HomeMy WebLinkAbout0024 GENERAL PATTON DRIVE - Health 24 GENERAL PATTON DR.
Hyannis
A — 292 — 110.
1,.,
TOWN OF BARNSTABLE
LOCATION q 6 ENt Q A L PATfdA/ 0 te SEWAGE#
VILLAGE C ASSESSOR'S MAP&PARCEL '-7I`�
INSTALLER'S NAME&PHONE NO. ko ne V /"r <-kp r
SEPTIC TANK CAPACITY l a 0
LEACHING FACILITY.(type) I S00 CZ e ke (size) 16 70
NO.OF BEDROOMS 3
OWNER 3 ZFA Pf Al 0 L W
PERMIT DATE: ���o COMPLIANCE DATE:
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
LA)
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0
ti lu Ok
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4
No. ao .. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: +
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftplifation for Vspo8AY *pstrm Construction Vermit
Application for a Permit to Construct( ) Repair( ) Upgrade'( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. � �� Owner's Name,Address,and Tel.No.
��ei
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. C�'f$ �1 - (/f� Designer's Name,Addr s,and..Tel.No. ���'� 9g1l
Type of ilding:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building se No.of Persons Showers( ) Cafeteria( )
Other.Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title l
Size of Septic Tank /epee Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) ,E
Dar 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.
Signed Date - —
Application Approved by Date Q�
Application Disapproved by Date
for the following reasons
Permit No. 'aU 1 l4 o� Date Issued
�rrt�'Yti•!.`...,�/R.�.x ..Je{"��+M 4�'.� '�',FfM.� w'.w'••MN...��"jJ'•i/•f-•^'L..�-,.'�AM1;•r.k.tllir-..:}.-�1 -,r•- ,.t, ..f.^vQ�'�.'.�.tYn�^�,'MFW�"a.r,�''�.•���kC`+.4"'ryp...i',.,;. ,yne�' — r
t '
No. ao(I - Fee r�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION''.TOWN OF BARNSTABLE, MASSACHUSETTS
01pplication for Wposar Epstein Construction Permit
Application for a Permit to Construct( ) Repair( J f pg a { ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.4y6leiew o Owner's Name,Address,and Tel.No.
fg4Assessor's Map/Parcel Z- 1/D / S � / �/�1/i .4Y 5/����,���✓�i�
Installer's Name,Address,and Tel.No. j1 - �'r/(� Designer's Name,Address,and Tel.No. �zJ�j 9Y"/
Type of B ilding: _ t
ws i,
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( Cafeteria( )
Other Fixtures v
Design Flow(min.required) gpd Design flow provided 3! gpd
Plan Date Number of sheets Revision Date
Title // 1
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) V11
Dale last inspected: i
A eeement:
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.
Signed ��" Date 5--la
r -
Application Approved by � Date`-10
Application Disapproved by Date
for the following reasons
p' Permit No. 'a U 1 / �`(Ia- Date Issued /r(DI 1—f
4
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance `-
THIS IS TO CERTIFY,that the On-site.Sewage Disposal system Constructed( ) Repaired(f/)/ Upgraded( )
Abandoned( )by rA l.Lq /511efic
has been constructed in accordance -
with the provisions of Title 5,an , e for Disposal System Construction Permit No. J dated
Installer /��� Designer
#be ' / Approved design-iow 3 gpd
The issuance of this permit s/Halll not be construed as a guarantee that the syste will fun�ti as designed.
Date // �� Inspector
No.43L y 1 1 Fee wo
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6psteull el'onstruction Permit
Permission is hereby granted to Construct( ) Repair _Upgrade( ) Abandon( )
System located at �y &_W&e+C ,� %0/ /Z
and as described in the above Application for Disposal System Construction Permit. The applicani recognized 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 of this permit.
Date '1 0 ' -7 Approved by p�t 1
1 t
Town of Barnstable
Regulatory Services
Richard V. Scali,Interim Director
M Public Health Division
oA Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Cert'itication Form
Date: dWo Sewage Permit# 20�1- )`C Z Assessor's Map\Parcel
Designer: P,y1"-V- 4 L1 / ? L Installer:
Address: P6,
g b I Address: lmlzj 41
JA
Ae
On 05 10 r� was issued a permit to install a
(date) , , ` 6 (installer)
Zseptic system at — "trk( F4 � di i2. based on a design drawn by
(address)
Me ve-/- 4 C�&LS Gk,&, dated -S
-(desigYe
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.
I certify that the system referenced above was construct e a with the terms
IAA a oval 1 ers(if applicable)
✓` M
alte s ignature) s 49
(Designer's Signature) (Affix Designer; p Here)
PLEASE RETURN TO B STABLE 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.
QASeptic\Designer Certification Form Rev 8-14-13.doc
153a
Town of•B�wwtable. P#
°tom Department of Regulatory Services- d
Public Healt ih Division DateKAM 3
a
i6lq ems$ 200 Main Street:Hyannis.MA 02601
CA
Date Scheduled• /` � � !Time Fee Pd.��
oil Suit ab'lily Assessment for $ e Disposal
Performed By: 1 v'�\- e" v r Witnessed By:
i
L_OCA'TION &GENERAL INFORMA ON
l ovation Address•ay Cyt:t-J t.Yl 4-U P OMA! �owncA Name Q(�W AN/
D
}ty i s iVA j Address Assessor's Map/P�tcel: 1 �/ 1 V Engineer's Name M ey e r 5> 5
NEW CONSTRUd=N REPAIR X ! Telephone# S"bw 36,0
Land Use S 1 D E�l Al,
Slopes(96) 10 Surface Stones One R
Distances from: . Open Water Body U U R Possible Wee Area I 'ft Drinking Water Well' 0 ft
Drainage Way 00 ft Property Line ' I_0r ft :Other ft
SKETCH:($treet name,dimensions of lot,exact locations of tc0t holes&perc tests,locate wetlands in proximity to holes)
i
G��.r P IG,v� dl4C
I
s I
i
Parent material(gedlogic) Depth,to gedtoek
Depth to Groundwa}'er. Standing Water in Hole: . I Wapm$
from Pit Face
Estimated Seasonal ifth Groundwater
Dt TION FOR SEASONAL HI G][T WATER TADLE
Method Used: _
Depth G�bperved standing in obs.hole: in. ,bepth to ball 1noW�at In,
Depth tolwce in from side of obs.hole: I in. Oto cttlr er Adjutltment ft
eP p g � � ! Act.Grnun6wnterLevel.,,-,.•
Index well# Reading Date index Well level.�,.�.... �►�; CtOt-,,,._
PERCOLA ON TEST • Date �_ '
Observation I 71ine at W, ...r..—
Hole 0
Depth of Pere J� p1.1 11me at r ......._-.�-
i
Start Pre-soak Time.@ 4—
l�
End Pre-soak l
Rate MinAnch .I1
Site Suitability Assessment: Site Passed ^ Site Failed; Additional Testing Needed(YM)
Original:.Public lialth Division Observation Hole Data'To Be Completed on Back------
***If percolation test is to be conducted within 100' of wetland,:You must first notify the
Barnstable Cc��servation Division at least one(1)wedlc pi bir to beginning. `/S
V � V
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil ' Other
,.Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
nsi tenc ravel
R-�9A
DEEP OBSERVATION HOLE LOG Hole#
'Depth from Soil Horizon Soil Texture Soil Color' Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
nsi to c o Grave
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.
• ,i
Flood Insurance Rate Maa:
Above 500 year flood boundary No Yes
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 aterial 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?
Certification
I certify that on -O (date)I have passed the soil evaluator examination approved by the
Department o tal Pr tection and that the above analysis was performed by me consistent with
the required wining, pe ise an experience describe .in 3.10 CMR 15.017.
Signature ` Date
l •
Q:ISEPT(C\PERCFORM.DOC
LO CATION
/ SWAGE PE MIT NO.
._-VILLAGE
INSTA LLE 'S NAME & A DRESS
d U I L D E R OR OWNER
L
DATE PERMIT ISSUED
.DAT E COMPLI,ANCE ISSUED
i
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
ApplirFa#iou for Disp.ag al Works Tnnitratrtion Vantit
Application is hereby made for a Permit to Construct ( ) or Repair- dn Individual Sewage Disposal
System)a.,
Location ss o t N
.a.. -
Wa 'it._..--IY.l./ �'L/0 .1' .�? ..:.... _.fe.Y- �J.l.�-_e...................• •....
s
Installer Address
UType of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
- 04 Other fixtures -----------------------------------•-----------------.---------------------- -----...-----------------------------------------•------------
WDesign Flow...........................I.......,.........gallons per person per day. Total daily flow............................................gallons.
W Septic 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 ( )
aPercolation Test Results Performed by ...................I...................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water-----:_____.----____.__.
;.Tq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
9 .........I.........................................................................................................................:.........................
0 Description of Soil...................................................................................................................................................=......................
x
w --------------------------------------------------------------------------------------------------------------------------
U Nature of Repairs or Alterations—Answer when applicable----------------- _.
--------•---------------------------------------------------------------------------------------------------------------------------------------------------------• ..................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TIT E 5 of the State Sanitary Code—The undersigned further agre s not to place the system in
operation until a Certificate of Compliance has be issued by the Aarhealth.
ned- ` /�
� �
Application Approved _____ _________ ��
Date
Application Disap rov for the following reasons:..............................................................................................................
................................. ....... .__...---------•------------------------.......------------......------------------------------------------------------------......----- ------•-----.Date
PermitNo.......................................................... Issued........................................................
•.. Date
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
glJ� * '...._ ..OF.... : � .�Ja ':-ter r ,.
Applirtation for thiposFal Workii Tonstrurtion Vamit
Application is hereby made for a Permit to Construct ( ) or Repair ( 'man Individual Sewage Disposal
System at
/-
,<
i Location frlddress ' r-Lot No.
i t + / s 1 / x
.........--
i sr % Owner Jr S e ` f�! Address ...__....
a - o d 4r dr r '�+�' ! f ..� .{aides' E s F f............. Tr»e°r i- F.4,. _....__.... _Installer
� Address
Type of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
� Other—T e of Buildin
a YP g --- ----------------------- No. of persons.............-.............. Showers ( ) — Cafeteria ( )
dOther fixtures ------------ .................................................. --•--••---••............--•-••-••--•-••-
W Design Flow......................•------...............gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity........_.__gallons Length................ Width................ Diameter................ Depth................
xDisposal 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 ( )
7 Percolation Test Results Performed by...................................................................•••-••. Date........................................
,.� Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.__________--•--•-.-_-.-
P4 •-•-•-••-•--••••••--••••-••--•-•••••-•••--•••-•--••-••••--••-•-••••---•......................•--.........................................••••----------------
0 Description of Soil...................................................................................................................................--------------------•••-------••--••
x
U Nature of Repairs or Alterations—Answer when applicable _ �'_41/w ' 'e�A / '�) �"��
U P PP ------------7...------ °
--••--•-•••••-••--•--•-•••••-••-----••-••••--•-••••••-••--•---•--••••-•••--•••••-••-------------•--•........••••-••----...-----•---•-•---•-••••...•---•-••••--•••••••-•---......-•--•--•-----•••••••...
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iIT1E 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./
ne( .! ...........a A- '•frlr3 .............
ApplicationApproved ...................... •---••-_. .....-•--••-----....•-•----••...................•-j
Date .....
Application Disap){p o(v/v ford
following reasons:.................................................
............................. --_...,-,f--....------•------------......
--------------------------...------------•------•-•-----------------•---•------•------------...---..__Date-•-----......_
PermitNo......................................................... Issued--.......•----•-••••••-••-.......... .................
—Date-
THE COMMONWEALTH OF MASSACHUSETTS
_. BOARD OF HEALTH
......................... .............OF. _ <
....................................
Trrtifiratr of Tautpliattrr
THIS IS4TOXERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (1i3).�.
�r '- � /
by rt a ! Installer ! A r f C
at f t -! 1 ✓ r 1 F
— ..
...........................................
has been installed in accordance with the provisions of TI?Z 5 fr ye State Sanitary CodA7s,
d . in the
application for Disposal Works Construction Permit No.___ :............................. dated_.. -_ " .......................
THE ISSUA CE F THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GU EE THAT THE
SYSTEM WILL U TION
SATISFACTORY.
DATE ----y (� ---------------------------------------------- Inspector..... -
Y
THE COMMONWEALTH OF MASSACHUSETTS
- - BOARD .OF HEALTH
No. ry y------- FEE ........v..........................
i isat :orkii,('11uttstrudioit JIrrutit ,
ors rti Permission is hereby granted ---- •-f•-•✓-<f
_._..
to Construct ( )for epair,(r �) an Ii dtvidual Sewage Disposal Systemiat No
... - _
street .✓ ..��'
as shown on the application for Disposal Works Construction Permit Noy.. .r ] d......._____%............................
7' �1
te
............................... .......................................
Board of Health
DATE......................................................................•--
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
f -
LEGEND HYANNIS
PROPOSED CONTOUR 'co 2a
9® PROPOSED SPOT GRADE
EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE C'� Rom 2a
,;� NCR
W— EXISTING WATER SERVICE epce OF AUCIA RD.
® TEST PIT �VeMENr pq T T n ,
42 r V
SCALE: 1"=20' d 41 D�� 3
/ WA#E /` _6\0, �2
SITE
DRIVEWAYz GENERAL P N DRIVE
j
LOCUS MAP
LOCUS INFORMATION
1 PLAN REF: 225/109
f TITLE REF: 14894/215
! X/ PARCEL ID: MAP 292 PAR. 110
w��T/NG r FLOOD ZONE: "X"
/No r COMMUNITY PANEL: 25001CO566J DATED:07/16/14
7-Op n
l E� -F )"NpN ; SEPTIC SYSTEM
4< 7 � ' REPAIR PLAN
LOCATED AT:
/ no
24 GENERAL PATTON DR.
' HYANNIS, MA
1 � PREPARED FOR
SPEAR T. HOLWAY
71(5 aCTUR 70 t MAY 4, 2017
/ Op ) p�
OF Mq
S
LOT 16
AREA = 7402 sf+— BENCH MARK D R NR
/ PLAN BOOK 225 PAGE 109 /
/ O 'I F' I TOP OF .FOUNDATION I J y
_ ASSR MAP292 PCL 110 ; No. 1 40
4 2. 1 8
{� 42 BARNSTABLE CIS DATUNPI
6OO
2. 1
I -HITAR\�`�
44 `\ (1) Fp- 2
40.0
r
. PLAN
� A N MEYER Bc SONS, INC.
P.O. BOX 981
SCALE: 1 in = 20 ft � EAST SANDWICH, MA. 02537
O 20 40 ;�
+ PH: (508)360-3311
0 10_ 20 40 FAX: (774)413-9468
meyerandsonstitle50gmail.com
SHEET 1 OF 2 J 1894
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE:, TO _PREVENT BREAKOUT, THE PROPOSED FINISH
TOF SEPTIC TANK GRADE SHALL NOT BE < EL:37.50 FOR A DISTANCE
X
15' AROUND THE PERIMETER OF THE S.A.S.
INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BO GENERAL NOTES:
EL.=42.18t OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED S.A.S. _
INSTALL RISER & COVER 1• ALL CHANGES To THIS PLAN MUST BE APPROVED BY THE LOCAL
INSTALL A RISER OVER ONE CHAMBER
INSTALL LOCKING COVERS IF AT FINISH GRADE SET TO 6" OF GRADE (MIIN) BOARD OF HEALTH AND THE DESIGN ENGINEER.
' F.G. EL.= F.G.41.0f AND SET TO 3" OF F.G. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
EL.=40.90t F.G. EL: 41.Of OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
f F.G. EL: 40.5(MAX.) LOCAL RULES AND REGULATIONS.
7 3:'THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
36' MAX COVER L = 15' L = 35'(MAX)
9" MIN COVER/ a � DESIGN ENGINEER.
0 S=1% (MIN.) EL.=39.89t 0 S=1% (MIN.) 0 S=1% (MIN.) 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
4`SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2" OF 3/8" DOUBLE WASHED FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
STONE OR FILTER FABRIC 3/4" - 1-1/2" ENGINEER BEFORE CONSTRUCTION CONTINUES.
10. 6 { DOUBLE WASHED STONE 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
�+ INV.=38.85 14 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
®®®®. O ®®®® THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
�� ID �INV.=38.60 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
PROPOSED ®0®®®®®®®®E3
<; GAS BAFFLE ®E3®®®®®®®®® 7. DWELLING IS SERVICED BY MUNICIPAL WATER.
INV.=37.70 - INV.=37.50 ®�®®®®®®®®® 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
DB-5 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
EXISTING 1.000 GALLON SEPTIC TANK 2.2 ' 3 X 8.5' 2.25' 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK.
EFFECTIVE LENGTH = 30.0' 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5.
EXIST. SEWER OUTLET
REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5.
INV, ELEV.= 36.56 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING I BREAKOUT AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
PIPE INVERTS PRIOR TO CONSTRUCTION TOP CONC. ELEV.= 37.50 ✓ EL. 37.50 13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
2) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.= 36.50 1 ee' 14. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPEC. )
GRADE ON A MECHANICALLY COMPACTED SIX i BBB 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
INCH CRUSHED STONE BASE, AS SPECIFIED IN I MITBBpeBB® FOR THE USE OF A GARBAGE GRINDER.
310 CMR 15.221(2) BOTTOM EL.= 34.50 ' BBB6BB8BB 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK 2.5' . 5 FT. 2.5' 17. PROPERTY IS NOT LOCATED IN A GROUNDWATER PROTECTION DISTRICT.
WITH 1500 GALLON SEPTIC TANK IF FAILED,
DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SEPARATION 5.30 FT., EFFECTIVE WIDTH = 10'
4) INSTALL INLET & OUTLET TEES W/ 4SOIL ABSORPTION SYSTEM (SECTION)
GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 29.20 (500 GALLON (H20) LEACH CHAMBER)
N.T.S.
} DESIGN CRITERIA **NO PROPOSED INCREASE IN FLOW**
SOIL LOGS P#:15324 I
NUMBER OF BEDROOMS: EXIST. 2 BEDROOM/ 3 BEDROOM DESIGN
DATE: APRIL 10, 201E SOIL EVALUATOR: DARREN M. MEYER, RS, CSE SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) DESIGN PERC RATE: <2 MIN/IN
'
WITNESS: DON DESMARAIS, BARNSTABLE HEALTH DEPT. + DAILY FLOW: 110 G.P.D. X 3 BR DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
Elev. TP-1 Depth Elev. TP-2 Depth SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXIST. 1,000G SEPTIC TANK
40.30 A 0 40.20 A o" s LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
10YR 3/1 LOAMY SAND
39.63 B LOAMY D 8" 39.53 B 1OYR 3/1 8„ USE THREE (3) 500 GALLON PRECAST LEACH CHAMBERS
c LOAMY SAND LOAMY SAND W/ 2.25' STONE ON ENDS AND 2.5' ON SIDES: 30' L x 10' W x 2' D
IOYR 5/8 10YR 5/8 d
w 37.38 35" 37.37 34" BOTTOM AREA: 30 x 10 = 300 SIF
PERC TEST
C C SIDE AREA: (30 + 10) X 2 X 2 = 160 SF
0 35.80 MEDIUM MEDIUM TOTAL SQUARE FEET PROVIDED = 460 vs. 445.94 REQ'D
SAND
2.5Y 6/4 2.5Y 6/4 DESIGN FLOW PROVIDED: 0.74(460 S.F.) = 345 G.P.D. vs. 330 G.P.D. req'd
29.30 132" 29.20 132" ����� of ss9� PROPOSED SEPTIC SYSTEM UPGRADE PLAN
PERC RATE <2 MIN/IN. ('Cl" HORIZON o ARRE
NO GROUNDWATER OBSERVED J N 24 GENERAL PATTON DRIVE, HYANNIS, MA
R
1 1 0 Prepared for: Holwa
or System Design and Topography Plan by: SCALE DRAWN DATE
• 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 � MEYER&SONS,INC. N.T.S. DMM 05/04/17
to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO
PO BOX98f REV DATE CHECKED SHEET NO.
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. L` EAST SANDWICH,MA 0253E
50s-M2-2922 DMM 2 of 2