HomeMy WebLinkAbout0040 ABERLE WAY - Health .�, a�
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TOWN OF BARNSTABLE "
LOCATION VO 14hcr/e W -y SEWAGE#
VILLAGE` A%,v,S4i& ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.-i U k'✓•3Cott( ?CJI-IT6Q--- 'L -W-Ver
SEPTIC TANK CAPACITY /.Sb 0
LEACHING FACILITY: (type) 3 S°t�Zal Ctit*K�&--S (size) 3•S�I'/�k2
NO.OF BEDROOMS y
OWNER T)4nj-e( L rAc1i9 POS4
PERMIT DATE: Z COMPLIANCE DATE: a y
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 ��. birJCo�I Ptfr.. V• �(.C..-e✓Sa�vrtiCS
Gd.�se Fraow�
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343
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No. Zy ZZ-0 1 / Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes •
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01pplitation for Bisposal Qppstrm Construrtiun 3permit
Application for a Permit to Construct/ Repair( ) Upgrade( ) Abandon( ) V'Complete System ❑Individual Components
Location Address or Lot No. as'cA.t,Jn Ow 's Name,Add ss,and Tel.No.
c / � r
Assessor's Map/Parcel ZS 7/O I O Op3 (`S 6*Jai Q `(`
Installe ' N e,Address,and Tel.No. b esigner's Name,Address,and Tel.No.So$-36Z-LIS4I
47'�KI; 1 C6 4-L' $ `DoV'^ cam-Er•
Air\ S�- crou�r4,? "
Type of Building: /eler &,q`j b S;1-.7.39.- d 3'�X-
Dwelling No.of Bedrooms H Lot Size s4 -7s i sq.ft. Garbage Grinder(NA)
Other Type of Building Oa=J No.of Persons Z Showers(3) Cafeteria WA)
Other Fixtures
Design Flow(min.required) 44� gpd Design flow provided y4p gpd
Plan Date 0-Z.Z. Z, Number of sheets ( Revision Date h(A
Title y0(L-i- �) Abe.rlA. lti�o�
Size of Septic Tank ISM> Type of S.A.S. i
Description of Soil_C-Aa s-S ( 50 S
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
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 Certificate of
Compliance has been issued by this Bo of alth.
Signed - Date
Application Approved by Date 1 Z Z
Application Disapproved by Date
for the following reasons
Permit No. !/y7i�- Date Issued 1 11 Z.�—
�; T �^ � .:�.. , + ��. 1 ?E'k`l' � � ... �tiP' •"^fi�• �j. �'t^' 3.' � h�•' N`4/ �� �'•r
Y No. f / 7 Fee Y�
4»
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THE COMMONWEALTH OF Entered MASSACHUSETTS in computer:11 Yes t ,,
PUBLIC HEALTH DIVISION - TOWN IOF BARNSTABLE, MASSACHUSETTS
4plication for Misposal,i�pStrm Construction Permit
Application for a Permit to Construct,( Repair( ) Upgrade(!,)'Abandon( ,) /Co mplete System ❑Individual Components
Location Address or Lot No.4to lsz trJc* pt n } Owner's Name,Address,and'Tel.No.
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Assessor's Map/Parcel ZS7/C i O !003 fi S� , 9p,/k"[1� (1r r JO,
I�tailer' Name,Address, Tel.No.4_506 �� 0 Deesignecr's Name,Address,and Tel.No. :c2 -3bZ-(4Sy I
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�►7 ,, ca/r'� ,s� �rd . Nf t s q�9
Type of Building:
Dwelling No.of Bedrooms =I Lot Size -54 7S I sq.ft. Garbage Grinder(NA)
Other Type of Building 0&-J 'rc' No.of Persons Z Showers(5) Cafeteria(kA)
Other Fixtures ,ak I r•,,�;�"vL>
Design Flow(min.required) "t 46 gpd Design flow provided 144�;, gpd
Plan Date Number of sheets Revision Date
Title too (may) Awl,
t 1
Size of Septic Tank (S= _Type of S.A.S. ( ?o.c I•i hr �,a-I�-z a/
Description of Soil C'10.Ss I -Sw
r "
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
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 Certificate of
Compliance has been issued by this Boar• of 11' alth.
Signed y Date 1Z-s'�Z.•�
Application Approved by f `� Date
Application Disapproved by Date
for the following reasons
Permit No. I Date Issued r 12�--
__. - -- --•--- ----------•-•--------; -- -- --- - - - --
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
- Certificate of Compliance /
THIS IS TO;^C^EERRTIIFY�that the On-site Se wage`Disposal system Constructed(/) Repaired( ) Upgraded( )
Abandoned( )by iX f �"_ r
at Lim. A\: tr o -P c n -bin_. has been constructed in accordance
with the provisions of Title'''S and the for Disposal System Construction Permit No. 241 Loll
dated
Installer J•j .s du' t 6rd LL Designer" `0�-'1 C_i4g_ ._ tr'q,;
#bedrooms / Approved design flow q4c 0 gpd
The issuance of this permit shall not bef construed as a guarantee that the system will . cu�n tio_n as�designed. ..... _
Date Inspector .
No, / [i� f//� f Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS
Mtgip sal *pstem Construction Permit
Permission is hereby granted to Construct.( ) Repair( ) Upgrade( ) Abandon( )
System located at
P ,
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
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4. Provided:Co ns/tiucti6n must be completed within three years of the date of this permit.
Date Approved by / ,v
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Town of Barnstable
i FSHE)� Inspectional Services
tPublic Health Division
srAML% t
s� 639 Thomas McKean, Director
A�Fo ewe° 200 Main Street,Hyannis,MA 02601
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Office: 508-862-4644 Fax: 508-790-6304
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Installer & Designer Certification_Form
f Date: a 22 Sewage Perm t# 0�,� - // Assessor's MapTarcel 2"3q l�z.5
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Designer: Down Cape Engineering, Inc. Installer: ,'� \��� e� ►� ( i'�c�ey'TGon•y� cam/
Address: 939 Route 6A Address: ,�/ 4fG 4r, /hrisl"eee
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Yarmouth Port, MA i02675 ya6 y 9
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On _s'��� was issued a„permit to install a
(date) (installer)
septic system at 1W) A f�aXt b1/1 Y, �33A940;j419 i.E based on a design drawn by
(add ess)
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Daniel A. Ojala, PE, PLS dated DC4 22-, Z02 I
(designer)
V I certify that the septic systemreferenced above was installed substantially according to
the design, which may includ minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
( were found satisfactory.
I certify that the septic system, referenced above was installed with major changes (i.e.
greater than 10 lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State &Local Regulations. Flan revision or
certified as-built by designer to follow. Strip out (if required) was inspected and the soils
were found satisfactory.
I I certify that the system referenced above was constructed in ce with the terms of
the IAA approval letters (if applicable) art of 1a.48
DANIELA
o OJALA
i CIVIL
r
(Installer s Signature) too.46502
STE
ii I / a F, a ti
(Designer's Signature) I (Affix De g p Here)
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PLEASE RETURN TO BARNSTAkE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
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11ton\depls\HEALTMSEWERconnecl\SEPTIODesignerCertification Form Rev&14-13.DOC
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NOTES
LEGEND LANDSCAPE KEY 99 EXISTING CONTOUR ,. DATUM Is NAW 88
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE
_ MARKED WITH MAGNETIC TAPE OR 2. MUNICIPAL WATER IS PROPOSED
( DRIVEWAY LIGHT
NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. �
X 99.r EXIST. SPOT ELEV. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE ( CONCRETE COVERS TO WITHIN 3" GRADE 3. MINIMUM PIPE PITCH TO BE 1 8 PER FOOT. RO E 6A
Hydrangea macrophylla Nikko Blue 2" PEASTONE OR GEOTEXTILE "
-[99]- PROPOSED CONTOUR Nikko Blue Hydrangea-blue mophead TOP FOUND. EL. 41.5' FILTER FABRIC OVER STONE
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
198.41 PROPOSED SPOT EL. Ilex glabro 'Shamrock' \ 39 5' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 37.5 TO BE AASHO H-24 (H-10 TANK) RAILROAD
TH1 Shamrock Inkberry-compact EE BLOCKS OR
RISERSPRECAST fP.) WAMINTE2V D'BOX FCKNESSEWESS PRECAST RISERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6
TEST HOLE 20 ( ) 4"OSCH40 PVC MORTAR ALL v�E D
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH O z
.� , PIPES LEVEL 1ST 2' coMPONENrs INVERT IN 33.5 RO cSLOPE OF GROUND :' " �4!
NDS ) SIDES 34.5' 310 CMR 15.000'(TITLE 5.) BWB
\38.5' 1500 GAL H-10 ELEM
10" 14 ;000a0000 r o 0 0 ° 'y LOCUS
UTILITY POLE 37•p' TEE SEPTIC TANK TEE , o000000g ®®®®- ®®® ;0000000g 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 9TC�
6.75 6 MIN SUMP ®®p�®l�Le9® ®R®�R®®®�®® BE USED FOR LOT LINE STAKING OR ANY OTHER
c000c0000000 " >�o�o�o�o ® LL 11u®U® ® ® ��o�
FIRE HYDRANT GAS BAFFLE..,' °oo,o000000, 12 MIN. INT. DIM. �; >�0000000 ®0 ® ®®�� ® ;00000aoo
;�o�00000 ,00000aoo PURPOSE. m
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING .: Cn
4' LIQ_ LEVEL (ACME OR EQUAL) 35.47 35.3 �������� o0000000 31.5
- 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
000gogog00000000000g000000�S�o
0000000„ o�o�o„000000000�o�o�o�o„o„o�00000. H 20 50o GAL. LEACHING CHAMBERS BY ACME 'PRECAST OR EQU 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF"HEALTH AND ROUTE 6
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X`"12.83' PERMISSION OBTAINED FROM BOARD OF HEALTH.
COMPACTION. (15.221 [2])
"2 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP SCALE 1 "= 2000'
SYSTEM DESIGN: - ( 10% SLOPE) ( 8 X SLOPE) ( 18% SLOPE) )
DIGSAFE (1-888-344-7233 AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
GARBAGE DISPOSER iS NOT ALLOWED FOUNDATION- LEACHING PRIOR TO COMMENCEMENT of WORK.
15' SEPTIC TANK 16' D' BOX 12' 1as' aoTroM TH-3
FACILITY NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 257 PARCEL 10-3
PROPOSED 4 BEDROOM DWELLING
LEACHING FACILITY.
DESIGN FLOW: 4 BEDROOMS ® 110 GPD 440 GPD
*THE INSTALLER SHALL VERIFY THE 12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO 6"0
USE A 440 GPD DESIGN FLOW
LOCATIONS OF 'ALL UTILITIES AND ALL
DRANs To DITCHEs
BUILDING SEWER OUTLETS AND
SEPTIC TANK: 440 GPD (2) 880 ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
USE A 1500 GAL. SEPTIC TANK
• ZONING SUMMARY
LEACHING:
SIDES: 2 33.5 + 12.83 2 .74 = 137 GPD
ZONING DISTRICT: RF-2 DISTRICT
BOTTOM 33.5 x 12.83 (.74) = 318 GPD
MIN. LOT SIZE 43,560 S.F. i
TOTAL: 615 S.F. 455 GPD TEST HOLE LOGS MIN. LOT FRONTAGE 20'
MIN. LOT WIDTH 150'
MIN. FRONT SETBACK 30,'
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) DANIEL E. GONSALVES, SE #13587
4 ENGINEER: MIN. SIDE SETBACK 15
WITH 4' STONE ALL AROUND
�/ WITNESS: DAVID .STANTON, RS MAX. BUILD NG SETBACK
HEIGHT 30'
. 15' !
EXISTING TONE WALL P 25-7 �'CL 9 DATE: 8/19/21 & 9/14/21
To B MOVED _ < 2 MIN INCH SITE IS LOCATED WITHIN THE AQUIFER
P. of 2) TOW PERC. RATE - /
OF BARN LE
• STAB PROTECTION OVERLAY DISTRICT
E VA TI00� Co CLASS I SOILS P# 21 -248
MA IS
APPROVED DATE BOARD OF HEALTH
a 493
\ ELEV. ELEV. ELEV. 4 ELEV.
0 0'' ROS N
C N OL 0" 1 36.5' 0" 2 36.5' 0" 3 34.5' 0„ 4 38.5'
A A
' A A A A
\ LS LS LS LS
49 �� _
48 3 10YR 4 2 1OYR 4 2 10YR
r 4746 10" / 8„ / / 14" / 3/2 10„ /10YR 3/2/
0
I g B B B�
�0 44
LS 'LS LS
- / LS
�i
41 (rYP s �4� 24" 10YR b/6/ 34.51 ,� I 0 YR 6/6/ „ 10YR '4/4 „ 10YR 4/4
- - ' - - 27 34.3 30 32.0 26 36.3
1 [ 0.
4 C
8 ,7 - Ci C1 C1 1
RD D - _ FLS FLS
/ FLS /FLS
"
RO F DRAIN - 2.5Y 5/3 2.5Y 5/3 10YR 6/4 10YR 6 4
[40.3] U COVERED p MIN SLOPE 4`731 �` \ 120" 26.5' „ „ , / ,
I PORCH DE K �o o sG:ft. ^� 120 26.5 120 24.5 108 29.5
1.26 acre;
BENCHMARK: N PERC PERC 2
2 2 2
NAIL IN TREE 52.9'I o 5►�►'E FACTO 17.6 I C C C C
PROPOSED ROCK C� MS W/ MS W/
=44.5' NAVD88 �` TAIN NG WALL
P OPOs DWEL NG TOP o GNE BY S) W W POCKETS POCKETS M/FS M/FS
I FND . EL. 4 p5 �` T .W 36. Z I OF SiL OF SiL
�1 2.5Y 6/4 2.5Y 6/4 2.5Y 7/4 2.5Y 7/4 C
M ^ 43 SLAB EL. A2 S -- -- ` ` `S�gs 180" 21.5 180 21 .5 192 18.5 168 24.5
.2 3
5 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
z 42
COR D
10/
O-
UNSUITABLE
5'EMOVAL OF UNSUITA E SOIL REQ D I ROPOSED PR ALK ��. O O/�/ 1�,q//l/q SOIL
DOWN TO WITH CLEAN MEDL SASol
ND, TO EET REPLACE A VEEWAY �h �/ 32 . �1 L o J GE E.q,SEM N7 I
AROUND PERIMETER OF L HING FACILI
SPECIFI TIO F 310 CMR 5.255(3) I �39 - r7 --� - - - S34 14 27 - - -
,,C` f- - -
�� �� ��� DR ,EA SEMEN T I \ SITE PLAN
4,974 SF
PGA �� rH 1 �� �h� I I O F
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38}-- 3 7 I 1 O o I -� -� o
_ _ #40 CLOT 4) ABERLE 1�
�\ 5' 7 SERVE f �, / \; I
35 TA LE MA
1 to ^ S _ i���
2 .92 _ _ _ -
- - - - - - 112.47'_ - - - L- o.s7, =17 PREPARED FOR
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2'4 '23"W O 0.0 I
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S25'4626"E �p0� RYCON GROUP INC.
3.6
78
F= - G' DATE: OCTOBER 22, 2021
BENCHMARK: ABERLE WAY _
3�
MAG'SET S CB RIM EL. 34.3
F =35.8' NAVD88 �' k
Scaler 1"= 20'
W W W W �1N W W W W W W - - W - - - - - - - - - - - - - _ HOFM� af.� S, �ZN Mgss9c
of
�6 W- 0 10 20 30 40 50 FEET
G G G G G G G G G GG - cy� o to
r.y.. _ - - _ DANAL A. �s
_ o' DANIEL U'�. � OJALA
CIVIL "
OJALA
No'
46502
No.40980� � O �o ��¢ off 508-362-4541
fox 508-362-9880
F�ss� �� °. S/ONAt I downcape.com
qN�SUR�Ey own cape engineering, Inc.
civil engineers
land surveyors
I 939 Main Str-ee t ( R to 6A)
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DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
DCE ##2 >-282
i 21-282 RYCON GROUP.DWG
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