HomeMy WebLinkAbout0108 WAGON LANE - Health 108 Wagon Lane
Hyannis
A = 270- 210
i
TOWN OF BARNSTABLE
I.
LOCATION. )�A_42 qr�r ) (��,�, SEWAGE# p.o- i 0
01,
VILLAGEa-I r J ASSESSOR'S MAP&PARCEL
INSTALLER'S &PHONE NO. r,, �f�{' •� CMG
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) ✓(size) ` K
NO.OF BEDROOMS �-
OWNER- F
PERMIT DATE: (r" '-4; — ;)o COMPLIANCE DATE:
Separation Distance Between the: "40 L
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;) m Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300,feet of leaching facility) f L� 1141PI Feet
FURNISHED BY C-'-�� �~���> ,�'✓`J"
F
I
00 0
N
W
r7-
0
a
e
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01ppliCation for Misposaf *pstem Construction permit
Application for a Permit to Construct( ) Repair(-4pgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 109 Owner's e,Addr s,and.Te.No.
Assessor's Map/Parcel ;,70 4.
I 's N e dres "and Tel. o. G Designer's I)Tamr e11, ,A ress,c Tel.�I -�
� �= w aCl�� L wry rbA A1�1 }t
Type of Building:
Dwelling No.of Bedrooms Lot Size 15 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) I-P-Q-'0 gpd Design flow provided �j�j�j gpd
Plan Date 'c)-& Number of sheets Revision Date
Title 1
Size of Septic Tank CfX) 41 Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
rV,e2,J LlcalGk l n c ei SOD �d
�G CAS.t �twn.
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 7.�
place the system in operation until a Certificate of
Compliance has been issued by this Board of th.S Date
Application Approved by ��`' ` Dateaz
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
♦.inrR:J`.'r."'Yj( r..�. ..^f'7` .y, .}__ y K .....e'..Lir--..,+,� .� ♦ , �... .,. '• �Yr,y....,a n. .. � .k.4A�. _.. ,. .m....r.•yir.:
l � ,
No. 1'T^�� v Fee
_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: I---�--
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
application for Disposal 6pstrm Construction Permit
Application for a Permit to Construct( ) Repair(�)°�Upgrade(...) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 106 icy ' Lr> Owner's Name,Address,and,Tel•.No.
Assessor's Map/Parcel r� tL ! Q " y D [C t..tI1e-'r?ra,fa
Installer's Name-Address,and_Tell.No,. r Designer's Name,Address,and,Tel.No. �1
�C'it.7�"-�"�".L'��"�" �� '�-a•c� I� fSL` �`�r�v�'/Are'�'�r'3t"�''� �/��1� ` ` � �.��b'�'C�, -(• -.l�-[...ln'"i/`r
Type of Building:
DwellingNo.of Bedrooms
Lot Size �x,.,�"l,��� sq.ft. Garbage Grinder.( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided ' ' gpd
Plan Date " c;-,�2 — (� Number of sheets Revision Date
� �
.,Title
Size of Septic Tank ., 0CX1 �t'�i - ', 1Type of S.A.S. y :~:
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement: -
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
'accordance with the provisions of Title 5 of the Environmental Code and-not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health y
Signed,..:. Date
Application Approved by �_\ __•r�h r Date
Application Disapproved by ram" rye• Date
for the following reasons a`;
Permit No. �' S7 L "' /y/ Date Issued j
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) .Repaired( � Upgraded
Abandoned( fl)�by r p-�-a� 13 . �O3 �G
at �T� �f a�"j�'("yN ,( has been constructed in accordance rr P
with the provisions of Titlet 5`and the for Disposal System Construction Permit No ] datedt, _,._
Installer { 441_4+ L.) _T( C Designer A -I I (' ` ",Y I G ist�'►/ [r
#bedrooms Approved-design
d=design flow :J�7 gpd
al The issuance of this permiit/s lot be.construed as a guarantee that the sym will funct(ion�as designed. ---___" -y e
Date ✓ Inspectbr, �a._J ► / ,. _
--- -- ---- ------------------71
. .,_-.._ _.._....._.- / ...?_____._._____._.._..__..... .._.....,.___,__. _ _. . / _ .._ _ _ . _. ....
No.r J' 1� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction Permit t
Permission is hereby granted to Construct( ) Repair(f Upgrade( ) Abandon( )
System located at le .,/�//
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 complete$within three years of the date of thisermit.
Date (, � 1 Approved yam,
Town ®f Barnstable
OPINE► Inspectional Services
t9 '
Public Health Division
,Thomas McKean
nmss. Director
�? i639• ��
Zoo Main Street,Hyannis,MA 02601
Office; 5U8-862-4644 Fax: 508-19U•.63U4
Installer&Designer Certification Form
Date: 1 Sewage Permit# _ Assessor's MapWareel 'Z-10 Z 1 D
Designer: �" + �uh"�r( Installer:
Address: ( ! o �P 2$ Address:
On — Ce" (I > Was issued a permit to install a
(date (installer)
septic system at 10 3 ct t m/le 4nn d
1j based on a design awn by
j (address)
pf, 1 � dated 2� `
(des'gner)
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 ssyystern referenced above was installed with major changes (Le.
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 m compliance with the to rms of 9
the IAA approval letters(if applicable)
(Ins Iq s Signature)
(Affix<Des%ffe—es� tamp ere)
esigner's Sign tore) i
PLEASE RETURN TO gARNSTABI,E PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH T IS F 1tM AND: AS-
BU LT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THAI>I4U.
WooWeptAHEALTMEWERconnecQSEPTIaDesignerCodification Form Rev 8-14-13.DOC
t
LO' CATION SEWIACE PERMIT NO.
1d-IL LACI - -
INSTA LLEIR'S NAME i ADDRESS
CAA& &-c Z,N-)C. 14a0K - 5aoo
AkNnc7Nc,)Q 014Z L\.� ram°
BUILDER OR OWNER
DATE PERMIT ISSUED g Z -Z
DATE C0MPLIANCE ISSUED �� i
__ �
-.. � 1
�I
�'
r
. ,,
� � � I
s �
�����
, y �
� ',-', �
� `,� �`' �
� '•
- �:� �
� �► .
� �
1
-- � 0,
No.(f 3 z _ FE$... .................
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
�i
. .. ..... ..........0 F..
Appliration for Diipusal Works TonstriArtinn Frrutit
Application is hereby made for a Permit to Construct ( ) or Repair'( ) an Individual Sewage Disposal
System at:
•- -----•--•---..... . ..................................
oca on Ad e r L t
G*s'
�Ynsta
d e' Address
T e f Building Size Lot___ ....Sq. feet
,., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building ............................ No, of persons............................ Showers ( ) — Cafeteria ( )
Q' Other fixtures ................................. .
W Design Flow...........1.1_b..................... gallons per person Der day. Total daily flow........ ............_....__._gallons.
WSeptic Tank—Liquid capacity..11�;7).gallons Length...... ....... Width._._: ._._.._. Diameter._...._._.___... Depth__$0._.__...
x Disposal Trench—No. .................... Wid _._._._.._._._..__ Total Length..................... Total leaching area....................sq. ft.
Depth below inlet___.._.�s______._ Total leaching area 4..... ft.
Seepage Pit No..__j)_6V0..... Diameter.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
as Test Pit No. L__-�.`Z__minutes per inch Depth of Test Pit....../_Zc...... Depth to ground water----�._�_A&_ _..
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
RS ------il......... ............................. •-_-----.........................................................
D crt tion of Soil..... � ___.__... __.___ _�_.____:___ �
�t
W ••--•----•-••---------------•-----..._............--------------._..........._...:....-----------•------..:--.--------- •--•----•--•----.....--••-•---------------...-•-•--••---•--••••--•---•-•--------
VNature 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 TITi 1E 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has e sued by the board of health.
• -•. ....... S / .
Application Approved ......=. -• . -----• ......... ..................................................... ....G:.
Date
Application Disapproved f th f ollowing reasons---------------------•-----------------------------------------•-----------------•----•------•-•-----------••----
.....................................----••-•-----...._._....-•--------------------.........----------•.._....._....-••-•---•-•--•••--•-----.................................---" ..........._..--
Date
PermitNo......................................................... Issued.......................................................
Date —�J
_ptE S i C,Ki p ATA _
• (.cam►'►GLC- FAMt►-Y - ;3 BEOR�QM �
,I N� GA•¢•13AGE (�¢a►.IDF..2. p
I, D FuoW .: IIU x 3 = 730 G P. D• '
I�. rjEPTIG TAtiK = 330x 150% = A9 J G.P. q ^
it u5c— I000 GAL. y
t P v5C t000 GAL. I
,I D►SPoSnt_ IT
I S�D�vdAt.L AQ.Ga = ►�o S.r
BOTTOMAQE.A= �o S,F, I 0 t
�f $.t= X 1- 0 - �j O (>,P ck 9j�' `f
I I 'T 0-T A t_ DES 1 G N = .4 2 5 G.P D. I N,T
:II ToTAI. DA t�-Y F�-ova( - 330 G.Po. \� ; Q ,.✓, �
f .o• � /�sE
i, PE2�oLATION RATE': I,�IN 2MIN orz-Lt.
r i 1 Ya , 29 97,5
I• Rl
`A. \
I p BAXTER H /v 4 L. -
i O7 Na 24M �� `v �_t f /, ��J<J
O Ica :Otvt:5 v,'I
ISTISP y0� 1, v,. r ur' `
I v.
I •T6`>T �/����� �� _ �9 O 'TOP FND=100•0
' 9�. o �G. -r,�ry�P" '1 ice• y7o
LI .�
F �ca9•�/E l o o o I N S
D1ST. INS. GaL. 9G.�9 poX U/ SEPT�G
Z (000 IN,/ G TANK
.S,Q.✓.ny G a�.. yG.p
LcaGu
�'4✓�- PIT
viITu
I�. 6TvI.1E
GEQTIF•IGD PLOT PLAID
a
/L P4ZUFIL� L044-T10tJ
�� .oA7-4e ►.10 SCALE `jCALF- �ATE=
P L-A r-I R E F E 2E 1`4 C.E
Iri S No wY j
►{E.tZEo N COMPL`(5 WITH -C H� S I o6LtN 1= ate- �p c3
Auk SE75QCK R6Qt)t1-L.EMEN7� of Tµ�
r 7O W 1,4 o r- CizA205Tr43.-Z-: A N-D I s No-t—
LOCP,TED WITH THE F oo0 LAIN I
gAxTEV-
REGI���26ry t..AuD5uiz.YE`t'oZS '
Tu1S PLnIJ I5 NC-T 13 oId AN aST•E2-vILLF- - MASS.
� � nt• SETS Suou►�
�I 11J5T2uM6NT ,utZ� EY -rNF - '� ,� �:�.,�✓G
�. p E S i G►J p A,TA _
�j1%JGLL— FAMIL.�{ B o QM
`II FJ'� GaQaAGE (�2.INDF..2. ,
I. DA►L�( Flow : 110 x 3 = �3oG po
I� 5EPT1G TAtiK = 330x15�% " /49JG.P. o
i� u51✓ �000 GAL. 9
�I 0%,5Po5AL PIT v5E Ivoo GAL. t�
II S DEr/ALL A2L-Q_
k5o 5.F x 2.5 3? 5G.?� x�
BOTTOM AIZE.A l0 5•F,_ �� I ti � 11
-TOTA1- DESIGN = .425 G.P
7o zn �
' TA1 (,.
.. pAIL�( FLOv�( - 33oPD, � � O ,� �.,�• ;�o� • TH•/3 ,Sad D
I � �
I I� PERCOLATION GZA(E I"IN ZMIN 01`L-E559� .0•ap< ST,o i�sE' o O
94-9
+,.A��ry P`�N QF N V�•g� ` �
t, R!CHI
BAXTER H ,v. V,
Na 24048
sre ;•: r
i I i
To P FWD=100 o s
1-I0LF �'r,�
i9�, c,. T - I►Jv• 970
loou WV.
vQSO/` DiST. INS. GAL. 9G.uQ
I Du)c SEPTiG .��
Z � I v�o INV• yG. G •raNK
S,4'✓.a Leacu 9 �
✓�`� PIT INV. INV.
WITU 9li.Z 9G. y/
I: I'/3/q•I /L
I I� W ,ucD
6TuNG �,
NIEc'�, t
I � I
CEQ.TIFIaD PLOT PLAQ
L04A.-T I O hJAla OlAr4e
6G.o NO SCALE GAL.E �'= �' �ATrc y
CERTIFY -THAT -THE
P am` Nsc SNA0ww pL-AN REFE2EN GE
}{E,REa►J COMPLY 5 YJITN T H� S I o�LItJ � �oT /� �
AuP 66T5ACK 26QUIR.EMEN`f� of lWE-
'jo W►•l OF:� 0APh1 5-r&3 --F- A N D I S
UOCA.TED WITH T E F oaD
DATE o 3 ( }a.� .�'L.�lr gAxTEQe til`(E INC.
RE61 S-c EQ6� I..Au o S u e v EYoZS
Tu15 PLN- KI 15 ►ICYT e> d AN UST�cR.VILL.E - MASS•
�� Iu5T2UM6NT ;vv_v>rY 'rNF n1- SETS Suout� , n A5_sz• ✓G
F °°d
Ao
R°ute
/ s
/ oc�
/ Map 270
Parcel 209
�0'' F Locus
/ O
O
' ✓ WeSt pJloin
Street
U / (49.1)
HYANNIS, MA
O QJ / Lot 1013 (49.1)
0)- / 15,500± Sq. Ft. (49.2) ' IIOTETOO US SCALEN'
T�Ps?3O, � (49.5)
/ \ TP
4 p House #108 �� 20'M• x _ =2 #1
/ aLT W , TOF EL = 50 (49.1) rr �� O (48.6)
a O
/ ry \ \W /�, -� ' • = X(49.2) 1.) Assessor's Map 270 Parcel 210
/ / \ ST pg ' " ; o / - 48 2.) Book 3983 Page 40
/\W \ �� 3.) Plan Book 28 Page 29 Lot 108
/ O / 4.) This properts in a Zone II Wellhead
Patio
/ \ Paved Driveway , / Protection District
/ > 70. SAS p 5.) This property is in Flood Zone X
Deck 70%
oh �- // 00 Firm Map 25001 C0568J 7/16/14
, O
.L
/ \ / (48,4 (46.5)
Top of Patio (49.0) See Note
#TBM EL = 49.1 19
/Shed 7 Map 269
�V 6so // Parcel 62
48 Proposed , Sewage Disposal System
46 108 Wagon Lane Hyannis, MA
� CIV
(46.9) (HOF*SS Prepared for:
4
Pape? 211 1`3SOp� � �' �o� DAV ` �. Paul Candito
46 (45.3) 0 F E ' N 108 Wagon Lane
°' 1 Hyannis, MA
- o►S-re
SgNITAR�
r Prepared by:
GRAPHIC SCALE All Cape Septic and Survey
zo a 10 i° 618 Route 28
LOCATION OF UTILITIES IS APPROXIMATE AND ALL West Yarmouth, MA 02673
UNDERGROUND AND OVERHEAD UTILITIES MUST BE (508) 771-4200
DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT allcapesepticOgmoil.com
( IN FEET ) OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO,
REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES Date: 05/26/20 Sheet 1 of 2
1 inch = 20 ft. AND THE LOCAL WATER DEPARTMENT. Project No. AC-236
RAISE MIN. 20" DIAMETER COVER RAISE MIN. 20" DIAMETER COVER
TO WITHIN 6" OF FINISH GRADE TO WITHIN 6" OF FINISH GRADE
CONSTRUCTION NOTES EL=sQ,ot
1.) ALL WORK SHALL CONFORM To THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.000): 49.5t - / EL=49-.2±
ESTANDARD XPANSION OF LION-STET SEWAGE S FOR H TREATMENT E SITING, CONSTRUCTION,
N DIISPOSAL SYSTEMS INSPECTION.D UPGRADE.
THE TRANSPORT \�\X/\�� \ \ \/ �r\\/\\/ \/
AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. \/ \ \/
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR -"' '-'--- -"" - - - _ - -- - -
VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20
LOADING. IF UNDER AN IMPERVIOUS SURFACE. SYSTEM SHALL BE VENTED TO THE ATMOSPHERE.
to
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D-BOX SHALL BE INSTALLED ON A STABLE 47,7f n M GE
MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. FABRIC
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND
46.3 FAABRIC
THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WIHIN 6" OF HNAL GRADE. LEACHING 47.2f
FIELDS, TRENCHES. AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL
HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED Existing
VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM NTH A CAP, TIED WITH MAGNETIC _
MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. ; s e 46.3f 46.1 J
5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A 46.6t Existing 45 8 3/4" to
1-
MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2%FROM THE BUILDING TO THE SEPTIC TANK, Existin 00 (III 1/2" STONE
AND NOT LESS THAN 1%OTHERWISE. 9 �' (Double wash)
GAS $IEEE 06- H-20
6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40
PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED D BOX TWO (2) 500 GALLON H10 PRECAST
AT END OR AS NOTED, 43.8 CONCRETE LEACH CHAMBERS WITH 4' OF
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2) FEET BEFORE
PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED To EXISTING STONE ON ENDS AND 3' ON SIDES
ASSURE EVEN DISTRIBUTION.
8.)GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES t -12't 1,000 GALLON t--- 1D't -- 12"t--� AND 3' BETWEEN CHAMBERS 5.3'
IN ORDER TO PROVIDE A WATERTIGHT SEAL. i ,I ,1:
SEPTIC TANK
9.)HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE LEACH CHAMBERS
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. (TO Remain) FLOW PROFIL (END VIEW)
10.) IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE, NOT TO SCALE EL=38.5 Bottom Test Hole
11.) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 150' OF THE PROPOSED SOIL ABSORPTION SYSTEM.
12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF I/ '��� J✓�J ��Q(�
THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT (1
USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. Bedroomr�D '
13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS Living #1
CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE ENGINEER. SYSTEM DESIGN CALCULATIONS
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE
BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DESIGN FLOW: EXISTING TWO BEDROOM DWELLING ® 110 GPD/BEDROOM 220 GPD=
SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT (MINIMUM DESIGN REQUIRED 220 GPD)
AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED.
15.)LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR.SHALL BE RESPONSIBLE FOR - Both - SEWAGE DESIGN FLOW PROVIDED: TWO (2) 500 GALLON CHAMBERS
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO Dining Bedroom WITH 4'-STONE ON THE ENDS AND 3' STONE ON THE SIDES AND 3' BETWEEN CHAMBERS
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, Both #2
ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. Kitchen Vi = [(28.0 x 10.83) + 2(28.0 + 10.8$) (2) x .74 = 333 GPD PROVIDED
16.) CONTRACTOR SHALL 'VERIFY THAT ALL WASTEUNES ARE CONNECTED BY WATER TESTING 333 GPD PROVIDED > 220 GPD REQUIRED
WITHIN THE DWELLING PRIOR To INSTALLATION OF ANY SEPTIC COMPONENTS. SEPTIC TANK CAPACITY REQUIRED: 220 GPD X 200 = 440 (MINIMUM)
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY .
SEPTIC SYSTEM COMPONENTS. SEPTIC TANK CAPACITY PROVIDED: 1,000 GALLON SEPTIC TANK (EXISTING)
I&) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE 1-St: Floor Plan
VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF N.T.S. .
SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS,DESIGN ENGINEER IS TO INSPECT THE -
SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS.
19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND
ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
OF ,� Proposed Sewage Disposal System
. kfAs Wagon
Test Hole 1 (EL=49.5t) TEST HOLE LOGS Test Hole 2 (EL=49.5t �02 A a 108 Lane Hyannis, MA
Depth Elev. Layer Soil Class Soil Color
Depth Elev. Layer Soil Class Soil Color F �_
,7 ,;y Prepared for:
01._9" 48.7 Fill 0"_9" 48.7 Fill 01 �1
9"-15" 48.2 A Loamy Sand 10YR3/2 Paul Condito
9"-15" 48.2 A Loamy Sand 10YR3/2 �G/STF
B Loam Sand 10YR5 6 'V1TAR1�� �f) 0� Wagon Lane
15"-31" 46.9 y / B Loamy Sand 10YR5/6 (f
,5"-31" 4s.s 1Jd Hyannis MA
31"-132" 38.5 C Medium Sand 7.5Y6/5 31"-132 38:5 C Medium Sand 7.5Y6/5
"
Prepared by:
DATE OF TESTING: 05/21/20
SOIL EVALUATOR: DAVID FLAHERTY JR. I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF All Cape Septic and Survey
WITNESS: DONALD DESMARAIS, BARNSTABLE HEALTH AGENT ENVIRONMENTAL PROTECTION PURSUANT TO AL CIS 15.01E TO CONDUCT
SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED 618 Route 28
PERCOLATION RATE: LESS THAN < 2 MIN/INCH BY ME CONSISTENT WITH THE REQUIRED RAINING, EXPERTISE, AND EXPERIENCE
PERC ® 50" C Layer) DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY west Yarmouth, MA 02673
( ye SOIL EVALUATI ASINDICATED ON THE ATTACHED SOIL EVALUATION FORM
NO GROUNDWATER ENCOUNTERED SOIL EVALUA AS INDICATED 0 TH TACHED EVALUATION FORIJ (508) 771-4200
NO MOTTLING ENCOUNTERED ARE ACCURA ND IN CCORD TH 310 R 1 . 00 THROUGH 15J07
ollcopeseptic@gmoil.com �
Dote: 05/26/20 Sheet 2 of 2
Project No. AC-236
DAVID Y R. C RTIFIED OIL EVALUAT