HomeMy WebLinkAbout0121 PERCIVAL DRIVE - Health #121 PERCIVAL DRIVE, "' �
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No. 4210 1/3 SLh
ESSELTE
10%
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447:'OWN OF BARNSTABLE
LOCATION IZW
/ it�� 'PP_�'G i 7./g� d/ ✓e SEWAGE # '
VILIJ'-,GE 4 'e .L�irm 4j/. ASSESSOR'S MAP &LOT Z/d-Ad/-
INSTALLER'S NAME&PHONE NO. _ Ct ofa/ l �7,1-5
SEPTIC TANK CAPACITY /Scr 9Q` /7/ `G
LEACHING FACILITY: (type) �-Ocrkih g ?�_(size)
NO.OF BEDROOMS 3
BUILDER OR OWNER �8 f
PERMITDATE: �°" •� COMPLIANCE DATE: ''
U
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of!La hing fac y) Feet
Furnished by
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THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Apphration for Dijaptiml arks nnutrur#inn Prrmit
Application is ereby made for a Permit to Construct ( or RePair ( ) an Individual Sewage Disposal
System at:
........ ...-•--•-•••---•-- .... .=....2 --t......... _P__ �. ............
IpLocation-Address or No.
Owner Address
N.-------•----.
Installer / Address
Type of Building S Size Lot.>�_1,_Zb.S.....Sq. feet
.., Dwelling— No. of Bedrooms____________________________________________Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building No. of ersons---------------------------- Showers
a g ---------------------------- P ( ) — Cafeteria ( )
dOther fixtures ------------------------------------------------------ --------------------------- ----------
W Design Flow...:.......11P.........................gallons per person per day. Total daily flow...55C)............................gallons.
WSeptic Tank—Liquid capacity A ..gallons Length-----1l........ Width-----C........ Diameter................ Depth___
x
Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.,
Seepage Pit No ----�_._._- D ............Depth below inlet... Total leaching area..?,'?>...:sq
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by...... ��h�.. ti(C1!_lL �!_NC ----------- Date.__._......--�..�.P..........
Test Pit No. L.< -_--minutes per inch Depth of Test Pit---l_5�------ Depth to ground water---- ........
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground:water......_......__.....___.
----------------------------------------------------------------•------------------••...-----••--•--.........................................................
Description of Soil....d',�-.14..... ' � `L------ ... g`�---'...F:t►�� ...............................
................•----......-•---•---•--------------....----------------.......---•-----•--••..........-----------
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 TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compi' has bee I ued the oar o ealth.
Signed . . ... .. .. ........ .. . . ..... ...... --�` -- ----.....-.- ....tea. !"...
/�
Application Approved By ------L .,-� -------/V.l. ... ��'./�-s.
----------------------- Dare
Application Disapproved for the following reafonf: .................... ...--....................................... .-- . -- .............. .....
...... ................................................................. ........... ......... . ..................................... ..... .........
. Dare
Permit No. 9 .5-.-..6-----k`.C�.............. Issued ..- -�--.- �
. . ............
Dace
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Apphratiu't for Biupnuttl nrk, outitrnr#inn "rrntit
Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal
System at: 'I,//wi h S
...�-" c �L �,�rtL�vWL_ �fZ �UE: , �` wti1� �1p pt`� i2� I - � �_
.......................................••---:------...-------....•••-•-._._...��.... ---------•-------------•----.....-•----•-----•�-..._-....._•-•---- • -----•.
Location Addressor Lot F1 o N r� ` f= C . F (�_:_�x__IF
_�_�_ . ����N. �s- oZc�jv
,Owner 1 Address
W =^_I?-r C,L!aT7' I_• ���ti cz- (1-C f�c'/-� ...._ �c�c...._.� J�l«....
.- Cf
Installer Address T
� Type of Building _ t Size Lot.:_aQ_7,_ .....Sq. feet
Dwelling— No. of Bedroomsi_-_____-___--______________________________Expansion Attic ( ) Garbage Grinder;-
Other—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( )
dOther fixtures .-------•------ -------------------------------------.--------------------...---------- ---------------•••••-••-•••••••••-••••--•••••.._.......••--•-
W Design Flow........... _________________________gallons per person per day. Total daily flow-._55_)n............................gallons.
WSeptic Tank—Liquid capacitv)_...'U---gallons Length-.--- ._.._... Width.....(..-_'_... Diameter---------------- Depth_..4
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
3 Seepage Pit No---S__2. .... Diameter....J_Pv-.--_-_.- Depth below inlet---4.............. Total leaching area_pale?Z-..._sq-ft-
Z Other Distribution box ( ) Dosing tank ( )
~' Percolation Test Results Performed ..........
_._____.___ Date_.._____w__ -g_
a
Test Pit No. 1._!( .....minutes per inch Depth of Test Pit___]_S........... Depth to ground water....M.l_�__-__-._.
L14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
9 --------•-----------------•-------.....-••------•--------•-••-••...•-----•••••••••••........._-•••••.........................-.......
-...................
Ox Description of Soil....�!`=2u' i- - S ,
------ - -- -�
-_•-•••--_..._.-_-•-------------•--•---•---••---•••••-----------•----••••_•-•••••••••••••-_...._..•-•••••--••-•.
W
----•-------------------------------------•-_..___.......--------------------.....-•-••-----------•------ --------------------------------------------•--•---------•--------------•••••••••••----••-•-
U Nature 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 TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issued.by the,board ofhealth.
Signed-. ,� _st411
Application Approved By ...... ........ -...--.
3
. ............... -
Dare
. I7't ` . ----fin--S--
.. .......... .............................. ...
� ITare
Application Disapproved for the following reasons- ------------------------ ----------------------------------------------------------------------------------------------------------
................ -- ........................................--------- ------------------------------------------------------------------------------------------------------------ ........................................
Due
Permit No. ........... -�� �'..1 Issued ........-3.. ...�.....�-------------------
Dace
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
CIlEr#tf rate of Tomplia re
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by ------- �-0 A 4`�--� '1<-�.._,^-a��Ke :�i w?j i��---------------------------------------------------------------------------------------------------------
-------------------------
y ' - Installer
at --�(�C?.../ �� - c '/�c_/( f -..,_./. -ie // '. -----------------------_------
- _....
has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. g._<�....ra v_-------------- dated :. - �� ..........
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
-- ��
--
DATE ----------- �
---------------------------------- Inspect . .---------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
q TOWN OF BARNSTABLE ^
FEE.f//A.0............
lRinpnuttl Vorkii Tnrmutrnrtinn rrrntit_
Permission is hereby granted .............................. G?..............K...... ...............
to Construct ( e)or Repair ( ) an Individl.ual Sewage Disposal System
•- --- -------------------
Street (��
as shown on the application for Disposal Works Constructionmit No____________________ Dated----- / S_._....
d - -------------------------
DATE - Board of Health
L/ n4
-------------------------------------`------------------•-------------------•
FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS
ENVIROTECH LABORATORIES, INC.
MA Cert. No.: M-MA 063
449 Rte. 130 . Sandwich,MA 02563
(508)888-6460 . 1-800-339-6460
FAX(508)888-6446
CLIENT: Reef Realty LOCATION: Lot 36 Percival Dr.
P.O. Box 186 W. Barnstable, MA
W. Dennis, MA 02670
SAMPLE DATE: 3-17-95
COLLECTED BY: Clifford Well Drilling DATE RECEIVED: 3-17-95
TIME: 1:15PM LAB I.D. NO. : E3-233
JOB TYPE: New well SAMPLE I.D.NO. 36
WELL SPECS. : 75,
RESULTS OF ANALYSIS:
Parameters Units Recommended Limit Result
Coliform bacteria/100ml (MF Method) 0 0
pH pH units 6.0-8.5 6.41
Conductance umhos/cm 500 98
Sodium mg/L 28.0 8.04
Nitrate-N mg/L 10.0 0.42
Iron mg/L 0.3 LT 0.05
Manganese mg/L 0.05 0.005
Volatile Organics See enclosed report.
ga po
EPA 601/602 ug/L
Chloroform 100 2
Yes No WATER IS SUITABLE FOR DRINKING PURPOSES FT PARAMETERS TES .
x� 3 ZL
Date
Ronald J. Saa i
Laboratory Di ector
IT = Less Than
M- --- ---------------------------
_ __ : . =c__ iDWrTE ANAL:'TICAL------ ENVIRCTE_-H --------------- 508 759 4475:4
GROUNDWATER
ANALYTICAL EPA METHODS 601 and 602
Volatile Organics (GC/PID/ELCD)
E3-233 Lab ID: 10198-01 i
' ld ID: -
Fle 1 W Barnstable Batch ID: VG2 0575 W
Reef Realty/Lot 36 Percival _
Project: d: 03 17-95
Sampled:
Client: Envirotech Received: 03-17-95
Cont/Prsv: 40mL VOA Vial/HC1 Cool Analyzed: 03-17-95
Matrix: Aqueous
PARAMETER CONCENTRATION REPORTING LIMIT
(ug/L)
Dichlorodifluoromethane BRL 5
BRL 5
Chloromethane
BRL 5
Vinyl Chloride
BRL 5
Bromomethane
BRL 5
Chloroethane
BRL 1
Trichlorofluoromethane
1,1-Dichloroethene 1 BRL 1
Methylene Chloride
BRL 1
trans-1,2-Dichloroethene
BRL 1
1,1-Dichloroethane
BRL 1
cis-1,2-Dichloroethene *
1
Chloroform 2 BRL 1
1,1,1-Trichloroethane BRL 1
Carbon Tetrachloride BRL 1
Benzene BRL 1
1,2-Dichloroethane BRL 1
Trichloroethene BRL 1
1,2-Dichloropropane BRL I
Bromodichloromethane BRL 5 .
2-ChloroethyyI Vinyl Ether BRL 1
cis-1,3-Dichloropropene BRL 1
Toluene BRL 1
trans-1,3-Dichloropropene BRL 1
1,1,2-Trichloroethane BRL I
Tetrachloroethene BRL 1
Dibromochloromethane BRL 1
Chlorobenzene BRL I
Ethylbenzene 1
meta-and Para-Xylene * BRL 1
ortho-Xylene * BRL BRL 1
Bromoform 1
1,1 ,.2,2-Tetrachioroethane BRL 1
1,3-Dichlorobenzene BRL 1
1,4-Dichlorobenzene BRL 1
1,2-Dichlorobenzene BRL
QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS
a,a,a-Trifluorotoluene 30 30 99 % 87 - 113 %
1,2-Dichloroethane-d4 30 31 103 % 83 - 117 %
BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purge able
Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986).
l00 ( _0
No.--� -----�-7 Fee----�-15----------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Application ArVell Con5truction Permit
A li lion ' he by made for a paee m to Construct , Ater ( ), or pair ( )an individual Well at:
h) S - -----
�o lion - Address Assessors Map and Parrel
----------------- - --- _ ems---- -- -
/ r Own Address
Installer - Driller Address
Type of Building
Dwellin �3 ��
Other - Type of Building---------------------------- No. of Persons-------------------------------------
Type of Well----C-4-5 c�- - Capacity -----Purpose of Well------7- Y --------------
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to
place the well in operation until Certif' at .o ompli ce as been issued by the Board of Health.
i ned- — -- --- ------- - �6 - --------
S g --
date
Application Approved By =a — *-�� -- -4 ?5
J-------— date
Application Disapproved for the following reasons:---------------------=---------------------------------------
-----------------------------------
C/ date
Permit No. Issued--- - �=r-J - ------- -- ----------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate (Of (Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( )
by------------------ ---------- ----------------------------------------------------------- ------ -- - -----------------------
Installer
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protectiion�,
Regulation as described in the application for Well Construction Permit No.to - -----Dated-- --=1�-=1�]
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE---------------—---- ------- —-- Inspector--------------------------------------— - ----
+xF'�lF.�•e—�%�+aA `*,i�r�'7�`"l�Sr•+'►l'�"ya`dT'y'�°''�,�,`,."X{�~Y tt� T ����'4`•1 "_�e'�' '11';C�ja�t'�,.v�yi"�!"�✓'�+�.
R i
No.-- _! -----1 Fee----la-
BOARD OF HEALTH.
TOWN - OF . BARNSTABLE
t
0pplicationi -*r)Vel[ Congtruct ion Permit
A li lion i he�rgby made for a permit to Construct (1k.1; A ter ( ), or Re, air ( )an individual Well at:
o tion — Address Assessors Map and Parcel`-
_ 5 - :-- ----
- Owne — Address
- ----- - -moo- - --
Installer — Driller Address ;
Type of Building
Dwelling
2 /. ;,,bx.�
g — -- - - -------------------------
Other -Type of Building------------—------------------- No.' of Persons------------------------------— ---
- ------- Capacity - -
TYPe of Well---��.Se�-- ------- -- P Y------------------_--- -------------------- �
Purpose of Well------�''r�40j.Ce
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of.Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to
{ place the well in operation until,a Certif' ate .of mplia ce as been issued by the Board of Health.
Signed
date --------- '
i
jApplication Approved By — --- '--- —-- -— ` - _��----5
Application Disapproved for the following reasons:-- —------
------------------------------ - - -----------------------------------
date 1
—
Permit No. =-- —f--,} -- ----- --------- Issued -- - ---"=-- -
date
BOARD OF HEALTH
V1Er�"W"' 02' l BARNSTABLE
�C ertif irate Of Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ) or Repaired ( )
bY—-------------� � % -------- ------------
------------------
-----
--- - -- - --——--- --- ------
Installer
at- --- �— ��— '-- -{ ��—�- 1 ---------------------------------
has been installed in accordance with the provisions.of the Town of Barnstable Board of Health Private Well Protection
t Regulation as described in the application for Well Construction Permit No �
g pp . Wit-- ---�--�-- ��
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE---- -- -- ---- —-- Inspector------=-------------------------------- - --—
` BOARD OF HEALTH
TOWN OF BARNSTABLE
VrIt Cootruct ion Permit
I� No. Fee--r"-- -------
Permission is hereby granted_ - —--------- ---- ------------------—- -
to Construct ( ,,.Alter ( ), or.Repair ( ) an Individual Well at:
No —---1�- —. -—= E --- — --- - -�� � � ------------ -
street
as shown on the application for a Well Construction Permit
No. `-------------U!---- 3--= - --- - — - - Dated---- � -- /0) — 9 s - ----------------------------
------------— - ---------------------------- - i
�� Board of Health
DATE---- ---� =- ---y�--- --
I
1 -
N
/ ASSESSORS HAP. 111
PARCEL: 1-=1T TEST HOLE LOGS NOTES: f
TA
. .VERTICAL 'DATUM. SSLIxtED FROM�L _ D NGVD +L�
NG
ZONING. R ENGINEER DOYLE ENGINEERING AVAILABLE.
.�, CURRENT _.� 2. MUNICAPAL WATER T.�NOT A AIL
s BUILDING SETBACKS: WITNESS: THOMAS McKEAN R.S. 3. SCHEDULE 40 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
s
•�S
8 6 rj F. S. R. 15 DATE: 10 8 ' 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H 20
sT PERCOLATION RATE: < 2 MIN/IN LOADING SPECIFICATIONS.
FLOOD ZONE: C 5. PIPE PITCH = PER FOOT,(UNLESS NOTED OTHERWISE).
sa TH-1 TH ,
5 85 ef' 69.4
6. FIRST 2 OF PIPEQUT.OF.D-BOX TO BE LAID LEVEL.
` $ti THE
p 83 TOP �t
ELEv ' '7. THE SEPTIC'SYSTEM. HAS NOT BEEN DESIGNED TO ACCOMODATE
LOCUS 8z SUBSOIL USE OF A GARBAGE DISPOSAL.
PROPOSED WELL � �
�Y>. 24"
� ,
(195' To LEACH PIT) . t 67.4 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
81 UTILITY CLUSTER FINE STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
LOCATION MAP 86 r ` e SAND
HEALTH.REGULATIONS.
9 E
LOT 36 80 84" 62.4 9. CONTRACTOR TO V RIFY LOCATIONS OF ALL UTILITIES PRIOR
i r A-
285 + 'S.F. / l ► '� �''� TO CONSTRUCTION.
37,
f0
( ) . PROPOSED SEPTIC SYSTEM M
0.86 + AC. r 4 MEDIUM SAND
82 M! S E AND WELL LOCATION IS IN ACCORDANCE WITH
r � � t � � - °O � �
r � �
80 79 MASTER PLAN ON FILE WITH BARNSTABLE HEALTH DEPT.
�
11. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
/
156" 56. _
/80
NO GROUNDWATER ENCOUNTERED
86
♦ / / BENCHMARK AT
WOODEN STAKE
. -. .,.. SEP, T I C SYSTEM DESIGN
♦ , ELEV.- 82,9
♦ 79
Q 85 ,78 FLOW ESTIMATE.
. .- ,. , , ♦ .. �
_ _ :- .- ; ♦ 5 BEDROOMS AT 110 GAL/DAYIBEDROOM = 550 GAL/DAY
•• � :� ♦ � � WALK-OUT
-84 ♦ ,
i ♦ i
SEPTIC TANK: DECK 60'
• . ' ,76
550 GAL DAY * 1.5 DAYS' GAL
83 � �,• � ♦ i PROPOSED
USE 1500 GALLON SEPTIC TANK
5 BEDROOM '
DWELLING 24'
82 75
• 79 ♦ / LEACHING AREA: GARAGE
24'
USE TWO LEACH PITS 6' x 69 WITH 2 OF STONE
0 ♦ 74 '
g►. �c� ...• �., •. ,- 110' EFFECTIVE DIAMETER x 6 DEEP)`
@° �p - PROPOSED DWELLING
' s'�°�°o e'♦ , 73 E AREA.- 88 SF 2.0 = 6 GAL DAY
SIDE A 10x6xPI 1 ( ) 37 /
T1s Lll dr , BOTTOM,AREA: 5 x 5 x PI =-78 SF (83) = 65 GAL/DAY 4
79 .......... fVc
- - -
_ a TOTAL CAPACITY - 441 GAL,DA-l.
78 2 PITS x 441 G D = 882 GAL DAY
�,,! S. is O
77 SEPTIC SYSTEM SECTION
2 PEASTONE
71
W 12" OF 3/4" f 1/2"
76� � � � � 1p , � ♦ ♦ GOFERS WITHIN
- . OF FINISHED GRADE WASHED STONE
r , 80.0
� ♦ . � 70 TOP OF FOUNDATION
75 � � S ♦ ♦ �;
74
t na
70.39 o
78 -69 70.64 ELEV. D-BOX #1 63.9
,500 GAL 70J6
• - . _ ELEV. 2 = 63.9
TH 1 SEPTIC`TANK 70.33
,68 � ELEV. 1 = 69.9
ELEV.
s7 2 = 69.9 29
2'
/71.0 ; TEE SIZES.
ELEV. to,
166 ELEV. INLET: 6" UP, 10 DOWN
x 6' WITH
� ass OUTLET. 6" UP, 19", DOWN TWO LEACH PITS 6' )
71 i i
♦ 2' OF STONE (10' F.FF. DIAM. x 6' DEEP) (H-20)
ol
i
BREAKOUT CALC.: 70.5 65 68 x 150 = f2'
70` - � , ,ss KEY:
( ) /
69 ♦ 62 EXISTING CONTOUR. —
♦ PROPOSED CONTOUR.
SITE AND SEWAGE' PLAN
' ♦ e EXISTING SPOT ELEVATION: 25.5
66 ♦ 68
65 64 EVATION:
sz 61 PROPOSED SPOT EL 25 ,
LOCATION••
TEST HOLE. ;
o UTILITY POLE. -0--
LOT 36 E�.
i.r.
P RCIVAL `DRIVE
,�.
FENCE LINE.
t 3 Y
r i{
: -CIVIL
�, �, .:. WEST BARNSTABLE, MA
HYDRANT: f E.. L n :., �,
1 r,t {
RETAINING WALL. _I
Se t _. #,.�..�, ,•. . a. PREPARED FOR-
('weK
REEF REALTY
89. 149DEMAREST-YcLELLAN ENGINEERING.. s - SCALE.. 1" - 30' DATE.. 2-27 95
24 .SCHOOL STREET P.
O. BOX 463
WEST 02670
REFERENCE: PLAN BOOK 413 PAGE 99
EST DENNIS,
FTHOMAS McLELLAN, P-E;JFJOHN Z. DEMAREST JR., P.L.S.
i I _
N
ASSESSORS MAP.
111
PARCEL. 1-17
TEST HOLE LOGS NOTES:
v
1. VERTICAL DATUM. _ASSUMED FROM QUAD (NG'VD +,`/ y`/
- ma
4 CURRENT ZONING. RF ENGINEER: DOYLE ENGINEERING 2. MUNICAPAL WATER IS NOT AVAILABLE.
BUILDING SETBACKS: WITNESS: THOMAS McKEAN R.S. - 4 PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
kj F. S• R• 15 DATE. 10-8-86
c � �— 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20
1' PERCOLATION RATE: < 2 MIN/IN
R�► mod, LOADING_SPECIFICATIONS.
o �
FLOOD ZONE:. G _
FL � � ' S. PIPE PITCH PER..FOOT,(UNLESS NOTED OTHERWISE).
dA !
TH—I TH-2 1•�
5 85 �\ q, 69.4
6. FIRST 2' OF PIPE OUT OF D-BOX TO BE LAID LEVEL.
ELF' 7. THE SEPTIC SYSTEM AS NOT BEEN DESIGNED TO C
Locus � 83 TOP ar H E A COMODATE THE i
PROPOSED WELL . 82 SUBSOIL USE OF A GARBAGE DISPOSAL.
'(195 TO LEACH PIT)
4� 24` 67.
� � � 81 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
• o° UTILITY CLUSTER FINE STATE OF MASS. ENVIRONMENTAL CODE TITLE FIVE AND LOCAL
LOCATION MAP 86 r SAND
HEALTH REGULATIONS.
I 9 84" 62.4
LOT 36 ' i
/ 80 A. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
37,285 + S.F. � / '� ��
TO CONSTRUCTION.
(0.86 + AC.) / o `
/ _ oo SAND 10. .PROPOSED SEPTIC SYSTEM AND WELL LOCATION IS IN ACCORDANCE WITH
W 80 yaDIUM 79 D MASTER PLAN ON FILE WITH BARNSTABLE HEALTH DEPT.
� I
/ / 1 82
o - 11. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
/ q 156" 156.4Q
80
94 i NO GROUNDWATER ENCOUNTERED
86
/• . ,
BENCHMARK AT
= WOODEN STAKE -SEPTIC SYST.EM DESIGN
ELEV.= 82.9
79
r �78
85 / , FLOW ESTIMATE:
5 BEDROOMS AT_110 GAL/DAY/BEDROOM 550 CAL/DAY WALK-OUT
�77
84 •. i
y /
SEPTIC TANK: DECK
.....: _ ee 550 GALEDAY * 1.5 DAYS = 825 GAL
USE 1500 GALLON SEPTIC TANK PRoposFD
:. 5 BEDROOM ,
82 - i 75 DUELLING 2280
79 , LEACHING AREA:
GARAGE
yg , USE TWO LEACH PITS 6 x 6 ) WITH 2' OF STONE 24'
81 S i 36'
-.,'• , 74
(i0' EFFECTIVE DIAMETER x 6' DEEP
80
pR �� ' PROPOSED DWELLING
S e 1°�s , 73 SIDE AREA. 88 'SF 2.0 GAL DAY
, • � �� 10x6xPI 1 C � 376 /
... T �ItR��• �.
79 - �` ry BOTTOM AREA. 5 x 5 x PI 78 SF (.83) 65- GAL/DAY
a c /
o _
Y -
..78- ............ .. =.��.G-AL f DAB
2 PITS x 44f'G D = 882 GALIDAY
s ,....... SLT T I C SYSTEM SECTION z" PEASTONE
T 71
76 ZIP COVERS WITHIN 12" OF 3/4" 1 1/.ZM
OF FINISHED GRADE
80.0 WASHED STONE
,, O .' � g TOP OF FOUNDATION
75 R8'S , , 70
- �1 FBI-
74 � /
70.39 a a
' o
73 / 69 t 6 a
70.64 ELEV. D-BOX
1500 GAL #1 63.9
70.16
TH-1 68 )` ELEV. SEPTIC TANK' _70.33 #2 = 63.9
ELEV. 1 69.9
ELEV
>67 2 = 69.9
72 TEE SIZES:
• -6s ELEV. f -a
/ ELEV, INLET. 6" UP, 10" DOWN' f0'
71
65 OUTLET. 6" UP, 19" .DOWN TWO LEACH PITS 6 x 6) WITH
2' OF STONE 10' EFF. DIAM. x 6' DEEP H-20
i 64
BREAKOUT CALC. ( )70.5 - 65 68 x 150 = 1 2'
70- � 63 KEY:
/
69 � EXISTING CONTOUR. —
62 ,
68 PROPOSED CONTOUR.
,� SITE
67
AND SEWAGE PLAN
ss 63 EXISTING SPOT ELEVATION: 25.5
65 '
64 62 61 PROPOSED SPOT ELEVATION. 25
TEST HOLE.
r LOCATION.
c
UTILITY POLE: w.
P -0-,
_ LOT 36 PERCIVAL DRIVE
3 n "v� \,j
CD FENCE LINE. , :,> w��� s
HYDRANT.
�• . ._ �, .,. r} � EST BARNSTABLE, MA
.. G+a _ � rT
RETAINING WALL. I. �, F u
} sY .. ... PREPARED FOR.
4 �,F
Y �
REEF REALTY
14 k
89. DEMAREST-McLELLAN ENGINEERING SCALE. 1" - 30 DATE. 2-27-95
24 SCHOOL STREET P.O. BOX 468
•
WEST DENNIS, srAssdcHUsaTTs ozs7o REFERENCE. PLAN BOOK 413 PAGE 99
0 J
39 THOMAS'McLELLAN, P.E J H1N Z. DEM EST AR R, P.L
.S.1
I i III i I i