HomeMy WebLinkAbout0648 CRAIGVILLE BEACH ROAD - Health 648 CRAIGVILLE BEACH RD., CENTER.
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UPC 12534
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
01ppYication for Mi-4pool 6potem Conotruction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) &omplete System ❑Individual Components
Location Address or Lot No. Owner's
/Name,Address and Tel.No.
Assessor's Map/Parcel a L(( F
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
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�46/9-tc7T;2 0
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building we G 2 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow 3 > gallons.
Plan Date Number of sheets Revision Date
Title T
Size of Septic Tank 1500 51 \i Type of S.A.S.
Description of Soil r1/\e o s
Nature of Repairs or Alterations(Answer when applicable) P-�r
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 Certifi-
cate of Compliance has bee �� p �2
Signed . a Date
Application Approved by ® Date
Application Disapproved forte following reasons
Permit No. Date Issued
,.,-,.r...,.w..�„s•n:,•w.fr/-.M+r;,:��'`+....�r -.s.N }.�ems.�....n ..iJ�*`y"o*+,^+w�+.il-...v.w. 1{..���t9.,aa.r:.��r.'�'..r..... ._ ,..,a.+. ....r...,,`N'.-., w.,. !• 'F,.�-.�^
Fee`
THE COMMONWEALTH OF MASSACHUSETTS icd in-computer:
,��r�;. � � Yes,
' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS -
s
01p
irication;for i� ogar proem Construction Permit
Application for a Permit to Construct )Repair( )Upgrade(},' )'Abandon om lete S stem El Individual Components
PP ( P � � ( ) �� P Y P
Location Address or Lot No.6 qg C"rA U `� 1. Owner's Name,Address and Tel.No.
Assessor's Map/Parcel a l�� �/ r 54 M -Tl2j9YwiL�
y.
Installer's Name,Address,and Tel.No. a �s. Designer's Name,Address and Tel.No.
��� to6K AZ
• Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building gCi G 2 No.of Persons Showers( ) Cafeteria( )
S Other Fixtures „
Design Flow 2,'O gallons per day. Calculated daily flow; �-3 3 gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 1`^j 00 SiT til Type of S.A.S. 1�<<,� �11 31�S,�c {�1��tg Pj
Description of Soil YV E—0 S 80k�
Nature of Repairs or Alterations(Answer when applicable) y
i/
Date last inspected: ,
,r -
Agreement:- �
The undersigned agrees"to ensure-the,construction and maintenance of the afore described on-site sewage disposal system
t in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has bee y-t ' f_H. d Q
Signed 1 Date .�—
Application Approved by, t /, o IG Date
f
Application Disapproved for 11 e following reasons
Permit No. Date Issued
,C
————— ————————————————————---——————————
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded
Abandoned( )by
at IJLA o _t as beau constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer a Designer t 'i C
The issuance of this pe 4 't shal of be construed as a guarantee that the"te will funct' na desig /�/�DateInspector ./ (� �!t N !1/!
of v
No. Fee
-
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Miqu al *p5tem Construction Permit
Permission is hereby granted to Construct( )Repair(t o''U grade( )Abandon( )
System located at (L:2 ��> C w c r c.,v i s e
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions. ¢
Provided:Construction must be completed within three years of the date of this permit.
Date: Approved by
r
TOWN OF BARNSTABLE I/
LOCATION Gy �iT)I ac!1 t6, SEWAGE # -1
VILLAGE°.. F ASSESSOR'S MAP & LOT, 441P9
INSTALLER'S NAME&PHONE NO. eRa6,eV-6 AL2rAp_e—&,e4k
SEPTIC TANK CAPACITY /5,00
LEACHING FACILITY: (type) S C'"!(� i (size)
NO.OF BEDROOM + Aicc
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE:
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
Edie of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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TOWN OF BARNSTABLE u
LOCATION ach (a, SEWAGE #
VILLAGE. ° I iannJ Par-— ASSESSOR'S MAP & LO
INSTALLER'S NAME&PHONE NO dt-. 1 2 A-Pe _
SEPTIC TANK CAPACITY / -
LEACHING FACILITY: (type) S !o L (size)
NO. OF BEDROOM+ 0%1CC
BUILDER OR OWNER
PERMITDATE: 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
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THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
-.-........OF.....--- ,r�...q ,A.. -.._...........
ApplirFa#inaa for 14,svuiia l Workii Towi#rurtioaa Vamit
Application is hereby made for a Permit to Construct ( ) or Repair ) an Individual Sewage Disposal
Y:
at
- � � - -----------------------------------------
on-Address y `' or t No.
. v
�-•--------•-•----- .... -•-•-----•--•--------•••-----------------•------
ner ----•------------------•-------•--•---------Address
Installer Address
d Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms________________________________ ____Expansion Attic ( ) Garbage Grinder ( )U
Other—Type of Building __________________-_______ No. of persons..____________________-____ Showers ( ) — Cafeteria ( )
Q' 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. it.
z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by-------------------------------------------------------------------------- Date----------------------------------------
Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water---------.__-___-______-
LL, Test Pit No. 2................minutes per inch Depth of Test Pit.-______-_______._-- Depth to ground water------------------------
9 ----------------------- -----------------------------------------------------------------------=-----•-------------------------------------------------------
0 Description of Soil--------------------------------------------------------------------------------------------------------------------------------------------------------------------
x
U --------------------- ----------------------------------------------------------------------------------- - �e tt;`4 -------.--------------
--="� -----------------
U Na re of P. irs or A er�ations—Answer when applicable..._ t_� 1--__ _._[.=6_ �=_ ,--------------.
T
--------------------------------•--------••---•-----•----------------------------------• - -Q- -----
Agreement: ,
The undersi ed agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article NI of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has issued by the board o health.
Signe -- _ _ -_a. -�_ ----- - 7-.� -
Date
Application Approved B
Date
Application Disapproved for the following reasons-------------------------•--------•-------------•-------------------------•-----------•-------•-----------------
---•-----------------------•-•••--•---••----•---•-------------•---•-------------------------•----------------------•-------•----•-----------------•------------------- •----•----------•---------------
Date
PermitNo......................................................... Issued----- °�� ---- -----------
Date
' CIO
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
�- a
Appliratinn -far Uiipusttl lvorks Towitrnrtion 11rrmil
Application is hereby made for a Permit to Construct ( ) or Repair ) an Individual Sewage Disposal
SyatVn at:
r �------------- ...1' _- .--.---•-----------
a'on•Address iy or t No.
ner -" Address
p nstaller "",- Address
UType of Building `" - Size Lot____________________________Sq. feet
., Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) ,. Garbage Grinder ( )
Other—Type of Building ____________ No. of ersons____________________________ Showers ( ) — Cafeteria ( )
a YP g• ---------------- P t
Otherfixtures ------------------------------------------------------------------------------ ----------------=-.............--'.....................................
Design Flow............................................gallons per person per day. Total daily flow.._.___..___.._.__. :_.--_ _-_____-__gallons.
t� Septic Tank—Liquid capacityy___---^_gallons Length_______________ Width......-......... Diameter_____-_________ Depth____-___--_---
x
Disposal Trench—No-_______________._.__ Widtli__.________________ Total Length_�_a,______._.___-- Totaf 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. L_______________minutes per inch +Depth„of ;Test Pit::__________.:_`._ Depth to ground water---______________-__-_-
4q Test Pit No. 2_______________;pa-inutes per inch•','Depth. of rest Pit-..._..._._____.__._ Depth to ground water::::._:_____________-_-
a,
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ODescription of Soil-------------------------------------------------------------------='-` : ^_ -"--------___-_________-----------------------------------------------------------
x.
c, . ---•------••-•-----------••-----------•--•---------•--•----•--•------•-•-•--•--••-•••---•---•-•--•-•---•••••-•---•---••-----••••--••----•----•-----•---•-------••--••-----------•--•-•....-•---------
- - - -- - - - ------
NN re of 'R airy or -erations—Answer when applicable_ _______ ________ _Q_`L�Q__ __ -----------------
.. ------ ,�---------------------------------•--------------------------- ----------------------------
Agreement- t
The unders ned agrees to install the'aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance hasJYMN issued by the board health 41
Signe - -led
Date
ApplicationApproved By................. ------------------•--•--•-•----•----•---------------------------•--•---•--------- ----------•-•--------
.-S-.•, Date
Application Disapproved for the f olloiving reasons:--_----------------------------------------------------------,
.............
-.,
...................................�' ;gate
PermitNo....................................................=..._. ,., Date ------. .....---•--..---
. Issued-------- ,_.�. •'
THE COMMONWEALTH OF MASSACHUSETTS. tiv
BOARD OF HEALT
Q3!f171..................0F......... ,.. �a� `•`•... ••........ ... ~
�� �rrtifirn�r of f�rrut�rlinnre "`�� .�. .
T .IS IS�O�CE I Y, That the Indivi ual S a e Disposal System constructed ( ) or Repairedw___ `�by I /� t 6? -t4 \.1-- ._Y '---------------------------------------------------------
ll Installe
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has been installed in accordance with th provisions of art.i��ttI X(of The St e Sanitary C d as de ribed in the
application for Disposal Works Construction Permit No----Na-e-7--•------•--•----•--• dated_-_-r�5:Y —JAY
application
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GU, ANTES THAT THE
SYSTEM WI FU IO SA ISFACTO Y.
DATE Inspector - ------•••••• --••-
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
FEE-- . ................
rk nunstrurtbaa prMit
Permission is hereby An - '-- - ------ --- 1
to Cons ct ( ) or Repan Individual Sewa Dis oral SteJ� j}
at No. ...... X1.JWA_r,_h.J6._' `--4 1 L ; k'as shown on the a plication for Disp Works Construction emit No----- -__. ed.... il
- ______
r o alth
DATE--•-- - -----_-7./ ----------------------------•-------
FORM 125 HOBBS &. WARREN. INC.. PUBLISHERS
o l T10N SEA C.4E P UO
WERMIT ,
' cep
VILLAGE — - — —
IWSTQLLER 5 U&NAE ADDRESS
— — — A k B ins doh - Sao--
BUILDER 5 ►.1 &"F- ADDRESS
DINE PERNAIT 155UED
DATE COKAPLI &&ICE ISSUED : �' �
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(6Rv44:. nRCA-_,Sto.s 5•F.)-:. - General Notes: -
—' - ��=— -- 1.All work to be performed in accordance with Massachusetts State Building Code,780 CMR, t
•- - Eighth Edition,IBC 1009, dapplicable codes included by reference.All work to as
QT
approved or directed by local authorities havingjurisdiction.
2.Contractor to s =all permits,and to arrange for inspections by local authorities having -
____
:jurisdiction,as may be.required.
3.Work to be left in clean condition,ready for use and occupancy.All debris to be disposed off
1 5/ALC
site in a legal manner. ... .._..
1
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' Andrejs R Strikis
Architect
85 River Yew Lace,Centerville,MA 02632-Telephone:(508)790-0920 '
7
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Floor Plan .
' Second Floor Expansion
S`
l t548 Crai ille Beach Rd.,W.Hyannispon,MA,.'
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YWI UP,
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FO UNDATIDN
EL 1 �1.
STANDARD NOTES
GROUND SURFACE EL _��l' Z
N GROUND SURFACE Ems._\ C�\ . 1) THIS PLAN IS FOR THE INSTALLATION OR REPAIR OF A SEPTIC SYSTEM, AND IS NOT INTENDED FOR SURVEYING OR ZONING
PURPOSES.
OUTLET PIPE LEVEL �1 G 2 ALL INSTALLATION PROCEDURES AND MATERL4LS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
FIRST TWO FEET '3��� VENT REQUIRED ) TITLE 5 AND THE TOWN OF BcZ1_nStable SUBSURFACE DISPOSAL REGULATIONS.
TOP EL r PROPERTY INFORMATION WITH RECORDED DEEDS
' LIQUID LEVEL 3) NO DETERMINATION HAS BEEN MADE A,�� TO COMPLIANCE OF AVAILABLE .1�'ROFE Y
::. �•� MI1/8•- 1/'2 LAYER WASHED
10" D-BO OR ZONING REGULATIONS.
INVERT EL ..
r
14 t` :..:..::•::;•,:•:::• o 0 0 o ED o a o 0 0 0 0 .::.; 4 TOWN TFATER SERVICES THIS PROPERTY;
EFFECTIVE
•.• GAS BAFFLE .:•:•::•:•::: •:: :.::::.:..: ( � 5 THERE ARE NO KNO iVN PRIVATE WELLS ON .THIS PROPERTY OR T�7THIN Il?0 OF THE PROPOSED SOIL ABSORPTION .SYSTEM.
qSJ AT OUTLET INVERT EL ct�.� .•.,.:.•....,• .•.�::•:•.�:... SIDEWALL �„ \ � )
• N
HALL BE BROUGHT TO WITHIN 12 OF FINISHED GRADE 97TH ONE COVER OF THE
INNER INVERT EL 6) ALL COVERS OF SYSTEM COMPONENTS ,
. . . . . . T ELLCam .. r'T '�" SEPTIC TANK BRD LIGHT WITHIN 6 OF GRADE.
77
4. I S Cut,. Cot r �. ,
3/4 Il 1/2 DOUBLE
N INVERT EL ('TYPIcal) ""t '-SHED STONE 7) ALL SYSTEM COMPONENTS SHALL `REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
Fa STONE BASE `,
INVERT EL _ �
+ UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
_ q1.3
fl Gov Gal Septic Tank
._- BOTTOM.EL PUMPING OR REPAIR.
� S \fit -.. _ ��.. � 'Q _._.. ,
3 .1 _
J 4- W PARKING OR TURNING A,�EA OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
8) NO DRIVE AY, ,k : �'EL t •� —
BOTTOM OF TEST.HOLE
SYSTEM EXCEPT WHEN VENTING HAS BEEN PROVIDED.
„
9 SEPTIC..TANKS, GREASE TRAPS, .DOSING.CHAMBERS:AND DISTRIBUTION.BOXES SHALL BE PLACF,D ON A 6 STONE BASE
)
t..( b STABILITY AND PREVENT SETTLING.
TO ENSURE
OF THEIR LENGTH
10 OUTLET DISTRIBUTION LINES SHALL RElIAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET
)
_ N 10'
11 ALL SYSTEM COMPONENTS 'SHALL BE C,1PABLE OF WITHSTANDING H 10 LOADING UNLESS THEY ARE UNDER OR WITHI
)
OF DRIVEWAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H--20 COMPONENTS SHALL BE USED.
N T LRON OR SCHEDULE 40 PVC.
12) ALL BUILDING SEWER LINES SHALL HAVE AN.::INNER DIAMETER OF 4 AND SHALL BE CAS
COMPONENT
SHALL NOT EXCEED 36 UNLESS VENTING HAS BEEN PROVIDED.
13) THE DEPTH OF THE TOP OF ALL SYSTEk
14 IN THE AREAS OF EXCA VATION RUSTIA7 GRADES SHALL BE REESTADE)FRED UNLESS NOTED AS PROPOSED CONTOURS:
15) IF SOILS ARE ENCOUNTERED DURING Tl'fE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
�1
OL 5
� 1
\ � THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE. PROCEEDING.
\
a
i
_16) CONTRACTOR TO VERIFY LOCATION OF AGL UNDERGROUND UTILITIES.
TBM E
- / L 100. 00
Ca tch
Basin
J / ,
ti 0 Shed \
R
, " DEEP OBSERVATION
_ HOLD' LOG
S - \„ r Tes t
• \ �� — -- _ Test Hole #1
20. 50 �10 ��
j \. r � DE'SIG1`� DATA - pSoil soil
U� \ in �n) Horizon Texture Color
Y✓2p _ i ev Soil (USDA) (Mun ell)
,,
Number of Bedrooms.
S1 Ip '• •�� Garbage Grinder: NO 0 t 4 f00.8 0 LOAM
"3 0
\ c 4- Design Flow 10YR5 8
/ \ -- _ - - --- - - _ 14 36 9B.2f B LOAMY SAND /
_
110 Gal R a x'Number l D72
Septic Tank. ;,' 1 `� C�0 3s" - `1zo" 91.2.E C1 ., MED-SAND f0YR6/4
(Minimum = Design Flaw �t`200%)
Q Leaching~ Area:
Side wall
`98 i )
/ (4'siae.�al>s x t a u Ht'x `�
(1O1 (4 Endwalls x Ft x _Ft)
Existing Cesspools Bottom: y o
�10 / ____ �--
1� �1 to be pumped and filled 4 Ft� r
o� i p p
Long Term Acceptance Rate (LTAR): 0. 74
�L I (or removed as necessary
�----7 Pro osed
p Leaching Area Design Capacity. Deep Ohs Hole Dater MARCH 8, f999
S '
T U„ I / / Soil Evaluator RICHARD LEARNED
t L, .8 V <<l, / / / /� (Sidewall Area + Bottom Azea) z LTA12
d�?_r •� i, i, i , / t1 d dl �1�.� a �'� Witnessed By: N/A "
Pere Rater < 2 MIN/IN 0 36" — 48
1`7-� t P\i
,. Soil Survey Description: CARVER
c Material OUTIIASH
Geologic
Depth to Standing Water: NA
Depth to Weeping Pater. NA
��OF�y !►0Fc 1g P P g
�C / ✓ ' / �' sq Depth to Mottling(Color): NA
tiG Est Seasonal High GW: NA
`^ WINSLOW G WINSlGW v Observation Well: NA
N s M. �, USGS
M. m -+ Date of Last Measurement: NA
q /
A SNFO 2ao4o � s� SPOFFORD y
q #2os63 . w� Comments:
/ Q/STER .tF Ff'sIST£�
NA
r �', .`?1. ✓/ ': ry . �'+
PROJECT LOCATI01 C Yb
ASSESSORS MAP Z LOT
APPLICANT.•
Y � f�
�( PREPARED BY.
A & ``M Land Servrces
N 89 33 Old Main Street'
- South Yarmouth, MA 02664
508 398-2121 Fax 394-9642
74 - e�
- - - - - - - - E 1, - 10
. , ,
_ ;� _ (.�y SCALE. DATE � 71 �'
REV.
LO
CUS MAP
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1 F 1
-17IL AD oo
Jt
CH �_ � DWG. N0. �` ��� SHEET 0
ft �'i�OtJ
,
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FO UNDATION -
EL_ S TANDARD NOTES
GROUND SURFACE EL__10
GROUND SURFACE Ems_\Ca\ . 1) THIS PLAN IS FOR THE INSTALLATION OR REPAIR OF A SEPTIC SYSTEM, AND IS NOT INTENDED FOR SURVEYING OR ZONING
PURPOSES.
OUTLET PIPE LEVEL !� f`�1 Q 2) ALL INSTALLATION PROCEDURES AND MATFR7ALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
FIRST TIFV FEET 'j 6, VENT REQUIRED
.•. Ct TOP EL TITLE 5, AND THE TOWN OF __�.8r�1".L2:5'table _ SUBSURFACE DISPOSAL REGULATIONS.
.•.
LIQUID LEVEL 3) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF A VAILABLE PROPERTY INFORMATION UTH RECORDED DEEDS
MIN 2' LAYER DOUBLE WASHED
_ 10" D-BO iie•- 1/21 STONE OR ZONING REGULATIONS.
INVERT EL ., - im
:..;..:•.;.:
14 0 0 0 0 0 0 0 o 4 TOWN WATER SERVICES THIS PROPERTY.
o 0 0 0 0 0 0 o a o 0 0 :;:;:::�: :;:•:� . F CTIVE -- r �,,� e•-�ear c:�� IDO' OF THE PROPOSED SOIL ABSORPTION SYSTEM.
GAS BAFFLE AT OUTLET INVERT EL ��• SIDEWALL \ b) THERE ARE NO KNOWN PRIVATE WELIS ON THIS PROPERTY OR WITHIN
INVERT EL
INVERT EL 6 ALL COVERS OF SYSTEM COMPONENTS 5H4LL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE, A7TH ONE COVER OF THE
SEPTIC TANK BROUGHT WITHIN 6" OF GRADE.
Q �J ..CU 3/4'- 1 1/2' DOUBLE
„ INVERT EL (Typical) `�` WASHED STONE 7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
LOAD
T/I -1
LE
6 STONE BASE INVERT EL
-- ' + UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
f1.5"oa Gal Septic Tank
' ..�. _ BOTTOM EL PUMPING OR REPAIR.
8) NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER .IMPERVIOUS AREA. SHALL BE LOCATED ABOVE A .SOIL ABSORPTION
` BOTTOM OF TEST HOLE SYSTEM, EXCEPT WHEN VENTING HAS BEEN PRO VIDEO.
9 SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6 STONE BASE
TA ILITY AND PREVENT SET.'LING.
TO "ENSURES B �'
10) OUTLET DISTRIBUTION LTNES SHALL REMA.rN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH.
11 ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
)
G OR TURNING SEAS IN WHICH CASE H--20 COMPONENTS SHALL BE USED.
OF DRIVEWAYS OR PARKIN ,
12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4 AND SHALL BE CAST-IRON.OR SCHEDULE 40 PVC.
13) THE DEPTH OF THE TOP OF ALL SYSTEM,COMPONENTS SHALL NOT EXCEED 36 UNLESS VENTING HAS BEEN PROVIDED.
14) IN THE AREAS OF EXCAVATION, EXISTING ;GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS
15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
1.5 \
(10 )
THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES.
_ TBM EL 100. 00
C
tt
a tch Basle
Shed
(V i ,�.�
DEEP OBSERVATION
ovx , r zoO
HOLE LOG
S 8� 4 5 ry" , `_ Test \ -- Test Hole >
/ #
< < Pit \ (EL fO 1.2 f)
2O. 50 �1
DESIGN DATA
D ev Soil Soil Soil
t O n� �ft) Horizon Texture Color -
�R P ( (USDA) (Munsell)
G� Number of Bedrooms: l2)�1`JtJ �1-tL r
1� \.
/ U OT4N Garbage Grinder: No o -14 100.8 0 LOAM
10 YR15/_91
0 _ �^�. Design Flow:
..:.
X \ (110 Gal/BR/Day x Number o'BR)
Septic Tank: l 5 b 36" 1zo" 91.2E C1 MED-SAND f0YR6/4
Minimum = Desi Flow z 2Oy
a
F.P. / �� , / 1 Leaching Area:
/ ,98 Side wall
/ OX // / // 27 / (4 Sidewalls x x Ft) +
(4 Endwells x Ft x .--Ft)
I j" /i /i / / EXIs t1ng CesspOO1S Bottom: y O o
�10 / S / / �u v ---- ----
T ?1 /./ / r to be um ed and filled ( — x Ft) � 5 c�
F O� ��p- � -� �,� /�' ,��' � .p p Lon Term Acceptance to LTAR : 0. 74
rV �'� O /� -' -� /� /Proposed
17 ,7 (Or removed as necessary g p �
�L �� �' / '�"^7 L-r'�jJO e(,L Leaching Area Design Ca acit .
� i / /, � 1" g g Y' "� "=� Deep Obs Hole .Date: MARCH 8, 1999
r p ✓ .8 ~ / / // (Sidewall Area + Bottom Areal : LTAR Soil Evaluator. RICHARD LEARNED
�, 1 i/ i/ / / / A d dl tion G � Witnessed By: N/A
Pere Rater < 2 MIN/IN 0 96' - 48
Soil Survey Description: CARVER
Geologic MateriaL• OUTFASH
Depth to Standing Water. NA
' "" I / // / Depth to Weeping Water. NA
OF "( f. Depth to Motling(Color: NA
M OF;f say p )
/ \ / Est Seasonal High GW: NA
�YlR4LC?11s `� USGS Observation Well: NA
WINSLOW G F : �� ` , Date of Last Measurement: NA
re' SPOFFORD 5F��3rF�3 O r Comments: ,
/ O1' /y No.23040 y� 0 #20353 ci
O / . / , ` - r - - - - 1 �YA^I�
/ , � �QISTER pQ C V aTE 0,o�y
PROJECT LOCATION
2`�(D � a
.�
ASSESSORS MAP LOT
/ / b APPLICANT. �
/ G*
(F PREPARED BY.
A & M Land Services
N 89 72 50 33 old Main Street
x � � ,
South Yarmouth, MA 02664
(508) 398-2121 Fax 394—9642
74
�..
E 1" = 10' DATTF' oar l �' '
SCALE. `��
REV
LOCUS MAP
I r .� lf ,
.- •. D WG. NO. SHEET 1 OF 1
1 Y1101i r.o 6( 1rpt
I j