HomeMy WebLinkAbout0069 WILLOW STREET - Health 69"Wi l low Street
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�'�M r'*;::'►°:. sir
156-002 West Barnstable
Page 1 of 1
Miorandi, Donna
From: darren meyer[dmeyer369@comcast.net]
Sent: Tuesday, October 21, 2014 9:52 AM
To: Miorandi, Donna
Subject: Fwd: 69 Willow Street, W. Barnstable, MA
Follow Up to email sent on Friday.
Thanks Donna.
Begin forwarded message:
From: darren meyer <dmeyer369 -comcast.net>
Subject: 69 Willow Street, W. Barnstable, MA
Date: October 17, 2014 at 9:41:46 AM EDT
To: Donna Miorandi <Donna.Miorandi(a-town.barnstable.ma.us>
Hi Donna,
Just checking in to see if a perc test would be required at 69 Willow Street, W.
Barnstable. There are 2 buildings on the property, one is in failure, the other had a new
3BR system installed in 2005, Down Cape did the engineering and the percolation testing.
Our plan is to add to the existing system to accommodate the 2nd building. There are 3.17
acres of land, so land area is not an issue. We will draw up plans showing a new tank and
a proposal to expand current leaching to accommodate the bedrooms from the 2nd
building.
Let me know how you would like us to proceed with the soil information.
Thank you.
Darren
10/21/2014
TOWN OF BARNSTABLE
LOCATION Sq SEWAGE # C
VILLAGE U'i ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. M
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: �,5' COMPLIANCE DATE: 7 �
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 Faci 'ty(If any wetlands exist
within 300 fee f leaching c' ty) Feet
Furnished by
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a y
64 a
a
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5
UL-22-2005 01 :00 PM DOWN CAPE ENGINEERING 508 362 9880 P. 01
• Town of Barnstable
' Regulatory Services
i
Thomas F. Geiler, Director
sNAM • Public Health Division
103¢ • Thomas McKean, Director
200 Main Street,Hyannis, MA 02601
Office: 508-862.4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: Sewage Permit# Assessor's MapTarcel
Designer: W t / w,4 Installer: �-
Address: IJ0. Address:
On was issued a permit to install a
(date) Q ta//(ins er)
/ septic system at / W I //OVJ VT_ W'`6 based on a design drawn by
(address)
dated V
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
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. Plan revision or
certified as-built by designer to follow.
"OF
DANIEL
(Installer' a e) OJqLA
040980
(Designer's 51gnatu e) (A i s tamp Here)
PLEASE RETURN TO BARNSTA LE P BLIC HEALTH DIVI3 ON C RTIFICATE OF
COMPLIANCE WILL NQT BE ISSUED UNTIL BOTH THIS FO AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTA LE PUBLIC HEALTH DIVISION; THANK YOU,
Q; Health/Scptic/Designer Certification Form 3-26-04.doc
No. 2 O d,;-- 3 Fee ✓"
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
Zipprication for Migoaf *paem Construction i3ermit
Application for a Permit to Construct 04 Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components
Location Address or Lot No.6q t t./iUo&, y Owner's Name,Address and Tel.No.
Assessor's Map/Parcel
6 - 6q /Zlfftv�s t,��
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building: LC
ryDwelling No.of Bedroom ` of Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 1150,41 Type of S.A.S.Q-!00 Qqgfts
Description of Soil
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 a mental Code and not to place the system in operation until a Certifi-
cate of Compliance has been iss a by is and
Signed Date 7 �Sy
Application Approved by Date ?(f-OT
Application Disapproved for the following reasons
Permit No. 0U _— Date Issued 7—�LOJ' -
---------------------------------------
OdS kd ` Fee /✓"
'` Entered in computer:
bel
HE COMMONWEALTH OF MASSACHUSETTS "Yes
'PUBLIC HEALTH- VISION VISION -TOWN OF BARNSTABLE., MASSACHUSE17S
Zipprication for -Miop'aaf .6pgtem Conaruction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.6Q wl Uoe,_� $T' Owner's Name,Address and Tel.No.
II r
Assessor'sMap/Parcel
/56 - & E G,q t,114wc v5< cam,
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
133q MR1ly 9. *W70
Type of Building: 2 o f- 4.
Dwelling No.of Bedrooms��Gf� Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets ' Revision Date
,. Title
Size of Septic Tank /,ev'' r Type of S.A.S. L..SGU ja�5
Description of Soil
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 101 t e nv'f ental Code and not to place the system in operation until a Certifi-
cate of Compliance has been is by- s
Signed a Date 7Y'0`r ;
Application Approved by t2 -'Date`
Application Disapproved for the following reasons J# �
Permit No. Date Issued 7"
—————————————————----------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of (Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(U)Repaired( )Upgraded( )
Abandoned( )by R1AN.&T7&—'_
at 0 GcJltlac,., !i L44 09AAl, has been constructed in accordance
with the provisions of Tide and the for Disposal System Construction Permit No.a20b r 3 3 V dated
Q
Installer ,4� / /lxUT7L Designer �rV
Y
The issuance of this perrm7it shall,, bt be construed as a guarantee that,the systemw '.o 11 n n as designed.
Date / cz`10 Inspecllter_.
---------------------------------------
No. U 6 Ste' 771/ Fee ��O
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
i
lwigpogar *pgtem Congtructiott Vermit
Permission is hereby anted to Construct(Lf)Repair( )Upgrade( )Abandon( )
System located at 6a 6_ /1-1043 6T . Zy, A94,4/
i
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 o this a 't.
Date:_ Or
Approved by
RECEIVE i-
I 'I'own of Barnstable P# D
SEP 1 2 2003
Department of Regulatory Services
OF BARNSTABLE Public Health Division Date 63
-ALTH DEPT.
200 Main-Street,Hyannis MA 02601 p
aAstverAet�, t Fee Pd.
„Asa / (
t•.: '
"rF&6 Date Scheduled i`21 U•3 Time •A
Soil Suitabilit""A smeni fo'r Sewage Disposal
Perforated By: &04144.fr 00WN641t Witnessed By:
LOCATION & GENERAL INFORMATION
+: Owner's Name -1-he, t`_ t.x A/�X
Location Address`J,�`C�it��o�� _�
tc l Address
Assessor's Map/Parcel: r Engineer's Name
NEW CONSTRUCTION REPAIR �_' 1 , Tel
Land Use .e� � Slopes(°/D) Q `—`�� � Surface Stones t
; t." ,
Distances from: Open Water Body ft Possible Wet Area y ft Drinking Water Weli 1G 6%,
ft
ti
Drainage Way ft Property Line
��. . • ft Other ft
SKETCH:(s,
a
_ 066-328 tNErtoux
69 WILLOW S1.W.6ARNS1A6LE
SCALE 1'= 40• 8/16/03
4
S E t 150
04
r�OV� + BENCH PA L.CORNER 0
E P MP
CONC.PAD.
EL. 42.7
2d 25
27
1629
g4
0- /* /
36,1 {
9 16'W /
� 0. L t c,
R 1 MAPL �Q
d3 0
RE—CEI t eye
q`iiisss��� /
SEP 1 2 2003 �
Fq�p
,M1
TOWN OF BARNSTABLE
HEALTH DEPT. /
Parent material(geologic) /Vd/19h0Vf_ Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face
Estimated Seasonal High Groundwater PF 4i m;-L
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: in.
Depth Observed standing in obs.hole: in. Depth to soil mottles: --ft
Depth to weeping from side of obs.hole: -_ in. Groundwater Adjustment
Index Well# Reading Date: Index Well level Adj.factor Adj,Groundwater Level
PERCOLATION TEST Date Time—ad—Al
Observation
Hole# Time at 9" _
Depth of Perc Time at 6"
Start Pre-soak Time @ Z y 1/►) Time(9"6")
End Pre-soak oe-
Rate Min./Inch ''
Site Suitability Assessment: 'Site Pas"sed'�— Site Failed: Additional Testing Needed`(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-------
Q:HEALTH/W P/PERCFORM
DEEP OBSERVATION HOLE LOG dole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) I (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency %Graven
S. /0yxllL
l- W /3 G.,s �� Y12s4
2.5"ys-A,
1.7
DEEP OBSERVATION HOLE LOG Hold#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency.%Gravel)
0-6 01* z.sy Z
t9 -y8 3 5-,If Lc g4m /oy2
ez �/� Sa.>ti� 2.SY%y
DEEP OB'SERVATIQ`N HOLl LOG Dole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency.%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency,° Gravel)
/o
Flood Insurance Rate 1 Iau:
Above 500 year flood boundary No Yes kk ' `J
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 pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? -A�
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on QZG (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in 31O"CMR 15,017:
Signature : Date
Q:HEALTH/W P/PERCFORM
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lay -
ni
` BARN ;; EF' hi � PROFILE
LEGEND TOP FNDN. EL.44-5 TEST HOLE LAGS
r
.sl '•, ; SEPTIC DESIGN: (GARBAGE DISPOSER is NOT ALLOWED
ACCESS COVER 70 WlTHIN 6" OF FIN. GRADE (NOT TO SCALE)
,gam r 1 0.4 PROPOSED SPOT ELEVATION DESIGN FLOW: 2 BEDROOMS ( 110 GPD) = 220 GPD P.cl.Ess COVER (WATERTIGHT) 7o ARNE H. OJALA, PE
i ENGINEER:
4 * • 42.0 MINIMUM .75' OF COVER OVER PRECAST �� WITHIN 6" OF FIN. GRADE RTE 6A
n a USE A 220 GPD DESIGN FLOW -- �% SLOPE REQUIRED OVER SYSTEM 42.0' WITNESS: _ DONNA MIORANDI, IRS
100x0 EXISTING SPOT ELEVATION 2 = 440
SEPTIC TANK: 220 GPD (�) �� RUN PIPE LEVEL_ 2" DOUBLE WASHED PEASTONE DATE: 8/21/03
100
t PROPOSED CONTOUR 1500 �41 .5' FOR FIRST 2' \ < 2 MIN/INCH AN SAND
- USE A GALLON SEPTIC TANK PROPOSEDa500
3' MAX. PERC• RATE _
- LEACHING: GALLON TEE I m
r 100 EXISTING CONTOUR - 40.0 '2(22 + 8.83) 2 (.74) 91 _ TANk (Ha 39-0' CLASS SOILS P# 10.561aO 38.50'SIDES: - r'• LE �---
� 38.67'
22 x 8.83 (.74) = 14.3
LJC � C� C� C� OCD
f BOTTOM: 0 38. 1
SLOPE) y �_6" CRUSHED STONE OR MECHANICAL
TOTAL: 317 S•F. 234 GPD A COMPACTION. 1� 2-21 I � ELEV. ELEV.MIN ( `• _ [2]) o0 0 2' t J [-] 0 C] 0 o Q 36. 17' �] RAILROAD
' r USE (2) 500 GAL. LEACHING CHAMBERS WITH 2' STONE DEPTH OF FLOW = `+ 9 a 1 �/
SLOPE) (�. SLOPE) O" 42.0' 0" 38.5
TEE s1zEs 3/4" TO 1 1/2" DOUBLE WASHED STONE 0 & A 0&A
AT SIDES AND 2.5' AT ENDS INLET DEPTH _
LS UNSUIT. SL UNSUIT.
u OUTLET DEPTH = 14
r 6" 10YR 5/2 6" 2.5Y a/2 LOCATION MAP NTS
DOUSE FOUNDATION- 1 4' SEPTIC TANK. - 12" C1' BOX LEACHING 1 >.67' B B
a , FACALITY I
LS UNSUIT SILT LOAM urtsulT. ASSESSORS MAP 156 PARCEL 2
BOARD OF HEALTH 24" 10YR 5/6 10YR 4/3
ZONING DISTRICT: RF
48" YARD SETBACKS:
:
. - APPROVED DATE NA BOT. TH 2 EL. 23.5' LS FRONT = 30'
UNSUIT. _
�i
REAR
= 155
uNsulr. PLAN REF.
SILT LOAM
/
�Am uNsulr. FLOOD ZONE: C & A3 EL 11
10YR 4 3
120' 3� 0' 30.50'
2.5Y 5/4 96"
N f•,,.Fx C?
iw} C3
MED/COS
: �-.a .. . MED iC05
t
25Y 7/4 2.5Y 7/4 I
192" 26.0' 180 23.50'
NO WA1ER ENCOUNTERED
3
' NOTES:
1 . DATUM IS APPROX. NGVD
G¢ S NOT AVAILABLE r..
2. MUNICIPAL WATER I,,
3. MINIMUM PIPE PITCH TO BE 1/5" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT. I
a
': m 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
�.` ENVIRONMENTAL CODE TITLE V: j
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
l USED FOR LOT LINE STAKING•
z
z -4" P
n
WELL
8. COMPONENTS NOTTO BEBOACKFILLED OR CONCEALED WITHOUT
` 14 +„ tJ , i - ".a . .dia. INSPECTION BY F�UARD OF HEALTH 4wt)_ PEllt ;liSiGl} G�sT�It'l�ct') s: Ipt c.a..
1T`�c --L/� �- MCA aiU 'N \ / r KIJNi l7llLil�V lJr ritrkLI r-1 s_ + rt
F _[/ .
j 10. CONTRACTOR SHALL BE RESPONSIBLE "FOR VERIFYING THE
SHED 1' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
eft+ • ,�•, �` /- �/ TO COMMENCEMENT OF WORK.
WELL PUMP HSE I 1 BENCH MARK - CORNER O /
: TITLE S - SITE PL AN
CONC. PAD. EL. = 42.7 /
�1 r1y / 69 WILLOW STREET
��r.�, , !n ! `' 7••r, X. /
+y� 1
71
b `� f C
27 CONC. CURE \ i / IN THE TOWN OF:
y / / I1� /
(WEST) AR ETA
�.��-�` ./• � ��'����� � / ;\. -.03} I \��' PREPARED FOR:
32 �. � ALEXANDER THEROUX
1q 14" TREE
m A 3�r FRUIT TREE"� h^ 3� ��: 40 o 40 80 120
un
1 ' 40' SEPTEMBER 10, 2003
�r�,. 40 SHEr, SCALE: DATE:
-, 16" WILLOW
�F4r•,... i(1 TH, !.. t� /� REV 4/11/04 (MOVE BARN)
36" TREE av
t� ` I i' REV 5/4/04 (MOVE BARN)
Tri !�~ ARNE H�s�
OJALA T
D. . CIVIL m
N 307H2
s ty
A 40
.QJAL � S DATE
< d 7 \ • _
�Y{
u�, . ' •r �- `�' REMOVAL OF UNSUITABLE SOIL REOUIPED -
AROUND PERIM��,ER OF LEACHING FACILITY.
OWN TO SUITABLE SOI1L LAYER t'TC
"'"' +•' MEDiCOARSE ;AND). REPLACE WITH CLEAN
MED. SAND. ENGINEER TO INSPECT AND /
�
C'E TiFY REMOVAL
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'• s•s,_Y.. ! EXIST WELL
off 508-362-4541
fox 508 362-9880
u} down cape en ineerin Inc,
raw
CIVIL ENGINEERS
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` AIrA � L_>�ND SURVEYORS
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SAAit � MA 02668939 rlain st, yarrlouth, rna 02675
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