HomeMy WebLinkAbout0165 ANNABLE POINT ROAD - Health JIF16P
5 Annable.Point Road3°` �.
A=211 -004
Centerville
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yers
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ftplitatlon for Misposal 6pstem ConstrUttion 3pPrmit
Application for a Permit to Construct( ) Repair( ) Upgrade(K) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 164 ANNABLE POINT ROAD Owner's Name,Address,and Tel.No. 617-594-4677
Assessor's Map/Paccel 211014 TOM FISHER, 164 ANNABLE POINT ROAD
Ataller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 598-778-8919
Wck C►�Z?( 5ba BSC GROUP, INC. 349 RT. 28, W. YARMOUTH
Type of Build' g:
Dwelling No.of Bedrooms 3 Lot Size 25,640 sq.ft. Garbage Grinder(NOTE
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 333 gpd
_ Plan Date 12-12-19 Number of sheets 2 Revision Date
Title SEPTIC UPGRADE PLAN, 164 ANNABLE POINT ROAD, CENTERVILLE
Size of Septic Tank 1,500 + 500 Type of S.A.S. LEACHING FIELD
Description of Soil SEE PLAN
Nature of Repairs or Alterations(Answer when applicable)
REPLACE ENTIRE SYSTEM
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.
Signe Date
Application Approved by Date 1 -
Application Disapproved b V Date
for the following reasons
Permit No.znzo— e)Z6 Date Issued 4/09/Z.az..0
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# THE C,. MMONWEALTH OF MASSACHUSETTS Entered in computer: �
PUBLIC HEALTH,DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Tipplication for IDispoBal'bpBtem Construction 3perm t
Application for a Permit to Construct( ) Repair( ) Upgrade O Abandon( ) ❑Complete System ❑Individual Components
A"
Location Address or Lot No. 164 ANNABLE POINT R Of ner`'s Name,Address,and Tel.No. 617-594-467 7
Assessor'sMap/Parcel 211014 TOM FISHER, 164, ANNtA$LE ifQ)iNT ROAD
Installer's Name,Address,and Tel.No. Designer's Name,Addres"s_and,TeltNo.^ 598-778_89 h9
G1Nf�p1 tl ' j BSC GROUP, INC. 341j1R., 2&. W YAV_b
1y'pe4 Building: - s
I 3 25 640 N E
Dwelling No.of Bedrooms Lot Size , sq.fl., Garbage Grinde (
\ Other Type of Building No.of Persons j�°T�,J'Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min equired)� 830 gpd Design flow provided 333 gpd
_-:.,Plain- Date1-1 Number of sheets 2 Revision Date
SEPTIC+ UPGRADE PLAN, 164 ANNABLE t'
' 'Title k zf t POINT RHAD, CENTERVILLE ,
Size of Septic Tank . 1, j4 + 500 Type of S.A.S. LEACHING FIELD
Description of Soil - SEE PLAN
f4
Nature of Repairs or Alterations(Answer when applicable)
`. Ri-Ba6E ENTTRE/ISYSTEM , -'" `•
yfle[ r
i
. Datb ast inspected: #f /Ij
"--- Agreement: O "
The undersigned agrees to ensure the constru�cto and'maintenance•of the afore.described on-site sewage disposal(system'in;
accordance with the provisions of Title 5 of the Environmental Code d not to place the system in operation until a Certificate of .
Compliance has been issued by this Bo�Lfleallh.
Signed Date
t, Application Approved by _.,.f lea- j^'' "..'.`",, i 1 Date "7-
Application Disapproved byl!� _� *~ Date
for the following reasons
Permit No.207-1)-- 0 2-6 Date Issued 2//0/ZIV
N.
-- _ -- -------------------------------- -- ---------- - -------------------=------ -
THE COMMONWEALTH OF MASSACHUSETTS -
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(g )
Abandoned( )by
at,; 184 ANNABLE POINT ROAR has been constructed in accordance l"
wtth the provisions of Title 5 and the for Disposal System Construction Permit No.;707--,O- dated 7_1I 1?!49_'.
Installer f !�Q Designer
#bedrooms Approved design flow 330 gpd-
The issuance of this permit shall Jn6t be codstrued as a guarantee that the system will fi�mctiom as designee.,,`
Date �M Inspector
- o
-
No - - - - - - - -- ------Fee�A
. 0>�Q - -0 - - - - --
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THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( g) Abandon( )
System located at 164 ANNABLE POINT ROAD
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
i,
Title 5 and the following local provisions or special conditions.
t
Provided:Construction must be completed within three years of the date of this permit. _
Date O ?A 7 0 Approved by `�•.'�---""�`.-��-�
1
Town of Barnstable
'Regulatory Services
Richard V. Scali,Interim Director
• L►aAWeeLe.
Public Health Division
�Enr " Thomas McKean,Director
200 Main.Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certificatiorf Form
Dates 5113 kO Sewage Permit# Assessor's Map\Parcel .09. ( 41 y
SG E� meere4 vlc.
Designer: � d�� Installer: 5 �XLowo�'t� VC,
Address: 2 8 y Crcn�oe.rr a way �I zee Acj VI y N.� y . Address:
Ea54 Ware V%awn
F N�k 62 53 M kX—e
On D,l0- ,)DdQ trL. cjk�f� was issued a permit to install a
(date) 1(in.Istaller)
septic system at M Ann(ILLI C P61r G14 based on a design drawn by
(address)
BY, crrova dated l jb"?/ 17
(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. Strip out (if required) was inspected and the soils
were found satisfactory.
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. Strip out`(if required) was inspected and the soils
, / were found satisfactory.
V I certify that the system referenced above was constructed i iance with the terms
of the IAA approval letters (if applicable) I"OF Mgssq�y R
JOHN L
CHURCHILL JR
(Insjenature)
CMt
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(Dgnature (Affix De p Here)PL SE TO ARNSTABLE PUBLIC HEALTH D SION. 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:\Septic\Designer Certification Form Rev 8-'14-13.doc
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�+' C TOWN OF BARNSTABLE 1 , 0()'--1 k
LOCATION /GS AW&ABEt/ 'pe7,nf RD SEWAGE #
VILLAGELf/JltrV, 1,�
ASSESSOR'S MAP LOT
INSTALLER'S NAME St PHONE NO. A & B CANCO 775-6264
7-„ r
SEPTIC TANK CAPACITY 1000 G'� Tgk/�t ��lf�' :1 72
LEACHING FACILITY:(type) e�i7� (size) too
i
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER-OR OWNER fj,,QA Pi'-rSC/J�T
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED: / 7
VARIANCE GRANTED: Yes No
�� /�� - �' /63"
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LOCP`" �unable Point Road SEWAGE PERMIT N0.
165
('e--te—HIh-, MA-2 02632 noq
A & ;k CESSPOOL SERVICE
128�'BI OPS--T"ERRACE, HYANNIS, MA 02601
44.. 7,
BUILDER OR OWNER
Roy Prescott
165 Anna.rl p Pni nt. Rnad�CQnt.ervi 1 l a, MA 011632
DATE PERMIT ISSUED 4 i
DATE COMPL -L�;ED
3+Bedroom/single Dwelling
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Town of Barnstable
p O- Fox 534
Fimz
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH A4 J� 711
..........I.UwY1...................OF. .b. ��.... / v�
Appliration for Eliivuaal Workii,,�C/ omitrurttun "anti#
Application is,hereby made for a Permit to Construct (.*)$f Repair (*) an Individual Sewage Disposal
System at: I 1'
............. ..................................................................................................
Location-Address q� t No.
' ��0.1�'j �_.A............... 165- nns e�t�s _ k�±�.t C�rz sr-y�
- -------------------
nn T� Owner M ••Addre J�
a R� Caries. ......................... ..saSO 1'(,47YJ �r � �6�.�i�C/l�GtterTf�t------...........--
Installer Address
Q Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms................................ .....Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( )
a' Other fixtures -------------------------------- .
W Design Flow............................................gallons per person per day. Total daily flow----........................................gallons.
WSeptic Tank—Liquid capacity------------gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No---------_--------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
�-' Percolation Test Results Performed by.......................................................................... Date......................................
Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water--___--_____-_-__---.-.
Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water-.-___----___-__._---.--
---•------------------------- ------------•-•-•-------•------•-•---•---•----•-•--•-•-•-•••--••---•----.......-----••-••----...--•--•......•--••---------•-•-.
ODescription of Soil........................................................................................................................................................................
x
c.,
W ---------------------------------------------------------------------------- ---•-------•--••••--•-• ---•--••-- ---------------- --------------------------------•----
V Nature of Re airs or Alterati s—Answer when applicable.Mi.k 4__(a4Q �Q_9( _b-&A.1__.6 .Qal. -_-.
"ir
u ...6001cd--. ..............................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iT T i, y g g p y of the State Sanitary Code—The undersigned further agrees not to lace the system in
operation until a Certificate of Compliance has been issued by the board of health. p
Signed 1 �A'!? �-------•--•----••------------- ----5 r 8.ffe.--------
r Date
Application Approved By-•-•-•--•--•-i ......... ... ---------•-•-•-------•------•--- ------•.---..+c�
Date
Application Disapproved for the following reasons---------------------------------------------------- ...........................................................
...............................-.........................................................................................................................................................................
Date
Permit No.----. Issued................................•.......................
Date
T' E COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
........... ....... OF....................'.------•`-....... .-------------------------••---•-----•--.......•-
i
,���Iirtttilan gar �i��n�tt1 ,ark, C��n��rnr�inn '�rrnti�
Application is hereby madejfo'r a Permit to Construct ) for/Repair (-hr) an Individual Sewage Disposal
System at: I 1I
4
{� [ Location-Address _ or Lot No. II
Owner Address
r
Installer Address
d Type of Building � Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms................................ .....Expansion Attic ( ) Garbage Grinder ( )
�Z`L4 Other—Type T e of Building ............................ No. of ersons.........._......__..__.____ Showers —
,� yp g p ( ) Cafeteria ( )
Othertures ........---•-•--••-•--•......••---..._...•-----•-----•-•-••-----------•---•••-•--•--•-•-•-•-•--••---•-......•----•-
W, Design Flow......1....................................gallons per person per day. Total daily flow............................................gallons.
Wl Septic Tank—,Liquid capacity............gallons Length................ Width................ Diameter...------------- Depth...............
x 1 Disposal Trench.—No..................... Width.................... Total Length.................... Total leaching area----------:---------sq. ft.
t N ____________________ Diameter.__................. Depth below inlet.__................. Total leaching area.......__._.......sq. ft.
Z� SeepagePio
Other Distribution box ( ) Dosing tankPerco alai tion Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water____.-_.--._________-_--
rZ4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water._.___--____-----_•-_--.
Pi ---- ----------------- •---••--•••........-••--•---•-•-----•-•-....--------........._..----._...------•....-------•---••-••••----------••............-------
0 Description of Soil........................................................................................................................................................................
x
U ..........................-•-••--•--•-------••••......-•••-------••----------------•----------- -----•-------•-••-••---•---•-•---------•-•.............................................................
W
---•-----------------------------------------------------------------•---------------------------------------------------------------------------------------------------------------- ---------
U Nature of Repairs or Alterations—Answer,when applicable.—' ...._�____�_ t ' • i l"
-------•---- -----------•----
••--....: s 1• , i f
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TIT4.
p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
Signed.........-- = ' = .--
r
•-•-•--------------------------- -•••--------------------•-----•-
Application Approved BY �� . ........................................~ c�
Date
Application Disapproved for the following reasons:................................................................................................................
..................................
.......................................
..................................................................................................................................
--•--••-------
S�y/6 Date
Permit No.......? ------.... --!------------------------ Issued----------------------------------
mate
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
R"
..................'.......................OF...........t............................................................................
Trrfif iratr of Tomplianrr
THIS I TOrSER I� FY�That the Individual Sewage Disposal System constructed ( )-or Repaired (14 )
by..... C--�.....-•.........................--------- - ------------------------ .............................................
I.. 11
+++
--- ----...... r C.s-•�-��-.
has been installed in accordance with the provisions of TITIE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No............63_n.S.V,_...... dated-.----------------------------------------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.......................f-V._-.J.. I......�� ....-••••--•-•--•---.._ Inspector............ _0........................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
UD S 7 ...........................................OF........................
:..................... ..................................... —
No........................ FEE........................
Billposal rki�mitrnduan amit
Permissionis hereby granted.. . ...............�-----••••--•-•••••.....-••--•----••--•-------•.......------.....•--....................
,,-to Construct ( ) or Re it ( ) aye I idual Sewage•Di osal yst
at No. ' -1,_C? S �Lr,.2a Esc--1 (/1.c - . t
Street C' 5(
as shown on the application for Disposal Works Construction Permit N ..(�__... Dated..........................................
........................... ...' ............... -----------------•-----------------------
DATE
Board of Health
9....r.....--- -� ----------------------------•-•------
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
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USE GROUP BUILDER HOME OWNER I SERIAL No
PE/RA THIRD PARTY INSPECTION AGENCY
R3 MCNABOLA
CUSTOM HOMES TOM FISHER
CONST TYPE SITE PRODUCTION No
WOOD CENTERVILLE,MA
FRAME(VB) WEQUAQUET LAKE
DESIGNER REVISION
DWW 272 X 4B COLONIAL DATE
DATE , 10/1/2019
10/31/2019 FIRST FLOOR la 10/3/2019
SCALE 2 10/8/2019
AS NOTED
PAGE: ,,,WESTCHESTER MODULAR HOMES INC. 2a 10/9/2019
4 30 REAGANS MILL RD. WINGDALE,NY 12594 2d 10/17/2019
Tel (845)832-9400 Fax (845)832-6698 3b 10/30/2019
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USE GROUP HOME OWNER PE/RA THIRD PARTY INSPECTION AGENCY
R3 MCNABOLA
CUSTOM HOMES TOM FISHER
.ON T TYPE SITE PRODUCTION No
WOOD CENTERVILLE,MA
FRAME(VB) WEQUAQUET LAKE
DESIGNER REVISION
272X4,5 COLONIAL
DWW DATE
DATE 1 10/1/2019
10/31/2019 SECOND FLOOR 1a 10/3/2019
SCALE 2 10/8/2019
AS NOTED
PAGE: 1 t,WESTCHESTER MODULAR HOMES INC. 2a 10/9/2019
5 30 REAGANS MILL RD. WINGDALE,NY 12594 2d 10/17/2019
Tel (845)832-9400 Fax(845)832-6698 3b 1 013 0/2 01 9
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------------ ------- ------ -----------
LOCUS INFORMATION LOCUS
0
LAKE
_ ' CURRENT OWNER: THOMAS & LEANNE FISHER in WEQUAQUET
NOTE: 0-
TITLE REFERENCE: DEED BOOK 29456, PAGE 108 0
CONTRACTOR SHALL PUMP, CRUSH, FILL WITH SAND, AND z Ljj
71-
01,0011 00 ABANDON EXISTING SEPTIC FACILITIES IN ACCORDANCE PLAN REFERENCE: PLAN BOOK 126, PAGE 103 <
WITH TITLE 5. 0
N/F ><- z
PRESCOTT FAMILY INVESTMENT TRUST z
ASkSSORS MAP: 211 0 <
DEED BOOK 27933, PAGE 139 PARCEL: 014 0
ASSESSORS MAP 211 JOHNNY CAKE RD.
PARCEL 4 ZONING DISTRICT- RD-1
CV SETBACKS: FRONT 30'
X 05 MIL POLY BREAKOUT SIDE 10
38.2 LINERo
REAR 10' GREAT MARSH ROAD
oNly
TOP=39.1
T BOT=34.1 MINWUM LOT SIZE: 87,120± S.F. LOCUS MAP: NOT TO SCALE
Co EXISTING TOTAL LOT AREA: 25,640±S.F.
PROPOSED .0. NITROGEN SENSITIVE
LEAC14ING FIELD
ZONE: NOT A ZONE 11
15' X 30'
FEMA FLOOD
jiA OF A
16 N/F ZDNE DISTRICT- ZONE "X" & ZONE "X—OTHER"
ELLEN TERRA & JAMES CHILDS PANEL 25001CO561 J DATED 7-16-14
/* RIAN
�TYP.)=38.47 DEED BOOK 22501, PAGE 182
IIV
R.P.O.D. Y IA
OVERLAY DISTRICT.
ASSESSORS MAP 211
VIL
PARCEL 13 No 46206
00 % q3 X
ROPOS
c, / 1% . . ... . .". I
DIST. BOX
INV,
IN=38.68
O
INV. OUT=38.51
B RIAN G. YERGATIAN DATE
It
:. 0 PROPOSED ED, x 70-
9 160
PROFESSION
AL ENGINEER
"% , PROPOSED
DRYWELL
7so
BENCHMARK: 'TP .01
TOP OF CONCRETE BOUND a / \� f ./ %� o „�' * s
ELEVATION=45.9 (NAD 88) / \ ' / \
v EXISTING SHED' SEPTIC SYSTEM
TO BE REMOVED
%
96± S.F.
U PG-R-A-D E
0001,
is 36
PROP ED 37 OP(,11
�A-
/INSPEcTI ON P
N 43*33'06" W
1• 00e
'00
3.37' •0 ) 164 ANNABLE POINT RD.
IN
10.1 1 00000o��",?\\l
g- ---34—
PROPOSED
7
4ij
EXI SING PATIO
ra®, •
7
2,000 GALLON CENTERVILLE
UN ER DECK
PUMP CHAMBER
4�
TP#2 INV. IN=35.80
0 INV. OUT=35.80 MASSACHUSETTS
IN
412
BARNSTAB LE COUNTY
j,
;w
RNGLE--�FAMILY
/ �`V / D-BOX
38N / .8 SEP g_
4 —j I�- I�-1 I�-�i 3,11 18,,',-�j`,�\��, ',!]WELLING Y*Y X---- APPROXIMATE
LOCATION OF
A X. PROPOSED
_-39 0'1��,
D/° `a.. LEACHING AREA -�l , "" - . 0000,Np
"CRX' WL SPACE '3&D"*4�R- DECK
8'x28'
7 7
A;
A
000, SITE PLAN
z 41' ,
PROPOSED
1/ / � EXISTING /000,MIT
IGATION AREA 32—
PROPOSED 1 STORY 450±S.F.
000
SHALLOW
WOOD FRAME
s-
HOUSE #164
41
H-20 DRYWELL
F. FLOOR=37.8 DECEMBER 12, 2019
RIM EL=36.5 TOF=36.9
G,
PROPOSED
PROP
18" HIGH 4001)
41 7-7
3-8-8
CK POST MARKER
v
41
4- 'k,
w PIR )POSED
STRAW TTLES
W w
W
S S:ION
REMOVE & DISPOSE
EX. BIT. CONC. r � ' � � �s; \\ � / --� // NO. DATE DESC.
J EFFLUENT 1 1/24/20 ADD FLUENT FILTER
PIER, FLOAT & DOCK
PERMIT "ART-0081"
U OOC BOOK 7804-60
0R
ORCHFD
COG BOOK 19073-172
PO� XISTING
,-'EXISTING 0 SAND
BASKETBALL 0 0 BEACH
•
COURT FUTURE GARAGE 1.4'
624 S-F—
SLAB=:;'37.0 --36,
0
(o
A-,
1,967± S.F. EXISTI 4,(l
C'V
DECK / BUILDING
BE REMOVED .� � � , •� J
PREPARED FOR:
THOMAS FISHER
PROPOSED 164 ANNABLE POINT ROAD
PERVIOUS PATIO EXIS CENTERVILLE, MASS
FIRE PIT
TO 13E REMOVED OUTSIDEI / 617-594-4677
A' PROPOSED 0' BUFFER
FIRE PIT
0-50 •
110 0
• 9 B ROUP
448± S.F. REMOVAL 04.1 = 1,792± S.F. I / I HISTORIC HIGH WATER PER CAPE COD COMMISSION.
N/F 0 S.F. PROPOSED � wlw-
lo
lg!'
WEQUAQUET LAKE YACHT CLUB WOODED AREA ELEVATION 34.8 NGVD 1929 349 Route 28, Unit D
DEED BOOK 717 PAGE 478 I ELEVATION 33.8 NAD 88 - THIS PLAN W. Yarmouth, Massachusetts
,ASSESSORS MAP 211 02673A,
50-100 PARCEL 15 1 EXISTING
2,403± S.F. PROPOSED (DWELLING / DECK) A,• WOODED/AREA SAND BEAC11 508
L656,± S.F. REMOVAL (DWELLING / DECK / SHED) 2019 BSC Group, Inc.
747± S.F. NEW 03:1 = 2,241± S.F.
2,241± S.F. NEW - 1,792± S.F. = 450± S.F. MITIGATION REQUIRED SCALE: 1" = 10,
450± S.F. MITIGATION PROVIDED =NEW
0 5 10 20 nmT
GRAVEL WALK/DRIVE REMOVED 580± S.F.
�A.0
PROPOSED PATIO WALK 530± S.F. I--f% I FILE: 48905—SP-5.DWG
�y _ ' DWG. NO: 5679.03
SHEET 1 OF 2
V-A Y*1 JOB. NO: 48905.01
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SOIL TEST PIT DATA BUOYANCY CHECKS
NOT TO SCALE 2. 000 GALLON 2-COMPARTMENT SEPTIC TANK ., (H-2
NOT TO SCALE
D 2.000 GALLON PUMP CHAMBER
TEST PIT TP-1 TEST PIT TP-1 ONSITE SOIL EVALUATION LEGEN
GRD. EL. 37.8 GRD. EL. 37.8 GROUNDWATER ELEVATION = 33.8 FT NOTES RAISE INLET AND OUTLET COVERS TO
BOTTOM OF PUMP CHAMBER = 29.22 FT WITHIN 6" OF FINISHED GRADE. THE
F
SHGW EL. 33.8 SHGW EL. 33.8 DATE: MARCH 24, 2015 TOP OF PUMP CHAMBER = 36.55 FT 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RISERS SHALL BE 18* HDPE.
2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 777771 UNSUITABLE LOADING.
TEST BY- BSC GROUP, INC. v ,A VOL OF WATER DISPLACED BY PUMP CHAMBER = (33.8-29.22) FT X (11)(6) FT2 302.3 FT-'
A v ".A MATERIALS WEIGHT OF DISPLACED WATER = 302.3 FT' X 62.4 LBS/FT' = 18,864 LBS 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" CONC. COVER
A WITNESSED BY: DONNA MIORANDI v -,A (TO BE REMOVED) SHALL BE WATERTIGHT.
SANDY LOAM SANDY LOAM LICENSED SOIL EVALUATOR: KIERAN J. HEALY, PLS 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED
EL 36.3 10 3 2 17" EL 36.6 1 3 2 WEIGHT OF PUMP CHAMBER = 25,080 LBS (FROM SHOREY PRECAST CUT SHEET) WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK
PERCOLATION RATE: 4 MINS./INCH
14- WEIGHT OF SOIL OVER PUMP CHAMBER = (38.3-36.55) FT x (l 1)(6) Fra x 85 LBs/Fr3 = 9,818 LBS COVER.
PERCOLATION SUM OF DOWNWARD FORCES ACTING ON PUMP CHAMBER = 25,080 + 9,818 = 34,898 LBS
B SOIL CLASS: CLASS 1 TEST RANGE 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. ZABEL
COARSE SAND COARSE SAND L.T.A.R.: 0.74 GPD/S.F. EFFLUENT 6.
10 5/6 10YR 5/6 THE SUM OF THE DOWNWARD FORCES (34,898 LBS) ACTING ON THE PUMP CHAMBER IS GREATER THAN THE BUOYANT FORCE (18,864 LBS). FILTER
THEREFORE, THE PUMP CHAMBER WILL NOT FLOAT.
ESTIMATED
EL. 35.1 32" EL 32.3 30" SEASONAL HIGH 111-0"
Cl Cl SEASONAL HIGH GROUNDWATER GROUNDWATER •
10"
COARSE SAND COARSE SAND ADJUSTMENT
1 OYR 5/8 EL. 32.4 1 OYR 5/8 v OBSERVED r--------
1 OX-20% GRAVEL 10X-20X GRAVEL
EL 33.8 49- 6.4' - GROUNDWATER I I PUMP 7'-4."
48 EL 33.8 DEPTH TO OBSERVED WATER 5'-4* LIQUID CHAMBER I - 6*-Iw TEE DEPTH PUMP
OF lw4S.
CAPE COD COMMISSION 33.8 NAD 1988 1 1 (SEE DETAIL
EL 33.5 52" EL. 33.5 51' 6*-0" UNDER 09
BELOW)
COVER
4. 1
1ST 60
C2 C2 COMPARTMENT 6" BAFFLE SRIA
COARSE SAND COARSE SAND 60" (1,512 GAL) YERGATIAN
0 - . . -,.A CIVIL
10YR 5 10YR 5 -------I - a: - -*_ � * . 46206
EL 31.5 76' EL. 31.4 77'
EL 27.8 120" EL 27.8 120" 7'-7- 2'-1" 6" MINIMUM Y8
I t
3/4" TO 1 1/2*STONE
CROSS-SECTION VIEW
PLAN VIEW CRUSHED STONE
GENERAL NOTES- SOIL EVALUATOR CERTIFICATION-
BRIAN G. YERGATIAN DATE1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL PUMP CALCULATIONS STAINLESS STEEL PROFESSIONAL ENGINEER
FACILITIES AND THE NEW DWELLING. 1, KIERAN J. HEALY IS CERTIFIED AS A LICENSED SLIDE RAIL SYSTEM
SOIL EVALUATOR IN THE COMMONWEALTH OF
MASSACHUSETTS AS OF JULY 11, 2012.
2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND BARNSTABLE DESIGN FLOW TO CHAMBER 330 GPD 30" DIA. ACCESS COVER
BOARD OF HEALTH REGULATIONS. REQUIRED EMERGENCY STORAGE 330 GALLONS RAISE TO FINISHED GRADE
3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED KIERAN J. HEALY, S.E. #13589 EMERGENCY STORAGE PROVIDED = 331 GALLONS 2* PVC CONDUIT TO CONTROLS
LEACHING FACILITY. NUMBER OF DAILY DOSING CYCLES 8-9 PER DAY JUNCTION BOX SEPTIC SYSTEM
DEPTH ASSOCIATED WITH CYCLE = 6 INCHES F
4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 10.42 SF X 0.5 FT X 7.48 GAL/CF TF 39.0 GAL/CYCLE INVER UPGRADE
35.80 1.5" SCH. 80 PVC
DESIGN TOTAL DYNAMIC HEAD 15 FT DISCHARGE PIPE
5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION EMERGENCY
WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. DESIGN FLOWRATE (GPM) = 26 GPM STORAGE
,u AL RM ON
MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT DESIGN CALCULATIONS 7'-e \� QUICK DISCONNECT
CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE . THE PUMP SHALL BE A MYERS SRM4 OR APPROVED EQUAL, 31.55 COUPLING
PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45X BY WEIGHT MAY BE RETAINED ON DESIGN FLOW LEACHING FIELD DETAIL. CAPABLE OF PASSING 2-INCH SOLIDS, AND DELIVERING 26 GPM _v- PUMP ON 164 ANNABLE POINT RD.
31.05
THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE NOT TO SCALE AT 15 FT OF TOTAL DYNAMIC HEAD PUMP OFF
FOLLOWING SPECIFICA11ONS: 3 BEDROOMS 0 110 GPD/BEDROOM = 330 GPD MIN. 2% SLOPE 2- MIN. OF 1/8- TO 1/2- 29.72 30.55 IN-3 MERCURY FLOAT IN
OVER LEACHING FIELD DOUBLE WASHED STONE LEVEL CONTROLS
10OX MUST PASS #4 SIEVE REQUIRED SEPTIC TANK PERFORATIONS SHALL l\v -14/1 N'_ _11�11 - 19 CENTERVILLE
10% MUST PASS #50 SIEVE 330 GPD X 200% = 660 GALLONS BE MIN. 3/8- AND NO 19" MIN. 3/4" TO 1-1/2" STONE
0-20X MUST PASS #100 SIEVE USE 2,000 GALLON PUMP CHAMBER LARGER THAN 5/8- 12" MIN. COVER CROSS SECTION MASSACHUSE17S
0-5X MUST PASS #200 SIEVE 7'.
SIZE OF REQUIRED LEACHING FACILITY
BARNSTABLE COUNTY
6. EXISTING UTILITIES MERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT DESIGN PERC. RATE: <4 MIN/INCH
END CAP (TYP.)
GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR LONG TERM APPL. RATE: 0.74 GPD/SF 4" PERFORATED
SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, 330 GPD + 0.74 GPD/SF = 446 SF SCH. 40 PVC PIPE
WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE
(TYP-)
DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SIZE OF LEACHING FACILITY PROVIDED LEVEL BOTTOM
SITE PLAN
IMMEDIATELY. USE STONE AND PIPE LEACHING FIELD 15' X 30' 30'
15' X 30' = 450 SF PROFILE
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED 450 SF X 0,74 GPD/SF = 333 GPD INSTALLED CAPACITY (3 GPD RESERVE) 3/4- TO 1-1/2-
CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL 4" MIN. LOAM
DOUBLE WASHED STONE AND SEED
COMPLETE THE PROPOSED WORK WITHOUT .ANY INTERRUPTIONS IN SERVICE. CONTAINING NO FINES
I DECEMBER 12, 2019
8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 -7 7 7 1177-7
(888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 5' OVERDIG TO BOTTOM
OF LEACHING FIELD
9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GEOTEXTILE FABRIC MAY
GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). BE SUBSTITUTED FOR
20 PEASTONE LAYER
5' 3.5' 4' 3.5' 5
IONS:
NO. -DATE DESC.
1 1/24/20 ADD EFFLUENT FILTER
VARIANCES REQUESTED
TITLE V
NONE CROSS-SECTION
EXISTING FLOOR PLAN- T_
SEE ATTACHED ARCHITECTURAL PLANS
DISTRIBUTION BOX DETAIL CH-20)
NOT TO SCALE INSPECTION PORT
NOT TO SCALE
PREPARED FOR:
REMOVABLE 8"
4" COVER 5' SYSTEM PROFILE THOMAS FISHER
F NOT TO SCALE FIRST PIPE LENGTH THREADED CAP TO 164 ANNABLE POINT ROAD
TO BE SET LEVEL FINISH GRADE WITHIN 3 INCHES OF
12* DIA. COVER 1.5" SCH. 80 PVC FOR MIN. 2' 39.8-39.9 7" HDPE VALVE BOX FINISHED GRADE CENTERVILLE, MASS
_T EL.=39.00 FORCE MAIN
O O TOP FOUNDA110N 4" SCH. 40 PVC 617-594-4677
2
13" INV INV -NV LAWN
4 •. EL=38.0± 4" SCH. 40 PVC TOP OF LEACHING FIELD EL 38.97 OBS.
S=0.02
KNOCKOUTS
(6) 5- DIA. L=10± FT. ROU,19, BSCP
"
BOTTOM ON LEVEL 77 'q (TYPI) A 38.4 1=38.40 3" MAX.
6 MINIMUM 1=38.68
STABLE BASE 1=38.51 EL,=37.9 0 349 Route 28, Unit D
3/4- TO 1-1/2-
SEC71ON VIEW CRUSHED STONE 24" 4.1 PROPOSED W. Yarmouth, Massachusetts
DISTRIBUTION 4.0' MIN. REQUIRED
PLAN VIEW I=36.00/ \1=35.80 BOX EL.-33.8
NOTES
f ND-M 0 02673
*
3580 as 4" SCH. 40 PVC 5087788919
ADJUSTED GROUNDWATER INSPECTION PORT SHALL EXTEND
PERFORATED PIPE
1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. DOWN TO THE BOTTOM OF THE 0
2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 2,000 GALLON SYSTEM SAND AND INTO THE 2019 BSC Group, Inc.
3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL PUMP CHAMBER TANK NATURALLY OCCURRING PERVIOUS
4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. SUBGRADE SCALE: AS NOTED
5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. 0
MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING. FILE:48905-SP-5.DWG
DWG. NO: 5679.03
JOB. NO: 48905.01 SHEET 2 OF 2