HomeMy WebLinkAbout0468 SCUDDER AVENUE - Health 468 .S6udder:Ave'
Hyannis -
A=288 006 ._ ,
I
I
o �
TOWN OF BARNSTABLE
LOCATION y Iry 5 C u lh( AVM SEWAGE-4
;VILLAGE fly ASSESSOR'S MAP&PARCEL
--- � �
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY f 5 6-0 a lk
LEACHING FACILITY:(type) S% ffi Ci,? ?nj)^ (size)" 11 X 3l ;y /o'`
NO. OF BEDROOMS
OWNER
PERMIT DATE: `- Z 7 — COMPLIANCE DATE: /V—S— 64
f 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 r
l
vv CIA - a
No. . �6 N$e1 0 0 .0 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZippYicatton for �Dizponl 6pztem Con!Aructton Vermtt
Application for a Permit to Construct•_ -Repair Upgrade O Abandon O ❑ Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 7 5—5 6 8 0
468 Scudder Ave, Hyannisport David Chapman
Assessor'sMap/Parcel 288 006 468 Scudder Ave, Hyannisport
Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 5 3 9—7 9 6 6
Wm E Robinson. Sr Septic Carmen Shay
PO Box 1089 Centerville PO Box 627, E. Falmouth
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder (no)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Install a new Title 5 leach
system to plans of Carmen Shay, #SD941
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 Health.
lgned Date ` f'
Application Approved b ..Date
-Application Disapproved by: Date
for.the following reasons
Permit No. �/`� Date Issued
NO. . C Feei.00 fV 0
THE COMMONWEALTH OF MASSACHUSETTS Enfere"d computer:
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZIPPYication for 33i9;po9;a1 *pgtemc Congtruction Permit
Application for a Permit to Construct% eiair(Xj Upgrade( ) Abandon O ❑ Complete System ❑Individual Components
- t,.
Location Address or Lot No, Owner's Name,Address,and Tel.No. 7 7 5—5 6 8 0
468 Scudder Ave, Hyannisport David Chapman
Assessor's Map/Parcel 288/006 468 Scudder Ave, Hyannisport
775-8776 539-7966
Installer's Name,Address,and Tel.No. De ner's Name,Address and Tel.No.
. Wm E Robinson Sr Septic Carmen Shay
PO Box 1089, Centerville PO Box 627, E. Falmouth
Type of Building:* P
Dwelling No.of Bedrooms 3 L t',Sizezf ,a"" sq.ft. Garbage Grinder po)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures.'
Design Flow(min.required) gpd Design flow provided k r gpd
Plan Date Number of sheets Revision.D e
Title tx .
Size of Septic Tank Type bf S.A.S.4 ?;
Description of Soil
Nature of Repairs or Alterations(Answer when applicable). . Install' a' new Title 5 leach
system to plans of Carmen ShaX, #SD941'`. .
Date last inspected: 4
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. `
igned Date G
Application Approved b Date
Application Disapproved by: Date
for the following reasons
ti
Permit No. :Q.cc>'ro y Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
Chapman BARNSTABLE, MASSACHUSETTS
V Certificate of Con�aPYiacnce
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( )
Abando ed( by _ Wm E Robinson Sr Septic Service
at f..
4 t3 Sjuda rAve, yanntspor has been constructed in accordance
° /
with the provi1s'ons of Title 5 and the for Disposal System Construction Permit No. (� '�� � dated A .
Installer Designer _
#bedrooms 3 Approved design flow, gpd
The issuance of this permit shall .of be construed as a guarantee that the system will fu l tionride 4 need.
Date, ` 1 l (� Inspector
r r
i /
No. ae100.00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
-, Chapman
'igpont *pgtem Congtruction 30ermit
;Permission is hereby granted to Construct ( ) Repair ( X ) Upgrade ( ) Abandon ( )
System located at 468 Scudder Ave, Hyannisport
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Constru.tion mu be completed within three years of the date f t�p rn�t.
ci Gk
Date Approved byL,�Ii� _
Town of Barnstable
�tNE l � Regulatory Services
Thomas F. Geiler,Director
snaxsz BL&
MAS& Public Health Division
ATECMA'�► Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 10/05/06„"
Designer: Shay Environmental Services,Inc. Installer: William Robinson Septic
Address: P.O. Box 627 Address:
East Falmouth, MA 02536
On 9/28/06' William Robinson Septic was issued a permit to install a
(date) (installer)
septic system at 468 Scudder Avenue Hyannisport, MA based on a design drawn by
(address)
Shay Environmental Services, Inc. dated 8/20/06
(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. -
r-
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.
--- -�AOF MA
o� CARMEN
' y (Installer's Signature) -, . E.
o 'SHAY
No. 1181
GISTS
(Designer's Signature) . (Affi p Here)
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.
Q:Health/Septic/Designer Certification Form
TOWN OF'BARNSTABLE
L6CA''ION (e SEWAGE #
VILLAGE n A ESSOR'S MAP 6� LOT n,
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY IV"
LEACHING FACILITY:(type) J)p7gowc' (sue)
NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER �� �d �h�prn -
DATE PERMIT ISSUED: 00/ -i �>o
DATE COZIPLIANCE ISSUED: I
VARIANCE GRANTED: Yes No �/
" 1
tU a
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d
u No. �.. Q Fxs_•• GiJ
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.................................iOF...-1 ..f L[ .. .:......
Appliration for Disposal Workii Tonstrurtion.ramit
Application is hereby made for a Perin it-to Construct �A or Repair (V"an Individual Sewage Disposal
.System L16 B...S V . ./4v _........... .................._..................._.._..........
at n• d e or Lot No.
---•--..._... u.... ... .L........................•••. ------___.----- __. •--• ____.________................__...._
W �- Owner 1 �� Ad-d
-------------------•`--•••-......---- •-•--- .--... = ...... - :. "�1� . �.
talyfr�«. �4�� �. Address
Type of Building ?� Size Lot............................Sq. feet
aDwelling—No. of Bedrooms.........._l__-----------------------------Expansion Attic ( ) Garbage Grinder (NP
p, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria-
Other xtures .................................... ...
WW P
Design Flow......._1_.:. ._...gallons per petit er day: Total daily flow..........:.
WSeptic Tank . Liquid ca. acity_'l5v�gallons Length__,ye....... Width...6.........Diameter................ Depth..._..........
x Disposal Trench—No.F +6�i?ZWidth.._.�.......... Total Length....3 ........Total leaching area.:_SRl....eq:-4�Pp
Seepage Pit No..................... Diameter.:.................. Depth below inlet.................... Total leaching area.................sq. ft.
Z Other Distribution box (P_ DosingAank
Percolation Test Results Performed by..__ V_4 ..M.`f' .. _. 5- Date_Sv !2 1 q 8 !
,.a Test Pit No. ____minutes per inch Depth of Test Pit--:__..&........ Depth to ground water..... ..�Q.......-.
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.........................
cw . .............................. ... ---------------4---.._....... ----•-= -...........�
O 3..... 1- S u`a SC i I M d J -- S tR u_ � (� -
Description of Soil...Q._.'... �.......... V.
. .-.................e l u-vtn �.�._- ......
U ••---__---•--•---------------------
... ---•- ....•-----•--•..................................•------•----•-------•--------.....-•-•••----•--:-•--••--....•---•-------------•.._..........
-----------------••-----_. --_-___-_--..---_----•--------••-----•------.•---------------------------------- ....-
Nature of Repairs or Alterations—Answer when applicable....___•.._____ .r _____
U 1. .� �l- r.$�v.._.�,tY�7``.�. ! !v ._..._.... �//E/ !FFVSCRA w_'��...a.`..S f`ciitisZ ..................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TNUj 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has s been issued by th b uLQQiealtk
Signe --------- ------•- ----------- ----• ....... -
Date
Application Approved By---- ................................................. _______________ .:e
Date
Application Disapproved for the following reasons:.............................................................................................................._
...............•----••-......--••-----•-•-•••.....---.........._..:._.....------•--•-•--•••--•--......................_...-------------------=---•-•---••--•..................-......._..--•-•_= --
�/ / Date
Permit ........................._.... Issued_.......................................................
Date
'r�°'�i.'4-+...`r•.•.rw+'. __�. waYi Y ..-ti �....w-�4..`w+v� •. ..yam. . aw.erlrr..-!.: r°�.+•4y`._.+I'ti....,'N"'..r+'r'..+.�J.✓-ti......�...-vr.J'.�...•�:W .. rt _rY_�ry. .JV�`
THE COMMONWEALTH OF MASSACHUSETTS
lt,
BOARD OF HEALTH
O,NP)............OF.....1.�.! ..1 .. Z ......................... ,
Appliration for Disposal Works Tonotrurtion rrru ff
Application is hereby made for a Permit to Construct ice' or Repair (L4"an Individual Sewage Disposal
SYshm at:
.............Yr. B...sC u b id.�:�......�vL= ���,u Kh,s Paf r ................................_..__...__.....
..........._!/ _..�f.......Location
E�.Add
4.-:.e .! ............................ ............•--•-•.................---...... Lot-No................................_
Owner M Address, /
a - -I -F-Z (3c'i�vtt -fit-- {/l �l��f ��r / l 1
-.. �.....--- - --- z :%�---=-
.... . t.--..._...- ... .. ...._ .._..
M lam' Instal e?I ! 0� � /jf �L Address "`r
^Q1i t T of Building �1- f U Size Lot....•.....
Type g Z�/ ------------------Sq. feet
U Dwelling—No. of Bedrooms-----------1................................Expansion Attic ( ) Garbage Grinder (N)7
`4 Other—T e of Building ............... No. of persons................__.......... Showers — Cafeteria
dOther tfixtures .....................................fie-r�ww�
WW Design Flow.........11 d......................gallons per person per day. Total dai)y flow............y�.0.... _Pa gallons.
WSeptic Tank—Liquid capacity 15UOgallons Length...1.1......._.. Width...{......... Diameter................ Depth_G.._..:_..
x Disposal Trench—No:FA fE&YRSWidth....S ..........Total Length....... �....... Total leaching area.. .....sq=ft�y
3 Seepage Pit No----------_----_- Diameter.................... Depth below inlet--.................. Total leaching area.................sq. ft.
z Other Distribution box (i?) Dosinga ( ) 1
a Percolation Test Results Z Performed by.____A.'
!'..�«... .�! ...G -.S.:...___.... Date.:S��Y..� �----- .1..
1.4 Test Pit No. l.. _..---.....minutes per inch Depth of Test Pit.......1l........ Depth to ground water.......................
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
04 r ,
0 Description of Soil...0.........................................................S .....•----..I ....Mr .tu vin
h �— 'c :. - ...V:.
---------------------------------------------------.......
... ..........------------- ...............------------------ ---------
------------------ ------------------------------------------------------------------------------•-----------------------------------------......----...--------.....------......-••----•------•---•----
U Nature of Repairs or Alterations—Answer when applicable_______________:�� ...
.�u�l.-•--f�.C�v.._. ?�`c..rt:e�tik L/� / 1�Ff"vS�cA c� .M �.` S�ausz
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has s been issued the bQa d of health.
Signed. .. _ -t
Date
p� .........---- ..
Application Approved By...---•-----..__�C.....-----•---..:�.:�: - ------------•---........----•---•----...-- -•-•------...---�-----.......------�.
(� Date
Applicaf&n Disapproved for the following reasons--------------------------•-•--•---------•-----•--...--••--......------........:--••---•••........-••....._....
........................•-..............---•---------•-•--r--•---......---------•---•...._..-------••-••..---•-•••----••••••-----------------------------------•--•-•--........... .....-•-•--....
Date
PermitNo... � ._.`?��? ------------------------- Issued......................................................_
`t-
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.......... (91.! !I...`(..............OF:...� �.�.."�. .....:.`Q.....................................
r Trrtifutttr of Toutplinurr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (V) or Repaired ( �)'
by...............j` .............. #j.&lr*).-- ' �r---•---•-••---••----._...................---........--••------..........._
(./�C J- C Ci q-v 6 Installer /`j jk /J J -
at.•----•---....... •---•....................... .......................................................
`! .................I....... --••---•--......................._..............
has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No........ ........... �2.................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector------...............
------,------------------ --------------------- ------------- -------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEA TH
OF...J �cc fSc�'J. `�
No..... � FEE....
Disposal Works Todstrurtion Frintit
Permission is hereby granted............................... ! n C •-� ��- t
to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sstem
at No.: l.nYa•-. 5 �.(� 1)�R U ..Ly_....A t_S_-/A... w�a� S
.. ••.................•••-• . ....
'/Street
as shown on the application for Disposal Works Construction Permit No....0!?.:Y.00' Dated....�'.:�6_c��
..................................-.....................................................................
_
Board of Health
DATE..................................•-......•-----........---•-----------•--...---
v
*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. `; ""
SECTION A -A
10' min. from D ,ioNALL OUTLET PM BOX ai THE
a. `� 't< 1
Existing Foundation house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM SET LEVEL FOR AT LEAST 2 FL 12' CONCRETE COVER � �� �/' �•
Septic took covers must be D-BOX cover must be r t
TOP OF FOUNDATION = ELEV. 100.00 (Assumed) � wthin to GRADE w Steel Cover
within 6 in. of finished grade /
`: 3-5.OUTLET • a'-'`_:t., 2 o „ea'� 1 `a i:. I• i
Grade over Sepik:Tank- 98.00 Grade over D-Box- 98.00 over SAS- 97.00 3" of 1/8' - 1/2" Washed Peoston '`
- 3 HOLE H-20 •: �� � � KNOCKOUTS -.- s..�a. a;, _6 •..t«
DIST. BOX 3/4' to 1 1/2 ' Washed Crushed Stone \:
+ s _ 5.5• ^, 1r ifaEr ',.,.�
0.02 4•PVC(CAPPED)INSPECTION PORT TO BE DULCET e. ,
3' Maximum Corer INSTALLED AND TO BE"THIN 8.OF GRADE N
O 12 EXIST. S-0.01 or Greater Tap OF System- Elev. -94.75 _•. - _ y !�G«e*eserrw.
EXIST. PIPE 'n ,n 1,500 GAL s- 0.0,• 15.5• 4' - SCH. 40 T(- 'L 1.7s• `1'
FRIIN EXIST. FDUNDATIQ! p0, SEPTIC TANK O 20• per foot 10"Effective Depth
r° s PLAN SECTION CROSS-SECTION �''' -�
w
CONCRETE nA1 FOUNW, n H-10 '� R I` 5 Units 2 6.25' = 30' , , .",�J .,3 "�•"��M o -f
- i O 0.83' (10 inches) 3 3'
6 In.of 3/4--1 ,/r n > 31.25' 3 HOLE H-20 DISTRIBUTION BOX '
SYSTEM PROFILE compacted none
pO NOT TO SCALE
Not to Scale - c o N = 37,25
> 4' �� 4' R E'ffective Length
-` 11. SOIL ABS❑RPTI❑N SYSTEM (SAS) GENERAL NOTES
compacted stone Effective width INFILTATR❑R HIGH CAPACITY (H-20 L❑ADING)/ GE❑RGE ❑'BRIEN
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE 0 1. Contractor is responsible for Digsafe notification, Verification of Utilities
p m (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes.
w NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" AFFECTIVE HEIGHT IS 10" 2. The septic tank and distribution box shall be set
level on 6 of 3/4"-1 1/2" stone.
5' SEPARATION PROVIDED FROM GWI TO BOTTOM OF SAS 3. Backfstone ll should be clean sand or gravel with no
stones over 3" in size.
PERCOLATION TEST ( � ) 4. This system is Shay
E inspection during installation
�Obs. Groundwater - Test Hole 1dt 2 Elev.= 87.50 Ad' Per CAPE COD COMMISSION = 0.4' ELEV. 87.90 b Carmen E. Sha - Environmental Services, Inc.
V PROJECT ADJ. Groundwater = ELEV. 87.90 5. The contractor shall install this system in accordance
Date of Percolation Test:AUGUST 20, 2006 with Title V of the Massachusetts state code, the approved plan
Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations.
Results Witnessed By. DONALD DESMARAIS, R.S. 6. If, during installation the contractor encounters any
EXCAVATOR: Shay Env. Svcs. soil conditions or site conditions that are different
Percolation Rate: Less Than 2 MPI ® 36" from those shown on the soil log or in our design
installation must halt & immediate notification be
Test Hole Test Hole 0 20 40 50 1 made to Carmen E. Shay - Environmental Services, Inc.
No. 1 No. 2 7. No vehicle or heavy machinery shall drive over the
DEPTH SOILS ELEV. DEPTH SOILS ELEV. septic system unless noted as H-20 septic components.
0 97.50 O 97.25 SCALE: 1"=20' 8. Install Tuf-rite gas baffles or equals on all outlet tee ends.
Sandy 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
Loam FILL 10. All solid piping, tees & fittings shall be 4" diameter
10 YR 3/2
0"-9" 9s.25 0"-20" 95 Schedule 40 NSF PVC pipes with water tight joints.
.58
11. Municipal Water is Connected to ALL OF The Residence and Abutting
Loamy Loamy Properties Within 150 Feet.
10 YR 5/6 10 YR 3/2
9"- M. Be 94.50 20"- 24" Ae 95.25 THE PROPERTY LINES ARE APPROXIMATE AND
Fie
COMPILED FROM THE SURVEY PLAN BY BRUCE MURPHY, ENTITLED
Sand sandy PLOT PLAN OF J 468 SCUDDER AVENUE, HYANNISPORT, MA
25 Y 7/3 10 YR 5/6 DATED
g0.41 Map 288 Parcel 006 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
32"- 132 G 86.50 24"- 39" B� 94.00 �
Fine 9,000 Square Feet +/- 99 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
Sand - THE SEPTIC SYSTEM INSTALLATION.
2.5 Y 7/3
40-- 120 G 87•25 DECK EXISTING SAS TO BE PUMPED OUT AND REMOVED
�
ff / NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
PROJECT BENCH MARK FROM THE EXISTING SAS TO BE DISPOSED
TOP OF FOUNDATIONEXISTBVC, - _-OF.AS-PER BOARD OF HEALTH SPECIFICATIONS. _
Perc 1 ELEV. i 00:00 (Assumed' � 3 BEDROOM _ y 9�.-- -
C� ,� THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY
Depth to Perc: 48" to 66" HOUSE O ,'
Perc Rate= 2 MPI f r ► i� ASSESSORS MAP 288 PARCEL 006
MIW29/ZONE C - INDEX = 6 for 6/06 ► ; 1 #468 i LEGEND
ADJUSTMENT = 0.4 FEET L I ��
OBSERVED H2O Elev. = 120" or ELev. 87.50
3-2e DIAM.ACCESS MANHOLES ,'' G`� I _J SST HOLE #2 104X1 DENOTES PROPOSED
- - SPOT GRADE
,o' -a- 100� c �� ELEV.= 97.25
EXIST. , x 104.46 DENOTES EXISTING
3 1500 gal. SPOT GRADE
Septic Tank
INLET ` / `/ \`/ OU ,�' i GRAVEL 0 0 PROPERTY LINE
` THE ACCESS COVERS FOR THE SEPTIC TANK, 9 i pR1yEWAY ,r /
9 CJ 96P PROPOSED CONTOUR
DISTRIBUTION BOX AND LEACHING COMPONENT 1 ' t �' \
q SHALL BE RAISED TO WITHIN 6" OF ' L c•r e•• -!�.�
FINISHED GRADE. - - - --
- -97 EXISTING CONTOUR
v STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS
PLAN VIEW ON ALL OUTLET TEE ENDS I(' ` •4 'v �..rp: ;t¢:t D-BO1X CJ
3-24"REMOVABLE COVERS ��'' -1s„rJ/ /,9 DEEP TEST HOLE &
--- _.i ' PERCOLATION TEST LOCATION
g$ t TEST HOLE #1
3 •� �« - r''• �_ ' ELEV.= 97.50 /' �� 6 FOOT STOCKADE FENCE
I
PE
or min,
INLET 8" min.
Y min. Inlet to outlet s.e*, ,rfwrr I J 80.26
Lib - OUTLET
5• -r -�s• -r ►
Eg kluld min. . f , �3.35' P LOT P LAN
Llgaid deptl, ► �,
t Ia i O
OF PROPOSED SEPTIC SYSTEM UPGRADE
CROSS SECTION END-SECTION ; p i PREPARED FOR
z MR. DAVID CHAPMAN
TYPICAL 1500 GALLON SEPTIC TANK ; AT
NOT TO SCALE �� #468 SCUDDER AVENUE
(H-10 LOADING)
HYAN N I S PO RT, MA
0
Design Calculations CV i o L Bedroom of
Number of Bedrooms: 3 Equivalent to 330 Gal. Da 330 Gal. Da Min. per Title V i Bedroom m Dining m° 's PREPARED BY:
Garbage Grinder: No EN tiG
Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) - CARAMY E. SllA Y
Septic Tank : - 2 x 330 Gal./Day = 660 USE EXIST. 1,500 GAL. Septic Tank.
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bedroom Kitchen Living Room o NoH ENVIRONMENTAL SERVICES, INC.
Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. = 273.8 gallons
Sidewall Area: 0.74 gal./sq. ft. x 78 sq. ft. = 58 gallons GrsTti- P.O. BOX 627
qNI TARP
Providing: = 331.80 gallons s a EAST FALMOUTH, MA 02536
•
Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, TEL/FAX : 508-539-7966
TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE 3 BR HOUSE FLOOR SCHEMATIC SCALE: 1"=20' DRAWN BY: CES DATE:AUGUST 20, 2006
ON THE ENDS. NO STONE UNDER. (Description Provided By Owner)
PROJECT#SD941 FILENAME: SD941 PP.DWG SHEET 1 OF 1
-
20 FT. MIN.
TOP OF FOUND.
SOIL TEST
EL. s SL 10 FT MIN. DATE OF SOIL TEST jLij:l
WITNESSED BY 7 -
CONCRETE 4 SCH 40 PyC PIPE CLEAN SAND PERCOLATION RATE MIN INCH
covERs MIN PITCH 1/8 PER FT. OBSERVATION HOLE I OBSERVATION HOLE 2
CONCRETE
4" CAST IR N PIPE 12 COVERS
2" LAYER OF ELEV.• ELEV.=
_
�= ELE-V. .ASSUMEJ FOR EQUAL,j MIN. 1/8"- 1/2" WASHED
-rop +
PITCH 1/4 PER FT STONE
_� S iI`E'a t71 L_
— -3
FLOW LINE. .N MEDI iM
EL = ?'0.5D MIN. * 4��^/ .o Rod EL.= ` _ �A PAIL;
EL.= " '` 94•'�i ti 2'0 of o 1 INN C7 C7 C7 C7 O C7 C7 o p o =N t�
EL = I U LEVEL o o tD to C7 Cl - EL=
1 EL= �}� EL.= -�. 0 0 0 o a o 0 , o 0 0 t t
o a o 0 0 0 f
D I S T EL= `�5.7 o o o o o p a '
o o o p o 0 WATER AT — EL.= WATER AT EL.=
BOX
i 0 GALLON 3/ ! , '
DESIGN CALCULATIONS
SEPTIC TANK
r�ASHI-D STOP,;E z NUMBER OF BEDROOMS -t
GARBAGE DISPOSAL UNIT
v TOTAL ESTIMATED FLOW
SEWAGE DISPOSAL SYSTEM PROFILE c : GAL /BR /DAY x BR.) GAL/DAY
REQUIRED SEPTIC TANK CAPACITY 1500 GAL.
NOT TO SCALE ' -,r. 4 rt t7wf'11 '!~! t�,'.�+R�. WIT. S-70tA"-
ACTUAL SIZE OF SEPTIC TANK t_0 GAL.
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL = '- LEACHING AREA REQUIREMENTS
OBSERVED WATER TABLE 7 / I / " ) EL = SIDEWALL AREA C,S GAL./S.F.
BOTTOM AREA GAL./S.F
LEACHING CAPACITY BOTTOM+ SIDEWALL) l GAL.
LEGEND `3 �,� +R+ x � . S1 + ( u'y'Rx 1}
RESERVE LEACHING CAPACITY 5 — GAL.
EXISTING SPOT ELEVATION �c0
EXISTING CONTOUR — —— - 00— --—
FINAL SPOT ELEVATION ® NOTES:
FINAL CONTOUR I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E.
SOIL TEST LOCATION TITLE 5 AND THE TOWN OF f:KlV J r, RULES AND
UTILITY POLE -O- REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE .
TOWN WATER 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
CATCH BASIN ® � WITHIN 12 OF FINISHED GRADE .
— 1 \/
�ES�PQOt`> 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
i
4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
t i OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR
— WITHIN 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING
T-- 5�. ! SHALL BE USED UNDER OR WITHIN IO FT OF DRIVES OR PARKING.
5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
j� OF SHALL BE MORTARED IN PLACE.
t 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
SSW, DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
1 tr,
APPROVED BOARD OF HEALTH
,.� DECK TAa
7. THIS !=" Ak) ks FOR tIF'C RA[) N(T 0r SEPTIC..
P _
Y S TE M + A13T _110 L�F US E U FOP, 7-01` 14(y DAT E AGENT
j PROJECT LOCATION,
DR 'J -`-.1 --- 8. A R.EAK ADC IT i0N I PLA, �V; 0 1168 C UDtDER AVE
1
R
9. PUMP riND FILL C.GS P00LS 4YNhJN1
10. REFER N)LE PLArJ -- MORTC-AG-E INSP. PLAN
P'Y PAUL GRID E I•S L_ S . APPLICANT
-2 TUNE 19, 1989 � I)AVI D C 14A PhAN
II . ZM ?V ` ' � �1 �0 10" bF SU8S01L f1U0A,U �Y
---------------.-_"_._ i REPLACE `A/ I T-H CLEAN G-F A V F:L-
,f BRUCE G. MURPHY
3.35 REGISTERED SANITARIAN
t1 r 77 SPUR LAME
428-3358 MARSTONS MILLS, MASS. 02648
QA?14 \ SCALE: DATE,b'v -
Z—A 5 ENS Z—A/ r 7-0
REV. REV.
5CUDDEQ\ AVE
LOCATION MAP JOs W. SHEET OF
20 FT. MIN.
TOP OF FOUND. SOIL TEST
EL. = - 10 FT. MIN. DATE OF SOIL TEST (1!
WITNESSED BY
CONCRETE 4 SCH. 40 PyC PIPE CLEAN SAND PERCOLATION RATE MIN. INCH
covERs MIN. PITCH 1/8� PER FT, OBSERVATION HOLE I OBSERVATION HOLE 2
12
CONCRETE 2" LAYER OF ELEV. = _ ELEV.=
4' CAST IR N PIPE COVERS
Ai.L ELEV. ASSUMt;J (OR EQUAL MIN. I/8 - I/2 WASHED TLF� t
PITCH 1/4�PER FT r STONE �t�BS{}i
r
z
FLOW LINE 1 _.I :N MEDIUM
EL = 100,t) MIN. }.�`\ rD.Qaf, EL.=
EL.= •'K 9'I.";o/ 2'0' °e 0 C3 C7 O C3 C3 C7 C]
EL = 1 '�` LEVEL 0 CO D C3 C7 C] N 7.150
a Q o O a 0 ° . ° 0
DIST ,; ; a G o ° o ° ° o
EL , a 0 p 0 o p 0 WATER AT 96 EL.= 90- `10 WATER AT EL.=
BOX
GALLON 3 -' I ; ., �, EL.
DESIGN CALCULATIONS
SEPTIC TANK 'GNASHED STOt,)'E `j�
z NUMBER OF BEDROOMS �
GARBAGE DISPOSAL UNIT rJ0
v TOTAL ESTIMATED FLOW
SEWAGE DISPOSAL SYSTEM PROFILE ( l GAL./BR /DAY x BR.) '140 GAL./DAV
REQUIRED SEPTIC TANK CAPACITY 1 00 COAL.
NOT TO SCALE ��: y F-E_.nWE)iFFIJSOIRS W IT H 2 STOOP
ACTUAL SIZE OF SEPTIC TAN!( SAL.
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL = 3.30 LEACHING AREA REQUIREMENTS
OBSERVED WATER TABLE / 19 /89 ) EL.= 90- C) SIDEWALL AREA GAL./S.F
BOTTOM AREA GAL./S.F
I LEACHING CAPACITY ( BOTTOM t SIDEWALL) GAL
LEGEND \RESERVER LEACHING CAPACITY 1 ��'
GAL.
EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR — —— - 00— --—
FINAL SPOT ELEVATION Oo. NOTES:
FINAL CONTOUR I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.O.E.
SOIL TEST LOCATION
TITLE 5 AND THE TOWN OF RULES AND
UTILITY POLE REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE .
TOWN WATER W ��—W 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
�I O-u CATCH BASIN
WITHIN 12" OF FINISHED GRADE .
CES51a0�+ `� 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
/ O 04. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
_ OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR
_ 5n• WITHIN 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING
r— Ili SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING.
5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
OF SHALL BE MORTARED IN PLACE.
RULE 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
G. DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
LO MU OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
I
E — ---- I APPROVED : BOARD OF HEALTH
pECK 1
�----`' �. THIS p�� FOR uPC-RAar�Is n IC
cu F SEPT-
f `��* �--- __._. f0� DATE AGENT
-� s��s T�r� + No-r �r--n �� USED D FOR� �olv�����-
9.
OR ll�t)plv-f:,ylrja
It PROJECT LOCATION:
DRIVE — —"— 1 8. A BEAK ADD IT ION 1S PL .A .'VNE0
j "a8Gui7OkR. AVE
t ' 9. PUMP AND FILL C.EJSPDOLS
'e HYf> r�I��r�
10. REFERENCE PLAPJ — MORTG,4CTE INSP. PLAN r} �-r
8Y PAU L +G RDV E f-� L. S .
APPLICANT
SUNF 19 f9 89 ,A\ ) D t: WA ?MiAN
I i . REM( V F I(7� F Sllf350 I L A K:!`1!\if,r Y S? `M r�JL?
REPLACE 'W )T-H CLEAN GRAVFL
BRVCE G MURPHY I
/ REGISTERED SANITARIAN
3,35 SAS'?�{ 77 SPUR LANE
428.3358 MARSTONS 'MILLS, MASS. 02648
C
i
SCALE DATEI ;S V L",
��'
`' REV. REV.
5 , UDDER AVG
LOCATION MAP J0e W. [SHEET OF