HomeMy WebLinkAbout0326 MAIN STREET (OST.) - Health 326 MAIN STREET
A = 165 097 Os �rl�
I
�1
i
- - - STABLE
=3 ,1/
Ow9 ~ q� C
LOCATION SEWAGE
VILLAGE- O `r 11� ASSESSORS,MAP & LOTA65 97-
INSTALLER'S NAME&PHONE NO.Sc.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size) I d X y0
NO.OF BEDROOMS y
" �IiII.DER R OWNER
PERMITDATE: COMPLIA: DATE:
,Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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,,
�O�dl
1
;.
y , CJ/rI �s_ - a7 6
5 31 �.
l
,Ilk
7 7 -
A. t
Na. ^ 7 `"^ �. a .. Fee I no
THE COMMONWEALTH OF MASSACHUSETTS l ntered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS
Replication
for ;Diopooar *potent Com5tructton Vermit
Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components
Location Address or Lot No. �� dOwner's Name,Address and Tel.No.
�S�Ivslz..
Assessor's Map/Parcel
l`s a"
Installer's Name,Address,and Tel.No. Designer's N e ddress and Tel.No.
a PH EN J. DOYLE & ASSOC.
42 Canterbury Lane
East Falmouth, MA 02536
e ep one: - 53
Type of Building:
Dwel No.of Bedrooms A Lot Size 'Z9 O�sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow AA 0 gallons per day. Calculated daily flow !AAn gallons.
Plan Date Kucr. 3. 1gq°1 Number of sheets I Revision Date
Title S\t-V 17LAW t* 1_g-; 'k, 1% (nwe ytLL.E
Size of Septic Tank l�bo CGAu_o�6A Type of S.A.S.
�.- Description of Soil SEG 5om FR. 5&1L__ Lu4 S.
.M•
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 Certifi-
cate of Compliance has been is ed 't ' Board of Hlealt
Signed [ Date
Application Approved by Date 14 — T c/
Application Disapproved for theYollovgg reasons
Permit No. Date Issued
`s
TOWN OF P4MSTABLE qc�
SEWAGE #
1 LOCATION
VILLAGE O Y Y 11� ASSESSOR'S MAP & LOTA05 9�"
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY S?>b
LEACHING FACILITY: (type) �o r�� r-c�or S (siie) 1 O /X old a
NO.OF BEDROOMS ' y
BUII DER R OWNER
PERMIT DATE: ' `v COMPLIANCE DATE: o
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
�, 5 r?
���� Cs
4 A. ..?T- ; n. Fee Ion
G% -Entered in computer:
THE COMMONWEALTH OF MASSAGKUSE_vt*—``-"Zi' f -:
Yes
,� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSE3j "
Y. Yication for Xigposml 6 ztem Congtruction Permit
A plication for a Permit to Construct )Repair( )Upgrade( ),Abandon( ) El Complete System ElIndividual.Components
;A.
-; ocation Address or Lot No. L c-lr Owner's Name,Address and Tel.No.
fib.
Assessor's Mzp/Parcel-
Install'er's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
, ' J. DOYLE & ASSOC.
r -:erbury Lane
mouth, MA 02536
Type of Building: 0-2 5 3 4
Dwel" No.of Bedrooms A Lot Size M'R,o''(4 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
r f Other Fixtures
Design Flow 4q0 gallons per day. Calculated daily flow gallons.
Plan Date lkucr.. 3. \9q9 Number of sheets Revision Date
Title S%r C Tom`a a pF Lug.. `�tt _%n d sTCR,ytLLE
Size of Septic Tank 1 n,00 C�A►io)6A Type of S.A.S.:Sian 11r-m,�—tog- "IAt]�kLA
Description of Soil SG 7 socm RAISA 5smL_ Lusi
f..
L.
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 Certifi-
cate of Compliance has,been is ued hi Board of eal -
Signed i C. Date `�"d! -
Application approved by1.,.
Application Disapproved for the olloAg reasons
Permit No. t f - s— Date Issued
----------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of (Compliance
THIS IS TO CERTIFY. that thee\On-site Se age Disposal System Constructed(�)Repaired( )Upgraded( )
Abandoned( )by .n 7`t A L= +
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal stem Construction Permit No. dated
Installer Designer A .., �^
The issuance of this p �' 't sh 1 not b construed as a guarantee that the s, to ,.will funct'on�sEde ign�ec �
Date Inspector 6 A U
— � --------------------------
No. Fee f�� .�
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Digpogar *pgtem Congtruction Permit
Permission is hereby granted to Construct(y)Repair( )Upgrade( )Abandon( )
System located at L
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. ,1
.Provided: Construction 1 be completed within three years of the date off pej /J
Date: 1,129 Approved by v
/ .
'
/ i |
� .
'
i - | if
6TER BATH
DVING ROOM
WA"LN
it
| |
! .
«
| '
{
� / |
� !
!
�
| unmy. Uu
| -10
| |
11-2
2 CAR GARAGE
KITCHEN
EAST BAY BUI
| /
! . '
-
! �
|
! |
' ]
�
� ! -
| c
�---------�----�----------------------_�—� -__Ll-1 //
| ----'----=----------� |
�
-
'
'
-
Town of Barnstable P# /
Department of Health,Safety,and Environmental Services
r
IN Public Health Division Date
367 Main Street,Hyannis MA 02601
R RARN3rABLE,nr .tr
Ass P �
w� t
'0fen 3� Date Scheduled 1 �-q I JCJ Time ' 100 Fee Pd.�. tom,LO
r
S61il3Suit4bility Assessment for Sewage Disposal
Performed By: S.�B�T F� Witnessed By: "TL. 'r 5AR1L\/
LOCATIQN +& GENERAL INFORMATION
Location Address Owner's Name
Ue /6C So . �ip��L� TZw4b,
Address
Assessor's Map/Parcel: 1&V S`Iti Engineer's Name STEPHEN J. DOYLE & ASSOC,.
NEW CONSTRUCTION l REPAIR Telephone# 42 Canterbury La e
Y East Fa 02536
• 1, �- ;r `v Tele h ne''� 5.0$/540-2534
Land'Use a J�[%A► °' Slopes(%) < 'Z Surface Stones "
1100
� t,._: tply.'.
'Distances Boni: .Open Water Body' '{� b _ft Possible Wet Area> t ft Drinking Water Welly ft
Pr
Drainage Way operty Line t' '�Z.�t'' `ft r Other
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
r
114
Ler4' A
Zq�o'f4
40
VV —10 0-
1 Ivor
88
So• cwwt V1 Q oA,p
Parent material(geologic) Depth to Bedrock V& A
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face
Estimated Seasonal High Groundwater ♦<��
.
b t�E NATION.EDP SEASONAL M WAT'E12'JCAI3t;
Method Used: ` AXPC-�
Depth Observed standing in obs.hole: b in. Depth to soil mottles: 1.% in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment 1► ft.
Index Well# .Reading Date:_ Index Well lev I __ Arlj.factor_ Adj.Groundw er Level_
PERC3LATION TEST pate Time >j
Observation
Hole# 1 Z Time at 9"
Depth of Perc q0a AV Time at 6"
Start Pre-soak Time @ ltzj Time(9"-6")
End Pre-soak ly p.13l4 TO
Rate Min./Inch AMU VLATS
Site Suitability Assessment: Site Passed_ Site Failed: Additional Testing Needed(YN)
Original: Public Health Division Observation Hole Data To Be Completed on Back j
Copy:: Applicant , i
DEEP OBSERVATION HOLE LOG Hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
(in.) Mottling Surface (USDA) (Munsell) (Structure,Stones,Boulderes.
Consistencv.%Gra eli
OK-, 50 A w�P, L.voyG 1' ;b
e Zhu L S 10 2 ��4 a �-cL.At3�
t a,
DEEP OIBSERVATION HOLE LOG Hole#.
Depth from Soil Horizon I Soil Texture Soil Color S.oill- f j Other
Surface(in.) I (USDA) (Munsell) Mottling (Structure,Stones Boulderes.
.Con i tenc %Gravel
L04n . ,,N o S.6ur-
g yZ�•, '� LS 1aytL 6/4 r4
zs 1. ,14!a fix:t 5� C.0�
y
H
N.H.
EPJJ� RVTIOO
Depth from Soil Horizon Soil Texture . Soil Color -• Soil' -Other
Surface(in) (USDA) (Mansell) Mottling (Structure,Stones,Boulderes.
Consistency,%Gravel
DEEP OBSERVAT�ON,HOIE�.OG y Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) _�� .(Muns'ell) Mottling (Structure,Stones,Boulderes.
Consistency.%Gravel)
+ r e
-- Flood-Insurance Rate-Map:
Above;500 year flood boundary No_ Yes ✓ .;"i
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 per vio s material exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material? yi
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environinental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in 310 CMR 15.017.
Signature �� Date B-Z-'�q
ice
41
< z O IFT-1 I T---j -VAT l%-'T rr .. z
> I'
TOP FOUND. EL 4 cr• '' ,• . '.
. . c�--- N\�x . GovEtt:._. OKrdtc.... ..Svs •��•n __._G.ot•.tiTYsu21.1cs: �'` t sk � ,
I \
r
•••' -+�`R.L- S__L �..V - - - f , A,w > l {' E�`a ''�� ,,n'"si � �` s�.,r� -'- I. '�'. . I,' ,`\
•.,; •'. F? water \YF C .. ,I . ' - �e
INV. EL 7
1,11
YY:n y�r"r��.'C4 �1 sd v� ♦C
r LEVEL
------� % yjw s t .fi 9 - `
FLOW UNI: 2 MIN. - 1 8 TO 1 2 WASHED STONE
4„'P�R�OttA3 E'Y YYC:'�xa�CCsiG��lcolRt w w w
14" INV. EL, As 7- USGS LOCUS MAP • ,
lo' N1q.A -A9,UWID mm SUW maple
\\
i
INFILTRATOR � e
I
INV. EL. 43.� + ,. � EFF. DEPTH ,,A':
INV. EL. �3•0 3/4 - 1 1/2 WASHED TONE < < �f' �• O \`
4
INV. EL. -Az.$_ l0 1=L.40%,1 Qom. ,
-' 4e maple• �� `\
S.A.S. _ 0 LONG x 10 WIDE x Z EFF. DEPTH
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK PRECAST REINFORCED CONCRETE WITH HIGH CAPACITY INFILTRATOR CHAMBERS
DISTRIBUTION BOX
5 \
MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) ,-'I- :r4to40�I `
INSTALL ON A LEVEL. BASE 1
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND MINIMUM WALL THICKNESS = 2"
SHALL EXTEND A MINIMUM OF 8" ABOVE THE FLOW LINE
OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE MINIMUM INSIDE DIMENSION 12
SEPTIC TANK•LOCATED DIRECTLY UNDER THE CLEAN--OUT a
maple
MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR OTHER AND AT 2" MINIMUM BELOW INLET INVERT. ;,� `'
MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX �o VrAt I<If
•�• va• maple
OUTLET PIPE. SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING
THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION -
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE LINE INVERT AFTER ALL LINES HAVE BEEN SEALED 1N PLACE. oe rF
ON A LE1IE1. STABLE BASE THAT HAS BEEN MECHANICALLY INVERT ADJUSTMENTS SHAtI MADE BY FILLINGMA1H DURABLE Leo ;' •- . .� _,,maple /
COMPACTED AND ON TO WHICH SIX INCHES Of CRUSHED STONE AND NON-DEFORMABL.E MATERIAL PERMANENTLYASTEND TO THE o� - /
HAS BEEN PLACED TO ENSURE STABILITY AND 70 PREVENT LINE 'OR RECONSTRUCTING THE LINES UN11L ALL INVERTS ARE OF R `� ' . • 'v' ;: `
SETTLING. EQUAL ELEVATION. �� ' : • ` `. / '�'
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 .
THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE '- ' ' /•
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS
� A
PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND
OUTLET TEES.
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFIFLE.
29,323 sq.ft.
•
cl
�\S S N BM: TOP STAKE EL. 47.0
SR DATUM, NGVD sstp
1 °°
' GENERAL CONSTRUCTION NOTES
4(0
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 I C�
AND THE TOWN OF -IEAumsrazi RULES AND REGULATIONS FOR lu
THE SUBSURFACE DISPOSAL OF SEWAGE. A� , 0 Existing Dwelling
•
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE-ACCESSIBLE
WITHIN SIX INCHES.OF FINISH GRADE WITH ANY REMAINING ACCESS maple
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF f \ 4
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10
OF DRIVES OR PARKING. H-20 LOADING SHALL: BE USED UNDER OR WITHIN
10' OF DRIVES OR PARKING UNLESS NOTED. 's-
4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL 9900• �� \ ��
SITE UTILITIES PRIOR TO ANY EXCAVATION.
N .
5. SEWER PIPES SHALL BE r SCHEDULE 44 PVC LAID AT 0.02 SLOPE. 1500 gallon o l ,�Sep/tank O
X Orot
6. ANY MASONRY UNITS USED. TO BRING COVERS TO GRADE SHALL BE d/b\ Z /
MORTARED IN PLACE.
ZONING DISTRICT; RC �9T0� CA ;•s, ' °�o^ �j�•
OVERLAY DISTRICT: AP
7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. • '_qs-- s� ,
s
• '' BUILDING SETBACKS: •qs �y i0 � �` 'q ep
FRONT 20 S/'o2 40
REAR AND SIDE 10' y�
FEMA DATA: ti -
LOCUS DOES NOT LIE IN A FLOOD HAZARD ZONE. ti '
REFERENCE MAP:
SOIL OBSERVATION DATA: CAPE COD ASSESSORS DATA: '
WATER TABLE CONTOURS MAP 165/97 Y.
AND REFERENCE DEED: 7981 288 '
TEST DATE �_Zti-qA PUBLIC WATER SUPPLY
WELLHEAD PROTECTION AREAS
s SOIL EVALUATOR SEPMA IER 1"5 5 �
�
WAIM RESOURCES OFFICE DESIGN DATA: 5
B.O.H. AGENT Ea + n, I CAPE Coo COMMISSION SO
EXCAVATOR STRUCTURE 1 S7v�1c..u.�uc.:- -4 �°c ooa '
TYPE NO. BEDROOMS GARBAGE DISPOSAL
PERC L Z ATE A\"• \t.LLkl _ _ �t��`O�r' .t ' 1ERf � OF M,�.�'
DESIGN FLOW A %k c) A C> c,�P r_o .�'��hl 0 TI=PHEN
GRAPHIC SCALE
LE WILLIAM
4Ng ' NO.37559 0 LIEBERMAN v'r
rl, 47.•'I U fit• aL•d ti 20 0 10 20 40 80 0 f p� v No. 239/1 O j
1. t e A 3•S SL \o♦{L'3 S O i �a•` f3Sid� ��, �,�FG1
A s y 1 $� a 1 7 r a P! �� SUReE o�•f sT NV•� �\
SEPTIC TANK -44t� y. Zoos' - e Lim \!'o ",kw*k
�aa SSIONAIji' v J
-g LS \oyA �'q�t1 �S \oya• �/qzg� ( 1r1 FEET
i inch = 20 fL
C. C. LEACHING FACILITY X. a�.a -?Ao
IA � —� p Z..A_N' vi E W S I'T E P LAN O F LAN D
41 \h '= 400
IN
I� (400}-oo) x o•`tA — 444 ��,�-r��a���n,.1 OSTERVILLE, MA
izo 17-0 Depicting The Proposed Dwelling on Lot "A"
Date: March 15, 2000 Scale: As Shown
Prepared By:
Stephen J. Doyle and Associates
42 Canterbury Lane, East Falmouth, Massachusetts 02536
Telephone: 508/540-2534
--- --- - -- - --- - ------------- -- - - --- --