HomeMy WebLinkAbout0004 SYLVAN DRIVE - Health 4 Syj an.Drive
Hyannis
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TOWN.OF BARNSTABLE
LcSCATION Ll Su 1 Jan �i � SEWAGE# 2 o Lo - 3Z 3
VILLAGE l anr-4 S ASSESSOR'S MAP&PARCEL E 4- -SI/
INSTALLER'S NAME&PHONE NO. 0 9f&W A v\-Q,Too&-Q-_ -LI Z 8 C/Q a S'
SEPTIC TANK CAPACITY t s o u \+ to
LEACHING FACILITY. (type) A-(-e log 3 42 o (size) t t
NO.OF BEDROOMS 3
OWNER CT�y �QCC�v.-
PERMIT DATE: - - Z.1. COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility It 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 L�aching Facility(if any wetlands exist
within 300 feet of
leaching:facility). feet
FURNISHED BY L�Peur>�,�o �'1�Up�'i t� LL e--
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpYication for Misposai 6pstem Construction permit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components
Location Address or Lot No. .Li, S y j j_%Vj Owner's Name,Address,and Tel.No. 4,-�- (LV.�-,e
t1 �ann�Assessor's Map/Parcel 6y^ 2
Installer's Name,Address,aA Tel.No. Designer's Name,Address,and Tel.No.
(.tJ�lua7:t(o
u Z`'d— z,9
Type of Building:
Dwelling No.of Bedrooms -3 rr qq Lot Size I Z�%1,y sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3 o gpd Design flow provided 3 gpd
Plan Date 9—2--"2.010 Number of sheets Revision Date
Title ( 5 ti t"4,n
Size of Septic Tank (soa 14—co Type of S.A.S. 5TKQ QSL ( 14
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) t�o l 5_6�0 Cd n hti
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 b this Board of Health. a c
ig ed O o Date
Application Approved byw4//U Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
.� :. -, -^.o.:. -,....--•-v�:._.,--^'+�7,.Y;ra•'��:4-+-:-�..+.�..a-.n-...-.•..-�.s+�l r•;:.:e�,- ;.-: ... ,,'s,._,,�_ e.t.a
No. l01 �•� � � ,
Fee /0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftplitatlon for NspoBal ;0�pstetn Construction i3ermit
Application for a Permit to Construct( ) Repair 96 Upgrade( Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Li Owner's Name,Address,and Tel.No.G 4f�. (le t✓��,Q
Assessor's.Map/Parcel
Installer's Name,Address,and Tel.No. P ° 3�r- 7 3 Designer's Name,Address,and Tel.No.
L1 2_G--
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size Z�$ V sq.ft. Garbage Grinder( )
s' Other Type of Building 5� � t � ( No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 gpd Design flow provided 3 3"i •-4 ? gpd
�-2-'2oto �.
Plan Date Number of sheets � Revision Date
Title
Size of Septic Tank 1500 IA _f y Type of S.A.S. s l71)"�2
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) t �� I/�'l ����L 1-A' "� - 3 of
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 issuednbDthis Boardf He h.
ig e ° Date 9
s{Application Approved by Tl
; d Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate-of Compliance
THIS IS TO CE(�T,IFY,,.t-hk't a On-site Sewage Disposal system Constructed( ) Repaired(�) Upgraded( )
a Abandoned( )by . � b�'l PdA CS �.L L.
at Li5��✓A'Yl �(. '"' ��-��t/a't^ has been cons ucted,in ante
with the prov' ions of Title 5 and the for Disposal System Construction Permit No /(l dated
JI �C S L� Designer L. r
Installer �$:?.�.�.t9--� Ty � r
#bedrooms 3 Approved design flow ' gpd
The issuance of this
permit shall not be construed as a guarantee that the system will f ctiomJ s design p
r
Date a 1 I J Inspector (/ /`! yA
---=----- ------------ ------------=----== =----= - =_ Fee-=- -
No.-*my
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Misposal 6pStem Construction vermlt
Permission is hereby granted to Construct( ) Repair(Y—) Upgrade( ) Abandon( )
System located at 1 S`(1"'n�/` t)r�^� � -'�o-► vt t i
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
i ,
Title 5 and the following local provisions or special conditions.
Provided:Cons • ct' n u e mpleted within three years of the date of this permit.
Date Approved by
. 'Town. of Barnstable
Regulatory Services
4 'Thomas F. Geller, Director
RARKN{'ABtdt, ' Public Health Division
MASS"
10 'Thomas McKean, Director
-'� 200 Main Strcct, Hyannis, MA 02601
Office: 509-862-4644
.1
Date: Yt_2,,.�' _ w Sewage .vermin _.200 -31 3 Assessor's Nnap/Parcel ��`'� /_ Y
Installer & Designer Certification Dorm
Designer: ..'_ C����r..�e..ryci(� �_.,....IL_.:. Installer:
Address: 1,h > 1 Ccc.r���c:ccx�����w°y__.._.__...__. Address: F 300, -7 �- 3
1............... __,.�.._..._._.__......
toe\ ���C.V1c.rYt '�� 0Zi.3 �� C�v. CCiJt ✓.^'� u'......
�.�,(.)h r $ 1o'�O t;,,,, - � 'Se) was )sued a penntt to m5tall H
{date) (installer)
VC,;,
septic sys(.ern at_ ' �' t- based on a design drawn by
(address)
:5 C: E:rt�jiit�t.e.i i rl,j 'T'v1C dated
01 2 I
(designer) __.._,.._......
I certify that: the Septic system referenced above was installed substarttia.11.y according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septiC tank. Stripout (if required) was inspected and the soils
were found satisfiactory.
_ I certify that the, Septic system rcf'erenced above. was installed with major changes (i.e.
greater than I W lateral relocation of the SAS or any vertical relocation of any campont:nl
of the_septic system) but in accordance with State & Local Regulations. Plan revision cr
certiticxi aS-built by designer to follow. Stripout (if required) I S • s recte::l and the soils
were found satisfac:tery.
JoHmI
(lit ler's 5tl,nattu•. --- w,t,
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S'
)es)f,ner s Signature' (A .)x t)e g
AS E RE',T'U.ItN T' ARNSTABLE PU KC VISI.O.N. CER'1:'.iFICA-YE
OF E 'I.IANCF. VYILL NOT BE ISSUED UNTIL. .$OTH THIS FORM AND 'N$-
BUI.I: ARE RECEIVED BY THE BARNSTABLE PUBL,,,IC El_k;,8:I:,'I'I:I .DiVISIO:N.
THANK j2p.
q%umcl• ..luc
T 0 d 2-95:0 21-) Z 809 9N T?I-q=IN T `lN-qn r WA J b: 5 0 0107-5 0—'17arT
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LOCATION SEWAGE PERMIT NO.
VILLAGE
INSTALLER'S NAME i ADDRESS
!�ecY Oo✓h
S UILDER OR OWNS
SA
DATE PERMIT ISSU E b
DATE COMPLIANCE ISSUED
Or govSE ;
�.' 3
y3
0
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
OF� 1 .� A.�..`�---------••------------------------------•-•--
Appliration for Uh4pois al Warkii Tomitrurtion Vrrmit
Application is hereby made for a Permit to Construc or � Individual Sewage Disposal
System at: j � �•
................ ......... .��
` fib .......... ...........---•••... -•-•-•...-•--••--.....•---.........-•--------••-•-•--------...............-•••--••---.......••....
C_ ^ �tI ocation_Cd41.... ) 1 t o- Lot No.
Address
a --------------111t..... �`� ?..-------- -----------........---------........._.....
Installer Address
UType of Building Size Lot............................Sq. feet
Dwelling—No. of Bedroom ..... ...................................Expansion Attic ( ) Garbage Grinder ( )
aOther Other—Type of Building ........................... No. of persons_......_____................ Showers ( ) — CafeteriaP4 fixtures ••• ..................... ----•--•--••••••••••••••••----------•-••••-•---•••-••••••--------•-----•-••••--••-•------•-•----•••........---•••-•-•-•-•--
W Design Flow.......................................... llo s per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity -----gall Length................ Width................ Diameter................ Depth................
x Disposal Trench—No................... Width___-- _ __ -___-__-- Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Di e r.................__ Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
0-1 Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I________________minutes per inch Depth of Test Pit.................... Depth to ground water.........................
(i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P4 --------
---------------------------------------------------------
...............
....
..--------------
-------
.-------------------
--•...
•-----------------------
0 Description of Soil........................................................................................................................................................................
x
U .....................................••-••••---•••-••••-•••-••••-••••-••••-••••••••-•----••••••-----••--•-••-•-•••-......-•••----•----•--•-••---•-•-•-••••••-----•--••••-......••..........-••---...
W ---------------------------------------------------------------------------------------------------------------------------------
------ ---------
1 U Nature of Repairs or Alterations—Answer when applicablelL _A_--:------ . ..�-...................
.••--•••-••••------•-••••--•-•••••----•---•-••---•--•-•--••-----•-••-••••••-•••-•----•••--•........................••-•-• •-•-••••--•-••---•---•-----••----•-•-••-••......•-••••............•---
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of,L?:
p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has``been iss d by the board of health.
Signe W..... .....................• ............
• .•--•.D. .........--•-
Application Approved By....''..... •- ------ ----•• IrL�1lB --
Date
Application Disapproved for the following reasons---------------------•---......-•••••......•••.._......••------•••-•••--•----•---•••-•-••---•••-•......•••...--••
--.....-•-•---•--------------------------••------------------•--•----------------•--•---------•--•----------•--------•--•••---••--•--•---•-••---•-••--------••-•••••-••-------••••------•--••••••--••---
Date
Permit No......................................................... Issued.-.eC? `' .�-�................
` e Date �"
No.............. .. Fns.........................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..........................................0 ..............................................
, 011Q.� . . ............._.........
Appliration for UhipwiFal Works Cron.6trurtion Prrutit
Application is hereby made for a Permit to Construc or `it Individual Sewage Disposal
System at• ✓
t ocation d s t o
1 I j or Lot No.
own ..._....�- -. •.••.. ....
�� / � Address
a ----------1-�:......---..v------------------------ ---------------------------------- --------�^l�Q t� act
Installer Address
UType of Building Size Lot............................Sq. feet
Dwelling—No. of Bedroo ...... ..................................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ........................... No. of persons............................ Showers ( ) — Cafeteria ( )
Otherfixtures .. ..................... ............................................................................................
Design Flow............................... ........... 11 s per person per day. Total daily flow.......................•....................gallons.
WSeptic Tank—Liquid'capacit ...�..__.gall Length................ Width................ Diameter_____.______-._. Depth................
x Disposal Trench—No.............. ..... Width...._.. ............ Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Di e r..__..._._......N Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) N Dosing tank ( )
aPercolation Test Results Performed by.......................=.................................................. Date........................................
Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water------------------------
fZ' Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
t4 ._...-•-•--------------------••--•-......_...--•••••-•-----..._...••--.......-••-•-•--------................ .._.._......_...
ODescription of Soil........................................................................................................................................................................
x
U .•-••••-•-•-•--••------•---••--•••••---•-•--•-•--•••••-••-•----•--••••••-••-------•--•••------•----•--•--•-•-----------•----••••••-•••----••---•••••------••--•--•••••-•-•--...-•••-•--••----•-••---•----
----------------------------------------------------•-----------------------------...._..--------------------------....-••------- ,�r
Nature of Repairs or Alterations—Answer when a licable b / Srii) � L-
U P PP I �� ..........................................................
----------------•-------------•-----------•--------------------•--------------------------------....---•••-••-•-•-••----•-------•---•--•----••-•-------••--••-•-•••••••--••••--•-•--••••......_•--••-•-.
' Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iI:_
p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has
,,been is d by the board of health.
Signe ..�N... _ ,,.c4,�--M^... ,..-----•--------------------•----........ � ... ...............
Application Approved By•.✓ a ---- � - t ....�.......................•• ` --Date
Application Disapproved or the following reasons:------•. ...............................................................Da
PP f f 9
--••-•------•---••••..........••-••-•-••••-•--•--•---•-•-•-•-----•--•-•-••-•••••--•-----•-•--••----••-•-•-------•---•••-•-••••--•-•------•-----••--•--••------•--••------••----•---••--•--••--•••-•.._.
Date
PermitNo......................................................... Issued I7`
-- ------------------------
A, Date
t
THE COMMONWEALTH OF MASSACHUSETTS
BOARD F HEALTH
.......! ... . ........OF........ .. .. ..................................................
(9rdif iratle of Tautplittnrr
S S TO CE I Y, That the Individual Sewage Disposal System constructedr Repaired (�
T _
by..... a l ......................• --.............----/-----------------------//.-. ---•--•---------•-
• Installer /
at.' -. G ••••-- > = � =-------------•-------•--•---•---•--•------------
has been ins ,Ile d in accordan with the rovis rls of TI ` ` of Th tate Sanitary de as described in th
P > ye
application for Disposal Works Construction Permit No....... .......2._$7,o__.._.__.. dated__ 1-. ."' �.
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONS RUE® AS•A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE l" `•_-�_...t�:....ff i ' ............................ Inspector..............&/Z,��.!/l�ll.Ue� .............
THE COMMONWEALTH OF MASSACHUSETTS
(� BOARD `#F HEALTH
�t/ C .. OF........`jf/l� ................................................... �
No.:....................... FEE........................
�tsroo or notrrtion rrtttit
Permission is hereby granted ` - ------------------------------------ --------------------
to Construct� r Repair (� Individ ewa e DisposalnS Lst
at No.- l. '� t -"�"
-
... .7........
reet
as shown on the application for Disposal Works Construction P /r it No. //jam/_/.+.�C.//// ted._ _._'. ._`........................
,� �(DATE..----+1�� > ------•---...----•-------------------- Board of Health T
r
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
TOP OF FOUNDATION = 39.6'± FINISH GRADE OVER D-BOX= 38.8'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 38,8' - 39.1' GENERAL NOTE S
PROVIDE EXTENSION RISER SLOPE @ 2% MIN.
WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISHED GRADE
OUTLET TO WITHIN 6"OF F.G. ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
38.7± REMOVABLE WATER-TIGHT COVER OVER 3"OF F.G. (ONE PER ROW)
@ FOUNDATION = 3 RISER TO WITHIN 6"OF FINISHED GRADE CODE AND ANY APPLICABLE LOCAL RULES.
20"MIN.ACCESS 36p MAX - } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
COVER(3 TYP.) 9" MIN I DESIGN ENGINEER.
pN.PROP. PVC PROP. PVC 36"MIAX.N. 11 6"MIAX. TOP OF SAS/B.O. = 36.34' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE
SEWER PIPE 5" DIA. OUTLET(S) SYSTEM UNLESS OTHERWISE NOTED.
2"DROP MIN.
MIN.SLOPE ,% 6" 3" " 3" 9" PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
- �- -- 3 DROP MAX. MIN.SLOPE @,% L=13 t JOINTS (TYP.) ELEVATION =36.34' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
10" 4"PVC IN FROM 1.08' t 13„ 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
*36 7'± 14" 36.35' SEPTIC TANK O 4" PVC OUT TO 0.59' (TY'7��MIEE IP.) 7.13"(TYP) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
LEACHING FACILITY + 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
36.60' 7 12" 6" N I CLEAN SAND 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
4- OUTLET TEE 36.17' MIN. j 36,00' 35.85' 35.26' (laid flat) 2.875'(34.5")_1
(TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
GAS BAFFLE 6"CRUSHED STONE (TYP.) 5' MIN. 11.5' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
tm OVER MECHANICALLY REQ'D NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
10.0'TO FND COMPACTED BASE VARIES (SEE PLAN) AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON AN APPROXIMATE M.S.L. DATUM OF 40.00'
6"CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE
OVER MECHANICALLY GROUND WATER ELEV.= < 29.00' BIODIFFUSERS (END VIEW) ESTABLISHED ON A NAIL SET IN A TREE AS SHOWN ON PLAN.
COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PROPOSED 1, ( ) PIPES TO BE LAID LEVEL. 19 - BIODIFFUSERS PROFILE
500 GALLON CONCRETE SEPTIC H-10 (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LENGTH 10' 6' WIDTH 5 8 DEPTH 5 8 (Dimensions per Wiggin CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
SEPTIC TANK PROFILE Precast Corp., Pocasset,MA) DISTRIBUTION BOX DETAIL 19 - ARC36 (#3613BD) BIODIFFUSERS TO THE DESIGN ENGINEER.
COw R T TOR TO VERIFY THIS ELEVATIONv 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE _ _ _ __ __ _____N_O_T_TO SCALE NOT TO SCALE
- ^ - - -�� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
PROPOSED INSPECTION PORT WITH TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
ACCESS BOX TO GRADE (TYP OF 4) MAP 289 PERC NO. 13025 APPROPRIATE AUTHORITY.
PROP. TOTAL 19 ARC 36 (#3613BD)
PARCEL 51 „W INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
030`00 �.
BIODIFFUSERS IN A FIELD CONFIGURATION S78g6 22' I Benchmark EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
Nail Set in Tree C.S.E.APPROVAL DATE: Oct. 1999 THEY SHALL WITHSTAND H-20 LOADING.
EXIST. LEACHING PIT TO BE PUMPED Elev. =40.00' f$ 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
AND FILLED WITH CLEAN SAND -� Approx. M.S.L. DATE: August 25,2010
TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
`ST MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
PROP. H-10 DISTRIBUTION BOX SpO I ELEV TOP= 39.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
NOTES: ZONE 2 ELEV WATER= <29.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
s LP SHED PERC RATE _ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
o_ 5) 1.) MAGNETIC MARKING TAPE SHALL BE PLACED SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
ABOVE + 25.Y I ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM • DEPTH OF PERC= 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN:
GROUND �/ (4) g.5 COMPONENT. c4 oS OC I
N POOL � m % + TEXTURAL CLASS: 1 ASSESSOR'S MAP 289 PARCEL 54
Z / kr_ W 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN . G p OWNER OF RECORD: GARY A. &SALLY A. RECAVE
'
a THE LOCATION OF THE PROPOSED LEACHING� • : � 0" 39.00' ADDRESS: 4 SYLVAN DRIVE
O FACILITY TO ENSURE CONSISTENCY WITH TEST PIT • . ' Fill HYANNIS, MA 02601
J m 3 6 m DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER .� LOCUS 4"
38.67
O 20�� ) y AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT , A " Loamy 10Yr 3/2 d
CP TP 2 TP 1 r" CONSISTENT WITH TEST PIT DATA. +� 8 38.33' FEMA FLOOD ZONE C
X (2) 39.0' 39.0' • ' Loamy Sand COMMUNITY PANEL# 250001 0006 D
3. ENTIRE PROPERTY IS LOCATED WITH A DEP
• B
X x ) 10Yr 5/6 17. DEED REFERENCE: L.C.C. 179390
EXIST. CESSPOOL TO BE PUMPED , ' APPROVED ZONE II. • 36" 36.00'
AND FILLED WITH CLEAN SAND o Z , ; • Perc 18. PLAN REFERENCE: L.C. PLAN 24740-B
X M X
O 54" 34.50 PLAN BOOK 176, PAGE 105
a 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
ll 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
w
x ti \ tl �• Medm-Coarse Sand C FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
X ' PROPOSED 1,500 H-10 PATIO �� 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
1 X GALLON SEPTIC TANK 39� \ (loose)
MAP 289
PARCEL 53 BH RCH
'l s2 Po _ X-x MAP 289
x o
HC2 ENCL �{ X X X X' PARCEL 55
x X LOCUS PLAN
x ' l
SCALE: 1"= 1000' 120"
C1 29.00'
I1X r \ No Mottling, Standing or Weeping Observed
x \ \ #4 GARAGE \
EXISTING DESIGN DATA TEST PIT DATA LEGEND
\ 3-BEDROOM PERC NO. 13025
\ \ DWELLING t \ /
� = � INSPECTOR: David W.Stanton, R.S. 50x0 EXISTING SPOT GRADE
TOF 39.6'±
EVALUATOR: Michael Pimentel, E.I.T. _ _
NUMBER OF BEDROOMS(DESIGN) 3 - 50 - - - EXISTING CONTOUR
<>�\ � \ � DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E.APPROVAL DATE: Oct. 1999
\ /
/ DATE: August 25,2010 50 PROPOSED CONTOUR
Z
n / TOTAL DESIGN FLOW 330 GAUDAY TEST PIT#: 2 ❑/H/W EXISTING OVERHEAD UTILITIES
c9� I DESIGN FLOW X 200 % = 660 GAUDAY t y I \� \ ! ELEV TOP= 39.00, WW- EXISTING WATER LINE
O ° \ \ I USE PROPOSED 1,500 GALLON SEPTIC TANK
ELEV WATER= <29.00'
1 TEST PIT LOCATION
N - 39- - PERC RATE_
O 1 I _ EXISTING LEACHING PIT
��GJ � \ I - LP
INSTALL 19 - ARC 36 (#3613BD) BIODIFFUSERS DEPTH OF PERC
TEXTURAL CLASS: 1
BRICK DRIVEWAY CP EXISTING CESSPOOL
I SYSTEM CAPACITY
I £ TOTAL L.F. OF BIO'S (4.8 SF/LF (0.74 GPD/SQ.FT.)=GPD (� 0 PROPOSED 1,500 GALLON SEPTIC TANK
\ \ (95.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 337.4 GAL. LEACHING/DAY Fill
I MAP 289 A 4" Loamy Sand 38.67' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
I PARCEL 54 £ TOTALS: 8„ 10Yr 3/2 38.33' ❑ PROPOSED DISTRIBUTION BOX
I TOTAL NUMBER OF BIODIFFUSERS: 19 Loamy Sand
\ \ 12,860 S.F.t TOTAL NUMBER OF COUPLINGS: 0 B 10Yr 5/6 0 PROPOSED ARC 36 (#3613BD)BIODIFFUSER
\\ TOTAL LEACHING AREA: 456.0 36" 36.00'
TOTAL LEACHING CAPACITY: 337.4 REV. DATE BY APP'D. DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
\ NOTE:
\ _ � PREPARED FOR:
EFFECTIVE
EHIAREA
OF4. 0 SF/TEOBT OBTAINED FROM THE C Mediu-Co6 6 Sand CAPEWIDE ENTERPRISES
M 1 \ X EN OFENVIRONMENTALPRO C O APPROVAL LETTER 2.5Y
\ "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED (loose)
' \ s78°30p0 DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED
�I \ - - _ LOCATED AT
_ 828�. -' -� FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052.
4 SYLVAN DRIVE
SWING-TIES \ X\ J - X x-X� - - - �- HYANNIS, MA
DESCRIPTION HC1 HC2 � �
\�� 12 23' X�XIX 120" 29.00' SCALE: 1 INCH = 10 FT. DATE: SEPTEMBER 2, 2010
x <
SEPTIC COVER IN (1) 25.1' 25.T ` x�;R'23.g� pRNE `N OF ti o s 10 20 ao FEETAN YOU No Mottling, Standing or Weeping Observed
SEPTIC COVER OUT(2) 31.2' 21.5' \ '' OUT _1963TOWtA
PREPARED BY.
BIODIFFUSER CORNER(3) 36.9' 27.3' �40'WoeY RESERVED FOR BOARD OF HEALTH USE ,it � JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
BIODIFFUSER CORNER(4) 43.1' 39.9' ` -_ EDGEAVEM
J,`} EAST WAREHAM, MA 02538
BIODIFFUSER CORNER(5) 59.5' 38.9' SITE PLAN _
508.273.0377
BIODIFFUSER CORNER(6) 53.0' 28.1' SCALE: 1"= 10' »' Drawn By: BSM Designed By:MCP Checked By:JLC JOB No. 1870