HomeMy WebLinkAbout0328 ARROWHEAD DRIVE - Health L
Arrowhead Drive
r
— OW'
a
o
0 0 '
` o �
o o o
a U
o n
0 4
c r a
° - t
n a o
c
�J TOWN OF BARNSTABLE
LGcATION 330? 2r 4,vW`m d DA- SEWAGE#.6a0 7-:372,
VIT,;LAGE h7 fdnr f ASSESSOR'S MAP&PARCEL sa-7 9
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY /Szo dol;lc
LEACHING FACILITY: (type) S �aC g:2g§tsj'(size) /D X�l✓`�� '
r
NO.OF BEDROOMS
OWNER Z
PERMIT DATE: �-a G!) COMPLIANCE DATE:
Separation Distance Between the: �.
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 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 le Ching facility) Feet
y
' FURNISHED
r
.may
l
4
No. � p OW Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:`r.
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS `Yes,_ y
application for dig og r A*pgtem (Cottgtru toff permit
Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No.��v � ''� �' Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No.
Designer's Name,Address and Tel.No.4111✓ ezl` aoly
Type of Building: '
Dwelling No.of Bedrooms ` Lot Size sq.ft. Garbage Grinder ( q®
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures `��/ !,
Design Flow(
. uired) `� 1 Q gpd Design flow provided y7 gpd
Plan DateG f3 7c17 Number of sheets / Revision Date
Title !_ $'s t *ft 1,2 8 C /�esCF 4
Size of Septic Tank /l�J.�346,4L Type of S.A. Cc[ L ` n iav9
Description of Soil �r� ,�A✓J
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 Board H th
Signed Date
Application Approved by Date 0
17,
Application Disapproved by: ± Date
for the following reasons
Permit No. Date Issued
..✓-'�..,;.^,.,,-�..x.::�'`dw�-k�'f'[,s�+r��i'r'.�.T`u...'-34�5�.1'+�'W1`�+'•�` - `tl �'rS'.r..��M�..�;'�,.�µ„i�w`�/��C/"�0._+�•r�w;,...�:.r^•.t--...-',r.. .w- -
�. 1. x
No. c209� 3'/ " o ;.,11V ��, ��:^ ��� Fee ego-- /.
THE COMMONWEALTH"OF MASSACHUSETTS Entered in computer: V
PUBLIC HEALTH DIVISION - TOWN OFroBARNSTAB.LE, MASSACHUSETTS Yes
.apoplication for �Oi5po5al �&p!5tern Con#;truc ion Permit
1 Application for a Permit to Construct Repair �rade Abandon pp. ( ) p ( pg ( ) ( ) .Complete System ❑Individual Components
Location Address or Lot No. w?A Owner's Name,Address;and Tel.No. Z�hgd
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. �O�•/�/O�r C� � Designer's Name,Address and Tel.No.
4ag 1?,r- 7G.4, estl�-
Type of Building: A T
r. Dwelling No.of Bedrooms ` Lot Size sq.ft. Garbage Grinder ( d
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures /,�/
Design Flow(min.required) `7 7 o gpd Design flow provided y7 7 gpd
Plan Date Al uj i 13 EGG 7 Number of sheets Revision Date
Title I 5ol-e lail G -[
f Size of Septic Tank 6`[ Type/of S.A.S. Zr I, � ,viy�y•�
Description of Soil Sr.i
Nature of Repairs or Alterations(Answer when applicable) ..L rid ,A�^—
Date last inspected:
Agreement:
The,undersigned agrees to ensure the construction and maintenance athe afore described or 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 Board o HeVtI
i Q
Signed _ Date
Application Approved by Date A2
Application Disapproved by: Date
for the following reasons
Permit No. _LW;2- Date Issued
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
at rj /C• .a h I has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. , dated .
Installer Tor/4414/ C u//A__-r/...-.d Designer i�� �Ge/r L ae/.✓�rp/co_f
#bedrooms Approved design..\w 4/may' /) gpd
The issuance of this perm't shall 'ot be c nstrued as a guarantee that the system will f a i6ri ass/designed. °' 6
Date / / �/ / Inspector
✓
No.cam(� &� Fee /
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
&!5pogal *p.tem Construction 'Ve mit
Permission is hereby granted to Construct ( ) Repair Upgrade ( ) Abandon ( J
System located at 307 Tl �jry {,•� ))tG ,_ �
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty i
to comply with Title 5 and the following local provisions or special conditions.
Provided: C nstruc ion must be completed within three years of the date of th's �.
Date Approved by
Town of Barnstable
Regulatory Services
Thomas F. Geiler, Director
Public Healtb Division
Thomas McKean, Director
2o0 Main Street Hyannis, MA 02601
Fax: 605-790-6304
oft"ice: 508-862-4644
Installer d DesiQnerCertification Form
/ -3�72-Kssessor*s Map\Parcel 27
Date: ! SeR,age Permit, 200.
S/
�1./U� ow-fir nsar.Desitner. g Itlle
/ 04°�l/ Address:
Address:
On 'off a-7 L"') J �113 was issued a permit to install a
(d=) 2 (installer)
septic system at >Zg �2 'G"` based on a design drawn b,,
(address)
dated
(des ever}
I ceran that the septic s��stem referenced above was installed substantially' according to
the design; �Thich may include minor approved chances such as lateral relocation of the
distribution box and/or septic tank.
I ceraf, feat 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 vxzth State & Local Regulations. Plan revision or
cendfied as-built by designer to follo'"-.
� �jN OF AqSS90
ARNE H. yGN
4aler"s Signature) � OJALA
CIVIL N
No. 30792 FSS� NG
(Designer's Si_ ature) (Affix De tamp Here)
PLEASE RETURN TO BARNSTABLE 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.
Q:Health/Septic/Designer Unification Form 3-26-04.doc
SYSTEM PROFILE MMMAARKEEDDWWITH MAGNETIcCT E o BE NOTES
TOP FNDN. AT EL. 55.2' COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NO`r TO SCALE) ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD Route 28
ACCESS COVER (WATERTIGHT) TO
53.5' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING
_ 2X SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.RUN c o
�*50.9' - FOR PIPEFIRS 2LEVEL OR GEOTE MLE FABRIC o v a°
PROPOSED 1500 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO LO
GALLON SEPTIC 50.25' H- 10
50.5 TANK (H- 10 ) S0.54 y
BAFFLE 50.04'"a\� 49.87'\-- 0 p p p O p p p p 5. PIPE JOINTS TO BE MADE WATERTIGHT. sr Jac
0 49.74' %W� q
p p p p p p p p p o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
SLOPE) �s CRUSHED STONE OR MECHANICAL p p O p p E3 p E3 Cl MASS. ENVIRONMENTAL CODE TITLE V.
4' COMPACTION. (15.221 [2]) 2' 0 O p p p p p p Cl 47.74' ���e
DEPTH OF FLOW = 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. P ova
INLET DEPTH = 10" 'est Moin
OUTLET DEPTH = 14" ( 1 X SLOPE) ( 1 % SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
FOUNDATION 16' SEPTIC TANK 21' D' BOX 15' LEACHING 5.24.' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
FACILITY WITHOUT
TI Y BOARD HEAL H.OF
HEALTH AND PERMISSION
OBTAINED FROM BOARD 0 LOCUS MAP
*THE INSTALLER SHALL VERIFY THE " '
LOCATIONS OF ALL UTILITIES AND ALL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCALE: 1 = 2,000 t
BUILDING SEWER OUTLETS AND ELEVATIONS DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
PRIOR TO INSTALLING ANY PORTION OF BOTTOM TH-1 EL. 42.5' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO ASSESSORS MAP 270 PARCEL 98
SEPTIC SYSTEM COMMENCEMENT OF WORK. LOCUS IS WITHIN WP OVERLAY DISTRICT
LEGEND 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
100.01 PROPOSED SPOT ELEVATION 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
+100.00 EXISTING SPOT ELEVATION LEACHING FACILITY.
100 PROPOSED CONTOUR
SYSTEM DESIGN:
100 EXISTING CONTOUR
GARBAGE DISPOSER IS NOT ALLOWED
t
/ DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
/ USE A 440 GPD DESIGN FLOW
/Cap,
BENCHMARK _ __.___ __ SEPTIC TANK: 440 GPD (2) = 880
COR CONC. BULKHEAD - -
�/ 110 ELEV=54.3' USE A 1500 GAL. SEPTIC TANK
o RFS 64
T H LOGS / LEACHING: -
TES LE OT 4 O / 8 SIDES: 2 (40 + 10) 2 (.74) 148 GPD
,551 SFf
DAVID FLAHERTY R.S., SE2755 / BOTTOM 40 x 10 (.74) = 296 GPD
ENGINEER: � 1
WITNESS: DONNA MIORANDI, R.S. TOTAL: 600 S.F. 444 GPD
AUGUST 10, 2007 / `� EwsTNG 4 BR �o,, o \cP ( )
DATE: 1 ►� DWELLING USE 3 500 GAL. LEACHING CHAMBERS ACME OR
PERC. RATE _ < 2 MIN/INCH
/ ►� TOP FN[IN=55.2' o ^ EQUAL) WITH 2.6' STONE AT SIDES, 4' AT ENDS AND
3.25' BETWEEN UNITS
CLASS I SOILS P# 11861 _ W w 102
ly DECK
MA
ELEV. ELEV. / _ PAVED _`--__ TH
53.5' 53.5' - _ DRIVE _ `� APPROVED DATE BOARD OF HEALTH
1
A A / h / TH 2
LS LS ; = TITLE 5 SITE PLAN
10YR 3/2 10YR 3/2 k of
12" 52.5' 12" 52.5' F.
B B "- 328 ARROWHEAD DR.
,o o.
LS LS
10YR 5/8 10YR 5/8 (HYANNIS) BARNSTABLE, MA
35" 50.6 34" 50.7' PREPARED FOR
BORTOLOTTI CONSTRJ
PERC
C THELMA ZANGO
MS MS Scale:1"= 20' DATE: AUGUST 13, 2007
2.5Y 7/4 2.5Y 7/4 0 10 20 30 40 50 FEET
tH OFSsy�N OF off 508-362-4541
ARNE H. 9c ARNE ctiG, fax 508 362-9880
o OJALA H. a I
C OJALA
132 d e engineering,eerie Inc.
" 42.5 120" 43.5
No. 3073079 0.2 own cape 9 9�
s T �� s �v Cl VIL ENGINEERS
NO GROUNDWATER ENCOUNTERED LAND SURVEYORS
D ARNE H. OJALA, P.E., P.L.S.
939 Main Street - YARMOUTHPORT, MASS.
TE �
DCE #07-171 07-171 BORTOLOTTI-ZANGO.DWG (DDF)