HomeMy WebLinkAbout0101 WARREN STREET - Health 101 WARREN STREET
OSTERVILLE
/ A= 139 -086
r] C
__1
TOWN OF BARNSTABLE �o�D
LOCATION &0 WC-6'et-+ .56kee- SEWAGE # 20a
VILLAGE 0511,1 1;fle- ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. �f� tsor�CAIW l.:m
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) -S��S t4-Z2 (size) 21 A 3S
NO.OF BEDROOMS
BUILDER OR OWNER rf
4f4
PERMITDATE: u L` COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom ofLeaching Facility Feet
Private Water Supply Well and Leaching Fa ty (If any wells exist
on site or within 200 feet of leaching fa ' 'ty) Feet
Edge of Well aci ( any we s exist
within 3 feet of 1 facility Feet
Furnished"---
63-77 51" l°
// yA [3��j'3 gq6; yJ?n
No.- 1?1�O c� -� Fee 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01pprication for Bisposal 6pstrin Construction j3erinit
Application for a Permit to Construct( ,) Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components
Location Address or Lot No. /b 6 P - Owner's Name,Address,and Tel.No. IDb4 v,0�
/po1ADV-j<-3 Aviv', (-k �� ►
Assessor's Map/Parcel _ ��9 j�� 774 S'Z f.. 38 S
Installer's Name,Address,and Tel.No. i0M g'eA,-s7,' Designer's Name,Address,and Tel.No.
poPpoLX Slit 1n,1)tj"s, m 02fatfFr i2 cvo R-I& 1*410 U101Y
o s-) 5'yV —9a 7 Aw9 K/*je r yj s f.JrOk� 1+7 7-5!�i.3
Type of Building: r
Dwelling No.of Bedrooms / Foot Size / 9 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) -7 7 0 gpd Design flow provided 770 gpd
Plan Date 7/ZO/ZV ZC Number of sheets 7, Revision Date
Title
Size of Septic Tank 7,000 Type of S.A.S. I- I i'yeef
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 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 alt �
Signed Date O• is c 2e:
Application Approved by n Dated
Application Disapproved by Date
for the following reasons
Permit No. la aO n- Date Issued cj
:,,....•-_-IK.r"s +q :....-.'.."'- r"_:r.+.i..i "err' P".•zyr'._—, _ . T
/x 't• fi ' 1 P .$.,.., S .r a.,v ;..r.g-r'. T 1; ,"^^,... i^,'�,� „�`•=.1.^�`r..:1+ "S J.'rw..-."•t'�..•-rti"0.. ,�.r'..�� J' e.y _.. r 4.-.yA a„
�" bK. .'"r, �i t j -' 1's '�-�+'W'o°�� � .� ' },..- i.. ..•��S1I f ^'{ '�..9d' :
4.01
O�O . Fee I V r
`41"""4 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH-DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
applicatioiC for Mi8poos, 4 jovotem Construction 3ermit
Application for a Permit to:`Constructr) Repair( ) Upgrade( ) Abando �n( ) � Com El System Individual Components
f
Lo ation Address or Lot No. I& ��k Owner's Name,Address,and Tel.No. "V-4A>
r /�®f�oM �3r t,6��s�s c f IVI OZ63
Assessor's Map/Parcel a 3 �✓ 7 74 a/� 8 f f
Installer's Name,Address,and Tel.No. 12114 46�'T, Designer's Name Address Land Tel.No. &AXAP11n-.-�i^���/iG4 fe rGf�S r/
/Oo/�OJC $'J► M, 9rLtS, 122 Gvb QRus Fr %� ' R-t> / ✓2�5�"" E, �JY,4 ZL Ir
( 500 5ya —' 07 RA?vb /its. 15"G8� ZF77-$S/.3
Type of Building:
Dwelling No.of Bedrooms FVlVilefot Size + 9 b k' sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures a`
Design Flow(min.required) -77 d gpd Design flow provided 770 gpd
Plan Date 7 holz o Z-o Number of sheets 7, Revision Date /8/57//ZO 2 O
Title !_,V D#D.C.P n S Cs. 17i Sf7"` P`~I' 7V
`s AWA
Size of Septic Tank O 0 0 Type of S.A.S. '� ����G �94m B
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) t
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 .eal
Signed Date-,..,/
Application Approyed by M P Date
Application Disapproved by Date
for the following reasons
Permit No. S ,o Do - n j( Date Issued c
r -
r
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(r) Repaired( ) Upgraded( )
Abandoned( :)by 1�'"� 1U SUC�+'Q�Y�,� /�Vt�t7J/ e� lJ/fir
A.
at 01 /,4_, 7Q4 •1N has been constructed in��ace ordance
with the provisions of Title 5 and the for Disposal System Construction Permit N a(�vi dated
. oc,/�,�pc U
Installer !� �64!Z�dn)' J JU- Designer ,eA.)41tti /4, W)CIZ1��.�.`/L C,+-
#bedrooms 07 1 s Approved design flow 7-7 45 gpd
4
The issuance of this permit sh/al 1 not.be construed as a guarantee that the system will fun ct on as deigned.
Date y f J Inspectors
_ �No. 1 _ - �. 4 `1fi --__ _ ---- ---- ---------- -- - -_ - Fee �5�n ,
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6petem Construction permit
P si`boif is hereby granted to Construct(. ' Repair( ) Upgrade( ) Abandon( )
System located at .t ti �`?( (A1 4e eA) ;. o s7 u-0 GCC
,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 provisionstor special conditions. e
Provided:Construction m st�°be completed within three years of the date of this permit.
` f Dater O f aq s t Approved by
. J
oFj�t:r�
Town of Barnstable
Regulatory Services
snt�srast.e,
Richard V. Scali,Interim Director
Q `""59-
6;9• Public Health Division
9-Cy 1 �0 i�--
A�fD Thomas McKean,Director n
c-,
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fay: 505-790-6304
Installer&Designer Certification Form_
Date: 11 q Sewage Permit# Assessor's Map\ParceI 130l—ole o
Designer: c ;nee n� Cij �� c s �nC Installer: g
u J
Address: )2 InI; Cass /cJ jz,4 Address: q , ' act V
� 4�
On 2 n�{-re,c, C� ywas issued a permit to install a
(date) (installer)
septic system at I a t ekv-rti S'�C-05"k based on a,design drawn by
(address)
Cam'n ter r1 �'►1a✓L(s� �� dated "7 ��t 2� Via)I Y 1
(designer)
_AZI 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.
I certify that the syst referenced above was: constructed in- with the terms
o e I a pro al tters (if applicable) �H
nsta I S' a eC Vim£
t4o.3510
GIS3E��
(Designer's Signature) (Affix Designe ere)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH[ DIVISION. 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.
W-ScpticU)esigter Certification Fonn Rev 3-14-13.do:;
Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The
engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfilling
to specified grades with proper compaction and setting risers,covers as shovrn on the design plan..
WON ma
Am
NIL
...,,.,...,,.,...,,.,...,,.,...,,.,...,,.,..., ,...,,.,...,... �: .,...,,.,...,, ,,.,,.,...,.,...,,.,...,,.,...,,.,...,...., ...,,.,...,,.,...,,.,... ,,...,,.,...,,.,...,,.,.. ,.,...,,.,...,,.,...,,.,...,,.,...,,.,...,,.,...,:.....,,.,...,,.,.,
.,....,.,...., .,...,..,...,. .,...,..: ,.. ...,. III ,,.............,..,..:TI: 111 :.,...,..,...,.
111 111 ••••• 111 1 ■■9 1 ��� III 111 ■■■
i'N1
11 1 R■■ 1 111
■■■
::'r;:;t :::;
111 I 111 111 111
.,.
Ilia
�i
1 i■■ 1
: � —
111
Ogg
-
1IS
�
ww
14P�V
Lu
/� ..
f4
....................................,..................................,.,..,......,......,........,....,..
loll loll ■■■n loll
long logo loll loll
....,.,... ... .,.,. ....., ■
- — —
IIIII I'll (III II'�I
Iv
N
Z
O
• 'PATIO Nw
AT GRADE
of
PROPOSED
SCREENED PORCH 10
a
0
a
PATIO
AT GRADE
PROPOSED OWak
wr�ai I KITCHEN A
15'-0"x W-0•
- C wank
0
PROPOSED
MASTER BEDROOM PROPOSED w
is'-0'x 20'-0' - OJ
LIVING
2r-5•x 19'6° m
I � -1 Vo i --- eons r-------
wa48s ` I 1 v-UTS I e
oars I Q) 0
i arse I I ° j
om
1 o yC
A/Q PROPOSED I ~ F'
0 L • OPROPOSED Qa. GARAGE 1 • 0 3
�= H.BATH ors PROPOSED 1 �_�s!�_______ 2T-o•x25'-0• i $ (C$ y �gg
F-APANTRY PROPOSED 4oeo o11GD U r 3
�,ZN
u I MUD ROOM �------- g
ties acT.
I E
PROPOSED I °I I r-------
FOYER I I ass
Lu
e I RAT cw. ammo+ �o o'R°D I
waaa Lova sloe I wasao __-- 1 W z
----- -
-- -------- 9&.Nw -- --------
zwsc1Aee eooR � � � o J z a
.vi-Ise u i L ( N W W aLd
PROPOSED PROPOSED
O PROPOSED - i DINING �' PORCH 1 o z
Of
MASTER BATH PORCH 1s-0^xn-0 L--_go°°oM-- F a Q w 3 ui
0
%`% CHUM - RAT ba. oNzas OHM waas w a
Do* �� }!� i Y"'�Teo a
0 i ww"m wags Z
a
O
O
J
-d LL
w ILL
FOOTAGE v!
240
V \v,VVV J !SECOND FLOOR LIVING IN.4105 SCALE: 1/4"=1'•0"
'�� TOTAL LIVING ARPA 6106
GARAGE 102 0 1 2 4 5
9CREENEO PORCH iB2
COVEREDPORCH 300 SHEET
TOTAL AREA 3210
x� /4.2 D XX
PROJECT: DATE:
V�1 20-580 06/05/20
N
Z
0
00 -IN
K
' H
a
❑
w
J
ammr am aQ47tS710 QQ4 nia Omom ovam,ameuco PROP
BAT ATH
PROPOSED Clio PROPOSED
BEDROOM 3 BEDROOM 4 GJ EE e
12'-0"x 14'-2^ 11'-10'x 14'-2•
i l AMII>de0 U-) Q
I { eons a aces ; ,�•� 0 3 o F
I u r
PROPOSED -
!7'MALL 1 -
--- ---- GAME ROOM
15'-0•x 29'-O"
aeeoA sws 1 II i 1
PROPOSED
e0fs 'w.
J U Q
BEDROOM 2 ; 2"s I I « 1 1 PROPOSED w J Z z w
12'-9•x 14'-5• 1 I I - - 1 f ATTIC -d W W
--- ---- ------,-ll o jr p
PROPOSED -- -
aeou H.BATH a Q W N ~
----,f --- - - -- - ------ « --------------------------- ^
I TIN;
i6'MALL !N MALL ---f a
1
O1 PROPOSED a-
BATH i i w
ammo O
I o
W
i OVAL`206 O
uj
� U
N N
SCALE: 1/4"=V-D'
1 2 4 8
K; SHEET
A.3 D XX
PROJECT: DATE:
20-580 06/05/20
5:N
�Y
fWiannoCiutri
WiannoGubTennise/ 1
#,
'1: hington e je✓
100.31 Wed QWas e: a Avenue
T STRIPOUT BOUNDARY
(TO "C" ORIZON)
E STR
100,52` '
A K N T)
f...Se
L ��ACA
p E": - f
LOCUS MAP
PROPOSED VENT X 101.37 74 3p'57 o_
——102——EXISTING CONTOUR
6 '-A
X 100.98 EXISTING SPOT GRADE
101,76 �' "'r�' 102, PROPOSED CONTOUR-
PROPOSED s,.: / \ 99.74
CB DH PND \ BENCHMAR 103.2 PROPOSED SPOT GRADE
LOT 2 —W PROPOSED WATER SERVICE
t 9.8 5 \ M A G SET �i GW— PROPOSED ELEC/CABLE/TV
19 908 S.F.
0.5f Ac. 102 " " -� \ \ 98,81 TEST PIT
LEGEND
+•- N
101.56
X .1,0 ` \ \7TP-1 F/19/20 ® 8,46
\ `
.N � ' TP-2 a/19/20 0 : BASIN M
o PROPOSED "fl` 0. \ o m
1 BEDROOM
1
151 CO CABANA 2000PGALLON a
r"
/ SEPTIC TANK
l-
y
l
\ � y
l
PERGOLA y�y�� :.. �:..:"•' ';". 0 99,40
PROPOSED CABANA
WITH 1 BEDROOM yyy�y���w���
yyyyyyy`-yyyy�yy'- :'. ".;:... , CV 0 V 1
4yyyy yLyyy �yy`�yy `,lz':::�::.:`:':-: "•::�'O_.';: � -"` �
6/18
102.66 yy� y_�'�y` ~ -.• ':'..: :.:0."... N o�\ o
X Z
co y`yi yyy yy TP 2 a,_
yyOyy
PROPOSED �� to PR0, DSED 6/1 98
yy yyyvyyy :70:.:: \ ,� UP
w yy� 16 x36 U-y + y� GARAGE
SWIMMING ��yw�y` y
yy yy�- T.O.S..=10 L < 99 0
;-POOL ��y� y� to 104.E '� c�
y102.24
yy X \ QO VO
O
X
-
104,19
yyyyyy� �4yy�4yyyy Z '•'.::!L.".::" � �G
yy yyy yyyyyyy�yyyy ," .y
SPA �L�� ``��4 �`�yy \ ,A11:. 99,77
PROPOSED 4 POOL FENCE yyy yyyy�� yyyy�yyyy yy r
SHALL BE CONSTRUCTED IN
ACCORDANCE WITH MASS. ��4yiyiyy`'yy y y \
yy yy
BUILDING CODE. SCREENED x.'• 01A
PORCH \ \ CD
Mqs 1 16 �ORUSE 101 � W �� ,•" • "`• •
s 1 �# ) _:
q 1 .
ti OPOSED.0.K-105.5
o PETER T.
McENTEE 10 4.0 5 \ N
CIVIL "' X\ \1,
No. 35109 I .42
fG15f� \ 0 \
F I \ \ 99.97
28 0 \
PLAN REVISION 10/5/20 \\
1) DESIGN FLOW TO 770 GPD \ \
2) POOL, CABANA & ADD SPA 100,61
0 0 \
PLAN REVISION 7/31/20 \ 2' X 103.08
110p
1) BLDG. FOOTPRINT ) \ W
2) ADD CABANA W/BATHROOM I p4 \ S 14.41'20
OWNER OF RECORD
DAVID PARRELLA ` " 105.94 G- 101.76 OF
BARNSTOAB E83MA 02630 I 106 j/ 10 Pavement AV
�107.37 TERRYFLOOD HAZARD DESIGNATION o ANN
MAP NO. 25001CO776J CB DH FND of 103.46WARNER -i
H
EFFECTIVE DATE: JULY 16, 2014 10-S � No. 38721
ZONE X edge
ZONING CLASSIFICATION: ZONE RF-1 61 SETBACKS: FRONT YARD=30' 105, W-AS
SIDE/REAR YARD=15' _
MAXIMUM BUILDING HEIGHT = 30' PARCEL ID: 1 39-096 _
WIND EXPOSURE CATEGORY: Exposure B NOT : ADDRESS WAS PREVIOUSLY IDENTIFIED AS 162 WASHINGTON AVE.
Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM/SITE PLAN- -
Engineering Works,Inc. WARNER SURVEYING 1^=20' P.T.M. 201 -20 12 West
Rood
For stdale,roMsAsflel0d2644 Harwich MA 02645 DATE CHECKED SHEET NO. 101 WARREN STREET, OSTERVILLE, MA
(508) 477-5313 (508) 432-8309 7/10/20 P.T.M. 1 Of 2 Prepared for: Engineered Consultants, Inc. P.O. Box�483,�Bamstable;.-rMAl02630
^d
Y
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE <101.0
FOR A DISTANCE OF 15' AROUND THE
SEPTIC TANK PERIMETER OF THE S.A.S.
INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PROPOSED S.A.S.
OUTLET AND SET TO 6" OF FINISH GRADE INSTALL WATERTIGHT RISER & INSTALL RISER & COVER OVER ONE CHAMBER AND
TOF=105.5(HOUSE) COVER SET TO 6" OF GRADE SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT
TOF=105.0(CABANA)
F.G. EL=104.8t F.G. EL.=103.6f F.G. EL.=104.0f F.G. EL.=104.CHARCOAL VENT- MANIFOLD
EVERY OTHER CHAMBER
r
L1 = 60'
L2 = 46' L = 18' L = 36' 2- LAYER OF 1/8" TO 1/2"
® S=1% (MIN:) ® S=1% (MIN.) @ S=1% (MIN.) V/ DOUBLE WASHED STONE
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC (OR APPROVED FILTER FABRIC)
ip^I 136 A as
14 e 2' EFF. aaaaaaa 3/4" TO 1-1/2" DOUBLE
INV.=101.50 48" uoUlo/ DEPTH aaaaaaa WASHED STONE
LEVEL ✓ ADD 4' 4.8' 1 4'
GAS BAFFLE INV.=101.05 PROPOSED
INV.=101.25 D-BOX INV.=100.88 EFFECTIVE WIDTH = 12.8' STRIPOUT REQUIRED
mill H-20 INV.=100.50 7-500 GALLON LEACHING CHAMBERS (TO "C" HORIZON)
INV.=102.50 PROPOSED SEPTIC TANK
HOUSE & CABANA SURROUNDED WITH STONE AS SHOWN
H-20 RATED t/
NOTES: TOP CONC. ELEV.=101.5t
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV.=101.00
INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=100.50 aaaa
aaaaa
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND aaaaaaaaaaaa
TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.= 98.50
STABLE BASE OR SIX INCH AGGREGATE BASE, AS 2' 7 x 8.5' = 59' 2'
SPECIFIED IN 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 63.5'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. BOTTOM OF TEST PIT, EL.=88.5 =
SEPTIC SYSTEM PROFILE
N.T.S.
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL LOG
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS. DATE: JUNE 18, 1998 Ref.P#9176
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SOIL EVALUATOR: RICHARD BAXTER
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE WITNESS:, JERRY DUNNING (HEALTH AGENT)
Elev.
DESIGN ENGINEER. TP- 1 -Depth� Elev. TP-2 Depth' '
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 101.0 0 ORGANIC 0" 100.3. 0 ORGANIC 0
ENGINEER BEFORE CONSTRUCTION CONTINUES. _ 10.0_.8 E 2" 100.1 E 2"
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. LOAMY SAND Lo 10YR 5/2 10YR 5/2 aMrSAND -
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 100.3 B 8" 99.6 B 8
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ND
Y LOAMY SAND LOAM SA
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. L 10YR SA 1AM SA
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 98.5 C 30" 97.8 C4/3 30"
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. PERC PERC
30'/48" 30"/48"
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS COARSE SAND COARSE SAND
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 2.5Y 7/6 2.5Y 7/6
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 91.0 120" 90.3 120"
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS PERC NO GR RATE 2 MIN/IN.MIN/I ER OBSERVED
N. ("C" HORIZON)
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL DATE: JUNE 19, 2020
13: THE CONTRACTOR SHALL OBTAIN A TRENCH PERMIT PRIOR TO THE SOIL EVALUATOR: PETER McENTEE PE, (SE#1542)
START OF CONSTRUCTION. WITNESS: DAVID STANTON (HEALTH AGENT)
Elev. TP-1 Depth Elev. TP-2 Depth
DESIGN CRITERIA 100.0 A 0" 100-0 A 0"
LOAMY SAND LOAMY SAND'
10YR 4/2 tOYR 4/2 6»
NUMBER OF BEDROOMS: 7 BEDROOMS, 6 proposed + 1 future 99.3 B 8 99.5 B
SOIL TEXTURAL CLASS: CLASS I LOAMY SAND LOAMY SAND
10YR 5/4 10YR 5/4
DESIGN PERCOLATION RATE: <2 MIN./INCH 98.0 C 24 97.7 C 28
DAILY FLOW: 770 GPD PERC
DESIGN FLOW: 770 GPD 22"/40"
GARBAGE GRINDER: NO '
LEACHING AREA REQUIRED: (770 GPD) = 1040.5 SF M-C SAND M-C SAND
.74 GPD/SF 2.5Y 6/6 2.5Y 6/6
PROPOSED SEPTIC TANK: 2000 GALLON CAPACITY
PROPOSED D-BOX: 1 INLET, 3 OUTLETS, H-20 RATED / 88.5 138" 88.5 138"
USE 7-500 GALLON LEACHING CHAMBERS IN SERIES NO GROUDWATER OBSERVED
SURROUNDED BY DOUBLE WASHED STONE-ALL SIDES
PERC RATE 2 MIN/IN. ("C" HORIZON)
SIDEWALL AREA: 2(12.8 + 63.5') x 2' = 305.2 SF
BOTTOM AREA: 12.8' x 63.5' = 812.8 SF
TOTAL AREA:.......................... 1118.0 SF
........................DESIGN FLOW PROVIDED: 0.74 GPD/SF(1118.0 SF) = 827.3 GPD PLAN REVISION 10/5/20
1) DESIGN FLOW TO 770 GPD
Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM/SITE - PLAN
Engineering works,Inc. WARNER SURVEYING N.T.S. P.T.M. 201-20 101 WARREN STREET, OSTERVILLE, MA
12 West Crossfield Road 22 Long Road
Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 432-8309 7/10/20 PJ;M. 2 Of 2 'Prepared for: Engineered Consultants, Inc. P.O. Box 483, Barnstable, MA 02630