HomeMy WebLinkAbout0063 FOLSOM AVENUE - Health G3 Felsom 4ve
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LOCATION A\t.SEW PERMIT NO.
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VILLAGE
rYct Y1 n I S
I N S T A L R'S NAME a ADDRESS
c _O"-4
LEM
B U I L D R OR OWN ER
92
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
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No..... 1_ - Fim$../• l U
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THE COMMONWEALTH OF MASSACHUSETTS'
BOARD OF HEALTH
- OF..... 11 !JT1gt43 &..............................................
Appliration for Bispaaa1 Works Tontitrurthin ramit
Application is hereby made for a Permit to Construct ( ) or Repair ()�) an Individual Sewage Disposal
System at
:.. .. .._ 'Q../ :.....A4gad&--_---_-..._1)- ---- ----------------------------------------------------------------------------------
-........
Location-Address or Lot No.
---------------- ar_--lc... ....4EkL......_._....---••-...-••------•---------- ------ ...................................
.akawn �7 Address
.�_.....a :_.....' .... .-•-•---- _ 1 ► -..---•---.....-•--•---•---•.................•------------•-•-.....
Installer Address
UType of Building/ Size Lot........ ...Sq. feet
F. Dwelling j No. of Bedrooms............................................Expansion Attic Garbage Grinder (,VG)
aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( )
Otherfixtures ---------------------------------------------------------------------------------------_.---------------------------._..._•-••--•-•.._.._._.._._._.
W Design Flow................................�___gallons per person per day. Total daily flow---------_...................Z._Q__gallons.
9 Septic Tank—Liquid capacity.Ldoagallons Length.__V ...... Width_4.�.-c?"`__ Diameter________________ Depth.45'�_4_�..
Disposal Trench—No._-__O_.............. Width.....2.___._._._ Total Length-.__,30_f...... Total leaching area__,R/L?_.......sq. ft.
Seepage Pit No--------------------- Diameter..............._---- Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box (X) Dosing tank ( )
aPercolation Test Results Performed by._ .__ cD__.5.urt �r ._C !s52� + 5- Date_j9LAAAW_L.
Test Pit No. 1.....P.------minutes per inch Depth of Test Pit.....l_34".... Depth to ground water._/.3 y OFMgss
fa, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to.ground water_____ ........
STEPHEN
ODe
scription of , S . .__. ----_ _ _______•_____•_____•___________•__
T5L�J�
ua_30216U L • ..7- -C
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rl
-----------------------------------------------------------------------------------------------------------•--------------------------------------------•-•••----...-••-•--••••-•
U Nature of Repairs or Alterations—Answer when applicable.___116&rk.-(rrl_..._c_xts*yru�j___
rr-fd xc-e-----Lu'i.A----- c-pfir._:tZelxh---..%r(e4....1 noL hw� Y.nc.-------------------
Agreement: ci�iG
The undersigned agrees to install the aforedescribed Individual'Sewage Disposal System in actor ante with/Z=jo,-PS
the provisions of iITU 5 of the State Sanitary Code— The unders ned further agrees to place the system in
operation until a Certificate of Compliance has bee issued b e bo d o ��Ith,
Sned _ •-_. ._. .•••-• •--•_......... .- .......................
Date
Application Approved By--•-------••-•••••-••-••. -- •-•-•-.....
Date
Application Disapproved for the f ollowi g reasons---------------------•-.-----•---------------------------------•----------------•--------------------------•••---
.....--- _ ................................................••.............................
Date
a
Permit No......................................................... Issued...................
�� Date
T �
No................_....... FEs.... .. av
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
.. ............OF.....JR.4WWJ7;Vd4&
ApplirFativat for Biip.viial Works Towitrurtinat Famit
Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal
System at:
.... ..----_-- �. �. .......A4)4 V.�..
Location.Address or Lot No.
...................................
Address
�� _ ...._ . ..--------•----------------•-•••------
� Installer Address
d Type of Building/ Size Lot____--••-?,,.Q,QA:t..Sq. feet
a• Dwelling�I`To. of Bedrooms.........3...............................Expansion Attic (�(k Garbage Grinder (A/1
04 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
P4Other fixtures ---------------------------------------------- ------------------ --------•------------------------------
Design Flow................:.................. S_.galions per person per day. Total daily flow..............................dal0.gaIIons.
fA
W S a T r �t
x Septic Tank—Liquid capacity_I_P_QL?gallons Length____$__-A.___ ��idth._ _�__- Diameter_._!!!_—-Depth__i-.4._._
Disposal Trench—No.-----I.............. Width......P,__........ Total Length_.__.W.. ..... Total leaching area.__".0......sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution.box ()C.) Dosing tank ( )
aPercolation Test Results Performed by--- _ oc�.S�urue _. m*e�lI r�f5 Date..o.M.11bo/j....
Test Pit No. 1......P......minutes per inch Depth of Test Pit.......tJZ.__... Depth to ground water---/ H.OF-�
Assq�
Li, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.. � -_-__-______-
STEPHEN
---------------
..............•----•-•-•---•---•---•-------..__.....------------......-•-------••----•-•......•...........•..... ...... G
Q I� M i X ALLYN
Description of Soil.-----Q'--J --...T'aP.�C1L. ..Sk ��ll. ---+f8•.'•.11J4....11l maim Z---------------------------- 0 ....-WtCSOIv
x -------------------------------------------------------- ------------------•-•-=-------------------------- ------------•-----------......----------------• '°9� ® v�
V ••. - • --------- ----------• • -•---- --.. . --•-----------•-----------•-----••--•---•------ .N
W Awa--SL16�H�'�Y...�'r:Qe4•TiF'Ir><,p-_... --•- -- �o:�o-2i-s� �
rST
U Nature of Repairs or Alterations—Answer when applicable____} 6qn-t,;*,---Xxt_S 7_ G�ss�aols.... �Fss� NAtEa�'\
Kd....MP16"---AA�kh-----+uiPlac..-_ tt4IC---9614 V"61 Azm-- ch---------------------- -
Agreement: ei ran
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with./ 1p/
p TI.T12 5 of the State Sanitary Code—The undersi ned further agrees nQt to place the system in
the provisions of i I.�:..=:
operation until a.Certificate of-Compliance has bee issued by t e bo��of heAlth.
Si ned.
J �n'
Application Approved By-••-••--•••............•• t Date ...........
Date
Application Disapproved for the followi easons:................................................................................................................
........................................................ ............... Da te
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
✓r.?!`+'`-,i`'..........OF.......A�;eJ /41 J� 1� �t +'.��..........................
Trtifiratr of ToutpliFaatre
TFIIS6 TO�CERTIFY That the Individual Sewage.12isposal System constructed ( ) or Repaired ( GY
by...V..,-i:......l•'�'-'4' '. -ezie•--e..........a..;��z.! +* ----------------------------
Installer
at----•---4(�p.......... ...... --------------------------------------------•--•--------.
has been installed in accordance with the provisions of m ,- 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No......................................... dated---------- ._`__"7_--_ ._S..............
Tki ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.............................•.........--•-•-•------•--•-••-•--•--••--•---•..... Inspector....................................................................................
THE COMMONWEALTH OF MASSACHUSETTS C
BOARD OF `HEALTH ,----
!7 _ )
......./....f.%Cr ��'`j.-'....OF........E1C!��!�s �r,�:•�� ` �-..---..:J._....f �' v�>tC� u t7
No.---- - ,-
FE
E...
EE... .` ............
Permission is hereby_granted--•---2=-Z----- ;6.-- ----='... e•..`........--
to Construct ( ) or pa- ( an Individua Sewage Disposal Systerxa
at No -
, ,..
.. .. :. Street -
as shown on the application for Disposal Works Construction Permit No.._....6.-_.1 Dated ....... .E?.......
. - ...............
B r o
DATE--=........ .... f lth
` y
FORM.1255 HOBBS & WARREN, INC.. PUBLISHERS ,;
i
SOIL TEST PIT DATA; INDICATES INDICATES SEPTIC TANK DETAIL: 000 6,4&Cr,r DISTRIBUTION BOX DETAIL: LEACHING TRENCH DETAIL. REVISIONS
PERC. - _- OBSERVED NO DATE
P _ 5 i 8 � TEST GROUNDWATER NOT TO SCALE NOT TO SCALE - NOT TO SCALE
NOTES: i SEPTIC TANK SHALL BE STEEL 4 INLET AND OUTLET TEES TO BE CAST IRON, , NO. OF OUTLETS: — L_ lZ -la s Re✓• L oCAT'/Ca►J
'TP TP TP TP REINFORCED CONCRETE. SCHEID. 40 PVC OR CAST-IN-PLACE CONCRETE. TEES I FINISHED GRADE O F L�f�C►1M14 �r+cc6wcH
GRD. EL. /1 GRD. EL. __._-.____- GRD. EL._.-___ GRD. EL. 2 sEPTIC TANK TO WITHSTAND H-10 LOADING TO BE CENTERED UNDER MANHOLE COVER NOTES,
�_�_ r FILL AND LOAM
GW. EL. o. GW. EL. GW. EL.— GW. EL. UNLESS UNDER PAVEMENT, DRIVES OR
r—— -- I. DIST. BOX TO WITHSTAND H-10 LOADING •d.,..;,..:.,;.:•r.r:.z .,; r. , �.... ; .. ,; ., . �,;,.,• , �.;.� � PLUG
____ - I UNLESS UNDER PAVEMENT DRIVES OR
— TRAVELED WAYS,WHEREIN H-20 LOADING I 4'PERFORATED PVC S =0 005 ENDS
I SHALL APPLY. U PRECAST TRAVELED WAYS WHEREIN H-20 LOADING
F" -- — — — — —— — — —�,p�o��o— --—s� �a<a.. 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER �'= y I I DIST I I SHALL APPLY. !d o� ��� 00
1 FQc� LTU`� woo EFFECTIVE
-- CONSTRUCTION TO BE WATERTIGHT. 1
BROUGHT TO FINISH GRADE BQX f 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF L--VEL be BOTTOM �� DEPTH
INLET PIPE EXCEEDS 0.08 FT./FT OR IN �
f I PUMPED SYSTEM.
�lfp<(/r• 12-MIN L---r-�---J GENERAL NOTES:
COVER 3. FIRST TWO FEET OF PIPE OUT OF DIST
BOX TO BE LAID LEVEL. PROFILE I. THIS PLAN IS FOR DESIGN AND
CONSTRUauG.✓7 x t' I •• PLAN VIEW DISPOSALTION FACILIOF THE TY ONLY.SEWAGE
�TTJ4 T<"�v �tl _-J - - - - - - - - - - - - - / „ NORMAL WATER LEVEL REMOVCOVER ABLE
4 COVER
r - - - - -, r-_-- LOAM 9 SEED 2. ALL CONSTRUCTION METHODS AND
/EiGi'X. I i
2% MIN. FINISH GRADE MATERIALS SHALL CONFORM TO MASS.
INLET TEE PROVIDE --� D.E.Q.E. TITLE 5 AND LOCAL BOARD
_ - 12„ OF HEALTH REGULATIONS.
i I WATERTIGHT
i
- - JOINTS(typ) •1 I� �1 I�
►R[CAST �,• I ♦'-O" MIN. OUTLET y-� f' sEE I l MIN. 4. PROPERTY LINE INFORMATION SHOWN
lEPTIC I LIQUID DEPTH TEE NOTE 2 ti'.1 " I 2 MIN. OF I/8 TO WAS COMPILED FROM PLANS RE-
LIQUID TANK — I, /J 4' INLET I /_ '-- /-,2" 01 11j t r - -
USGS f1GT I i '�Li1 � ( W;OUTLET i C•fs¢cTi✓d V2" WASHED STONE CORDED AT THE BARNSTABLE
LtI°•rA? • s? ' r� REGISTRY OF DEEDS IN PLAN BOOK
Ark 41
k41 9 PAGE 10" AND DOES NOT RE
I I J• I;. -
y EA L - - - - - - - - - - - --� _ '.L- _--�1 1___ -- a' „ PRESENT AN 3 ACTUAL SURVEY ON
oo BOTTOM ON LEVEL STABLE BA![ o:�9;y ^o o�o ono \ �WA TO I-1/2 DOUBLE THE GROUND
' -BOTTOM ON (fYP� WASHED STONE(no fines)
_�► s G,W.
\ r `P � LEVEL STABLE
CROSS-SECTION BASE 5 WETLAND WAS LOCATED ON THE
I.L ' PLAN VIEW CROSS-SECTION VIEW CROSS-SECTION GROUND BY STADIA ON NOV 13,
1 3aF}on
1985 .
DATE: DATE: DATE: DATE: 20\ 1 �� INVERT ELEVATIONS. CONSTRUCTION NOTES:
&es ' 8N� f
I. IF ENCOUNTERED, ALL UNSUITABLE SOIL
TEST BY: TEST BY: TEST BY: TEST BY:
4" INVERT AT BUILDING �' I_._ . /Of ` SHALL BE REMOVED WITHIN A io'WIDE
Y: WITH Y• WITNESSED BY: WITNESSED BY: 6 �` � Q \\ 4" INVERT AT SEPTIC TANK0n) 9- C�4 ZONE AROUND THE LEACHING FACILITY
WITNESSED B WITNESSED B O � ( AND SHALL 8E REPLACED WITH CLEAN
To.•i fileh'A-m-v /' �Q 2 ( #�Q ( 4" INVERT AT SEPTIC TANK out) -8. 79 SAND AND GRAVEL IN ACCORDANCE WITH
PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: /' Pv N� v { r 4" INVERT AT DIST. BOX(in) 8, TITLE Y.
MIN./INCH MIN./INCH MIN./INCH MIN./INCH JE \� �. y a " 2. THE EXISTING SEPTIC SYSTEM, WHEN
4 INVERT AT DIST. BOX(out) - �- FOUND, IS TO BE PUMPED DRY a FILL_C
/ Oro \ , + WITH SAND
DATUM; = `� i 1 '
� \ � � � `�:. ` INVERTS AT LEACHING FACILITY:
VERTICAL DATUM: N G.V. D. /' � 1a �'f � op�N� � � �k � .,� 4 INVERT AT BEGINNING
bO \pg \2 \� 1 Gv OF LEACHING FIELD
= G at PG '�� 0° O� 4" INVERT AT END
BENCH MARK: USED R M 4 9 E L 9. 80 \ 8
A STREET, A BOLT TO e� \ C3 �\ �� � � � OF LEACHING FIELD t�2O
FOUND IN HYANNIS, ON OCEAN � /
THE LEFT OF THE WORD "OPEN ON A HYDRANT / � P `Q� `� � � �P�
ELEVATION AT BOTTOM
30' WEST OF POLE # 49 / 39
OF LEACHING FIELD 6" _
`n O 3 ADJUSTED GROUNDVPIATER ELEV. c.
6g -_ / Q� '� OBSERVED GROUNDWATER ELEV.
S X o , / I t
F F f DESIGN CRITERIA:
C' �° `NP��. \ � �00 \NG �I o ` ,t DESIGN FLOW
9� 11 � / -3 BEDROOMS AT //0 G.P.B./D .0 G.P.D. -
SIC 1 . f
a
/ G° 6 3 �✓ 1 W The BSC Group
,G rl cii✓G Tr:ern'C +s 15 \.P x 6 i` / f, 3
� ,h x 3�< 2 `.,. G�V �v /• REQUIRED SEPTIC TANK:
l
FN- "Pa / ' 49 GAL.
G,Vo,< A, ,o �'grae v- ;-7v�7`ry��lv�" G��.cus,<y �'ioh/ G f� �� •0 -A f' SEPTIC TANK PROVIDED: - /U oc� GAL.
•` J PGA , x ' J 0, Cape Cod Survey Consultants
STEP I MeawreLrathttt.attrUble -' �-�--� - - �- �r�! 9P \°p /`� SIZE OF LEACHING FACILITY REQUIRED:
/ t DESIGN PERC. RATE: __ _ MINJNNCH
Ro nearest 1/70 ft.�_ ��.-•-------_._-._--------- Date _.,[_�sS //d �`,,.. 0 !/d � !�.
�•• t', / Cad G / �' r Z 'x� 'x �1r ' L r R CN/n/(, ,"'-� �✓c.ram 3261 Main Street
S E. 2 U:. ;Water-Level Range Zone p�
n .r' G ON .�'' -=Jf,e+�,�L��, Route 6A
and index well Mao =:e
a/z�z g'x z._7 c,r-r>I5 E7 2 i3o G PD Barnstable Village MA
site and determine:
T✓�a y`f G� 02630 ----- - - -- -
CI ACaraarvate index well-____T�___--------_' � ° \�
��—q—{ \ <' , 6r'AAre�_ = s� c y0- 617 362 8133
�4 Water-level rang:zone . _. ---____ -L _J 4'� 3 .t QJ 4.1 --- 11=. Sam— -- ---- --- .3.
\ 59
. 7" i��• OP
STEP 3 Usingmonttst report"C:crrern
9` \
/� �,, \p 5 ° r ,� �° SIZE OF LEACHING FACILITY PROVIDED: PROJECT TITLE:
Q► 11��
Weyer Resources Ci.nd.tiart5' /Oi� v � � \ 4- r
err*tux�rrmt�ecthto
water level for - - - SEWAGE DISPOSAL
wam •x wait t ----
F 2 'x z 'X s' A 2.s-G vv/{ c-c• �rt�
STE' 4 UsingTab4ofSlater-ievelAdiustments , I F y1 G ,. L��,,�,,+� SYSTEM DESIGN
for index well(STEP 2Al•Current dectrt
to water level far.ndrtx. (S-EP 31. E, ��\c�' '� e , D / �' / r .--- 3 K 3 x' °'�-,� �� y•-�— ( PROPOSED REPAIR)
sna rver-levei zone IS-EP28i I 7 �P `P\�l\�J *ry f ,F '• --- -
determam water(evei adjustrne^t t .^' ..►..
FLOOD
$ E? ' Estimate cepth to high water
by subtracting the water- I �~ - _-_ _
level adjustment(STEP 41 i .� . ....- X," '� , �� 63 FO L S O M AVENUE
from measures Cec-n to water
levee a:site%STEP u_---.----_-__ ._..__»_.__.._...._-.�.-....._--- 4 3 - o � �.- � , �%,, � VARIANCES ARE REOU/RED TO ALLOW THE LOCUS PLAN: I N
.010010 to tr" r , . �' CONSTRUCTION OF THIS PROPOSED REPAIR 5� Pt� U N ( HYANNIS ?
UT//�I/��Ir• BARNSTABLE�� . �" � .�,,,'�• �,,,• 'r ' � �� � �• � �• /OD YEAR FLOOD= ELEVATION /O FROM FLOOD �� 5� �5t'
.+�� (�+p �" �,,. ..�_ i..�• i'' INSURANCE RATE MAP, NATIONAL FLOOD INSURANCE
�J� / ..•- �1 / ,/ PROGRAM PANEL 6 OF 25, COMMUN/TY—PANEL vvt
ALL UNDERGROUND UTILITIES Sh'OK'J1t� ltff`RE COMPILED ACCOf'D/I'/G TO AVAILABLE �10ti ``�- -�,•�.•-- " "'� #25000/0006C, REVISED AUGUST /9, /985,
RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES ' •-�" ' 6pr FEDERAL 2 ~"" PREPARED FOR:
\ . /° EMERGENCY MANAGEMENT AGENCY.
AND ARE A 0PR6LY/MATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED /N THE -'' W _ � r 4--�� � --- ' "`�- � 'bro F100"' � 04 o v E A R L E D. F 0 X
FIELD. y wrr J � In
BEFORE EXCAVATING, BLAST/NG, INST-SALLING BACKF/LLING, GRAD/N'-, PAVEMENT OF / Alen s LEWIS 13AlY
RESTORATION OR REPAIRING ALL UT'L IT Y COMPANIES, P'/6'L!C AND PR/VATS °3 "---` '� SA At- N u s MUST �-
RE COIN- TA•,1_'TE?; /A/// UD ,°'y'G THOSE >,v Cr )VTRnL OF UT/L/Tr�ES No,r StIlo ', Ff;.»�K W�IL� �'
gON Locus
ON THIS PLAN SEE CHAPTER ,70' ACTS OF 1,963' Urt MASS WE ASSly NO y � HIT %`'I •spa s�,
✓, ����cJsT �'�,� ----:�---`.o, 240N
DATE: NOV . 20, 1985
RESPONSABILITY .FOR DA.Y46I S /NC'URRL-D 4.� A RESULT OF UTILITIES COMP/DESIGN.—
OMITTED OR INACCLIRAT ELK .lt'OW/V + ZONE R B CHECK-
BEFORE PL ANN//'1G FUTURE Cc?NNECT/ ?NE fq 'PRO 'R/ATE UTIL/T Y CO tP,� L' - - �� '4 ' 'S H Y A►J 1J I S HA R 8 D iZ
DNS,
ENGINEERING DE,,'T. MUST B CONSUL TED. � �~( 4 �� DRAWN: T.P.C.
PLAN VIEW. PROFESSIONAL ENGINEER-CIVIL DATE SETBACK
PROFESS/ONAL LAND SU VEYOR DATE FRONT 2 0 FIELD R. L.H. / J.V. B
THE CONTRACTOR MUST /r TIFY UTILITY CO.MP4,VIES T2 FOURS IN ADVANCL' SCALE: 1"= 10 ' REAR 1 0 , - -
OF CONSTRUCT/ON- T.MIS :�I.�YBc DONE By C047ACiTING T.NE GIG- SAFE CENTE S I D E 10 , FILE NO.
(I- 800-322-4844) DWG. N0 10 37 T—SHEET
-
0 5 10 20 30 FEET SCALE.' /rr=2083 t JOB NO 03- 1677.00 1 OF I
d
SOIL TEST PIT DATA. INDICATES INDICATES SEPTIC TANK DETAIL: - _ s,� , DISTRIBUTION BOX DETAIL: LEACHING TRENCH DETAIL. REVISIONS
PERC. -'�- OBSERVED NOT TO SCALE NOT TO SCALE NOT TO SCALE NO C)ATE
i r - TEST GROUNDWATER
NOTES: I SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON, NO. OF OUTLETS: _1_ .— %�' '� Pee "
A
FINISHED GRADE c F I_�II'-.rtih}z:y i ...F�>•ar.•r,l S.41n1
TP TP TP TP REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. TEES - " NOTES \
GRD. EL. /4 GRD. EL. GIRD. EL. GRD. EL. __ To BE CENTERED UNDER MANHOLE COVER
2. SEPTIC TANK TO WITHSTAND H-10 LOADING � r_ _J_�___� FILL AND LOAM
GW. EL. =" GW. EL. GW. EL. GW. EL. UNLESS UNDER PAVEMENT, DRIVES OR I. DIST. BOX D WITHSTAND , D LOADING ••; .;..., ,r,�,;., , PLUG
TRAVELED WAYS,WHEREIN H-20 LOADING ' I .�..'... ..•.:.'. .::_.,�_ _ .:e.. _
I I UNLESS UNDER PAVEMENT, DRIVES OR _4'PERFORATED PVC S -0.005 -- ENDS
-,.... /
SHALL APPLY. PRECAST I TRAVELED WAYS WHEREIN H-20 LOADINGofo (�
3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER I I DIST I i SHALL APPLY. (p og op gQ° BOTTOM
�� EFFECTIVE
I LEVEL tje BOTTOM // DEPTH
-- CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRADE BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF
I I INLET PIPE EXCEEDS 0.08 FT./FT. OR IN
PUMPED SYSTEM.
12"MIN r_.___ _ - _ GENERAL NOTES:
COVER 3. FIRST TWO FEET OF PIPE OUT OF DIST
J ..
PLAN VIEW BOX TO BE LAID LEVEL. I. THIS PLAN IS FOR DESIGN AND
PROFILE CONSTRUCTION OF THE SEWAGE
uG .1r_-9 r „ 1 I REMOVEABLE
_ NORMAL WATER LEVEL • DISPOSAL FACILITY ONLY.
?wotrr/itv - J ------ - - - - - T T LOAM 8 SEED
T COVER- 2. ALL CONSTRUCTION METHODS AND
I 0 HEALTH REGULATIONS L BOARD
MIN. FINISH GRADE MATERIALS SHALL CONFORM T
+ PROVIDE _� +
INLET TEE � � •' •�'` t � , 1 D E Q E TITLE 5 AND COCA
WATERTIGHT — _ _--- - 12" F
' I JOINTS(typ) ,I le I I� MIN. 4 PROPERTY LINE INFORMATION SHOWN
PRECAST l,- 4'-0" MIN. OUTLET l SEE I +
l SEPTIC li �r ,,� 2 MIN OF I/B TO WAS COMPILED FROM PLANS RE -
CITE DEPTH TEE NOTE 2 I - ``�...____._.
-'I — TANK — I�� 9��0 /' - 4 INLET -�1l1 �• +�� - IV2" WASHED STONE CORDED AT THE BARNSTABLE
USGS i10tT I ( 1 ! ) 4 OUTLET ;___ L- _ 1PaP N 2` - REGISTRY OF DEEDS IN PLAN BOOK
---.- - �� 9 PAGE 103 AND DOES NOT RE -
.rA,Ap,,r I I � 1J - L-,-----_--j' � PRESENT AN ACTUAL SURVEY ON
------- - - - - - - - - - - - - - - - - --� — r -- 3/4' TO 1-1/2" DOUBLE
•�. • e . .. . ..a � . ..4•. —_--- -- e- v �. > .
Cx�s.G�W. Ir, oo� BOTTOM ON LEVEL STABLE BASE O �0�� BOTTOM ON (ty� THE GROUND
LEVEL STABLE WASHED STONE(no fines) 5 WETLAND WAS LOCATED ON THE
.n c Y"� �o
I. CROSS-SECTION BASE
PLAN VIEW CROSS-SECTION VIEW CROSS-SECTION- GROUND BY STAGIA ON NOV 13,
- 1985
BcA}ow! o{ Rt �"
DATE:- DATE: DATE: DATE: ' 0� INVERT ELEVATIONS. CONSTRUCTION NOTES:
- 1i:, Ncc/�//l,G� �C /Y� - /�/ /' Z „ti0 ) NQ i IF ENCOUN7EREC, ALL UNSUITABLE SOIL
TEST BY: TEST BY: TEST BY: TEST BY: `A^
, " - SHALL BE REMOVED WITHIN A IQ WIDE
OFf 9
I 4 INVERT AT BUILDING /`�-
ZONE AROUND THE LEACHING FACILITY
6 0 0 .,\\ 4" INVERT AT SEPTIC TANK(in) _9 �-
WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: O Y
fC�� l I AND SHALL BE RE0LACcD WiTh CLEAN
fC� 4 INVERT AT SEPTIC TANK(out) _ /�
\' ( " F,ND AND BE
IN ACCORDANCE WITH
V � Je � P � � + 1 " TITLE Y-
PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: tJ v P 4 INVERT AT DIST. BOX(in)
— MIN./INCH MIN./INCH MIN./INCH MIN./INCH r �M� \� 5� , " , 2. TEE EXIST'N; SEPT'C SYSTEM, WHEN
QP`t/ \'� ' 4 INVERT AT DIST. BOX(out) - FOUND, IS TO BE PUMPED LRY 8; FILLED
06 / / \ \ ' • WITH SAND
INVERTS AT LEACHING FACILITY:
DATUM:
4" INVERT AT BEGINNING
VERTICAL DATUM: N G.V D. 1� o`N 1
%� �O p9l �2 ^`' � y ��� LOov't �y � � OF LEACHING FIELD
_ �.-� G � PG ,�` OO v � •, �• �, 4" INVERT AT END
BENCH MARK: USED R M 49 EL 9. 80 �., \ � \g / gp ��� � -' , � I
OF LEACHING FIELD
FOUND IN HYANNIS, ON OCEAN STREET, A BOLT TO Q� �� / ,- ii
THE LEFT OF THE WORD "OPEN ON A HYDRANT � `Q / � � �`�Py� � 1 1 ELEVATION AT BOTTOM
F LE # 49 / 39
30 WEST 0 PO F / �' JP�� \ �� °�, � OF LEACHING FIELD
or
ADXUSTED GROUNDWATER ELEV. C' G
OBSERVED GROUNDWATER ELEV.
O \O
g� �g� DESIGN CRITERIA:
S
<'
0 DESIGN FLOW:
l g00 �� �S�\�G / 1 I -3 BEDROOMS AT f/a G.P.B./D- 3.3o G.P.D. -
\ s C)' o� -� -- -
Q
J --- - -- - — ---—
/ GO 6� , �'` f, -- - - ---- ----- The BSC Group
`� 6 ' REQUIRED SEPTIC TANK:
P f
•
= GAL
o \ , + `�``- r. `� � '� �'" SEPTIC TANK PROVIDED: _ ��_s�_ GAL.
O, Cape Cod Survey Consultants
QPG SIZE OF LEACHING FACILITY REQUIRED: p
W e r 10•h- _..----------- ------..__._. cat• ;%ES- //.O i ....,... .�.— ---•. O p�N\' �, ` . — --- -
`i f. '�"� "`�, J/,/ DESIGN PERC- RATE: __�—_— MNd„/F1CH
aA0"in/WYfYear / O,, ` 1 /+/ G� ✓ i� / __ .— -_ ,
G i _ ', 4, X �,: c ti►c.�lria✓c ;:Ir .tn/c f� 3261 Main StrE et
5 c 2 Ut.r Jla:er-_evei R. .re Route 6A
-''' O ! / � _�gt x 2, f,I}A rr i o G PC.) Barnstable Village MA
and' ntx Y,e;i:tan a:e � x` � Q 7 n
stir -id de ne c T7fi/W —_ — 02630 _ -
G ;•.nrGDt.ce Yen.--- --'----------- `—''-- ua 0 �'� ' P� /�� �; e1f'.D 617 362 8133
_
C!Prater-level rangy zone -- ` JG .0.,,,.O , -..� s, P / _
ss �jQ �SiC-NT/G 77�i11f+P p•� NG �c,. a /
I O U NJ. PROJECT TITLE
STEP 3 Using monthly receri•t- rrent /oo !�°�oo`' GOJ Nil SIZE OF LEACHING FACILITY PROVIDED:
Water Resources Czmit.o:x'
dlte,T,nle�r...t��=-ra /2, / sl 9O .�,.,,"� �, � ,r'"n � ,.Ji/��..�,� x.��-� ��,4��,A,� �.�•&,.,�� - -_ - - SEWAGE DISPOSAL
waver+ever for,n..-•well --_--------._._- _.......— ^. G /1' ---- -----
~Ift.vear �Y Q Cy, f� •""
STE� 4 Us,ng Table ofWater- +e+Ad;ust^enr_ I s�\�' '� `;: . ,r _ • / _ . - - - SYSTEM DESIGN
for ma"weil (STEP✓ii,cufrent ce.:tn ` �` ON �'Q'9~.. _ 1 O\G. ~- >" - ~ ��,�, C •r�..3.: •e /d Gdti �`..< 70 �Jl�
( PROPOSED REPAIR)
to water te.el for mce■well 1�:.EP 3' 91\ �1 a /..�
anc«arer.ieve+zone icTcP:3i . t Q f --
detet.--cia waterieveiaU'JSVnt^t ._.._. t•"� ^: y �yy►a� \` O ,��,... •"'. l ..✓ G,.RJ
LO ON
5`E= 5 Emrra-.e__o;n to h y-water
by sut:tractmg t^r wa:er-
lever di;Ustmertr(STEP 41
,•�: ,,•,,. - .t.:�-�, __- - - --_ — - - - - - _- - _---- 63 FO L S 0 M AVENUE
wa er a ems• r.
v
� � � "� j,, � � VARIANCES ARE REOU/RED TO ALLOW THE LOCUS PLAN. N N
... �,. .l ..� CONSTRUCTION OF THIS PROPOSED REPAIR 5�. t� ( HYANNIS )
UT/L/T Y NOTE-. �" ,,,� 0 /00 YEAR FLOOD= EL EVA T/ON /0 FROM FLOOD �q B A R N S TA B L E
.�T INSURANCE RATE MAP, NATIONAL FLOOD !NSURANCF
J � ,•,,... .r" PROGRAM PANEL 6 OF 25, COMMUNITY
ALL UNDERGROUND UTILITIES S`-047✓ +,ERE COMP/Lc J AL`CORD/l'rG TO Ai'A/CABLE � O� G e-- --� �;..• 0 �/ xs 25000/0o06C REVISED AUGUST /9, /985,
\'( `'.. �-�`" h O /j>� / ' w1 2 / PRLI-'ARED FOR
-
-5 PLAA'S FROM THE I,A1:?:`JUS Ur/L/TY CO/!�''P�N/ES AND PUBC/C AGEING/ES �.� �„ � �-�" �Pr i �6 .-�'i, „�' Fr0FRAL EMERGENCY MANQ6F_MENT AGENCY. ) 4C < J
AND AR` �' -FR, t'I'rS�.� GNLY. ACTc,�?L LOCATIONS;/Oh,; r4A'J T BE DETERMi��D /N T; �. �.--- �j6 ov 9 E A R L E D. F O X
_ ,r,,. "".. „r-• ��'' tit
9E GRE EXCAVATING, BL A STING, INS T 4L L Il'✓; BACKF/L L/P:"G, GRADIA. P ✓Ef. t "✓i "'"`'+ OF o S A/ >,E u/15 8 Y (�
RESTORATION A / / Y M A / PUBLIC AND PRlVQT� ___ .... .a.a.p ...� +— ea.�i . ,
OR REPAIRING ALL U T L T CO P N ES, PU L z_ M ,d. 3�- ALLYN �^ri la
MUST BE CONTACTED, INC-UDIAIG THOSE /N CONTonL QI� UT/L/T,(�S AICT S, ;V t 0 VOILSON _r ��5
WHITING u 'iu 302►b - -ON THIS R'_AN. SEE CHAPTER 3T0, ACTS OF 1963, MASS. WE ASSUME A+'0 No. 2 � ° �IEp�* ---.T — \ DATE: NOV . 20, 1985
�pr - -
RESPONSABIL/TY FOR DAMAGES INCURRL A.S A RESULT OF UTILITIESAq
'S' COMP/DESIGN s�gyl/ _
OMITTED OR INACCURATELY SHc?WN. ;'�` - ZONE R B CHECK:
BEFORE PLANNING FUTURE CONNECTIONS, THE APPROPRIATE UTILITY COM.PA,"i " -' ' r -.�'-y'. '' u Y a►J N l HARBOR -
a ,.•J / PLA, `J VIEW. PROFESSIONAL ENGINEER-CIVIL DATE sE TBAC K DRAWN: T.P.C.
ENGINEERING DEPT. MUST BE CONSULTED. PROFESSIONAL LAND SURVEYOR DATE FRONT 20 FIELD: R.L.H. / J.V. B
- - SCALE ?"- IOt REAR I 0 , --FIELD:
CONTRACTOR MUST A .,T/FY UTILITY COM,431VIES T2 HOURS IN ADV4/I✓Cr- SIDE 1 0 � FILE NO.
OF CONSTRUCTION. THIS MAYBE DONE BY COATACTING THE DIG-- SAFE CENTS D W_G NO-1_ 0 -37 SHEET
(/- 800-322- 4844)
0 5 10, 20 30 FEE t JOB NO 03- 1677.00 ' I OF I
SCALE.' / = 2083