HomeMy WebLinkAbout0044 DALE AVENUE - Health 4--Dale Avenue
Hyannis F/R
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TOWN OF BARNSTABLE
LOCATION /. kit SEWAGE
VILLAGE fi4yifiell Golf I ASSESSOR'S MAP & LOT 226' O I�
INSTALLER'S NAME&PHONE NO. 1141k-A
SEPTIC TANK CAPACITY
LEACHING FACII.ITY: (type) (size) 77r 55�
NO. OF BEDROOMS SI
BUILDER O WNE r r
PERMPTDATE: o d3 COMPLIANCE DATE: II O
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
Feet
within 300 feet of leaching facility)
Furnished by. /JAB�9 > LKJI,.•rWlilj
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No. n� 2S3 \ = Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS
01ppfication for Mi.5poeal 6potem Com5truction 3perutit
Application for a Permit to Construct( )Repair( )Upgrade(%' )Abandon( ) In Complete System ❑Individual Components
Location Address or Lot No. qq Owner's Name,AddreM and Tel.No.
491
Assessor's Map/ParcelyQ'��is
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms V Lot Sizesq.ft. Garbage Grinder(��
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow L5 L57 gallons.
Plan Date Z Num er of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
nFSIGNING ENGINEER MUST SUPFRviSF
Date last inspected: INSTALLATION AND CERTIFY IN WRITING
THE SYSTEM WAS INSTALLED IN STRICT
Agreement: ACCORDANCE TO PLAN.._ �C ICn er
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 iss q4 of lth.
Signed Date
Application Approved by Date 6 U
Application Disapproved for the fo lowing reasons °
Permit No. .2 0 0 2 — Date Issued
No. �l�� ) J m .. �s Fee —
it THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ��
4 Yes
PUBLIC HEALTH DIVISION 'TOWN OF BARNSTABLE., MASSACHUSETTS
010pYication,for Dizpaar *pgtem Construction Permit
Application for a Permit to Construct( )Repair( .)Upgrade(✓)Abandon( ) LJ Complete System O Individual Components
Location Address or Lot No. �'J Owner's Name,Addres and Tel.No.
`T r0�'�i' CPS' ��
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building: E
Dwelling No.of Bedrooms V Lot SizeZ,903 sq.ft. Garbage Grinder
""'E)ther Type of Building No.of Persons Showers( ) Cafeteria(
Other Fixtures ^
Design Fl�w gallons per day. Calculated daily flow ` ✓� J 0 gallons.
�Plan-Date Lr Z .;7/&4 Nu ber of sheets Revision Date
Title S//P O 4?1 4�14_Y�
Size of Septic Tank IJ-0- 42 Type of S.A.S.
Description of Soils_
/
Nature of Repairs q Alterations(Answer when applicable)
Date last inspected:
� rr
Agreement: < .1-p r.
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 issued by)this,B ar'd of N Ith.
Signed 2 d: bate 6 ! 3
Application Approved by Date 6A,10
Application Disapproved for the following reasons
Permit No. 0 G Date Issued >/n
VA uw"S � THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that tjie On-site S ,wage Disposal System Constructed( ) Repaired( )/Upgraded
Abandoned( ))/b_y ,l�OiC� � C�/f 5�� tti' �' r !
at rl/ ,�i° 9 f1f9 / T has been constructed i accordance
with the provisions of Title 5 and the for Disposal System construction Permit No. Uo 3--),5D- dated t.
Installer Designer
The issuance of this p it shall not be construed as a guarantee that the syste 4 riU ion ned
Date l 03 Inspector
-------
e - 2ss�`-----------—--------- --------------- -
No. 9 l)(�3 J9y�I Fee�� "
THE COMMONWEALTH OF MASSACHUSETTS C/
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
�Dtgogai *p!tem Construction Permit
Permission is hereby granted to onstruct( )Repair( )Upgrade('l)Abandon( )
System located at1���' Q ° ./�y9dl�l.j�dD� -
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 this permit.
Date:_ 0 Approved by �� �
TOWN OF BARNSTABLE
SEWAGE # a-
LOCATION NU � � �y't - ,�9 6VILLAGE,--42aLL
o,.f / ASSESSOR'S'
MAP &LOT
INSTALI-ER'S NAME&PHONE NO. " y
c4
SEPTIC TANK CAPACITY
��,�`>,�,�> (size)
LEACHING FACILITY: (type)
NO..OF BEDROOMS
S °
r
BUILDER O WNE oz
PERMTT DATE:. � O� COMPLIANCE DATE:
Separation Distance Between the: ��' Feet
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility
i
Private Water Supply Well and Leaching Facility (If any wells exist Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching -------------
Facility(If any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by -
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SYSTEM PROFILE TEST HOLE LOGS
TOP FNDN. AT EL. 19.5'
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO ENGINEER: AH OJALA, PE
MINIMUM .75' OF COVER OVER PRECAST /' WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM SAM WHITE
19.5 WITNESS:
2" DOUBLE WASHED PEASTO�E MAY 29, 2003 3
RUN PIPE LEVEL ``� DATE:
FOR FIRST 2' I PLACE MARCHeHt AVE.
PROPOSED 15.QO / 16.5 PERC. RATE - < 2 MIN/INCH (I)
16.5 GALLON SEPTIC I` x
TANK H- 10 ) 16.25 _ CLASS-
TANK III SOILS P# 10487 0
,*
( cas Q 15.93 a
BAFFLE 16.17ggr DALE
2,
6" CRUSHED STONE OR MECHANICAL
ELEV. LOCUS
COMPACTION. (15.221 [21) 14" '+ 4
"EXIST. INVERT ELEV. o
INTO LEACH PIT DEPTH OF FLOW = 4 ""' �' - 'g / .299 1191.0 19-9_
( 1 7. SLOPE) (� -9� SLOPE)
TEE SIZES: 3/4If TO 1 1/2II P DOUBLE WASHED :STONE
INLET DEPTH = 10"
OUTLET DEPTH
14" 8„ UNSUIT.
LOCATION MAP NTS
FOUNDATION--- 28' SEPTIC TANK 8' D' BOX 7' LEACH NG
FACILE Y 5.03' ASSESSORS MAP 286 PARCEL 11
UNSUIT.
24 9' VARIANCES REQUESTED UNDER MAX. FEASIBLE
17.
5'; REMOVAL OF UNSUITABLE SOIL REQUIRED COMPLIANCE MP IANCE 15.405 (1)
AROUND PERIMETER OF LEACHING FACILITY,
o: REDUCTION 1N SET T T
E (BACK S 0 LO LINES i 0' TO
DOWN t0 SUITABLE SOIL LAYER, REPLACE 5, '
SA
WITH CLEAN MED. SAND.
b: REDUCTION 0N' SETBACK, SAS TO FOUNDATION (20' TO
UNSUIT. 12
U
BENCH MARK - CORNER OF
CONC SLAB AT GARAGE EL. 8.9'
ELEV. = 20.1 72" 13.9'
4 C2
7500, Q a
MED/COS
y�.3 '�X` M SAS DETAIL
22.3 " = '
EXISTING 6 x 6 LP WITH STONE �, 1 20 10YR 7/4
(PUMP AND REMOVE) 2.3
GARAGE 132 8.9
P OVIDE 20' 0 40 MIL
L ER, TQP AT EL. t6.5', °'0 NO WATER ENCOUNTERED
NOTES:
B OM AT EL. 12.5
ar + 119.3 a, 0 1
SEPTIC ,GESIGN: (CAR>IAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS
APPROX. NGVD
N
k + 1916 +`t 9 0. 20.0 �,.
1 DESIGN FLOW: 3EDROOMS ( 1 10 GPD) = 550 GPD 2. MUNICIPAL WATER IS EXISTING
3 MINIMUM PIP PITCH T
550 �I?D h"S��N FLOW ' 1 1 8" P
-� .__.__.._ .; E 0 BE PER FOOT.
SEPTIC TANK: 550 GF`D ( 2 ) _ 1 100 4. DESION LOADING FOR ALL PRECAST UNITS TO BE AASHO 1 v
1 k / � H_
1500 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A :____ GALLON SEPTIC TANK
16.9� LEACH 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
/ 1911 � NC ENVIRONMENTAL CODE TITLE V.
FRIMETER: 120' x 2. (.74) - 177 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
199 TO BE USED FOR ANY OTHER PURPOSE.
/ac 532 SF (.74 - 393
EXIST. DWELL. //� BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4,+ PVC.
C TOP FNDN - 19.5 /i$.9
k TOTAL: 771 S. 570.F. GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
/ 188 USE 7 HIGH CAPACITY INFILTRATORS IN STONE IN INSPECTION BY .,BOARD OF HEALTH AND PERMISSION OBTAINED
/ 1 *THE INSTALLER SHALL VERIFY THE FROM BOARD OF HEALTH.
LOCATIONS OF ALL UTILITIES AND ALL CONFIGURATION SHOWN (SEE: DETAIL)
10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
/ 01e.6 BUILDING SEWER OUTLETS AND. ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
k SEPTIC SYSTEM
o /
+ 1 LEGEND TITLE 5 SITE PLAN
4.,
1 PR
OPOSED P OSED SPO
T ELEVATION 1 N a
44 DALE AVENUE
4.
OF
lg t o 100x0 EXISTING SPOT ELEVATION
iL0 Q. T. 3 Q E TOWN OF:
11001PROPOSED CONTOUR IN THH YAN N I S P R
+ ( 0 T) BARNSTABLE
12 100 EXISTING CONTOUR PREPARED FOR: BORTOLOTTI
CONSTRUCTION/0'KEEFFE
+ 20 0 24 40 60
BOARD OF HEALTH
AP MA SCALE: 1" = 20' DATE: M PROVED DATE MAY 29, 2003
+ 3}] 1
14.7 off fax 508-362-9880
g 14.9
14.5 ( ��N O I Mgss CH of
414y,
down Cape engineering, inc, ARNE H. �� o�� ARNE q�yG
OJALA H
CIVIL ENGINEERS CD
CIVIL CA OJALA
No.307 34 e
LAND SURVEYORS '°�oF,pECI �o\���e oF9Fc
03-- 101 939 main st, yarmouth, mo, 02675
ARNE H. OJALA, P.E., P.L.S. DATE
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