HomeMy WebLinkAbout0091 ELM STREET - Health 91 Elm Street
Hyannis
A= 309-064 - 115
iJ^
TOWN OF BARNSTABLE
LOCATION T ec SEWAGE# sZj 9 - y 3
VILLAGE A" ASSESSOR'S MAP&PARCEL 0. --O(p
INSTALLER'S NAME&PHONE NO. O • q7 JDs7T�
SEPTIC TANK CAPACITY I p G
LEACHING FACILITY. (type) /f lhjeehrATorrS' (size) to.• 7 �(
NO.OF BEDROOMS
OWNER 7:4 S /-/0hCRT
PERMIT DATE: COMPLIANCE DATE: i
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
aI I IQ tP
Ll
W
v �
0 0 _
n
4�3 Fee /V
f` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftplication for Disposal 6pstrm ConstCUttion Permit
Application for a Permit to Construct(_" Repair(y—Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.q �W r=/=7 Owner's Name ddress and Tel.No.
Assessor's Ma /Parcel�0 ✓C,�`Yl/�S �G/ `T
p 9•-c y � ���/
I Caller's,�y�at�e,Address,and Tel.No. $-4/2 0 q73 D signer's Name,Address,and Tel.No.X-08-36 Z
�onl� U-G(�i'9d�OS �� D Loc/GHGi�'!
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) V gpd Design flow provided 79a s I gpd
Plan Date Number 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) '"r'05 r14 2 000C�pr/C ri�"�
G�/lfG .yQ .Sro�>ri�
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 of Health.
Si Date
Application Approved by - Date
Application Disapproved by Date
for the following reasons
Permit No. z� 7� / 3 Date Issued �f�
t No �'✓ 4/3 ;F^ `Fee /V
':THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
`t sr Yes
A s PUBLIC HEALTH DIVISION - TgWNOF BARNSTABLE, MASSACHUSETTS
YiratiOn for Misposal �pstem Construction Permit
p
Application for a Permit to Construct - Repair(e_) -Upgrade(,) Abandon( ) ❑Complete System ❑Individual Components
f/�f_5"TY/_`! Owner's Name,Address,and Tel.No,Locatiop Address or Lot No.q f
Assessor's Map/Parcel j1 e) _G`
41
Installer's Name,Address,and Tel.No.!)-�'3-412 U q 7 3 S Designer's Name,Address,and Tel.
dYJddl Od15 fir' /s S' !gi l ��v�Gi f��! l'
Type of Building:
Dwelling; No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other f Type of Building No.of Persons Showers( ) Cafeteria(
Other Fixtures
Design Flow(min.required) /_�„n gpd Design flow provided �� gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. a
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) -re r,14
�ZFl ? 2(4,< s>ri 4,-761 -Qr-5' A, c.,
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 of Health.
Sign/ed Date
Application Approved by ( Date
Application Disapproved by Date
for the following reasons
�rK
Permit No. ,�(�/ "'� 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 .A t has been constructed in accordance
with the provisions of Title 5 and the for 'isposal System Construction Permit No.aw-f:3 ated )/6—h Q
Installer 14, ,./7.> ��e ��f4�/J S` Designer �J j � —�
#bedrooms _/ Approved design flow gpd
Th�i suance of this pe its iall not be construed as a guarantee that the system will kdkctio odesig�.DateInspector
. :
------------------------------------ --------- - - ------- ------------------------------------ ------------------
No. -f �il1 } �. Fee
THE COMMONWEALTH OF MASSACHUSETTS 'r
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction Permit
Permission is hereby granted to Construct( ) Repair Upgrade Abandon( )
System located at
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. ,
Provided:Construction must be c pleted within three years of the date of thi permit.
Date J ILOZ I Approved
y
09/27/2019 13:17 FAX 001
Town of Barnstable
Inspectional Services
Public Health Division
Thomas McKean,Directoris
r
200 Main Streets Hyaantra,MA 0264.1
Office 509-862-4644 Fax: 308-790-6304
Instj flor&119jigner
Date: Sewage ermit# 5 1 Assessor's Map%Pareel 1D q
Designer: A. jA Installer: �/oy_12g,&z,— S'
Addrosss 1 —C. ,� Address:
.r► 1OL.
Ony. e was issued a portnit to install a
ate (Installer)
septic system at _ based on a design drown by
(address)
, F
dated l�1
igner
I certify that the septic F3 stem referenced above was installed substantially according to
the•design, which may i lude minor approved changes such as lateral relocation of the
distribution box and/or si ptic tank. Strip out (if rayuired) was inspected and the soils
were found satisfactory.
I certify that the septic stern referenced above was installed with major changes (i.e.
greater than 10' lateral rel cation of the SAS or say vertical relocation of any co iponant
of the septic system) but i accordance with State&Local Regulations. Plan revision or
certified as-built by desi er to follow. Strip out(if required)was inspected and the soils
were found satisfactory.
I eFrtify that the system re aced above was construct�l 1 ''t;ogiance with the terms of
the AA approval letters(if pplleable) �'
k in to s Signature)
er
(Designer'sSignature) (Affix Designer's Sta-m-p-go-r-c7—
fLEASE RETURN TO BARNSTABLE PUBLICSI
BITC A
1Uo"plAH6AL'1INEW6R conarcNIOPTICOm perCoalflaatlon Form Ror a14-13.00C
BM 0T.O.F 102.77 COVER TO WITHIN 6" SEPTIC SYSTEM PROFILE
OF FINISHED GRADE " TEST HOLE LOG
PLASTIC COVER (4) PLASTIC 9" INSPECTION DATE: 5/10/19
18" TO GRADE PORT COVER TO GRADE TEST BY: MIKE O'LOUGHLIN
100.4 F.G. F WITNESS: DAVIQ STANTON
CUT 4" CAST IRON PIPE TO BE LEVEL PERC RATE: <'2 MIN
FROM T.O.F. i 99 s -FOR 2' OUT OF D-BOX TEST HOLE # 1 TEST HOLE # 2
1'-2' FROM FOUNDATION F.G. 100.5
4"C.I. B AC KFILL WITH CLEAN SAND 100.8 EL
PIPE (A) 25" TO 6" ABOVE INFILTRATORS 0" 99.7 EL
PIPE (8) 29" 10"TEE 0
I ��A) 100-69 i TOP ® 97.0 3 100.55 EL 3" O 99.45 EL
4ZABEL TEE LOAMY SAND
B) 100.31 99.5 #A300-8x18-vc 99.25 5 Ap Ap LOAMY SAND
10Y 3/4
t0Y 3/4
UNFINISHED FILTER WITH ALARM � 8.33 I_o 0 0 0 0 0 0 0 0 0 o T 10" 99.97 EL 10" 98.87 EL -'
BASEMENT 98.5 98.0 o r�o= =1 CD 0 0
H-20 0000000M -_3 16"
b-BOX 11' o 0 0 0 0 0 0 0 0 0 o Bw LOAMY SAND LOAMY SAND
00000000000
ooc000fl0000r-1 36" 10Y 5/6 38" Bw 10Y 5/6
96
�. g' COMPACT STONE 97.8 EL 96.53 EL
2000 GALLON H-10 '6 BOTTOM ® 95.67
- SEPTIC TANK OR COMPACTED BAS (2) ROWS OF (11) HIGH CAPACITY INFILTRATOR CHAMBERS H--20 C C
WITH NO STONE FINE SAND FINE SAND
2 TRENCHES 68.75' X 3' 2.5Y 7/4 6.9T 2.5Y 7/4
NO WATER NO WATER
99.08
� 100 00 ENCOUNTERED ENCOUNTERED
MAC SET BM oRP 88.7
BOTTOM OF 132" 189.8 EL 132" 88.7 EL
M #2 TEST BOTTOM OF PERK 48"
t I I t PRESOAK 9:00
TFREET v
HOLE
NO WATER
Edge of Pavmerrt g9.9-1 ENCOUNTERED
100
101.61 GENERAL NOTES
g�,SlN 98`3¢ `O cB DP FNp ' ; s 83'2I'45" E :?r 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL
Lots 34, 35 & 36 1as.zl UTILITIES, ABOVE GROUND & UNDERGROUND, PRIOR TO ANY EXCAVATION
Map 309 Parcel 64 OR CONSTRUCTION.
ggSIN 9`3.74 v F 20' 21,106+/- S.F. 2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310 CMR
15.00:TITLE V.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION.
` 4. DESIGNER TO INSPECT & CERTIFY OVER-DIG, IF REQUIRED BY PLAN,
�;0 AND FINAL INSPECTION BEFORE B AC KFILL
21' 5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY REQUIRED
a INSPEC TIONS.
4- (0 Qo 6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE
.Lh x DISPOSAL.
91 7. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO
is TOF=102.77 LOCATE THEM ONCE BURIED.
(Assumed) 8. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND
Q ' ' ` IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
O �
> 0 0 - -0 9. IF AN OVERDIG IS REQUIRED BY PLAN, OR IF UNSUITABLE SOIL IS
21 B.O.P_(A) 4-C.I. B.o.P.(B) 4"c.I. `: o '" r ,f� FOUND A+B LAYERS, CLEAN GRANULAR SAND MEETING 310CMR 15.255(3)
` w EL.100.69 EL.100.37 100.85 ` 0 SHOULD BE USED AS FILL MATERIAL, 5' AROUND AND UNDER S.A.S.
th ALARM PANEL + - yC 10. ALL 4 PIPE CONNECTIONS AT SEPTIC TANK AND D-BOX SHALL
9 #1 FOR F'LITR O BE MORTARED IN PLACE. IF USING 18' PLASTIC RISERS, THESE TOO
�@ T•� LO SHALL BE MORTARED OR SEALED IN PLACE.
►oo.a s�+m -p
`0~ 21.5' 4-CLEANOUTS 1 _.
To GRADE DESIGN DATA
0 TH. SYSTEM NOT DESIGN FOR GARBAGE GRINDER
., Ick cb T2 99.'T
P 6 CESSPOOL
I
p C DAILY FLOW. (6) BEDROOMS X 110 GPD = 660 GPD
s= SEPTIC TANK: 660 GPD X 2 = 1320 GPD
10' X_ _ O O O cEssPooL USE: 2000 GALLON H-10 SEPTIC TANK
-.A - _ _ - - - - - - - - - OO DISTRIBUTION BOX:
4' VENT 10• - - _ _ _ �d USE DB-6 H-20
Lau,
_ SOIL ABSORPTION SYSTEM:
a< I98.40' - n - USE: (22) HIGH CAPACITY H-20 INFILTRATORS CHAMBERS WITH
3 N 83-2I'45„ w NO STONE PER DEP APPOVAL LETTER FOR GENERAL USE 5/12/15.
LEACHING AREA REQUIRED: 660 GPD _ .74 =892 SQ.FT.
892 SF = 7.79 SF/LF = 114.5' LF 6.25' LF/UNIT = 18.32 UNITS REQUIRED
PROPOSED UNITS (22) x 6.25' LF = 137.5' LF x 7.79 SF/LF = 1,071.1 SF
0 20 40 60 �
3 NOTES
1. PUMP OUT AND FILL IN (2) EXISTING CESSPOOLS
Scale: I"=20'
2. PROVIDE (2) 4" 2-WAY CLEANOUTS TO GRADE WITH 9" PLASTIC
BATH BEDROOM INSPECTION PORTS.
3. LICENSED ELECTRICIAN TO WIRE A ZABEL 300-8x18-VC FILTER ALARM.
i
BEDROOM REQUIRED INSPECTIONS BY DESIGNER
BEDROOM 1. INSPECTION OF SOILS BEFORE INSTALLING INFILTRATOR UNITS_
2. INSPECTION OF INFILTRATOR UNITS PIPING AND RISERS
BEFORE B AC KFILLING.
BEDROOM 3. INSPECTION OF FINAL GRADE.
�oJ 2ND FLOOR
HEALTH AGENT APPROVAL DATE
s�� t SURVEYOR:TERRY WARNER SEWAGE" PLAN ENGINEER:
FF� KITCHEN DINING ROOM BAT" STEPHEN HAAS
DEN LOC ATION: 91 F L M STREET
HYANNIS MA
IrO(f�{N�a PREPARED FOR: '
�J -� JAMES HOB ERT
CLOSET ANN
WARNER " SCALE: 1" = 20' DATE: 5 30 19
�+ No.38721
G LIVING ROOM °9 TC JOBET NUMBER: 2018/51 9 REVISION:
BEDROOM �S/p<�� }� MAP: 309 PARCEL: 64
BEDROOM
q J. O'LOUGHLIN INC.
LOC US (Q (U l 714-C MAIN STREET
YARMOUTH PORT, MA 02675
1ST 'FLOOR NOT To SCALE 1 (508) 362-4942