HomeMy WebLinkAbout0024 SIXTH AVENUE (HYANNIS) - Health 24 Sixth,Av6x sue- lvannis
.. A 246-134
Y
'1
No.�-(J� FEE IQ
Board of Health, �/'A S 1"I? MA.
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) Repair(-r pgrade( ) Abandon( ) Ert:omplete System ❑Individual Components
Location y 5/XT H19VE Owner's Name Al04
Map/Parcel# Address ,��
Lot# Telephone# yam,
Installer's Name 3 C Designer's Name )?J&,e-SU V (eM UL7-4
INJ
Address /I �,V Pot'cxj�C �� arv► 0> Address LAID (gam- n),Ql-
�V R.'b MwRS�^S/hItf M
Telephone# 7-7 8— Telephone# 1 O0SS
Type of Building ( I U t% Ic✓AQ 0 �',Lot Siz D� sq.ft.
Dwelling-No.of Bedrooms o' • arbage giinderAP
Other-Type of Building No.of persons Showers ( ),)Cafeteria( )
Other Fixtures t 7 °Zin
Design Flow (min.required) gpd Calculated design flow` U Design flow provided,3/O gpd
:Plan: Date f d ir')6- Number of sheets Revision Date
Title 5 de +S4 LVCA- ,�-'
Lt Description of Soil(s) SNf
Soil Evaluator Form No. /� 5S� Name of Soil Evaluatc��Ce� {n'l�r I`• Date of Evaluation 7 t 1.1 GLO Z•
DESCRIPTION OF REPAIRS OR ALTERATIONS
t
The undersigned agrees to install the above de cribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agree n
o not(o.place the syste o e ation until a Certificate of Compliance has been issued by the Board of Health.
Signed X J Date
No`K/y�Jv�: /00
)._.-•-s^a.+:.�dt. ��.! slr-�.1"�.-+r.•�lsia � �-i
Q f r ke ,,w...�O lll'JL V 1!V..V V EAU 4AASSAC"HUSO' �S.'
t- '�` � f• Boadf-H�ealth,
Ok $
APPLICATION FOP, Dll t'05 .1 ,S TEM?t�ONSTRUCTI'ON PERMIT
Application for a Permit to ConstructO Repair('T"Upgrade(V)"Aliaradii( ) j` 'LI Complete System ❑Individual Components
;I Locationay 5/xr E�i 4 v �J � � 4'r wner's I�a�ii1 Yte J M in/AU✓! �
J/ a o
Map/Parcel#d,7lp /3 �'-V 1 >f 1 1' 48dress
` SG'A t
Lot# gone#
~.Installer's Name 3 C essg er's Name p 5L"_y
Address 9-7 7 „�, k ( c)ok AD a,ry ia>� Addressyp ��,t�uS�}v `Q� MM/Z TES/l'►11 Ap t
Telephone# 7-7 g—Q y Telephone,#
Type of Building l i �� ✓ o^�� !{ens v � .Q/"+,Lot Si (/��� sq.ft.
D.wellin No.of Bedrooms '- { /+ �' �2 G g arbage grinder
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
y�
Other Fixtures l �
e �t rQ, CT
Design Flow( n.re, uired) 3 gpd Calculated design flow Design flow provide gpd
PPlan: Date Number of sheets Revision Date
Title
5 r1e +5 wC,ye_: _ `.
, Description of Soil(s)She 14 A9
r -"'Soil'Evaluator Form No. w Name of Soil Evaluat ruce .. ` Date of Evaluation l t d G 0 Z'
DESCRIPTION OF REPAIRS OR ALTERATIONS /
q
Y ,
The undersigned agrees to install the above d cribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agree to not�o place the sys a in o at
further until a Certificate of Compliance has been issued by the Board of Health.
Signed Date 3
AK Ro'jM
No. Wo2,� w FEE �
- COMMONWEALTH'.OF MASSAC14USETTS
Board of Health, ' f N�'h �r�e MA
CERTIFICATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) OComplete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired (Or-Upgraded ( ),Abandoned ( )
by: KC 5 at ay /X7
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. dated Approved Design Flow 3 yd (gpd)
Installer f
__P Designer: Inspector: Date:
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. ( FEE
Board of Health, �� S�" "�'If YM
DISPOSAL SYSTEM CONSTRUCTION PERMIT
1
Permission is hereby granted to; Construct( ) Repair( Upgrade-(* ) Abandon( ) an individual sewage disposal system
at A`J
? S/XT H 4 V4 as described in the application for
Disposal System Construction Permit No. ZOOZ�_-70 ",dated I Z b o-z
___,Provided: Construction shall be completed within three years of the date of thi r t. 1 conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board of Health /�
TOWN OF BARNSTABLE
LOCATION .S -i 1 SEWAGE # Zoa2�-SCE
VILLAGE LA �9WOL "Qok"f ASSESSOR'S MAP & LOT 2f�G --/3y
INSTALLER'S NAME&PHONE NO. j R1�J C
SEPTIC TANK CAPACITY /s'oo csr
LEACHING FACILITY: (type)3—San r.4/ le.&I- C•Q w size) X L,
NO.-OF BEDROOMS
BUILDER OR OWNER aL Go Prr= Af A)cm)
I PERMIT DATE:_11 — — d Z' COMPLIANCE DATE:
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
Furnished by
.3�1 N3/1 j�.�xls
i
9
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ART DOLGOFF BUILDING I�`
REMODELING CO �1,.�1 e-V(j
19 MCCORMICK DR t t
W BARNSTBLE MA 02668.1430
r �
Ila
For y
02 X G
d2.Y Ole
ART DOLGOFF BUILDING
REMODELING CO
19 MCCORMICK DR
W BARNSTBLE MA 02668-1430
"UG `
Fo - i5 l' 6- /3 ` a0 ,04 �.
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O �
3N oLAIID u/
01
Town of Barnstable
arnstable . P# Id >S6
Department of Regulatory Services
BAMSTA13M ' Public Health Division Date
nrAM �
prEo 3,l 0. 200 Main Street,Hyannis MA 02601
Date Scheduled a b 02 Time I 1 .dd Fee Pd.
Soil Suitability Assessment for Sewage Disposal
UC{ ►'w//) Witnessed By: (' VC- S-f 4!u'H�k)
Performed By:�� —
i
pHmer's Name Mall
Location Address l L �G
Address
I71/Jnh✓Irs
Assessor's Map/Parcet 2 `/ 3 Engineer's Name r4'r► Ce S
Lilry
NEW CONSTRUCTION REPAIR !�—
Telephone# „2 �DoSS�
o Surface Stones
Land Use Pl(1 t'rt �w`t Slopes(/e)
Distances from: Open Water Body �yOfi ft Possible Wet Area a ft Drinking Water Well ft
Drainage Way ft Property Line a.—ft Other
ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
t
80
�� Cr
�,
wo
60 G v�e —
rt
Parent material(geologic)
A Q Ve-2 Depth to Bedrock 3U�
Depth to Groundwater: Standing Water in Hole:
tJUdV Weeping from Pit Face NONE
Estimated Seasonal High Groundwater f
p {y ym p ".it VIM
rr,4T
Mill
v'ki Jmt urNP�IP-;..`"r _I>✓s r '�,,y.. ']f=
i��ai�� n C.=
Method Used: ti(G-- M.
Depth Observed standing in obs.hole: h'I (I in. Depth to soil mottles: �� ft
Depth to weeping from side of obs.hole: 6U011� in. Groundwater Adjustment
Index Well# M t w Reading Date:j u a)- Index Well level — Adj.factor Y. L _ Adj.Groundwater Level_
tR m s
Observation Time at 9" !L r—
Hole# 3v
Time at 6" ` S
Depth of Perc
Time ll
Start Pre-soak Time Q
End Pre-soak
Rate MinAnch Y�
Additional Testing Needed(YIN)
Site Suitability Assessment: Site Passed Site Failed: — t/
Original: Public Health Division Observation Hole Data To Be Completed on Back
"IN .
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders.
Consistenc %Gravel
O— Io`r Sew y ley 3-Z
2dv4 vH
20
'qn
l4oat2- -t16 T 2 V K—
T✓.R�S G�.
Sd L7—
(JV O
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders.
Consistency,%Gravel
.,:.:::: :.r�;,.c•.,:.:n• ,.•,:. ,.,i °, ..d: s - '.d -' '4!'3'k `gym. ;_ }5 "�`4d'Cr'�''+'y ;'v',.;5I c I
,` YL
�aNSAR.
1'RII"'Bl�fi�l�'�'��� �„�'�,�iSY # � A•• �Td�+ ' .. k{K��.k.: ,�y �T"_r k L E, iPv�hy,;nLr�.,.x
.�:�?G'�"'r(v!!;����dn=u?�.°�'�....fL . ;.RIND .,..5=L�RR RI. k.�'S41�L ,da,,,r•_ : �'iµ�T€�� �.�L a :.._ ��a�''�"�Li y e��r'��'
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders.
Consistency,%Gravel
r R e; j r., .. ..............a�P,h.......
j
I�!y�y t•' �'�''FYiV�� ', •. :h {,. NkU L aR�h{ l',mya::1� �nlrma
{ {, dIM(§k RR: dN �•°ra {I
Depth from Soil Horizon Soil Texture Soil Col,1or Soil Other
Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders.
Consistency,%Gravel
Flood Insura
nce Ra
te Map:
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 rvious material?
Certification
I certify that on VOL' �Gg" (date)I have passed the soil evaluator examination approved by the
Department of Environm tal Protection and that the above analysis was performed by me consistent with
the required training,e e ise and experie described in 310 CMR 15.017.
Signature Date
TOWN OF BARNSTABLE
LOCATION S,;Y" gjaZilj�r SEWAGE #7-oa2-s'e
VILLAGE ASSESSOR'S MAP & LOT 'ZYC -/3y
INSTALLER'S NAME&PHONE NO. ISRJ� ) C. Yyy
SEPTIC TANK CAPACITY /moo C57"
LEACHING FACILITY: (type)
NO. OF BEDROOMS
BUILDER OR OWNER f, T AoL Go FE S"mil A)OA)
PERMITDATE:_17 — — O Z COMPLIANCE DATE:
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
Furnished by
N � o ,kj�
-------------
ti
wgTe�l�
I 1 1 I 1 I
195 VP 26-4.3W T-11 U4• 61-10117 ,54• .
— —— iSECTION _
EXISTING CONC.BLOCK SHORT
.-'-WALL to BULKHEAD
_ INSTALL FOUNDATION BOLTS 6'
I I I / I EXISTIN NEW i,OC AND V IN FROM ALL
CORNERS
CONTINUE 4'RETAINING SHELF
EXISTING GARAGE ,AND CONCRETE RETAINING
-- `
FOUNDATION WALL {
REM OVE FND.WALL.INSTALL B'CONCRETE FND.
EXISTING PARTIAL BASEMENT I I { I BLOCK RETAINING WALL WITH
EXISTING HEIGHT t-7' EXCAVATE FOR CONTINUATION TOP FLUSH WITH EXISTING i( 1�L---OF PARTIAL BASEMENT TO NEW --� I :CELLAR SLAB.NEW CELLAR j
UP I\I ADDITION I 1 FLOOR WILL BE 13"-24"BELOW
I I T.31/4'
4-T-'�- 7
T3 THE EXISTING CELLAR FLOOR.
F T-r
— ————
T-J-----�,, I-r- ---".T-J ------
§ (NOTE:STEP ADDITION
' I \ \,PocKET 'FFOUNDATION DOWN FROM
I POMT LC14D� TOP OF EXISTING FOUNDATION
!FROM ABOVE j f�- =XIO GIRDER _ 7'TO ACCOMADATE 2X10
�,EXISTING BLOCK\ INSTALL 6 NEW 30'X30'X12" FULL BASEMENT
_ RETAINING WALL `, DEEP CONCRETE P. ``40.S `,� /• FLOOR JOISTS MEETING FLUSH
I WITH}12`LALLYS CENTERECENTERED/' NCB---j i I WITH TOP OF EXISTING 2X8 I _
+I RETAINING WALL_4'HIGH)
7 CENTER GIRDER WITH 3/LX10 I BASE OF CHIMNEY
I I (GIRDER !
11 I I EXISTING CRAWL EXISTING FI+D.
11
11 it
N i 1
12 11 5, ECTION e
"CONC.PIERS o �
F I I 49,BELOW
II GRADE TO
II // BOTTOM I it
as---� s'-s•� ss a'r
' ' REu1SEQ,l?gT_2-
ecTONn i PROPOSED
4— FODUNDAE�TIOON PLAN I ADDITIONS/RENOVATIONS FORSCALftpV
i
I DIMBUILDER TO CONFIRM ALL 1 d It l •a j THE SHANNON RESIDENCE
S ON SITE ' 24 6TH AVE.
W.HYANNISPORT,MA.
j ART DOLGOFF,BUILDER
W.BARNSTABLE,MA_ _ SHEET 3 /
1
i
III
1
T
sXs
i
ECTIO_N At
�4
EDGE OF DECK EXTENDS :S�ECTiON`I
ILI v I BEYOND ROOF LINE , 5—
",-,LINE OF ROOF I POST DECK
TOW 17x9' T
REAR PORCH
® W/ROOF OVER i BULKHEAD
POST
zed
EXISTING
o -REF.
GARAGE
1 GARAGEEE � -
'' § 1 1 MO L
BEDROOM 11- I
BATH do
I I :.{LVL OVER I - - -
11' IFL`USH- 1 1 I
1 Fsaos I GREAT ROOM SKYLIGHTS:
I I I VELUx I !2fVELUX FS-308 FIXED
REMOVE DOOR& I SKYLT. I I SKYLIGHTS
'FILL ® REMOVE& i I I _ -1 IL R.O.30 112"X 55 I'K-
dX4
RELOCATE - ------ —}
r POST ELECTRICAL PANEL II 4X4
�� k- - - - -- - _ - - - - i 7,-'POST WI
CL ARCHED
® GREAT ROOM tiCENTER R —_
(VAULTED --- DOOR SCHEDULE
CLOSET CLOSET® INSTALL N91P_"X t 3/4• I WND.
I LVL BEAMS FLUSH. CEILING) NUMBER CITY 1 CODE
OPEN SHELVES HANG NEW 2X70 I D00 2 1 EXISTING
UNDER STAIRS I JOISTS ON EACH SIDE - _ ' -1 -
W/SIMPSON HANGERS !D01 PS 6R(ANDERSE1
1 3-0---X 6-8 LH'1-LIlE THERMATRU FIB.G�S.
'—r— ------
5 OPEN STAIRS WITH 1 VELUX �D03 -y 1 _ iTHEP.MATRUFIB.GLS.6-PANEL
BEDROOM ,RETURNED TREADS 1 VEIUX I
.'•8 RISERS.® I SKYLT. 'D05 11 2-0 X G6LH 6 PANEL MOULDED LIVING ROOM _ I I DD6 1 �3-O X E6 MOULDED PANEL BIFOLD
UP - L - - 1 6.6 MOULDED PANEL BIF_O_LD
IS PORCH DCiB —r 1 12-6 X 6-6/6-PANEL MOULDED _
—._ I
F EXTENSION � �� �009 -t��2£X 6-0lH MOULDED 6 PANEL j
0
4'WIDE --_ _----__--
®
4••p. WINDOW SCHEDULE
® ® ® NUMBER <QTY (DESCRIPTION 1 CODE
WOO 3 I DOUBLE HUNG I EXISTING
W01 3 j DOUBLE HUNG ITW24310 -_------
FARMER'S PORCH �,. W02 1
ao x r _ j DBL CASEMENT- C235!R
----
- \ W03 � 1 I DOUBLE HUNG MEASURE EXISTING&REPLACE
/§ECTroNA -I-- - E HUNG ----- -I
�-5--� W04 I 4 DOUBLE HUNG ITW2446
REVISED 11/4/02 wos 4_ !DBLCASEMENT-1C245-IR
1 1/5/02 �DBL CASEMENT- C245 WITH CTC2 CIRCLETOP O_YER
1 j DO j W07 UBLE HUNG I TW20-DHP41046-20
I t -
11/20/02 i \ PORCH POSTS!�`r
L_ 4 X 4 BOXED -
I PLAN VIEWl1ST PROPOSED I
ADDITIONSIRENOVATIONS
LEVEL FOR
SCALE ! ' ������
1 I BUILDE TO CONFIRM ALL t► ( p j THE SHANNON RESIDENCE I �R ZIZI� ;
`DIMENSIONS ON SITE s� 124 6TH AVE.
----- .ECTION All
(W.HYANNISPORT,MA.
ART DOLGOFF,BUILDER I
LW.BARNSTABLE,MA. I SHEET 1
F
I.
SECTION Al
,SECTION At
i`
i
I � i
EXTENDED ROOF
OVER REAR PORCH FULL DORMER
30'-0• 1
to-s va• T-r tz-03/d• 1
TT
k
S
BATH
WOt
Tx
T
GARAGE I OOF BELOW ' O -QCE
BEDROOM NUM �r��
lax 16 LINEN MASTER L
H.
® BEDROOM GREAT ROOM ROOF DOI 4 t3jKN I)
—1
17X 16' BELOW _ A6�RH PANEL
D03 1 2-0 X E-6LFT
® HALL ® bob---I-1-I2-9 X fi�(FOLU
LAUNDRr !SKYLIGHTS:2/VELUX 304 i
I Vs304 I I VS-3041 i VENTING SKYLIGHTS:
I SKYIT. I I SKYLT.i .
I I vs3o4 IINELUX304FIXED j
_® SKYLT. LINEN I _ _ I j SKYLIGHT IN
STAIRWELL.
CLOSET CLOSET _ _ 1 R.O.30 1/2"X 39-
SS P
ANDERSEN WINDOWS
"4'-6•HIGH KNEEWALL —
WINDOW SCHEDULE
'NUMBER CITY �^DESCRIPTION i CODE
EAVE SPACE woo 2 I SNGL CASEME_-tW243'10
W01 I 1 ,SNP GL CASEME -C12
` I W02 4 t DOUBLE HUNG 'IW2442
II +�W03 7 DOUBLE HUNG i TW2437
j PORCH ROOF BELOW (�5_ECTKhI
I 5
[REVISED 11/ 0/4 2
11/5/02 ; E—c 4 j PROPOSED
11/20/02 I 1 ADDITIONS/RENOVATIONS FOR ,
PLAN VIEW12ND LEVEL DORMER THE SHANNON RESIDENCE 1
SCALE 1/4"=1' 24 6TH AVE.
W.HYANNISPORT,MA
r� ;BUJLDER TO CONFIRM Ali ART DOLGOFF,BUILDER !1—SHEET 2�
.—_
DIMENSIONS ON SM !
W
I ;
-----____ . L _BARNSTABLE,MA.
r
1 !
-_ - - -BARNSTABLE
�n
VZ
� a
BEACH
CRAIG V IIII
AS/LOT 196 � y 4
A. M. 2461134
AREA = 8000.0 S.F.
g8 5 100 FENCE
BENCH MARK m
WATER GATE � 17.6'
EL=22.0 - -
s 10' 16 5'-� 26.3' % LOCUS MAP
GARAGE „
14. II RESERVE-�I =W SLAB w 173 GROUND WATER O VERLA Y PROTECTION DISTRICT : AP
ASSESSORS MAP: 246 LOT 134
I "N � DIRT D IVE 1/2 BATH j—
�/1 I cv 242 D G — 7 8' - 22 PLAN REF- 34/23 LOTS 439 &441
G I
8. 7 ZONING.• "RB"
I w y po AS/LOT FLOOD ZONE.•
O I 21' 194 COMM. PANEL#
0 250001 0008 D
o : . b I T.O.F.=23'
w I DATED.- 7/2/92
n 26.7
i b I Nil 1� 0 10' —
I � �� , SITE AND SE WA GE PLAN
N� m HER
Q�
I AND RSPuceo 12.5 p� PROPOSED
1 bi► i s ` 17.9' 24.0 —ADDITION OF LAND
_ LOCATED AT
24 SIXTH AVENUE
I W � BRUCE � WEST HYANNISPORT, MA.
' F'ENCG.
100 MUR?HY
y I ��
\ r No. 749 PREPARED FOR
U. POLE ART DOLGOFF
AS/LOT 135
NO VEMBER ,26, 2002
0 fi Mgs
s ' .• , gaBeQ DECEMBER 12, 2002
s ,�
a •
SCALE. I" = 20'
®off PAUL ��p,>
NOTE. NEW WATER & GAS LINE TO BE INSTALLED. A. o YANKEE SURVEY CONSULTANTS
e MERIT HEW = 6 UNIT 1, 40B INDUSTRY ROAD
NO.-32098 e P. 0. BOX 265
ELEVATIONS SURVEYED AND MATCHED WITH G.IS 0/2 Jo,:
s ®,®�F MARSTONS MILLS, MASS. 02648
L LANpS�Q� TEL: 428—0055 FAX 420—5553
sseeaaeeeooe000
PAGE I OF 2 J# 53284E DCB
EL. =_2_3. 0
7VP OF FOUNDATION
f� 20' MIN.
10' MIN. CONCRETE COVERS
� 4" SCHEDULE 40 P.V.C.
i MIN. PI7CH 118 PER FT. 2"LAYER OF
22 1/8'_112"
/ i ♦ ♦ / B •♦ •♦ ♦ . . , , ♦ CONCRETE COVER 22.0
2 O WASHED S719NE
"MAX ♦ / / ♦ / i i i i ♦ ♦ /
4" CAST IRON PIPE 6-MAX/ ♦ ♦ ♦ / /
TURN PLUMBING . (OR EQUAL) MINIMUM 8 MAX
PITCH 114 PER FT. RISER p CLEAN
TO FRONT FLOW LINE y SAND
OF HOUSE INVERT llo" 19.95NMI
—2�5 MIN.
EL.-___ CAS INVERT LEVEL ° 0 0 0 0 0 0 O jC33
= a° N
BAFFM 6 SUMP LEVEL 0 0 0 0 Cl Cl _ ° 0 ° 17.2
IN EL.=19. 75 INVERT INVERT 0 0 ° ° Ft
EL.=�U O — E.L.= 1_9_65 EL.=1_9. 45 4 4
DISTRIBUTION INVERT 5 FOOT REMO VAL AROUND
1500 __GALLONS BOX EL. 1 — LEACHING TO APPROX 42"
PROPOSED SEPTIC TANK TO BE WATER TESTED -37.5' X la 8' TRENCH FORMA NO
6" STONE OR COMPACT IF MORE THAN ONE OUTLET O
PLACE ON 8" STONE SOIL ABSORPTION �' h
DOUBL314 E WASHED/STONE SYSTEM (SAS) j
PROFILE OF NO OBSERVED WATER TABLE (11126/02) ELEV.=_9.0
USGS PROBABLE WATER TABLE ELEV.=_5.5
SEWAGE DISPOSAL SYSTEM CIS WETLANDS 200`PLU5 TO WEST ELEV.= 1.3
NOT TO SCALE
PERCOLATION RATE __6_ MINI INCH AT 48 INCHES
OBSERVATION HOLE I ELEV._ 2-2 0_
DEPTH i HORIZ TEXTURE COLOR MOTT. OTHER
1 0-10" A SANDY LOAM IOYR-3-2
i 10"—42", B LOAMY SAND 10 YR—5.6 US.G.S. ADJ.
42"-13" Cl HARD TIGHT WELL MI W 29
MEDIUM SAND 10YR—7.4 PERK ZONE B'
TRACES OF SILT ADJ. 4.2
OCT. 2002
GENERAL NOTES j
t NO WATER
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 719 DER p - jO,356 SOIL TEST
TITLE 5 AND THE TOWN OF _BARNSTARI.E____ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO 11 26 02
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST / / SOIL TEST DONE BY BRUCE G. MURPHY, R.S.
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: DA VE STANTON
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN CALCULA TIONS.'
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE INSTALL THREE (3) ACME
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. I500 NS GALLON LEACHING CHAMBERS NUMBER OF BEDROOMS . 44) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTERED IN PLACE. WITH FOUR FEET OF DOUBLE GARBAGE DISPOSAL . . . . . . . . . NO
TOTAL ESTIMATED FLOW AND THREE
j 5) NO DETERMINATION HAS BEEN MADE AS 719 COMPLIANCE WITH WASHED STONE ON ENDS 440 CAL/DA Y
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO FEET ON THE SIDES ( 110__GAL/BR/DAY x _4__ BR.)
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 37.5' X 10.8' X 2' PROPOSED SEPTIC TANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VATION CONTRACTOR SPACED TWO FEET APART
IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS I SOIL CLASSIFICATION . . . . . . . . 1
PRIOR TO COMMENCING WORK ON SITE. 5 FOOT REMOVAL AROUND DESIGN PERCOLATION RATE . . . . . <5 MIN./IN.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING TO APPROX. 42" EFFLUENT LOADING RATE . . . . . . . 74 GAL/DAY/S.F.
SITE CONDITIONS PRIOR 710 COMMENCING WORK ON SITE. LEACHING CAPACITY AREA X RATE) 442
8) PARCEL IS IN FLOOD ZONE _ C" , ( GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP _?46 AS PARCEL _13_4 . BOARD OF HEALTH TO INSPECT (H-20) RESERVE LEACHING CAPACITY (242+215). 457 GAL/DAY
PRIOR TO BACK—FILLING (37.5 X 10.8 X . 74)+(37.5 + 37.5 +10.8+10.8 X . 74 X 2)
WITH CLEAN MEDIUM SAND. SHEET 2 OF 2 JOB NUMBER_ 53284B
1 BARNSTABLE
It y
a BEACH
b cRAIGVILLE
AS/LOT 196 � �� q�
A. M. 2461134 xcz v
AREA = 8000.0 S.F
100 FENCE -21 - EPEE
BENCH MARK 98`5 m CR
WATER GATE 41 176
EL=22.0 -
10' 26.3 LOCUS MAP
RESERVE- L _ r 1 c, GARAGE
I '�" yy SLAB w GROUND WATER D VERLA Y PROTECTION DISTRICT : AP
I wv `o-li DIRT D IVE
= 7 8
ASSESSORS MAP.- 246, LOT 134
cv 242 GPD t12 BATH� PLAN REF.- 34123 LOTS 439 &441
G�_, G 8710 ZONING: "RB"
I iv co AS/LOT FLOOD ZONE: "C"
p y
�i► i O I 21' O o 194 COMM. PANEL#
I 1 i 1 250001 0008 D
O I O �;1 i 2: . b I � T.O.F.=Z3'
2,3 7' DATED.• 712192
►� I e' O '
I 1 I O 12.9
__
10
all ' 0
RENDVM j SITE AND SEWAGE PLAN
�I I O I I AND BBPLACBD ' 1 I rsl I ► 12.5 o PROPOSED l
t.31 b�1 ,13 ` 17 9' 4.0' ADDITION / OF LAND
2 — �� / LOCATED A T
,
— — J G o N ,��,� " °F ' 24 SIXTH AVENUE
�,
W aRUCE y� EST HYANNISPORT, MA.
y I FENC l G.
N!URPHY —„
r 100 / No. 749 PREPARED FOR
91STERE�
U, POLE ART DOLGOFF
rAkA
AS/LOT 135 NO VEMBER 26, 2002
DECEMBER 12, 2002
S 4 SCALE.- I" = 20'
O �(' ', rrrr rnrrrrt �� PRP
NOTE• NEW WATER & GAS LINE TO BE INSTALLED. 4 �;: PAUL •':��m
YANKEE SURVEY CONSULTANTS
UNIT 1, 40B INDUSTRY ROAD
ELEVATIONS SURVEYED AND MATCHED WITH G.LS. ,: -a NO.-32098 P. BOX 265
0922 ate,: MARSTONS MILLS., MASS. 026'48
Fss�° ......°�'''��Q�``�o��' TEL: 428-0055 FAX 420-5553
I ONA LAND S
°BB°ssa��eooa�a'� PAGE I OF 2 J# 53284E DCB
lip
EL. = 23 0 . ., .
7OP OF FOUNDATION
f' 20' MIN.
F
10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P.VC.
22 MIN. PITCH 1/8 PER FT. 27LAYER OF
r 118" 1/2" '
CONCRETE COVER 22.0
WASHED STONE
B A/AX B MAX
4' CAST IRON PIPE B A/AX/ /
TURN PLUMBING : . : (OR EQUAL] MINIMUM s MAX /
PI7L^H 1/4 PER FT RISER a�4 CLEAN
'+ x CA
TO FRONT FLOW LINE 19.95 SAND
OF HOUSE INVERT 1 10 14" o
MIN. —2 0' - El o 0
� EL.=20 5_ GAS INVERT LEVEL ° o o o o Cl ° o N
INVERT BAFFLE EL.=1_9. 75 INVERT 6 SUMP INVERT ° o o a o a o 0 o a ° o ° 0 17.2
EL.=�U 0 EL.= 1_9_65 EL.=1_9. 45 4 4'
INVERT 5 FOOT REMOVAL AROUND
1500 _GALLONS ZZ DISTRIBUTION EL.=1� _ LEACHING TO APPROX 42"
PROPOSED SEPTIC TANK BOX
Z. 70 BE WATER TESTED -37 5' X la 8' TRENCH FORMA TlO
6" STONE OR COMPACT IF MORE THAN ONE OUTLET
PLACE ON B" s7t'JNE SOIL ABSORPTION
DOUBLE WASHED/STONE SYSTEM (SAS) 1
PROFILE 0 F NO OBSERVED WATER TABLE (11126102) ELEV.=_9.0
USGS PROBABLE WATER TABLE ELEV.=_5.5 __ If_.
SEWAGE DISPOSAL SYSTEM G.IS WETLANDS 200 PLUS TO WEST ELEV.= L3------- --
NOT TO SCALE PERCOLATION RATE __6_ MIN./ INCH AT 48 INCHES
OBSERVATION HOLE I ELEV.=22 0_
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
0-10" A SANDY LOAM IOYR-3-2
10"-42" B LOAMY SAND 10 YR-5.6 U.S.G.S. ADJ.
42"-13' Cl HARD TIGHT WELL MI W 29
MEDIUM SAND 10 YR-7.4 PERK ZONE B
TRACES OF SILT ADJ. 4.2
OCT. 2002
GENERAL NOTES
NO WATER
1) ALL
WORKMANSHIP
MATERIALS SSHALL�CONFORM
RULES,AND P TITLE 5 AND THETON OF P # = 10,356 SOIL TEST
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO ry 11126102 SOIL TEST DONE BY BRUCE G. MURPHY, R.S.
,. DATE OF SOIL TEST
WITHIN 6 OF FINISHED GRADE, OTHERS WITHIN 12
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: DA VE STANTON
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN CALCULA TIONS:
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE INSTALL THREE (3) ACME
USED UNDER OR N7THIN 10 FT. OF DRIVES OR PARKING AREAS. 500 GALLON LEACHING CHAMBERS NUMBER OF BEDROOMS . 4
4) ANY MASONARY UNITS USED T 10 BRING COVERS 719 GRADE SHALL BE MORTERED IN PLACE. WITH FOUR FEET OF DOUBLE GARBAGE DISPOSAL NO
WASHED STONE ON ENDS.AND THREE TOTAL ESTIMATED FLOW
., 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 440 CAL/DA Y
i DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO FEET ON THE SIDES ( 110__GAL/BR/DAY x _4__ BR.)
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 37.5' X 10.8' X 2' PROPOSED SEPTIC TANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR SPACED TWO FEET APART
IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS I { SOIL CLASSIFICATION . . . . . . . . I
PRIOR TO COMMENCING WORK ON SITE. V. DESIGN PERCOLATION RATE . . . . . <5 MIN./IN.
7) CONTRACTOR IS T VERIFY GRADES AND ELEVATIONS AS WELL AS 5 FOOT' REMOVAL VAL OXI 42" . 74
SITE CONDITIONS PRIOR 7YJ COMMENCING WORK ON SITE. LEACHING TO APPROX. 42 EFFLUENT LOADING RATE . GAL/DAY/S.F.
B) PARCEL IS IN FLOOD ZONE___M" . LEACHING CAPACITY (AREA X RATE) 442 GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP _z4B AS PARCEL _134 (. BOARD OF HEALTH TO INSPECT (H-20) RESERVE LEACHING CAPACITY.(242+215). 457 GAL/DAY
-- -- 37.5 X 10.8 X . 74)+(37.5 + 37.5 +10.8+10.8 X . 74 X 2)
PRIOR TO BACK-FILLING
WITH CLEAN MEDIUM SAND. SHEET 2 OF 2 JOB NUMBER_ 53284B _____