so, wET
loop WE NO
°ham
00
' .r //VV1177 O
• � MJ h.r.
0. / --
___ _
o� --- ,6° holly
1516
700 - -
COge
f 1\
cV Words �' \` � � -'`°� _==-=-�y _ •'' �`` ,,,.� � \ \
R = 17 6.9 3' 'Oq,� Jz� O -
L = 21 .87' BOX SF,oA'f,
ss
1 \ �
j / \ THELMA F. MADDALENA & PAMELA WEISMANN
PINE STREET REALTY TRUST 3, , ,
6 6 3 5
001
\ X.
36 MAX.-
o�`' / C
9„ MIN.
io "-
�b z/0 - /�/� r 16 •r' �•'„j- '3j4!' To j 1 f�" WARNED STON€
N �o �qr •,
I
j \ TOPPED WITH 2" OF PEASTONE
OVERDIG 5 ,
OVERDIG 5
SEE-NOTE #1. 4, SCH. 40 SEE NOTE #1.
W/DISK ss . \ \ PERF PVC
- - --- ---- _
001,
\ - CROSS SECTION
- _ - _-- - -_- - _ _ F \ - _ _ _ PLAN
NO SCALE
20, _
:. 0 20 40
I >r
z
di1��N0F lC+
zs JOHN 0. tiN
o- KUCHINSK1
oct}w y
SITE PLAN
COVERS LOCATED TO WITHIN TEST HOLES
AT
6" OF F.G.
BAXTER & NYE INC.
4/15/99 #52 FLUME AV E N U E
ELEV.=64.5 P9386
F.G.= 63'f
TOP of ,.� TH #1
FOUNDATION �, ,, MAP 61 PARCEL 36
i F.G.= 62.5't .
ELEV. = 61.0 TH #2
INV. =61.10 LEVEL . ,. ran �.� ,. 5" ELEV. = 54.8 PLAN SHOWING PROPOSED DWELLING,
INV. = 1500 GAL. 4 DIAMETER ,
60.8 2 SANDY LOAM Ap E
SEPTIC TANK INV. 60.6 INV. =so.s7' DIST. SCHEpUL f 10 YR.3/4 -
4 TITLE 5 SEPTIC SYSTEM, AND DRIVEWAY
40 - „ SANDY 'LOAM A
eox P. _ p
I ., .•' : INV. =60.2 P� SANDY LOAM B 10 "YR.4/.B IN
10.001 INV. 60. ._ -
t.•• 10
G CRUSHED �..:`# .• .`.:-',•'-• .; ......• ;..:�. 10„YR 5/6
MIN. SANDY LOAM B
ARSTONS MILL
TONE BASE ,. ..
...: •'
- , -
_ _. . >. 10 .YR.5 6
t - -
- - _ _ _ •. . .. . , ►. - , . � AND _ ,. / . -. MEDIUM S
BASEMENT FL. EL. `57.0 r .. ... .
BOTTOM ELEV. 59.0 48�' YR.6/3 SILTY SAND B A R N S T A B L E MASS .
* SILTY SAND C2 10 YR.6/3
2.5 YR. 6/3
-
—64' APPLICANTS
- AND &� .... MEDIUMS
Sri -72 PERC TEST :: MEDIUM SAND C2
- BAYSIDE BUILDERS INC . -
_ ;..
FINE GRAVEL 10'YR. `7/4
C3 10 YR. 7/2
I OBSERVED POND WATER LEVEL V EL. 43.42 -132" - DATE: APRIL 29, 1999
— _132" = EL. 43.8' NO WATER
PROFILE BAXTER, - NYE & HOLMGREN, INC.
REGISTERED PROFESSIONAL
NO SCALE REFER TO NOTE #1
ENGINEERS AND LAND SURVEYORS
MAIN STREET, OSTERVILLE, MA: 02655
0 1 PHONE — (508) 428-9131
L1S _
FAX — 508 428 3750
.. sx4 :: _
•
CISTE ? ,
!L LAM
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- 9
LOT 84 BOOK 312 PAGE 75. H:\1999\99023\SURVEY\warksht\99023pb.dwg
-�`�-"
PLAN REFEREN
CE: 20o a XREF1 1 999 \ wor 99023 SURV ksht 99023s tc3.dw
DEED REFERENCE: THELMA F. MADDALENA & PAMELA WEISMANN, BOOK 7009 PAGE' 305. - -H: P 9