HomeMy WebLinkAbout0051 OLD SCHOOL HOUSE RD - Health 51 OLD SCHOOL HOUSE ROAD
HYANNIS
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No.2-153CR
UPC 17734
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TOWN OF BARNSTABLE
LOCATION 5 " (- 146Q9 E Kb SEWAGE# o' o'9 —40
VILLAGE —ASSESSOR'S MAP&PARCEL -144 t
50q--f I Z-ks -T I
INSTALLER'S NAME&PHONE NO. CAP a RAT , Cads d
SEPTIC TANK CAPACITY I loco G44-stY s
LEACHING FACILITY:(type)C�y�lgei j mil,! (, ga$(size) 1a if `)C �,5
NO.OF BEDROOMS L4 LJ
OWNER FRAwtCC�IPJ Li[LAA / 001F LA&IP
PERMIT DATE: I Q 4 COMPLIANCE DATE:
4 S
Separation Distance Betweemthe:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility C��iQ Feet
Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) . k)l4 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) / 01A Feet
FURNISHED BY E �r
A
A - �- �
A - 55 - �? '
3
�3 33.`
0-5 , 4 I ` ,
13 :)-7 '�
TOWN OF BARNSTABLE
LOCATION SEWAGE #
VILLAGELQ- ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY 6-
LEACHING FACILITY:(type) 0% (size)
NO. OF BEDROOMS a PRIVATE WELL OR PUBLIC WATER Pc;0c-cam
BUILDER OR OWNER ir-'1eog4pj
DATE PERMIT ISSUED: 5�
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
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1 1. �
"Y\
No. O Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZIppliLAhon for M1spo8&r 6pStem Construction permit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System �dividual Components
Location Address or Lot No. 51 6 LD SCi4aC , wous P-D Owner's Name,Address,and Tel.No.
AkIkEC hi F �Ck)+L. fk&A
Assessor's Map/Parcel J n r Pr 1D ahax to Pe0
Installer's Name Address,and Tel. o. 50%47 - a'1-7 Designer's Name,Address,and Tel.No. Socs-=73 soy i
Type of Building:
e ��// .F
Dwelling No.of Bedrooms Lot Size 11.E 4q`M sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 44D gpd Design flow provided ���` gpd
Plan Date 16 q - .10 l!9 Number of sheets_ Revision Date
Title Z: i 0 Lb n c � O Ab
Size of Septic Tank I w 06 ,"j_lW Type of S.A.S. (�3) j oo Q(� C A&(4Q4
Description of Soil 144f5Z) —Cc,,40jS,g y as tf /X
Nature of Repairs or Alterations(Answer when applicable) U 5G MPtj 0&- :Q`C_ ) Lre N)
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 It
Signed Date to " 1(p 1 7
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 301 P- 14J 0 Date Issued /0It V C/
k�
No. In 1 4 D "2 Fee 1 6 t
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
` '4plication for Zisposal 6pstPm Construction i3Prmit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System E]Zhdividual Components
R "►
Location Address or Lot No. Owner's Name,Address,and Tel.No.
! Ol.p SC�+oot MovS� D FR LX"l►..1+(NODA AkkF. LA"15
Assessor's Map/Parcel (e H'�' G
Installer's Name;Address,and Tel.'No. 5p$ 'f'. g�-� Designer's Name,Address,and Tel.No. '5012 03-1
Cr V6UAx/R00&-7' le, Ouk <o . -Tc Cr.►ew te.�c c�� zL.0
Type of Building: '��,[I
Dwelling No.of Bedrooms �f Lot Size I, 1"s sq.ft. Garbage Grinder(.. )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) l.�r� _gpd Design flow provided ! gpd
Plan Date I!R Number
`of sheets Revision Date
Title - %�C b- n_1dk�dot 6 _k-6?Xx R QAh
Size of Septic Tank Type of S.A.S.� i00 _��y ►
Deseription'of Soil s���r n.. 644
d
d
Nature of Repairs or Alterations(Answer when applicable) U 5q 6X I.Crt&j 6 V_ C ('K.f-064— 110_(Lj kJ1{
a
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 lth.
Signed Date 01,0(?
Application Approved by Date
M Application Disapproved by Date
for the following reasons "
Permit No. I q1,j fj Date Issued j Lj
------------------------------------------------------------------------------------------- ---- -------------------------------------
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 _ u '�
at . c J bib S f�( "Odi paw has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. {6j. dated
Installer /- T JIB Dra _ Designer 'C. '), -s� y ,� "C,
#bedrooms Approved design flow q4j.,ol gpd
The issuance of this ermit shall not be construed as a guarantee that the system will cti n as designed.
Date 11I , Inspector
I � d
No: ( ( 7 Fee DR`
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem ConstrUctioIC, J)Prmit
Permission is hereby granted to Construct( ) Repair N
Upgrade( ) Abandon( )
System located at �(;7� ��° �� Jl
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction
must be completed within three years of the date of this permit.
1 Date /x ( CJ Approved by
Nov, 5. 2019 11 : 29AM No. 350 P. 1
Town of Barnstable
Regulatory Services
6 �annsrnat,e, a
Richard V. Scali,Interim Director
e 9 Public Health Division
b Thomas McXean,Director
200 Main Street,Hyannis,MA 02601
Once: 508-962-4644 Fax: 508490-6304
Installer&.Designer Certification Form
Date: 19 Sewage Permit# �O 19 YD�Assessorls Map\Parcel 21,�o7 7
Designer: T(: EA i�6)5 . 7nc,, Installer: cape..wkie Lh14r�cfsGj
Address: 2b5 N (x&.b err J+j�hWey Address: 15-. COm v,ec�efol S1(2e.E
On Coez"Niae &e+tre4scs was issued a permit to install a
(date) (installer)
septic system at 5 ( 016 Sbndo i HvSe, Road based on a design drawn by
(address)
C Goniouxi.n C) ) "T,n C, dated Oc,}0 e-r 9 20 i l
. / (designer)
v 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 constructed ' e with the terms
of the I\A approval letters(if applicable) o� �{N OF MgScti
y GJ
CHURCHII.LJR.
CI L
(Ii staller' Signatur No tBOY
oPa��R !s E
( lgner's Signature) (Affix Des' er amp Here) h
PI, SE RETURN TO ARNSTABLE PUBLIC HEALT DI SION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTA.BLE PUBLIC HEALTH DIVISION
THANX YOU,
Q;\Sapdc1Designer Certification Form Rev 5-14-13.doe
d
ADD.Lot2 010, Schoolhous^ --Rd. PRICE$ f 5
D S IRECTIONS:jje + t; r�nns iriort9 T1aSs. -oa.
From., Fi;,rannis office to west end ro.tary by .'_unfevs, or-". crD'i v?_l]
)each ro .d to j+,row vhtTT `T o� r;_}rb i, 1tSt '„^1 t at Lee vT,^.:( kSY
irn up hilly 2nrl. house on. r:t_;ht.
: .
5- o
- 4
STYLE
BATHS.::._.....
l 2 'ah�t�', - BETTERMENTSi .
r
s.,.. .
FP...........*.:.:r.?.. HEAT: BANK
PCH................... COST:`
,,ems
BALANCE:
.......... HOT WATER:-
RATE:
LFU Q; I........ RENTED?Co MO/PAYMENT:
DR. ..j...1}_16. BASEMENT: ORIGINAL YRS.:
Kli5 !k. SEWERAGE er"T' !-{' REMAINING YRS.:
STV,. `5......... WATER toV7? SECOND?no
OR,6 6........ FOUNDATION SIZE:
16,
BR...: .. .......... GARAGE: BARN.- -
BOOK: ISO(p PAGE: I i
.... BR.�::1 2...... Court
.... SR.....................
LD R':t! ,LJTY HnT,iE BY QUALITY BT?TI,DP
OCCUpnew.... Intercom Built-in Vacuum Cable TAT tJa]l-paper
STRM/D»....YeS..» quality carpeted .thru--out. Ezt in kitcl en Trj-t.
sTRM/W...Y¢ :...... telephone table y dble stainless steel sinks?.
• VA/FHA APP......... dis-;xaher, Anderson windows. Dinning rrm. p, -
neled loirer half. Panneled f amily rm wi th sld ._
doors to ar7e patio Vrith flood lights: onto a tree lot that.-r
deep. Living room with fireplace and book cab-netts- and closet-
on either side 2_s baths with dble vanity in main bat'l
INTER CITY�JEEDEDtn� -ER,PH�NED.? DATE
October 16,2019
CIO
l.+
1wiw)
To Whom it May Concern:
This letter is regarding my property at 51 Old Schoolhouse Road in
West Hyannisport, MA. I purchased this house in 1973-74 and have
owned it since then. I bought it as a finished 4 bedroom house and it
has not been altered or added to since it was built.
The original septic system is still in place and has functioned perfectly
for 46 years. No other family has lived here but us.
I have drawn a rudimentary floor plan of the house depicting the
location of the four bed rooms in the upstairs of the house.
Regards,
Franklin C la b
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THE COMMONWEALTH OF MASSACHUSETTS
BOARD F HE TH
f"r r/L- ...--------
OF........
Appliration 'fnr Utspviitt1 Works Tutuitrurtion Vrrntit
Application is hereby made for a Permit to Construct (-;! ) or Repair ( ) an Individual Sewage Disposal
System at• 3
ryry
Lo o Addres r L�ot�/q�vTo. p�
Installer / Address
d Type of Building / ,/ („L Size Lot---I i.0..0..OSq. feet
V Dwelling—No. of Bedrooms--.--_ Expansion Attic ( Garbage Grinder (t �
------------•-------•---
Other—Type of Building --.----_--- _--_--_-___- No. of persons____________________________ Showers ( ) Cafeteria ( )
W Other fixtures ......-----------------------------------------------
W Design Flow..:........................................gallons per person per day. Total daily flow........................................----gallons.
WSeptic Tank—Liquid capacityt _ allons Length................ Width_---_---..._.. Diameter---------------- Depth................
x Disposal Trench-No. .................... Wid lI---------- ------- Total Le ------
------------------sq. ft.
Seepage Pit No--------------------- Diameter. ___ Depth below tnle;" t_ __ __ a tI real__._.__.__ __.sq. it.
z Other Distribution box ( ) Dosing tank ( ) ��
Percolation Test Results Performed by-------------------------------------------------------------------------- Date------------------------------- ....
Test Pit No. 1................minutes per inch Depth of "Pest Pit-------------------- Depth to ground water--..-----.-..--.--.--.-.
LL, Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water------------------------
------ ----------- --- -----
Description of Soil------- -------- -------
--- ----------------------------------------------------------------
x
W ------------------------------------- ---------------------=----------------•----•--------------•----------------------------------•--------•-------•---••••------•-•--•-------.....•--•••-------.-----
UNature 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 Article XI of the State Sanitary, ode— e undersigned further agrees not to place the system in
operation until a Certificate of Compliance has n issue the boar' of health.
tgne ---- --------•....... ......
Date
Application Approved BY ....... . ...
•--• ----
Application Disapproved for the following reasons:--•-•-••---•----................................................................................................
--••-••••-•-•••------•-•----•-------------••-•-----------------......._...---•-•-------------•••-••-•---.•---••--.............---•--------------•--•----•-------------------------------•-----••-•-••-•.
Date
PermitNo......................................................... Issued........................................................
Date
----------------�
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THE COMMONWEALTH OF MASSACHUSETTS
BOARD QF HEALTH
,� • 4 6.
7
... oF...... ,,*.. :�� .... :.....�. .
Apphration -for Uiipooal Works Tomitrortion Prrutit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at
Lo too Address or Lot No.
. .
Owner Add ye s
-----• - #fir °
Installer /� 1.G Address
°
UType of Building 1177// Size Lot...4 _a_O..0._ Sq. feet
Dwelling—No. of Bedrooms-_.--_ _______________________________Expansion Attic ) Garbage Grinder (
kj
aOther—Type of Building ................:........... No. of persons...........................2 Showers ( ) — Cafeteria ( )
a' Other fixtures ----------------------------------------------------
W Design Flow............................................gallons per person per day. Total daily flow-----------------------------------_________gallons.
` W Septic Tank—Liquid capacity'' _'Pgallons Length---------------- Widtli.--------------- Diameter................ Depth_-.-_--_.-....
x Disposal Trench No ____________________ Width------,-_ ------- Total Le gtla ____ T�tal l6aching area....................sq. ft.
Seepage Pit No ________________ Diameter_ •_. Depth below rinlet �? a Total'leacl ing area------------------sq. it.
Other Distribution box Dosing tank 4rlz 4
W Percolation Test Results Performed by-------------------------------------------------------------------------- Date-----------------------------------
Test Pit No. 1________________minutes per inch Depth. of "Pest Pit-------------------- Depth to ground water---- .-.--. -.
1:14 Test Pit No. 2________________minutes per inch Depth of Test Pit-------------------- Depth to ground water--..-.-.._----.--_--....
W •------- -- -
il
xDescriptonoo ------•--- -__ --- , ,............................................... ...............
W
UNature 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 Article XI of the State SanitarWn
ode.;,.The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has issu d y the boa of health.
Signed - ---------------------------------------------�'�„„w,
Date
roved BY �w �.--APP11CatlOn APP i j._.a ✓y G
D6e
Application Disapproved for the following reasons:----------------------------------------------------------- ----•-•-•---------------------- •---------------•-
-----••-•----....---•-•----•---------------------------••-----.._-•---•--•------•-•-----"••-••••--------•-----------------•--•-•-•-•---•-•--•------------------------------•--------••-•-----
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD
�O F HEALTH °
Trrtifirate of "T.E.amplioore
THIS IS TO CERfIEK That the Indiv al Sage I posal tem constructed ( ) or Repaired ( )
by ------ '�-- ...............................................................---------
�., It'all fr '
has been installed in accordance with the provisions of Article XI of The State Sanitary Code as described in the
;--/ ..applicationtfor Disposal Works Construction Permit No---- ___.;3_ ''" _____________ dated...... �.- r
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 OF1 HEALTH
. ..,. . .. .. ..... =..
No......-...--••---•-••---- FEE- -------- ----......
Bitivofittl; ork,q(noostrortioi r ottt
Permission is hereby granted---- ................ ..............---- -- ---•V<r`'I- -'-------••-------
to Construct,( p)' or, Repair ( )� Itnd n ividual•"Sewage Ili posal)System 1------------------------
Street ��
as shown on the application for Disposal Works Construction Permit No f" A1ted,� / -.�___._
J
4 t -f= a_ a? rr -
` Board of Health r
DATE-
.----•-------------------------------------------------------• /
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
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PLAIJ
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40 OA
FINISH GRADE OVER D-BOX= 28.4�± ' - ' PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE
T.O.F. EL.= 28.1 FINISH GRADE OVER CHAMBERS= 2$.50 29.30 GENERAL NOTES
SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED
PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS uti� METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
FINISH GRADE OUTLET TO WITHIN 6"OF F.G. MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 3.5 2"OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
@ FND. EL.= 27.6 ± F.G. OVER TANK EL. = 27.7 t 5 DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC
-- -- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
TOP OF SAS= 25.00' PLACE RISERS ON ALL DESIGN ENGINEER.
PROPOSED 4 9' MIN. 4.3 MAX. CHAMBERS WITH „
`-EXISTING 41, SCH. 40 PVC 36 MAX. 24.00' SEE NOTE 23 , INLET PIPES TO 6"OF I 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE �l SEWER PIPE I BREAKOUT EL= 24.50 FINISHED GRADE-" SYSTEM UNLESS OTHERWISE NOTED.
6 3 2" DROP MAX - ' 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
" DROP MIN 3�� 9" MIN.SLOPE @ 1% L 25 ± PROVIDE WATERTIGHT o o ELEVATION =24.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
4" PVC IN FROM JOINTS (TYP.) ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
13 14 �\�*2� + SEPTIC TANK 4" PVC OUT TO O 0 0 0 0 0 0 0 0 O 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
CONTRACTOR TO PROVIDE0 LEACHING FACILITY o0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
SPECIFIED DROP BETWEEN 12" 6" oo o o
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL \ OUTLET TEE 24.40' MIN. 24.23' 2' o o 0 0 o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48 VERIFY CONDITION OF \ o 0 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
AND CONDITION OF EXISTING TEES GAS BAFFLE:1` 6" CRUSHED STONE o o 0 000 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY COMPACTED BASE 4.0' I 4.0' ( AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX TYF) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 30.00'
TO BE INSTALLED ON A LEVEL STABLE 33.5' ESTABLISHED ON THE NAIL IN TREE AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET 22 00, GROUND WATER ELEV.= < 17.00' 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
EXISTING 1 ,500 GALLON CONCRETE SEPTIC TANK 3 - 500 GALLON H-20 CHAMBERS 5' MI". CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
CROSS SECTION VIEW TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
*CONTRACTORTYN SEPTIC TANK PROFILE H-20 DISTRIBUTION BOX DETAIL CHAMBER DETAILS
ELEVATION PRIORR TOO ANY WORK u NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. �
NOTIFY ENGINEER IF DIFFERENT. - - - - �--- - - ---� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
• • � a APPROPRIATE AUTHORITY.
..�8 PERC NO. TPT-19-154
+ 1 ! l B INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
et c, UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
(� •. C.S.E. APPROVAL DATE: Oct. 27 1999
13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
.r'► DATE: October, 4, 2019
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
• TEST PIT#: 1
• MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
/j • ..+ • ELEV TOP= 28.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
• . FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
r'u.P.#1235/H . •. ' _. - - - -- ELEV WATER= < 17.00'
-� • • •_ . 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
QO 66 •. ' ZONE 2 PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
0
J���\ �t`��,,O� �S1 \ . some . . • '• • • Y � DEPTH OF PERC= 24"-42" 16. PROPOSED PROJECT IS LOCATED WITHIN:
p � rOo3h ` F7.�, w LOCUS w � i U � � ASSESSOR'S MAP 267 LOT 176
�0 OF/ �p;b ` �c�/T 0 ,�� . ••• • TEXTURAL CLASS: 1
�E�/ �1,0� as �4C {���• " • ' • OWNER OF RECORD: FRANKLIN C. & LYNDAANNE LAMB
G,G c' �� MAP 267 , \ MAP 268 Y f o ; ;: ` ; : • ' s 0" 28.50' ADDRESS: P.O. BOX 106
J� / p • • . • • A Loamy Sand WEST HYANNISPORT, MA 02672
0�0 Q LOT 176 \ LOT 269 m �' •: , • * *. * • ' r 6„ 10Yr 3/1 28.00'
" 12,694± S.F.
r� Z , 37• ++ R • / FEMA FLOOD ZONE X
S490 24'25"W c d \ a ` ` ,• • + B Loamy Sand COMMUNITY PANEL# 25001C0568J
35.00 EXISTING 1,500 GALLON . ; • .• r • {a �` 10Yr5/6
\ \
�,� •' ' fi I) 17. DEED REFERENCE: BOOK 3308, PAGE 229
U.P.#1235/4 '0 CHIMNEY SEPTIC TANK TO BE UTILIZED IN ".' � ' �. • i�`-"' �, � `•
24' 26.50'
�OLL� \\� ,) THIS DESIGN + •; �; ` jj Perc 18. PLAN REFERENCE: PLAN BOOK 261, PAGE 54 -
C GARAGE ' ` • :• ' t. �' i 9s i . ' iD. (t 1 > • i✓ 42" - 25.00'
o� #51 t• . . .�,- ; tit ;� , i •• 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
NCI✓ \ CONC. i , • • • ---- - -
\� \ �� EXISTING PAD PROPOSED 4" PVC VEN . . + !' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
GUYWIRE�\ ti�w 4-BEDROOM PIPE; EXACT LOCATION + , 3 °'+ ' Med.-Coarse Sand FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
S c9s DWELLING ,I c,� TP2 = 'LQ6,o �srj� PER OWNER I • '� - qj . ' -� _ C 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
Sno \ \ � m pro, �, ! ,-�.=�'�. � � °
S9. TOF=28.1'±- 28x5' o �S. ( *-.__ , , i r ;�~'t r -- c (10-20/° Gravel, 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
2ps3 S3F t / TP1 Some Cobbles) DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
O ' I- 10"
f �0128x5 1 � REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
O -.LSA- 22. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND
LOCUS PLAN
APPROVALS FOR THIS PROJECT.
GAS METER \ DECK LP o R.R.-TIES PROPOSED THREE (3) 23. ; IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
500-GALLON H-20 LEACHING
SHOWER SCALE: 1"= 1000'
CHAMBERS w/AGGREGATE 138" 17.00' APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7):
LP ' / , No Mottlin (1.) A 1.3'WAIVER (3.0' -4.3') FOR THE MAXIMUM COVER OVER THE SAS.
MAP 267 \��� ryo,� _ _ g Standing or Weeping Observed. �-LOT 175 \�� Sy ( aR 29x5' PROPOSED INSPECTION PORT DESIGN DATA TEST PIT DATA LEGEND
SWING TIES ( R 10" SHEL? PERC NO. TPT 19 154
DESCRIPTION HC-1 HC-2 �'� I NUMBER OF BEDROOMS (DESIGN) 4 INSPECTOR: David W. Stanton, R.S. 50xO' EXISTING SPOT GRADE
APPROX. LOCATION EXIST. X� Cl) o / EVALUATOR: Michael Pimentel, EIT, CSE - - 50 - - EXISTING CONTOUR
LEACHING PITS TO BE PUMPED,CORNER OF STONE (1) 20.4 50.0 ` o�r MAP 267 / DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 27 1999
�-F'�CORNER OF STONE (2) 45.2' 77.6' --ILLED WITH CLEAN, COARSE 6 o C° LOT 190 TOTAL DESIGN FLOW 440 GAUDAY -� 50 PROPOSED CONTOUR
SAND AND ABANDONED. � 29x7' Z DATE:
CORNER OF STONE (3) 51.9' 72.7' DESIGN FLOW x 200 % = 880 GAUDAY TEST PIT#: 2 EKI PROPOSED SPOT GRADE
PROPOSED H-20 DISTRIBUTION BOX-
CORNER OF STONE (4) 32.T 42,1' USE EXISTING 1,500 GALLON SEPTIC TANK ELEV TOP= 28.50' GAS EXISTING GAS LINE
ELEV WATER= < 17.00' ❑/HAW EXISTING OVERHEAD UTILITIES
PERC RATE =
/ INSTALL 3 - 500 GAL. CHAMBERS W/ AGGREGATE -W-W EXISTING WATER LINE
Benchmark DEPTH OF PERC =
Nail in 6"Oak SIDEWALL CAPACITY TEXTURAL CLASS: 1 TEST PIT LOCATION
Elev. = 30.00' (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY
Approx. M.S.L. ! (33.5' + 12.83') (2 ) (2' ) (0.74 GPD/S.F.) =137.1 GAUDAY - EXISTING 1,500 GALLON SEPTIC TANK
I
`
BOTTOM CAPACITY 0" Loamy Sand 28.50' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
(LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY A 6„ 10Yr 3/1 2g.00' O PROPOSED H-20 DISTRIBUTION BOX
GARAGE (33.5'x 12.83') (0.74 GPD/S.F.) = 318.0 GAUDAY
#51 \ g Loamy Sand 10Yr 5/6 PROPOSED 500 GALLON H-20 LEACHING CHAMBER
EXISTING ! C-1 TOTALS:
4-BEDROOM 24" 26.50'
DWELLING
= � = TOTAL NUMBER OF CHAMBERS
FFE 29.2'± �� 1) m TOTAL LEACHING AREA 615.0 SQ.FT. REV. BY APP'D. DESCRIPTION__DATE -_. DESCRIPTION---
u TOTAL LEACHING CAPACITY 455.1 GAL../DAY PROPOSED SEPTIC SYSTEM UPGRADE
�0 Med.-Coarse Sand PREPARED FOR:
C 2.5Y 6/6 CAPEWIDE ENTERPRISES
O
DECK (4 0 2
NOTES: (10-20% Gravel,
HC- Some Cobbles)
p 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF LOCATED AT
335, EACH SEPTIC SYSTEM COMPONENT.
Cb
^ti
51 OLD SCHOOL HOUSE ROAD
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE HYANNISPORT, MA 02601
3) PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF SCALE: 1 INCH = 20 FT. DATE: OCTOBER 9, 2019
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 138" 1 1 17.00' tN of I 0 10 20 40 50 FEET
3.) ENTIRE PROPERTY IS LOCATED WITHIN THE WELLHEAD PROTECTION No Mottling, Standing or Weeping Observed
JOHN L. PREPARED BY:
OVERLAY DISTRICT AND DEP ZONE II. RESERVED FOR BOARD OF HEALTH USE CNu CIVIL '� JC ENGINEERING, INC.
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY NO. 41807 2854 CRANBERRY HIGHWAY
FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS c�
IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL EAST WAREHAM, MA 02538
SWING-TIES PLAN SITE PLAN NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. 508.273.0377
SCALE: 1"=20' SCALE: 1"-20' Drawn By: ATB Designed By:MCP Checked By: JLC JOB No.4830