HomeMy WebLinkAbout0043 BARBERRY LANE - Health 43�F32dr6erry'.Lane
Marstons-Mills
A= 1'02.' 148 k,
LO CALAON SEWAGE PERMIT NO.
VILLAGE
I N S T A LLER'S M� ADDRESS
B U I L D E R OR OWN ER
C �
DATE PERMIT ISSUED
DAT E C 0 M P L I A N C E ISSUED
I
���,
1��
� � �
\, ,
�7' � � �
� ���; �, "
1 10
No. ...�7'.... - FRs............................._
THE COMMONWEALTH OF MASSACHUSETTS
BOA Rb OF HEALTH
OF ....
AV11 iration fur Biipuiial 19urks Tnnitrnr#ion rantit
Application is hereby made for a Permit to Construct (,<or Repair ( ) an Individual Sewage Disposal
System at:
Location-Address• or t No.
L..... / � r9vc�����••----------------------------- --��.......---�°��-'`�-- 1�° -------....w.....�'.2 -- '�'itsS
Owner Address
•.....................••--•----•----•-••• -._............_-•••------------•---••_.. .....•--------
Installer Address q
dType of Building Size Lot___/.. Q�__.......Sq. feet
U Dwelling—No. of Bedrooms.____._.____.........................Expansion Attic ( ) Garbage Grinder ( )
'4 Other—T e of Building No. of persons____________________________ Showers — Cafeteria
a' Other fixtur
am ---- -----•--___------- ------
W Design Flow............... -----------------gallons pei � ef day. Total da�ly flow = gallons.ly
WSeptic Tank—Liquid capacity_I.®IO_Ckallons Length_ __..� Width.-J.'L_O_ Diameter________________ Depthz__-'_
Disposal Trench—No_ ___________________ Width____.._ _._____._ Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.______._.I......... Diameter.__._..).[ ___.._. Depth below inlet.....L?_.......... Total leaching area___a�_ G_7_sq. ft.
z Other Distribution box Dosing lank_(, )
Percolation Test Results Performed by.... _-_�..Se..__.0�{� _Jz1 .�_. i ..____ Date__J__�__'.a_ _`__ ...
Test Pit No. I__-Z—.Z.-ninutes per inch Depth of Test Pit____ . ' '.___ Depth to ground water_____________________
1� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
_ b
x Descriptig of Soil__Qi i ...............L m•-- ��-o n-1-�"-....................................................
U
9' 1 ------•-•---..�'J'11 �'f'1
W
----------•----------------------------------------------------------------------------•-•----------------------------------------------------------------------------------------••-••-•------•-------
U Nature of Repairs or Alterations—Answer when applicable................................................................................................
�,� -- - ------------------------------------•--------------•----------------------------------•------------------------------------...-•------......---
Agreement: � C�"`(
The u r igned a es to install the aforedescribed Individual Sewage Disposal System in accordance 'with
the provisions of iITLE Tj 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issu y the board of health.
efollowing
ned/%k .............................................................. / t�...
ApplicationApproved B ---• -----•-••-•-----•••---------••-•-•----------------•-•---•..._..-
ate
Application Disapproved reasons-----------------------------•---------------------------------•--------------------------------•------•---------
--------------------------------------------------------------------------•------------...-•--........................................----...................................................
Date
Permit No...... _._._.—._1. ..L...... .. Issued------------ 1
..............
ate
Nod............ --- Fss ��j..................
THE COMMONWEALTH] OF MASSACHUSETTS
BOARD OF HEALTH
.. .. ...1.. ........0F.... t"..-._�-f.�!S.'('.ft-IL E.....................
Appliration for Bi_qVn,.qFa1Works-To itrnrtinn Prrutit
Application is hereby made fora Permit to Construct Kor Repair ( ) an Individual Sewage Disposal
System at:
............... P`...... ....=..............-----•.L_t r.........----...... ..._..-----------•••-----..-......-....------------------......-----------...------.......--------
Location-Address or Lot No.
..----•-------•................................•-----•-----••--•----••............................ ..........-•......................................................................................
Owner Address
W
Installer Address
Type of Building Size Lot.. ....G_.......___Sq. feet
�-1 Dwelling—No. of Bedrooms..............................".............Expansion Attic ( ) Garbage Grinder ( )
Other—Type T e of Building� YP g ---------------------------• No. of persons............................ Showers ( ) — Cafeteria ( )
Other fixtur s ...............................
gallonsl
W Design Flow_________________r._.___.._.._•-----•-----gallons'per pefsorr per day. Total dally flow............................................. Q
WSeptic Tank—Liquid capacity2�Pgallons Length '. .�_ Width1.'-1O.. Diameter.---._"-"-__--.. Depth...'.-7..
x Disposal Trench—No..................... Width............ Total Length.................... Total leaching area............... ...sq. ft.
Seepage Pit No...____---`.-.------- Diameter....._).J0._...... Depth below inlet...�......._... Total leaching area..R�......_sq. ft.
Z ",.Other Distribution box Dosin ank ( ) p
aR_e�rcolation Test Results Performed by... _ e._._. t ..�..� I z ? C Date-__.. .:�_....... _...
Test Pit No. I..� - �----_____
_minutes per Inch Depth of Test Pit__._1.._..�:.._. Depth to ground water__________ _____
rX, 'Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
- '............................................................ ...
�O Descripi9p of Soil-"Q.-.--- T j L....-"-"------------------ .........
....� Z....... ............./? E • �
V � % ... .... .................................•.........................._......._.__._.....
W
UNature of Repairs or Alterations—Answer when applicable...............................................................................................
------- -•--_-• ::�--•-------------------------------------"•_..__----•-----_.....--•-.•----.---•••-•••--•-•-.•--••.•-•.....••..----....--.--..•__•.
Agreement
The u d igned a ees to install the aforedescribed Individual Sewage Disposal System in accordance with
the I provisions of TTL-`
P S of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
igned...................................................................................... ---. .........._....
Application Approved B --------------"•-" ..!� Val�e
.
Application Disapproved r t e following reasons:................................................................................................................
------"-------------------------------------•------•------"---...---------•--------------"--------""-----I---•-•--••••-•-•---•-••----...---------•-•••--•------••-••----•-------•............--•----•_-•-
Date
Permit No. .....f__ _�_.... - Issued S..__ _.. .¢..._...
D e
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..........................................OF.............................................................3 j
.......................
(9rdifiratr ,af ToutIttiFatta
T ISS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired` -•
Installer
at �Z
.,<__� � 11 t. ...
s-�'
has been installed in accordance i ' the provisions of TIT 1Z j of The State Sanitary o . as bed in the
application for Disposal Works onstruction Permit No--- . ................. dated -.�-. .....�.
THE ISSUA CE OF THIS CERTIFICATE SHALL NOT BE CON TRUED AS A GUARANTEE THAT THE
SYSTEM Wit F N TI NSAATISFACTORY.
DATE /._I� Inspector........... ...........
THE COMMONWEALTH OF MASSACHUSETTS
/' BOARD OF HEALTH
r
l ,OF....................................................................................
No..k.l _f7 1.. FEE........................e
i �a nrk U, no#rnrtion Trani
Permissionis he by granted.......C._. ! ._.....----•••--••••---•--••---•••-•-----•••-----•-•-•••--••••-.......-•...............•--......................
to Construct ".( R� ir ( � } an divid ewage Disposal System
_. ` _--Y�--------------._.-."_ -_--_________--_"•"_-_"•-_-_-•---_--"-___--_-_--....__.._... __.__._ ..______........
�r. Street
L
as shown on the application for Dispos ' rks Construction Permit N :.. .__ Dated_._3___ .___.0..:...............
t:
—� •................................ Board of health
DATE---- --------=---------•-------------------•r-
FORM 1255 HOSES & WARREN. INC.. PUBLISHERS
�IMHETti Town of Barnstable
Public Health Division
BARNsrnsIE,
MASS. $ 200 Main Street,Hyannis MA 02601
i639• ♦�
Office: 508-862-4644
November 30,2021
Ms.Jennifer Loughran
Project Manager,Innovative Solutions
Barnstable Clean Water Coalition
864 Main Street
Osterville,MA
RE: Layer Cake with Wood Chip Technology/ 43 Barberry Lane,Marstons Mills,MA
Dear Ms. Loughran,
The Town of Barnstable Health Division and Board of Health have no objections to the approval of the
proposed alternative system described as Layer Cake with Wood Chip Technology.
The Town of Barnstable Board of Health held a public meeting on Tuesday November 23, 2021. During
this public meeting, a proposed draft plan with this alternative technology for the property located at 43
Barberry Road,Marstons Mills MA was submitted and was reviewed. It was acknowledged that the
engineered design plan for this location requires some additional information before receiving final
approval by the Health Division. The Board of Health had no objections to the overall concept and had
no objections to the approval of the Layer Cake with Wood Chip Technology.
The Town of Barnstable Health Division and the Town of Barnstable Board of Health have no objections
to the approval of this alternative technology.
Sincerely,
omas McKean, RS, CHO
Agent of the Board of Health
Cc:Mark Nelson,Principal,Horsley Witten Group
Q:43 Barberry Lane Board of Health Approval.docx
l
Crocker, Sharon
From: Mark Nelson <mnelson@horsleywitten.com>
Sent: Thursday, November 18, 2021 1:40 PM
To: McKean, Thomas; Crocker, Sharon
Cc: Jennifer Loughran; Zenas Crocker;Joe Henderson
Subject: 43 Barberry Lane Wood Chip I/A System
Hello Tom and Sharon,
Tom, thanks for calling me back just now. I'm writing to confirm we will attend the hearing on
November 23rd to discuss the I/A system for 43 Barberry Lane in Marstons Mills.
On or before Tuesday we should be able to provide a design plan for the upgrade. It includes
the basic septic tank, distribution box and leach field, and also includes a pump to the two I/A
components — the lined sand filter and the wood chip filter that will be located between the
septic tank/pump chamber and the leach field.
Our hope is to install the entire system at the same time to save cost and minimize impacts to
the property. Given the current system is failed, we hope to do this soon. There are no
variances needed for the upgrade. If it is possible for the Board to approve that I/A system at
the hearing on Tuesday that would be very helpful. If that isn't possible, we would like to be
allowed to construct the full system but not connect the I/A components until their use is
approved. The design is set up so the I/A components can be bypassed if there is ever a
power outage so it can be operated as a standard septic system pending any final approvals.
Joe Henderson and I are available to discuss this further if that is helpful.
Thanks
Mark
Mark E. Nelson, P.G.
(he/him/his)
Principal
Horsley Witten Group
90 Route 6A
Sandwich, MA 02563
(508) 833-6600
(508) 833-3150 -fax
mnelson(c)horsleywitten.com
www.horsleywitten.com
CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open
attachments or reply, unless you recognize the sender's email address and know the content is safe!
i
ZONING 8 RESOURCE PROTECTION NOTES ^ F5'5��K.YAAA(+r1
^
l 1. PARCELID.tOL1Aa EC.-
SLOPE I,MINIM
__•• ^ ••_` - 1 ]. C-ROFRECORD:JOANNEMDESRDSIERSy�(',•A1�j�`'JL i`w1<' Sy'F',"� ✓ � 'r 3 5T�j
n J ^'-N7g•05 25'E I) S. ADp(iE55:U BARBERRY CANE.NARSiONS M4L5j3P_Jh�'(.BOTTOM SAND FILTER _...^,... 200 0 j >•4 L C ---4n�,.5yy^rtx�p.AT1%TO UNDERDRgIN ��x� d~____""- ,,, _ -_•v`_`•Y e'1 A. Tff LOCUSLSINLOCATEDINFLOODZOWXIAISHOWNONFLR.MMAP25%1CD 21.1.1J Y16,MllL _p ylY^� �*�il :J[♦b^ '
2 f GRAVITY UNDER DRAIN TO WOOD CHIP Tt"^" T'S,' s♦E, }
" 1 THE SRE IS LOCATED INA V.ELLHEAD PROTECTION DISTRICT. 8Y ;'K iaf qII': YTt�z'`V+fi �
I FILTER TANK
r L-391.S-1.0% X
wD' r __
...': T „Y EXISTING OVERHEAD �
+ s
ELECTRIC,TELEPHONE WASTEWATER INSTALLATION INSPECTION NOTES
TO VhTLAN0.4 f T , 1 THECONTRACTORSHALLPRO MAMIMMLMOF2A RSADVANCEN nCETOTHE` J _ \` 7 dCABLE SERVICE 1 ENGINEER AND LOCAL BOARD OF HEALTH FOR ANY INSPECTION O
L yl Y2•`s�1 3,TX p�T1J -+y1.F.'�i1 E-ikEf4 t m u
2 AL WASTEWMEACONPOOR TO SHABACL ILUNGL A ICD AMUR UMTHEFHE ENGINEER U-I-ND ITE LOCAL
SSMA ��aa•• flr $Y,r i'b N n,.J"�§ '� W S
DISTAL HEAD PORT(TY'P.e 1 j ] REPRES THE PRIOR TO BACKfILDNG ATA WMNUM THE fOLLOAINGITEM561ALL rL.S` aye y
r 1 _-.. I BE INSPECTED tia.I l� y M' i'ii x 1
`- """ . SrSTEM COMPONENT$BASE AND INSTALLATION PRIOR TO BACKFIIL - �Ct) 3� ®®��,®
PILOT APPROVAL REQUIRED PRIOR ) \6 12 LEAKAGE TESTONPRECASTTAMLAIMIN2KHR)
TO COMMISSIONING r ] EXISTING,SEPTIC TANK TO BE % 2.a. START UP TEST OF SYSTEM WTH ALL COMPONENTS INSTALLED AND FUNCTIONING A6 l•)}r 3L4¢nyi L, S' I�4 stj:'L d , „
LINED SAND BED(1J'%34',6A2 Sf) 1 �1' PUMPED AND REMOVED PER 2X. RMLINSRECTONOFBAGI(RLLEDSYSTEM ,} t fFl S�j^ t d .r!:4F •P'S'JI'. Y k'
1
11.5• S 7 T 114 1,.py.�", $
WITH GEOMAT 390D LEACHING SYSTEM - TITLES F
14 AT JA'L) 4,••1; 1 N0TES TINGT1�laBrEGiOOMMTK�AI.NETVEONLa�LLO�G�TIDN�IHTE�gTDFULSYS)E A
Y•- :•:.. CG,PONEFORTHEALLFD.T1FSEg FRECOR AvnNGS q)b 1A]ES Mt10E U,lREOav THEN
- } � ...__. f, ' ENGINEER FORTHE PREPARATIONffRECORDPIgNS.
t.5'SCH 00 PVC DISTRIBUTION �;� r- -._,_^ _ " ., �'�tg'
LATERAL(TYP.
CONFIRM LOCATION AND CAPACITY Z ^
EXISTING LEACHING PIT TO BE I 1 1 OF EXISTING ELECTRIC PANEL FOR a
( i/// WASTEWATER NOTES o'n
PUMPED AND REMOVED PER TITLES X ' j CONNECTION WITH THE PROPOSED ' 16. uNSwTABLE SGL Mu51 BE AEPUCED WTH TITLE SSANDAS SPECUIEDIN 340LMR
52 60 1 1 TIME DOSED PUMP CONTROL PANEL 15.25513)ANY ADDITIONAL AREAS TAT ARE FOUND TO HAVE UPGU TABLE MATERIAL
} \K:: ` 1. ELEVATION PROPERTY LINE AND EXISTING CONDITIONS ON THIS PUN ARE BASED ON SHALL BE REPORTED TO THE ENGINEER a
2,000 GALLON > t SURVEY CONDUCTED BY THE NCRSLEY KITTEN GROW.INC.ON NOVEMBER A.2030. C p
SEPTIC TANK)PUMP CHAMBER ^ I ' 1] ALL SEPTIC COMPONENTS SHALL BE INSTALLED KITH MAGNETIC YARNIG TAPE N L£ n
j ]. UNIE56 OTHERMASENOTED,A Sl1 TEMC0MPONENTSAND..STRUCTIONMETHCDS l� 1 ' EXISTING WATER r SSHML BE ACCORDANCE WAIN THE STATE ENVIRONMENTAL CODE AND THE RULES AND 13 AUSEPTKTAN SHALLBEAPPUEDWITH2CORTSOFDAMPPR RNGORB"we US
EQUALIZATION 6A,D0 P SCH..PVC ( i SERVICE(7YPJ RF'J---"n OF THE V+r CAPDOPHEALTH. MATERIAL, ?T a o e y,$p rtlj YW
VALVE(TYP.A) O I 'L=7D,S=2.Ox FI ' j' 3. THIS PLAN IS INTENDED TO ADEQUATELY PROVDE THE INFORMATION NECESSARY TO IS, THE CONTRACTOR SIYLLL RESTORE ALL SURFACES EQUAL IO THOR ORIGINAL CONGRON d t4 C 2Kti
' LAYOUT AMDCONSTRUCT THE PROPOSEDSEVMGE DISPOSAL SYSTEM REPRESENTED
ON AFTER LONSTRUCTgNI3 COMPLETE.AREAS NOT DISTURBED BY CONSTgLCTON STALL LFI g�pp q
�- R AND SHOULD NOT BE USED FOR ANY OTHER PURPOSES. BE LEFT NATURAL THE CONTRACTOR$HALL TAKE CARE TO PREVENT DAMAGE TO RQIrB a(�1.5'SCH 40 PVC iD _ nI0 Q N miI 2 MANIFOLD(La12') J ' j ' ., LOWER BUILDINGS RBY e. qM CH1NGESlDT16A PUN NI]STBEAPPROVEDBYTHEENGNEER gNOORTHE LOCAL SHRUBS.TREES,OTHER LANDSCAPINGANDAut NATURAL FEATURES VMEREAS THE
EWE _
!. CORING NEW HOLE :.�b PLANS DO NOT SHOW AU LANDSCAPE FEATURES.EXISTING CONDITIONS MUST BE
2`SCH 30 PVC L,_ r EX INV.OUT-63.0 :CARD OF IEILLTH IBOHISTAFF. VERIFIEDBY THE CoNIRACTOR INADVANCE OF THE WORK
FDRCEMAIN(L=10) - THE DOSED PUMP PROPOSED INV.OUT�0.5
I
( 5. PGORTCLOMSGINE ON THE CONTRACTORS HALL COORDINATE MATERIAL
PROPERTY
CLEANOUTOL PANEL � 1 O:NO:q qND ENGINEER ON THE CON$TgUCTbN SITE ACCESS AND NATERAL STOCK PILE IGAM A. ALLUNPATVEDARFA$DI$TUBBED By THE VYDRKSHALL W.VEAMIMMUM OF.MCHE$OF
..,�. I AFEAE' DIRECTED BYLTHE ENGNEEEK TITHE CONTRACCTTORESHALL BE ROEPONSBLE FOR INATERING J
PILOT APPROVAL REQUIRED PRIOR TO ] `j f ANY LOAM gNO3EEDED AREAS UNTIL LAM CROW!H6ESTABIISHED AND APPROVED BY Q
... 6. TRENCH SAFETY STALL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ANY
COMMISSIONING ) 'V,":I"'iii _ 1 BE THE ENGINEER ArvDOR OWNER.
1,500 GALLON WOOD CHIP FILTER TANK 1e'3'' ' <-SCH AO PVC} U r - _ LOCAL AImOR SLATE PERMRS REDIARED FOR THE TRENCH WORK TNB WORK MAY
REQUIRED TO TAKE PUCE OUTSIDE OF NORMAL HOURS OF OPERATION FOR THE 21. AN INNOVgTNE6gLTERW\TAIE TRFATMEMSYSTEM 6PROPOSED FOR THIS SITE.THE F--' w
L=2P,Sa9,8% SUPPORT EXISTING COLUMNS FACILITY. CONTRACTOR SHALL PUNpCCOr3DINGLY. SYSTEM MUSTBEMSTALLEDANDWVNTAINED MACCORDANCEWRHTHEDEPARTMENT �-
{'-�'. ,� AS NECESSARY DURING ' OF ENVIRONMENTAL PROTEGTIONIDEPI PILOTING USE APPROVAL LE.r
_ ). THE CONTRAClORfi1ALL REPORT qNV pSLREPANGES FOUND IN SITE CONDITION$FROM 0
CONSTRUCTION(TYP.3) THOSE SHOVM ON THE PUN TO THE DESIGN ENGINEER. (I) Z
0-SCH 60 PVC ' M1• 20.9't LEACHING TRENCH 1 B FPILNG TO PROPERLY INSPECT OR PUMP THE SEPTIC TANKS AND TREATMENT SYSTEM w = Q
L-8.0',5=2.6% ,A.r - (64'L.3WK2-D) 1 SOIL TEST PIT DATA Z (n
a.B
_ OR ENT
TOE SITE.MFLOW,OMGMPOP UNDSUPINO,EITHER ONSRE A J = Z
- 61.30 ADM LENT TO THE SITE.MAY RESULT IN IMPROPER FUNCTIONING OF THE SEPTIC AND 4 L
7-OUTLET DBO%WITH 62 ���� '' 1 LEACHING SYSTEMISA F 1.6 D 1q_q tb J J U Q
BAFFLE S9.80 1 FILL 5 fAt 15 } < d
( 1 i \ \ • 9, OTHER APPLICABLE AGENCIES TO FIELD VERIFY LOCATIONS OF.__,_., \ 61.30 a EXISTING Uf MES
.
\ _ 3.
r CALL'DIGSAFF AT LEAST R HOURS PRIOR i0 COMMENLINO CONSTRUCTION AT A A
,2aedOSAFE AND AM C.9ANDY LOAM G9ANOY LOAM
&.D 10. THIS ONSRE WASTEWATER TREATMENT SYSTEM BNOT DESIGNED FOR USE VATMA B O C O
TO ••,�'"�'^.1�'a_,^_ ' .� :.,4;' laT 1 GARBAGE GRINDER SANDY ton NDYLWM LL] G
�j L, 9fi b �C, 5 m
>J ` THE OWNER SIDllL HAVE THE PUMP&YSTEM SYSTEM INSPECTED EACH YEAR AND HAVE
TREE TO BE 'y.-1 _".�'; ��� " t THE SEPTIC TANK PUMPED EVERY 2YEARSOR AS MCESSMV. SANODA'LGMA C1.SANOVLOW ~ J w
REMOVED(1) \ :- -- NIB.'� 1D.5'" .: r Se ] ) m
r ) 12. PROVIDE WATERTIGHT SEALS BY USE OF NONSHRINK GROUT AT ALL POINTS-RE CT C2 m
U ; 100 OD' "�•` 1 PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. LtYR Ne R W Q
W t 0-$CM 00 PVC ,],I,� 1 COARSE SURD GARSE 9AND (A7
m 1 L-1.0%5=2.0% - 13. USES-DPVCPIPINGWRHWATERTIGHTa NTSUNLF6SOTHEAVASENOTEDONPLAN. LLI
Of { - ^.._„• .I ALLHRE$HALLBEPLACEDONACGAPACTEDFIRMBASE. I U)
00 ) t 1e ALLSTONE TO BE DOUBLEiMASHEDASO FREEOF ORT,DUST,ANDFINES. tM ERC Bw�I-N 15 NOGW OeSEaVED I,5 Z
m r �=i'� TREES TO BE SYSTEM VENT • / NOGw OBSERVED
BREAKOUT EL. REMOVED(3) t 1 15. THECGMMCTORISRESPONGBLEFOMPROVIGNOOPERATIONSANDMAIMENANCE P Q W
5829 I j INFORMATION FOR THE SEPTIC SYSTEM TO THE ENGINEER,IF NECESSARY.
GRAPHJC SCALE OBSERVATION PORT i PERFORMED BY:EL17A HOFFMAN,HORSLEY WTTEN GROUP,INC m U)
10 0 5 t0 ! 20 a0 WITNESSED BY:DAVID STANTDN,HEALTH DEPARTMENT
Sff SOIL STRIP OUT t .' DATE:NOVEMBER 1,2021
} PROJECT BENCH _
EXCAVATE TO EL..56.7 AND REPLACE WITH CBR3H EL.61.87 t
C CLEAN SAND PER 310 CMR 15255(3) j ( ( I mntly Rul l em cMNnp egwveK W BM DewmtMn)Rl ErwevnmeNAl Pmmnion pMcwN 1.31. ¢ 6
,C I I I N 15.01]McoNuct wUmMaoro swDVLmeam.eawryeb ma even W-6by nw
0 11NCF-I0 FEET } ) ro�FND+t.we..eeem,P.e+wK6.NMewlMroe aaaeee M3,o CMR ts.o1].Ill.rnel
1 f j «RBy 1N, vaWs I,votlwepolNR vv Ytl�vvhPhlM e.c.C..EveNSon-.vle
H
A_...PP In ecce-_Wae 510 CMR 15.1%IIvo19H"HI,
N
BLm YP-L-A Mlev-TOAcmATMN
(.l xco)HP svavEAMMEE qa R MIRAFI NONf0.TER .-SCH.eD PVL
ro oAOEAeM ovFRM EL.59 BO CONNECT O-FIBUTION FABRICORAPPROVED
D) 1 E,wP covEa,o .....� HIRAFI IAON FILTER FABRIC OR APPROVED EOUnL LATERAL TO 1.T EQUAL OBSERVATION PORT
vuTAOEMIOR 1 IY1wIOEM Ou wA]ER 1pxt
c,:.n qvc Pvccoraun ToNSTALLED IN ACCORDANCE yymy
N wW)r To wo. cprtgKPAxE1 cqN., cgnoE EL 569 MANIFOLD I-) WRN310CMRISSA011]I F
U MOAT swNCH egAcvEr xD wl£a=P�K[Ms�-A.
1
d spvv wcYm[EMVN AnAcxEo]oaeEq vA:wOuueEq C ::' EL fi0.0-fi1.3� LOAM66EED 2] N,n
ro Nxo RrEq �m
LOAM B$EEO
51
IO 51
NPPLAN W wAMiEnNOrArtcwvE scx.v wcFogcsM.:N .. .. .. :-.-' O
EL.62S-6c.0 ,O snwViceTEa wmH INV.EL SB.Ie vLow - r..� . .. " g
V nar rOacAA NOcOVEq TowoE rLOM'�� KIN.EL S].9] ._;`•,!, CLEANBALKFRI..T - L - 3fi'MAX. GLEAN BALKFIL-•'� 1A- PROVIDE NSECT SCREEN LL E- m
YwCrN sn tlxua .. .. .. ','1,:. B- p ..
EL 6,.M t+MA='lZR \ m L)m G ii
.. EL BREAKOUT EL5s29
DO
INV.EL.fi0.30 scx.v=+c 0u INV.EL 60 .e� " "c01MAct6o INJ EL S]% N ELS 63 VBE ENOCAP T
pu0e swwn,o Peo. s)deewss
w'
ry E MNw xLLss etEE1 .. F$ OUT )'ST M OUT
Iv very N Nea surTNDUMs .. 0 TY _
2 LOAN s SEED
e weMfA uAA ews pnsEw t Dlmweurlde0a eanuLsn YK'-1-17 OOURlE -ONE
VENT-FOLD-4-
-up
HMH AA vRovWE]am1XT YR1ED
tx' wGFIN ov LEVEL arAwE BASE
O �. r ovEagD ) MacV�eaEt AIM)OPTwrS_ OTTOM CH eOPVC.MM.
lV AeetugoE mE wtMl syssO AVOEgs logXwAlox ovnsT VRsa. - .. .. B OF EL.%6
C) of , cxEu vAAVE s ... Sir SGB STRIP OUT SYSTEM 5+T 500.3TRW OUr
oBLKrADE rLAxOE PROPOSED HAD DISTRIBUTION BOX DETAIL REPLACE 1 .-SCH Bow EXCAvgiE ioEl e59]AND
Krw.uuur sEAten .` FXGVATE TO EL.s58l ANDR 1
ACME M,Euei NRTH CLEAN SAND PEA...CMR)5.I55Ta) REPLACE v6rH CLEAN SAND
- e�A[ SLOPE TO DRAIN 0.5%
PERFORATED
•• .. '•. •. .. 51 LATERAL
PEEL 310 CMR 1
60T TANK(OUISIDEj EL 55'R UTEMLLttP.) {,�� ------
PROPOSED C
2,000 GALLON TWO-COMPARTMENT errL„E.,„.,. I -I I vRrMARv sELTrou ' Q
n�. SEPTIC TANK-PUMP CHAMBER TRENCH PROFILE L.7
Y ACNE PRECAST NOOELP$TPC200R EQUIVALENT _ ESTIMATED SEASONAL HIGH GROUNDWATER EL X!0 TYPICAL SYSTEM VENT DETAIL
SCALE BASED ON SHUBAEI POND ELEVATION NOT TO SCALE M L S
LExcT,,. mY.vT.DN,E.,-DEnx.q� LEACHING TRENCH DETAIL
T MOT 10 SCALE >
PUMP FLOAT ELEVATIONS ; c
EIEVATON Rph Alm:
DESCRIPTION (FT)
EMERGENCY STORAGE 60.1
Hto.ERO OVER
57 11 C TIMER OVER RICE D7.At �.',\�
.d.. TVdER ENAB:E
' BOTTOM OF TANK IINSIDEt %.4 1 1
o_
• SMe
Rzo11z i or z
Q
E SNen NKme.:
a
e' }S'O RISER ANO LOVER IOGRADE ITYP.J PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING
60'PVC SWEEP ELBOW FOR CLEANOUT
WOODCMPFIOERTANK SS PIPE STRAP SUPPORT OR APPROVED EQUAL FINISHED GRADE SEE SCHEDULE FOR ELEVATIONS) GRADE TO DNERT RUNOFF
DISTAL HEAD PORT 1.ERD GALLON SEPTIC TANK LOGTION TO BE FIELD DETERMINED(TYP,) W W W
EL 6].0 EOUAWATIONVALVE ev PVC PIPE ITCH S01 TYP. YMIU TO SAMPLER TEE. ;;: ,, III. ..�III�...•�II�
SAMPLERS INSTALLED AT EVERY 6'
EL 61Q ILDMYMMMUI"r
DISTRIBURON LATERAL -• LAVER DEPTHgMN U NOTE - WATERTIGHT RISER
GP
MAT OSTRIBUTION R'MIN.COVER EL 63.5 PULE DISTAL PORT ASSEMBLY AT END OF
e'rv1TRIFIGTION NEDIA SEE SITE PLAN EL. 5'SCH AO PVC DISTRIBUT%SN WPE MAlOFOLD FOR FLUSHING iNREADED
ASTM GJ]wVSMED I-DECCORE j,•'ORI%LE WLES TOL flOW E0UALIIATION PROCEDURE: ADAPTER
3x' GEOGUMDORIFKESNIELD 1. INSTALL CLEAR PIPE ETC
CONCRETE SgNO �,.. - FgBRK•� 'S!•]#F EL SS.TI,_ T. OPEN ALL VALVES
'MIN.R HT
< L�. R ,y ___ 05LOTTEE PVC%PE 25. BOTTOM T. TURN PUMP NEAND HPIPE.ELEVATIONS OF RCHIoPVC
BURVALVE
EFFL DIRE _ �_� _ ELEVATION fi1.W WATER IN HEIGHT FO GTE VALVE
EFFLUENT PIPE _ _� � e'O PVC PIPE ISCN AO) K
INJ.EL 59.01 SO ME HEIGHTFDAEACH w)H GTE
]g_� VALVE AT EQUALUT OF LATERAL PRESSURE PIPE FROM C
T INV.EL SS.fi2• —a SMTRISILTION Box S. AFTER EQVALIUTION,TARN OFF PUMP PRESSURE FIELD
BST.BED EL SS.S] BST,BED To NATIVE SOIL ANDOR O
1x6LGPEALONGBOTTON EL SPAS ------ -- IMVEL.SB,]> SPECIFIED FILL AND REMOVE PIPES.CLOSE VALVES
AND REINSTALL CAPS. .S
IMPERMEABLEEVLUNER MANFOLD%PE
R'O PERFORATED PVC EFFLUENT ------ --
COLLECTION PIPE Q1%SLOPE q'0 uW'E IS-BEND ANQ CLEANOUT -0$LOlTED P/C CRyY1160I1010GEOMATRMSYSTEMS.LLC
-- OS}RIRURDN%PE merNeGMe0lnSS NM amne MDH
3'z DENTRIFIGIION MEDIA ®O%SLOPE fdw610 US DeNrrtl.),])e 6)0.),165,]90. Ce ftN 10I6 GEOMATRIK
WOODMEDIA z'SOUD GP OTsl15 N1Dr®W DsvRa Ps`GDq SYSTEMS LLC-PATE MS: PRESSURE PIPE
CHIPSWhWVGEOMATRI%SYSTEMB.COM
1P PEq STONE SURROUNDING
PERFORATED PIPE •EL y 01 GEOMAT 39DO LEACHING SYSTEM CROSS SECTION
''-1TLPu5NE05TONE GSE ?, �'''�' '' NOT TO SGLE GEOMAT 3900 LEACHING SYSTEM DISTAL HEAD PORT DETAIL
NOT TO SCALE
LINED SAND BED AND WOOD CHIP FILTER TANK SYSTEM DETAIL PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING Li ^
NOT TQ SCALE TIME DOSED CONTROL ELECTRICAL BER VICE(FROM C$$ €w
PANEL WTH LOCKABLE MAIN ELECTRIC FANELI GRADE TO DNERT RUNOFF aS
T TO TELEPHONESERVKE(OPTIOWIU I I
ENCLOSURE MOUNT
SUIT
R
PLASTIC RISER W T3
SUPPORT POSTSSHALLBESIS' MNTERTIGNT GP (3 m e
TTY. PAINTEDSTEELTUBECRAZA SCFM)PVC PRESSURE C M
PRESSURE TREATED WOOD LATERAL(REFER TO y k
g MINI GEOMAT DETAILS, SCESO PVC GTE VALVE
-F—H GRADE S MI Y.Q 8 n
SWEEP ELBOW 7A
w Rb K
'.-m.. ICONCRCTC f0011NC y i f p q w
SUITABLE NATIVE MATERIAL d C d 11^AA
E MIN NOTE:Ttrc nNeNWODe1.215
Te NBADF1N.cols elnMO S N
TO SUIT OmDI DeA to U»DMIM bM
m c.0M.1ID P`«em
n vWe.
NO ES: IA
1. A CLEAR WORK AREA OF]-FT IS REWRED IN ALL DIRECTIONS J
OF THE PEDESTAL SLHb PVC PIPE
LLELECTRICALPER MA.ELECTRICALCODE
]. SEIMCE OSCONNECTSWILLBE INSTALIEDIF REQUIRED. Ca right 2016 GEOMATRw MAMFOLO%PE-6LOPE TO DRAIN TEE U w
e. ALARM FLOAT TO BE ON SEPARATE CIRCUIT FROM PUMPS. SYSTEMS.LLC-PATENTS: BACK TO PUMP CHAMBEH I-"
W EOMATROSYSTEMS.COM O
SECTION
CONTROL PANEL(TIME DOSED)MOUNTING DETAIL w
NOT SCALE GEOMAT 3900 LEACHING SYSTEM EQUALIZATION VALVE DETAIL (n Z
NOT TO SCALE w Q
g _jc� a
WU) U) I—
wow o
w
} m Q J w
Q d'
M w
W
m
� F
m Z Q
m
v m F—
NVj�
O F>
N S 6
O
A
N
w sm _
8 2F
U
Do
N
O
O
O
d 11
0 O
a` 0
c
RpISDeOan.
Lv l/ M-13-AI .
' e %qM NMMer SIMeI:
V
m 20112 2 0( 2
O SOe�M/�WmDs:
Tn VVVV—L
A
f I
$N•
{ i f ZONING 8 RESOURCE PROTECTION NOTES
^^`w T " t. PARCEL ID 107/taB LOT S¢E:1.2111
OWNER OF RECORD'.-NNE M DEEROSIERS
SLOPE BOTTOM SAND FILTER mf1.. .^N l8^-25 E ]. gDDRESS.43 BARBERRY LANE MAR6TONS MILLS '
AT1%TO UNDERDRAIN 4. THE LOCUSL LOCATED
AWELHEAOD IN FLOOD PROTECTION
STRICT.
TRIC F.I.R.M.MAP x5001C0541J DATED DULY
GRAVITY UNDER DRAIN TO WOOD CHIP "'•^• 1 , ui ,rt+ e' 1 �
` THE SITE ISLCATED IN WELLHEAD PROTECTION gsTRICT. `"'3 '�T� .
£ FLYER TANK "^--.^ ! .�'
£ L 39 S=1.0% 1IN
7v �"•.....^.._.^.^. EXI STINGOVERHEAD .f
r ELECTRIC.TELEPHONE ` WASTEWATER INSTALLATION INSPECTION NOTES +�, �,.
TO WETLANDS r f i THE CONTRACTOR SHALL PROVIDEAMINIMUM OF 24HQURSADVANCENOTICETOTHE
ENGINEER aNO LOGLBOARD OF HEALTH FOR ANV INSPECTION
lI dCAeLE SERVICE 2 ALL REPRESEN Cg P T00ACKFI CDO"E BE ATA MINIMUM
I-PE THE
ENGINEER
AND
THE
LOCAL
A.S
t
DISTAL HEAD PORT(TYP.4) ' .. Y I BE INSPECTED
f \ 1 2.1 SYSTEM COMPONENTS BASE AND INSTALLATION PRIOR TO BACKFILL
..,.7 S 22. LEAKAGE TEST ON PRECAST TANKS(MIN,24 HR) j•.'S b��. ,}`f h $
PILOT APPROVAL REQUIRED PRIOR 1 63 23 START UP TEST OF SYSTEM WIN ALL COMPONENTS INSTALLED AND FUNCTIONING AS A �a"'
TO COMMISSIONING 11)
WITH GEOMAT 3900 LEACHING SYSTE , EXISTING SEPTIC TANK TO BE i IO
DESIGNEDlhb T
i
LINED SAND BED 13'X34',442 SF �1' « PUMPED AND REMOVED PER J z.a. FlNAL INSPECTION OF BACKFILLED SYSTEMg�' . Y 1 6 w
TITLE 5 {
M >>
1- .. rF 3 THECDNIRATINGIwJ1BERESPON5IBLETDMAB4TPML0.TOQn1EASBLA.TDPAVAN TEA
(4 AT 34'L) i.:.; it NOTES II-IJKiITINTALL HORUOI gNOVERNLALLO AND NOTE ILL TIESDAALL SYSTEM y,w ,44„"$ 1•N `� R rz°a.
NOTES eE«rEI S.BY THE
v a
1.5'SCH 4D PVC DISTRIBUTION r ENGM�RFIXt THE PREPARATIONE OF RECORD PIANS.� O C
fr €
LATERAL(TYP.4)
CONFIRM LOCATION AND CAPACITY
EXISTING LEACHING PIT TO BE t OF EXISTING ELECTRIC PANEL FOR WASTEWATER NOTES A
PUMPED AND REMOVED PER TITLES CONNECTION WITH THE PROPOSED j 1 +o, UNSUITABLE 5o1L MUST BE REPULEDNATHi1TLE5SAND aSSPECIHEDIN3tOCMR `� q
62.50 TIME DOSED PUMP CONTROL PANEL 1 +5.255131 ANY ADDITIONAL AREAS THAT ARE FOUND TO HAVE-SUITABLE MATERIAL (J X E £w
ELEVATION,PROPERTY LINE AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON A? fr �:: f SHALL BE RPORTED TO THE ENGINEER E
SE 2,OlX1 GALLON SURVEY CONDUCTED BY THE MORSLET WITTENGROUP INC.ON NOVEMeERm 2020. 17 ALL SEPTIC COMPONENTS SHALL BEINSTALLEO WITHMAGNETICNNRNING TAPE 0) Oc
PTICTANK/PL PCHAMBER - 1- ' + f x. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS rw jC p$s3
�r EXISTING WATER J SHALLBE IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE AND THE RULES AND 13, ALL SEPTIC TANK56NALL BE APPLIED WITH 2 COATS OF DAMP PROOFING OR BITUMINOUS 'C
m
W
Q
r i
REGULATIONS OF THE LOLL BOARD OF HEALTH.
3
4'SCH 40 PVC MATERIAL. F o n
VALVE ZATIDN I 64.00 f j SERVICE fT'P 1 =E r=
VALVE(TVA.4) t \ " L-1U,S=2.U'A 1 ,' 3 THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO TOR SHALL RESTORE ASURFACESE T iHDR ORIGINAL CONDITION
I Ti' O'+ ' f SYSTEM REPRESENTED ON 19. AFTER CONSTRUCTION IS COMPLETE. NOT DISTURBED BY CONSTRUCTION LL 'OS.. :.. I SHA
t. yl LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL N 5Z
1.5'SCH 40 PVC M • 00 /! - / IT AND SHOULD NOT BE USED FOR ANY OTHER PURPOSES. BE LEFT NATURAL THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO BMO:ca�
::.r LOWER BUILDING SEWER BY .. I�S� SHRUBS,TREES OTHER LANDSCAPING AND/OR NATURAL FEATURES WHEREAS THE
MANIFOLD(L=1Y) { -"" T CORING NEW HOLE tl 4. CIWNGESTOTNIB PLAN MUST BEgPROVEDBY THE ENGINEER AND/OR THE LOCAL PLgNSC NOT SHOW ALL LANDSCAPE FEATURES EXISTING CONDITIONS MUST BE
3 BOARD OF HEALTH I80H)STAFF
2'SCH 40 PVC " a- L ` EX.INV.OUT=fi3.0 i " VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE NARK
S.M mNu�iN '
FORCEMAIN L=10 r i TIME DOSED PUMP PRO POSED INV.OUT=60.5 " 5. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE MATH THE PROPERTY p
2
( CONTROL PANEL i ALL UNPAVED AREAS DISTURBED BY THE WORK SHALL HAVE MINIMUM OF 6INCHES OF (n
CLEANOUT s 1 11 OWNER AND ENGINEER ON THE CONSTRUCTION SITE ACCESS AND MATERIAL STOCK PILE LOAM INETALLEDAND BE SEEDED WITH GRASS SEEDAS SHOWN ON THE PUN AND/OR J
Y`•'250 "'' { AREAS ANYELDAEMAND SEENGWEER.THE EDED AREAS UNTIL IAY INqCTOR SHALL BE RESPONSIBLE-WATERING
GROWTH IS ESTABLISHED AND APPROVED BY Q
PILOT APPROVAL REQUIRED PRIOR TO 6. TRENCH SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ANY THEE
HE ENGINEER ANDOR OMMER. )-
COMMISSIONING LOCAL ANDOR STATE PER ITS REQUIRED FOR THE TRENCH WORK THIS NARK MAY BE W
1500 GALLON WOOD CHIP FILTER TANK { 3 / /^ 4'SCM 40 PVC,` `^�'� i - REQUIRED TO TAKE PLACE OUTSIDE OF NORMAL HOURS OF OPERATION FOR THE 11, SYSTEM UIVE B ALTERNATNE TREATMENT SYSTEM IS PROPOSED FOR THIS SITE.THE
60 .i" ! SUP PORT EXISTING COLUMNS f - { i FACILITY THE CONTRACTOR SHALL PLAN ACDRDINGLT STSTEMMUIT BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE DEPARTMENT
j ,. L=24',5=98% t 1 -
AS NECESSARY DURING j ), THE CONTRACTOR SHALL REPORTANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM OF ENVIRONMENTAL PROTECTION(DEP)PILOTING USE APPROVAL z
i I�}--+�'y •,, CONSTRUCTION(TY'P.3) - 1 THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER, U) Z
4'SCH 40 PVC ��{� 20.0' LEACHING TRENCH _ ? 0. FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANKS AND TREATMENT SYSTEM SOILTEST PIT DATA w (� Q
S=2.8% T IS �� - (64'LX3WX2'D) � OR CHANGES TO EFFLUENT Z
7-OUTLET OBOX WITH }' 61.30 62 _ LEACHADJACENGT TO THE SYSTEM SSITE,) EMAY RESULT IN IMPROPER FUNCTIONING OF THE SEPTIC AND JQ J
ji{ NT FLOW GRADING,IMP OR LANDSCAPING EITHER E SEPTIC
OR Z
LL FILL
BAFFLE 5980 1 i + A 5 + s a
9. CALL'CJGSAFE-AT LEAST R HOURS PRIOR TO COMMENCING CONSTRUCTION AT tO YIR
..
EXISTING UTILITIES OTHER APPLICABLE AGENCIES TO FIELD VERIFY LOCATIONS OF x )5 3 i5
A \ ..:... 60.0 .tl
_ 61.30
_ 1 3
�} 1-0B6DIGSgFE AND ANY CsgNDY LOA
3 1ST _ 10, THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WTH A m O C O
GRIN
11: _ { "1, .,m GARBAGE DER. OT LOAM] cl 5 5
"--- „ { 11 THE SEPTIC TgNK PUMPED EVERY 3YEAR0 OR AS NECESSARY EACH YEAR AND HAVE
TREE TO BE - '-^^-. F.SANDY
�. ^• •^"�"'^--,_.,_, NF8'.05'25' 10.5- -.. 12 OUT AT ALL POINTS WHERE f )
REMOVED(1) 1- !"t THE OWNER SHALL HAVE THE PUMP SYSTEM SYSTEM NB w F
PROVIDE ENTER
OR LEAVE
SEALS CONCRETE
E STRUCTURES.
INKIGRPEC m m
-� `"'•^ TIED LC
' �� ""'^- ..e._ APES ENTER OR LEAVE ANY CONCRETE STRUCTURES
F SIANOY LOAM
�- 100.00' -�- i 1 COARSE SAN COARSE SAND W
L1J 4'SCH 40 PVC .., _ £ i My
DO ! L 10 S 20% ,•,^ j 13 USE SCH 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN.
ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE 1BD t5 1x +6
mr SYSTEM VENT a f 14 ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT DUST AND Rc@Na No cw OBSERVED
TREES TO BE {715 THECONT-TOR IS RESPONSIBLE FOR PROVIDING OPERATIONS AND MAINTENANCE NOGw RIFFIVEO
BREAKOUT EL, REMOVED(3) f INFORMATION FOR THE SEPTIC SYSTEM TO THE ENGNEER,IF NECESSARY. II.I
fV " 56.29 OBSERVATION PORT i i m ~
GRAPHIC SCALE PERFORMED BY:ELIZA HOFFMAN.HORSLEY VMTTEN GROUP,INC u)
""' .4 WITNESSED BY:DAVID STANTON,HEALTH DEPARTMENT
Ly 10 0 5 10 20 40 S-FT SOIL STRIP OUT ti PROJECT BENCH DATE:NOVEMBER 3,2021 -
EXCAVATE TO EL.x56.7 AND REPLACE VITH CB/DH EL=61.87 - -
CLEAN SAND PER 310 CMR 15.255(3) ) - _ Kenny BWll am cmrenDy apprwea lw+ro DePamnent AlEmnonmemal welettknIS IS
(,ln feel) I' rune +wenNluc[s4l evalua4on and N 1 - .... ecaoerll crt ny iBtsaumaat Ma rezurnezq ouf Tmeay truan310 CMR 151 1eM1 maauogvNe 1a5ro1 0Iy)4 sNs e ce Parz IN
ng prtN uaur Btlbn]n+OCMR15. nt.t10 3ll10
r
W < aSI EHetlo F.-
1 INCH, 10 FEET
a
'+ ma M naccartlarKe wnli
0) yLor gapgovAl asgMase snare Acrrv-11 6� MINAH 140N FILTER
NTrvlsp rO oaoEanol onFnH PJn EL 59.BD MLRAFI+AON FILTER FABRIC OR ECT DISTRIBUTION FABRIC OR PROVED OBSERVATION PORT
APPROVED EQUAL LATERALTOVENT EQUAL _
N 6anD covEq rocageE INSTALLED IN ACCORDANCE o v
VaTwgEpana peeeWnNRTe paernBa.e„wwr.arNnr g
(n acH a4 Pvc carvraa vAnBL Fanrn ,:...' LawwnO_ EL5 9)'; MANIFOLD ITYP) WITH U
31 D CMR+s.14on3) _
U N
6a vm ro oa0 wwreapRooF cars nLE+ ... .. _
scn.q wcFoacEk.a. p.wrsYArcn eawc.Er wc.BLE sxcEs e�mE uE°" - ...
- TO swuD CATER wngcnEo to ReEa Puw cHw6Ea ,:s^c'Mu L.60.0-61.] rrrer.nrnv"'^eer S LOAM IS a `o m yr 2
0O eaDMOE a.ow. - op LOAMBSEED a -� O ry m
UMP PLAN sen<ewCl=E C Nuu - - '
(n N VIEW wwrTa rnm Four. Ill/EL SB 14 cLow - :...• '.' .' Y MIN. .. .. PR
xDT ra sc wn wvEa rO cawDE EL.6x.5-64.0 ro swno iarEq wrtn ., CLEAN BACKFILL v ',�. 36'MAX. QLEA BACKFIL- OVIOE INSECT SCREEN E N f m
U uE ._ INV.EL 5).9] _ L fr
Slur_NFFF+uwx
EL.6139 pREssuRE arpa �
U .... INV.EL 6006 ...EL522^.".a-. fir NVE 5)96 EL. OVIOEEND CAP
T
.r'�r
D3 INV.EL.E0.30 .'scn..o Pvc evL sw4e we „e rcD - ... t2'MN.
BREAKO
s cRwMrr rc oeox Tpa q,a - 5
nEo
v-wa sruxlEss srEEL -- 1�STRIP OUi 1-s O T - LOAM B SEED
lF.
O a�r x 0rs ewFFu cws WUF�e10 ns uLBo 3l4'-1-+R'DOUBLE wpSHEO STO'IE MAN FP CH
u nN
ly nnn uA SC.40 PVC IN.
v rwRovS.qn
N am,aaoEsnx aow ikEa6 AncenvALv6 e. IMs1NL svrm uvrLPas Loa cgVulw ourtEr wEs'. - BOTTOM OFEL 563
w nvduVLcwur sBNEo SfT SOIL STRIP SIT SOILS TRIP C
DscwAuc=rANOp PROPOSED H-1 D DISTRIBUTION BOX DETAIL :" EXCAVATE TO EL x56.T prEPLAGE "-" 4-SCH 40 PVC -REXCAVATE TO EL z56 PN� SLOPE TO DRAIN D.S•:
y - WITH CLEAN SAND PER 3 15255(]) PERFORAT EI-E WITH CLEAN
... 5'MIN DISTRIBUTION PER 310 CMR 15.255(3)
N nF fi0.... (O i IDEA EL 557? I I LATERAL 11 )
E PROPOSED 2000 GALLON TWO-COMPARTMENT' E'.'.o.n"^^'a Lp M' ' varMgevsecnoN E
d SEPTIC TANK-PUMP CHAMBER TRENCH PROFILE - C7
Y ACME PRECAST MODEL MSTPC20 OR EQUIVALENT ESTIMATED SEASONAL HIGH GROUNDWATER EL 44 o TYPICAL SYSTEM VENT DETAIL ;, m
ALIBASED ON SHUBAEL POND ELEVATIONIF
LEACHING TRENCH DETAIL NOT TO SCALE n s `
NOT TO SCALE E a E
PUMP FLOAT ELEVATIONS im
n.� RIB 11 m s
N ELEVATION 4 2 'o
DESCRIPTION (FT) C�IJi�{- -(' 3�9 ✓ _, �� Regis nm: LL
EMERGENC"STORAGE 60.19
HIG-ALARM 5'G6
-Ci TIMER OVER RICE
C TIMER ENABLE 3'16
v'M �► o/t/I `\vcx
.n BGT' OF TANK(MSIDEI 36.uA V
L �I�
o L�rJ �o LPG Ig-1-27
' a PrgM NUMec SNael.
20112 1 .12
vm-1
k4
N-0 RISER AND COVER TO GRADE(IF I PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING PILOTAPPROVAL REQUIRED PRIOR TOCOMMISSIONINO PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING
90'PVC SWEEP ELBOW FOR CLEANOUT
WOOD CHIP FILTER TANK SS PIPE STRAP SUPPORT OR APPROVED EQUAL. FIMISHE D GRADE(SEE SCHEDULE FORELEVATIONS) GRADE TO DIVERT RUNOFF
i111
DISTAL HEAD PORT t IN GALLON SEPTIC TANK LOCATION TO BE FIELD DETERMINED(TYP.) LYILL
EL 6].O EOUAUZATIONVALVE e'O PVC PIPE IBCH a01.LYP.� yMgK 1-0 SAMPLER TEE. W W W M` `T W W W W e
SAMPLERS INSTALLED AT EVERY 6' +' IIIIII IIIII�IIIII.
EL fi20 COVER DEPTH 9' M.U. NOTE
PLASTIC RISERW
DISTRI9UTIOx LATERAL E_65 4 �('. S> PLACE DST
AL PORT ASSEMBLY AT END OF tERi1GHTCAP
EOMAT d5TR10UTlOry 9'NIN.COVER 1.5'SCH AOPVCdSTRISuTRWFIPE MANIFOLDFORFWSHING C
16NTRIFICATIONMEDIA SEE SITE PLAN �'S 1'GEOMA E RIFICE HOLES J'OC FLOW EDUALI2ATION PROCEDURE THREADED
ASTM W]WASHED _. T -- — — f O ADAPTER
CONCRETE SAND - ✓ 2 `". GEOGUARD ORIFICE 6NEl0 t INSTALL CLEAR PIPE TO gDPPTOR
C��L �//
4 T .' : EL EL 59)1 FAB K; 2 OPEN ALL VALVES
MIN.P.ITO.E •' a - J I T — --- 40SLOTTED PVC%PE BOTTOM J TURN PUMP AND NOTE ELEVATIONS OF SCHaOPVG
_— w' .,- ELEVATION fit Da WATER IN EACH PIPE. GATE VALVE
• < 4 �� I- a E01ML1ZE HEIGHT FOR EACH WTH LATE ! ^
------ — 0='PVC PI.DI eO) ]9 VALVE AT OF ....
SURROUNDNG 4 " —�
- — .,i.
EFFLUENT PIPE _ SCHaO PVC PIPE FROM
C
____ ___��_ I6 P0.ESSURE FIELD
INV.EL.59.01 0oL5TRIeuT10N 00z r� 5, AFTER AT START OFLTERNOFF PUMP 1 T NV.EL 50.62
__ NATIVE SOIL ANDOR AND REMWEPIPES.CLOSE VALVES
\
SOT.BED EL 58.93 BOT.BED
t%SLOPE ALONG BOTTOM INV,EL SB.]i SPECIFIED FILL N
EL 58.6E -- AND REWSTgLL CAPS.
IMPERMEABLE EFFLIIERf/UENT
MANIFOLD PIPES
a'COLLEC MTEDPVC EFFLUENT —_--_—_-- --
COLLECTION%PEg1%SLOPE a'O WYE AS'BEND AND CLEANOUT OSLOTTEDP/C C.Zgh12010 GEONATRIX SYSTEMS,LLC --
gSTRIBUTION PIPE
mervlativeO lne^me p more M Na
@0%SLOPE IaHowlnH U6 Delems;TJTz 6T0'T,165]90. Cro 9m 16GEOMATRIX y,
]'z DEMTRIFILATN)N MEDIA OOa UG aM 10reIBn DelvllsDm6 nH. S STEMS LLC-PATENTS: PRESSURE PIPE
HOOD CHIPS - _- a'SOUD CAP —oEOMATR.KSYSTEMS.COM
10'PEP STONE SURROUNDING
PERFORATED%PE GEOMAT 3900 LEACHING SYSTEM CROSS SECTION
EL s.o. NOT To SCALEGEOMAT 3900 LEACHING SYSTEM DISTAL HEAD PORT DETAIL
ZLR S ED STO EBASE 2 5 gm '
_ .r HOT TO SCALE
LINED SAND BED AND WOOD CHIP FILTER TANK SYSTEM DETAIL ELECTRICAL SERVICE(FROM PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING €w
Q�
TIME DOSEDCONTROL MAIN ELECTRIC PANEL) GRADE TO DIVERT RUNOFF -2 8
NOT TO SCALE PANEL WITH LOCKABLE C e
ENCLOSURE MOUNS4rO
LEPHONE SERVICE(OPTIONAL) 1 i;
`?
PLASTIC RISER W F
WTED POSTS TUBE SHALL BE N6' TERTIG CAP CD m o £w
INTEDETREAED O D CIAOPVC PRESSUREESSURE TREATED WOOD S LATERA TDETIREFERITO4SCH.
SCWO PVC GATE VALVE E GEOMAT DETAIL61 oELMS.GRADECONCRETE FOOTING SWEEP ELBOWSUITABLE NATNE MATERIAL
NOTE:T.valve C�WO BeNIP,W.,UIT m eQ to 0w P.,hrp
to GeoMet le prevent
OeNl�g.
NOTES: cn
1 CLEAR WORK gREA OF OfTRREOURED IN ALL DIRECTIONS
OF
THE PEDTSTAPL J
2. ALL ELECTRCAL PER MA.ELECTRICAL CODE. TEE Q
0. SERVICE DISCONNECT SHALL BE INSTALLED IF REQUIRED. Copyn 016GEOMATRU( MprvIFOLD%PE-ELOPE TO DRAIN U w
a. ALARM FLOAT TO BE ON SEPATUTE CIRCUIT FROM PUMPS. S STEMS,LLC-PATEMS: BACK TO PUMP CHAMBER
NMW.GEOLNTRIKSYSTEMB.COM 0
SECTION
CONTROL PANEL(TI DOSED)MOUNTING DETAILDOSED)MOUNTING DETAIL W
NOT
SCALE GEOMAT 390D LEACHING SYSTEM EQUALIZATION VALVE DETAIL V) Z
HOTTOSCALE W Q
g _j0 a
U a
� fnfn
ofz < IL
3 WOE O
Q0 J W
Y in m O�
M I- �
w V) H
DO
m Q w
v m F—
N
[A
C
!0
0
O)
U C
d gym
V) 3 m.z
U m U
m
N
O
O
O
N
d
2 O
a` � a
a o
N Rpletre0m:
N ,
\ a %gecl NMnSv SMe1.
� 20112 2of2
v
Q
N •^__ -2
ZONING&RESOURCE PROTECTION NOTES - '� 'p ;U`I `
10-PiNe • "�tf 1
L�. I 1. PARCEL 1D:1M148 LOT SIZE:O22AC' 3-
^ t
y T 1 I L 2. OWNER OF RECORD,JOANNE M DESROSIERS
SLOPE BOTTOM SAND FILTER jt
N78°_ ft - R is 4, t
A i4 +rT
05'25"E I} " 3. ADDRESS:0.]BAEERRY LANE MARSTONB MILLSp ..t I .l0 200.Op' `yak =
AT 1%TO UNDERDRAIN 4. THE LOCUS IS IN LOCATED IN FLOOD ZONE X(AS SNO N ON F.LRM.MAP 5 O 0542J D4TE0 DULY 16,2014).
Z GRAVITY UNDER DRAIN TO WOOD CHIP I
'1 S. TIESfiE IS LOCATED INA WELLIffAD PROTECTION DISTRICT.
\ FILTER TANK � ��. '�T- �� >, �� • I gg
EXISTING OVERHEAD ',�
ELECTRIC,TELEPHONE % ' ( WASTEWATER INSTALLATION INSPECTION NOTES
To wcrLANDO ` 8 CABLE SERVICE PLAYS
CONI RALTOR SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO THE
ENGINEER AND LOCAL BOARD OF HEALTH FOR ANY INSPECTION.
,% 1 I 2 BOH REP ESENTATIVL WASTEWATER O PPRORRTO BACKFIWNG.ATA MINIMUM THTS SHAU.BE INSPECTED BY THE E FIOLLOWING ITEMSNEER AND THE SMALL Q �^"' ID
GGG O 'x
DISTAL HEAD PORT(TYP.4) y, l \ _-"'`_`- ) `.' L 2.1INSPECTED
SYSTEM COMPONENTS BASE AND INSTALLATION PRIOR TO BACKFILL
4 2.2. LEAKAGE LEST ON PRECAST TANKS(h9N.24 MR) �y W
PILOT APPROVAL REQUIRED PRIOR I 63 ,, \ t 2.3. STARTUP TESTOP SYSTEM WITHALLCOMPONENTS INSTALLEOAND FUNCTIOMNGAS D i� r q. '
TO COMMISSIONING T EXISTING SEPTIC TANK TO BE ------- '1 T DESIGNED .,' Q t'�' t «1.'; 1 t i
LINED SAND BED(I TX34'442 SF)'`. . , 11.7• PUMPED AND REMOVED PER ' 2.4. FINAL INSPECTION OF BACKEILLED SYSTEM l '{
WITH GEOMAT 3900 LEACHING SYSTEM }� _ "d i`y 17, TITLE 5
(4 AT 34'L) , PINK' I 1ii - �... J ; 1 3. THECONTRACTORSF BEESPoNS TOMN NUP-TO-0ATE URTDRAWINGSMID
NOTES INDICATING THE HORIZONTAL AND VERTICAL LOCATION WITH TWO TES OF ALL SYSTEM �? �hv,. +Jtl•„ 4 1
COMPONENTS WSTALLFD.THESEl58ULT OR1W WGSMID NOTE9wILL BE IRILIZED BY TIE
1.5"SCH 40 PVC DISTRIBUTION G{Z:IJEL DRIVE w /'V ' ) t, ENGINEER FOR THE PREPARATION OF RECORD PLANS. V e
LATERAL(TYP.4) II / /, / / // / 2 )I I I Jt C
CONFIRM LOCATION AND CAPACITY
EXISTING LEACHING PIT TO BE ' 'I I O OF EXISTING ELECTRIC PANEL FOR ' '
II i ; / i �� WASTEWATER NOTES
I `
PUMPED AND REMOVED PER TITLES �; I I � ' K / � CONNECTION WITH THE PROPOSED ! ( ) 16. UNSUITABLESOIL MUST BE REFIACEDWITH TITLE 5 SANDAS SPECIFIED IN 310CMR
I i 1 42.50, 1 , ui BARBERRY LANE/ TIME DOSED PUMP _ _ /I:Z 1. ELEVATION,PROPERTY UNEAND EXISTING CONgT10NB ON T-0S PUNARE BASEDONA 15.255(3).ANY AOdTIONAL AREAS Tt4TA REFOUND TO HAVE UNSUITABLE MATERIAL
' CONTROL PANEL / R
' • SURVEY CONDUCTEDHORSLEY WI N GROUP.INC. N NOVEMBER 2020Z0 HA BE REPORTED TO THE ENGINEER
2,000 GALLON I I I RLllRIH)�:I L)l}[{)-1�t'/ I 1] ALLSEPTIC COMPONENTS SMAL TALLEO WITH MAGNETIC WARNING TAPE i ^ 1 / i '- 11 BY THE TTE G SHALL
LBE INS N Q y d
a SEPTIC TANK/PUMP CHAMBER -,' 1 / / I^ /( j 2. UNLESS OTHEftIMSE NOTED.ALL SYSTEM COMFONENTS AND CONSTRUCTION METHODS
t / / 6s E IN ACCORDANCE WITH THE STATE ENVIRONMENTAL WOE AND THE RULES AND
17 / - S7 •^ \ / ' EXISTING WATER ) TIONS OF 18, ALL SEPTIC TANKS SHALL BE APPLIED WITi 2 COATIS OF DAMP PROOFING OR BITUMINOUS
EQUALIZATION ! ' ; - :. 64.00 4"SCH 40 PVC EP5 r THE LOCAL BOARD GF HEALTH. MATERIAL Q $$
II i SERVICE(TYP) ( � >,21 w
VALVE(TYP.4) ! /L=10',S=2.0% / 3. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO N m e
li T n .� 19. THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION
__.L_ LAYOUTAND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL SYSTEM REPRESENTED ON
l' _ " v l t 1( ' ITAND AFTER CONSTRUCT ON IS COMPLETE.AREAS NOT DISTURBED BY CONSTRUCTION SHALL �D
1.5"SCH 40 PVC 'J'I 10.0 / .-�a�,. - - -�.--... SHOULD NOT BE USED FOR ANY OTTER PURPOSES. BE LEFF WINRAL.THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO , K[:y'm' p
1B-P.I r 1 '- 1 �J' -LOWER BUILDING SEWER BY t ' SHRUBS,TREES,OTHER WJDSCAPING ANDIOR NATUPAL FEATURES.WHEREASTIE „�j g,y 1
MANIFOLD(L=12') �� (-' 1 ' i' `, �' ` Gut.✓,l{REF / CORING NEW HOLE . tl. ANYCHANGES TOTHI9 PLAN MUST BE APPROVED BY THE ENGINEER ANUOR THE LOCAL FINSDONOTSHOWAWLANOSGPE FEATURES,EXISTING CONDITIONS MUST BE
C' - BOARD OF HEALTH(SIGH)STAFF.
�-_ /] EX.INV.OUT=63.0 -'- _ VERIFIED BY THE
CONTRACTOR IN ADVANCE OF THE WORK
2"SCH 40 PVC _.'{,; i ii / ! TIME DOSED PUMP y I 2
PROPOSED INV.GUT=60.5 5. OWNER
DENGI ENGINEER
N THE CONTRACTORS HALL'COORDINATE-MTERIA PROPERTY
FORCEMAIN(L=10') / / ;20. ALL UNPAVEDAREAS DISTURBED BY THE WORK SHALL HAVEA MIMMUM OF WNCHES OF
Olx CONTROL PANEL OWNER AND ENGINEER ON THE CONSTRUCTION SITE ACCESS AND MATERIAL STOCK PILE INSTALUEDANDSE
CLEANOUT ''� / / AREAS. DIRECTED BY THE ENGINEER.DTHE CONTRACTOR SWILL BE RESPONSIBLEFORWATERING
` 2.50 `'-..., \' - , "'� ANYLOAMAND SEEDED AREAS UNTIL LAWN GROWTH IS ESTABUSHEDANDAFPROVED BY Q
PILOT APPROVAL REQUIRED PRIOR TO AODIT,v STEPS 6. TRENCH SAFETY SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR INCLUDING ANY. THE ENGINEER AND'OROWNER.
'-' ; LOCAL ANDOR'STATE PERMITS REQUIRED FOR THE TRENCH WORK.THIS WORK MAY BE
COMMISSIONING \ //�' `, NO FCU L'N" L Q
14.3 i a NDAT I - - .`0 I r REQUIRED TO TAKE PLACE OUTSIDE OF NORMAL HOURS OF OPERATION FOR THE 21. AN INNOVATIVE B ALTERNATIVE TREATMENT SYSTEM IS PROPOSED FOR THIS Sin.THE F-
1,500 GALLON WOOD CHIP FILTER TANK \ / 4'SCH 40 PVC -- - -
'N'- 80.5 �/ / SUPPORT EXISTING COLUMNS GR.4l/{:) / FACILITY.THE CONn2ACTORSWILL PLAN ACCORDINGLY. SYSTEM MUST BE INSTALLEDAND MAINTAINEDINACCORDANCE WITH THE DEPARTMENT
2-C BERRY' _ L=24',5=9.8% OR, - OF ENVIRONMENTAL PROTECTION PILOTING USE APPROVAL. '
_ AS NECESSARY DURING / '� ], THE CONTRACTOR SWILL REPORT ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM ( w 0
_ 1
CONSTRUCTION(TYP.3) THO,SESHOWTJ ON THE PLAN TO THE DESIGN ENGINEER. U/
_ LEACHING TRENCH I - - w Q
L 80H S=2.8% - 14.T 40 PVC ( ,L. 88 61.30 _ zO.Ir _ -_ .. ... (64 x2 D) ;// B A CHANGESUNG TO TO OEFFTEEMAY RESUL
PERILY INSPECT OR T NMPROPER FUNCTIONINGGEITHTMONSITLANM o. _ SOIL TESTPLOT DATA
�2 1.5 Z J U Z
7-OUTLET DBOX WITH 62 �3 W LEACHING ACENT5 TO THE
E BEP FILL FILL
..-.. ... ,, D 1 1.5 1 1s Q
TP1 J
BAFFLE "'59.80 6' .. A A Q d.�• L ^ ` 67 - !� 9. CALL LEAST HOURS PRIOR TO COMMENCING CONSTRUCTION AT
J{\ 10 YR b3 IO TR 3�]
I BOvC' 1ABSq FEANDANYOTHERAPPUCABLE AGEN IESTOFIELDVERIFYLOCATtONSOF
61.30 3.0 'S E%ISTNG UTILITIES. 21 C.SANDY
LOAM 9.]5 21 C.SANDY LOAM i(
10. THIS ONSITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH A 10YR4I6 t0YRM6
K" 18T z '' - GARBAGE GRINDER. C.SANDY LOAM C.SANDY LOAM W O
E2 11. THE OWNER SWILL HAVE IHE PUMP SYSTEM SYSTEM INSECTED EACH YEAR AND HAVE YR 10 vat b4 LL O
l/ ca of
TREE TOBE iM1-E3ET F - _ _ 1 �AK 1. T Lu
HE SEPTIC TANKPMPED EVERY 2YEAR90R AS NECESSARY F.SANDY LIOAm ANOY LOAM A Yy J w
} REMOVED(1) '^ ""N 78'.p5.25^E �05 2-OAK _ 12. PROVIDE WATERTIGHT SEALS BY USE OF NONSHRINK GROUT AT ALL POINTS WHERE SB C2 ] FS L2 AM ] CO < m N
10000".�, Y PIPES ENTEROR LEAVEAW CONCRETE STRUCTURES. t0YR b4 t0TR b4 Q LL .
rNV
COARSE SAND COARSE SAND cC LL
W 4"SCH-PVC ..8 - ..-.._.. .,\ "�' i m _ G
TTT 3. USE SCH.40 PVC PIPINGPING WITH WATERTIGHT JOINTSBASE,OTHERWISE NOTED ONPLAN. W
m L=1.0 S�0% / _ �I I/ ~� I ALL PIPE SHALL BE PLACED ON COMPACTED FIRM BASE. t20. L5
J/// PERC94B'fj6' NOGWOBSERVED Z <,
m -S SYSTEM VENT 14. ALUSTONE TO BE DOUBLE-WASHED AND FREE OF DIRT,DUST.AND FINES. ¢ IN/IN - �/
i4-OA((" TREES 70 BE - NO Gw o85F_RVED
BREAKOUT EL. REMOVED(3) ' r 15. THE CONIRACTORIS RESPONSIBLE FOR PROVIDING OPERATIONS AND MAINTENANCE Q (fJ
5829 INFORMATION FOR THE SEPTICSYSTEM TO THE ENGINEER,IF NECESSARY. � m
OBSERVATION PORT 1 _ - PERFORMED BY:ELIZA HOFFMAN,HORSLEY WITTEN GROUP,INC U
GRAPH SCALE ' �- WITNESSED BY:DAVID STANTON,HEALTH DEPARTMENT Q
CD 10 0 5 10 20 40 ) DATE:NOVEMBER 3,2021
cy 5-FT SOIL STRIP OUT PROJECT BENCH ) w° H>
N EXCAVATE TO EL.256.7 AND REPLACE WITH CB/DH EL.=61.87 tl
CLEAN SAND PER 310 CMR 15.255(3) ( �' .:: - I OSMYthat I amewramy aepm.d by ma Da°amlwntot Env mnmenlol Pmtod on W,su°nt t°310 -
CMR 15.017 m°onaUd as I Ayawatmm and mm tha ah°Ta P,tots has OeanPoaormad by m°
n ffiet :'i: ) {'• p naisrom with no r44wma hamin9.axP4ni:a ana axParian°4 asa°nhaa in 310 CMR 1s.D1],1 I,_,
every th°tthe ros 1-my a°il evaluation,as indlK,Wd in Olo adachod Soil Evaluation Form.ere
_O 11NC =10 FEET ? _,: - a«„mlAand in BccA(aanw with 3locMR ts.t00 mr4U9h 1s.m]. °>]
N `T vR F°uEx�wm RI 1 ) � I MIRAF1140N FILTER,
xcOljE p 4•SCH.40 PVC C
u(CGNF WTI p � EL 59.80 CONNECT DISTRIBUTION FABRIC OR APPROVED
H' `I' W W W y MIRAF1140N FILTER FABRIC OR APPROVED EQUAL EQUAL - OBSERVATION PORT
rvG) LATERAL TO VENT _ N
(/ To oxOFR FAxo coven TO GRAOF INSTALLED IN ACCORDANCE SS
(n [ YCO El _ EL.5897 M,?NIFOLD(TYP.) WITH 310 CMR 15.240113) U it Y
\\ OR ENG ER APpRrnEDE pROVIo[24'ow wATERnGM Va.TAGE PRIOR pyC coNOU TTO FRAFI Y
scx 4° TO
OOeOx cA OL E
°� WATERPROOF UBui a:LEi •. _ - o
U sex 4o wcPORCFwNx ao4TsmreIl BRAe rvo eA6LL spL eEsxsme - - , ixxx,i 1 4)
r
,ofip/.n CF AnncxcO ioRSER pump clw.®ER - - EL.60.o-s1.3 II II II II II ""II II II II II II II IIIIIIII..........II II II III II II II II I LOAmssEED - h a C d
� LOAM SSE
T- I`I�INIIIIR�II�'IMI1I �
pROV OE 24'OIA _ _ 3BIE31BIE31BI BIE31®I�E31E31EIBIR31
En LIMP PLAN VIEW INV.EL.58.14 - -OO]-T Ow ". - 9'MIN. .
EL 62.5.64.0 V IMJ.EL S],9] CLFIW BAGKFILL ( 38'MAX.'v LLEANBACKFIL PROVIDE INSECT SCREEN $ E N E m o
F SCx ao wO GORLEMNN -
x°riObGLE GGRAG TO Saw FarER m1N
U bwlEcx s1F tm4z - -- m o
EL 6139 pREssuR[FRTER - -" INV - OVIDE END CAP - T m U O n
�� BREAKO(fi EL 5829
(,) INV.EL 6005 f I_ I ILL.. DISTAL END EL Si fi3 {i� w
07 INV.EL.%.30 -��-TI scR o 6
N 4 xl. ufTwG vaL B (I I _ I I'' STOKE�E "^STRIP OUT�- ~ 5 - _ 12'EDN
1 J �/ sTRIP otTr T
O �ppyEJ GnS RnEFrF f olsrwBun°x eGx wsTnLLFO TYP -' - 20 TYP I - 2 6'LOAMBSEED 34'mlry STNNLESS STEEL
1 N E xOTES: 1 1"'
N o1scH4aGF VIpE 2 ��nLMLFSPE�o LEvEAS IOA EOUuIOry ounET plp6s. ..1 -iI I_3l4 1112 DOUBLE WASHED STONE_ r - ' SYSTEM �� VENT MANIFOLD 4INCH
_ZE
O GAL 1xvORAuuwLVISEALEo S "I 'ICI= 1 DAVATE TO EL a58.)AND REPLACE 1f-��T-�{Tr I-0T' --I TTOM OF EL 55.63 CH.40 PVC EXCAVATEIL EL t58.)PI.'D v" - 9CH.40 PVC.MIN.
R... -. Osc,axGE FvwcE PROPOSED ME na DISTRIBUTION
OR SO
BOX DETAIL TLiT 1__WITH CLEANSAND PER319 CMR 15.255(?Ii"'T 1 MIN. 4ESEORATED REPERCJIO MR 15 �N0 SLOPE TO DRAIN 0.5%
SFT SOIL STRIP OUT SFT SOIL STRIP
ENT
cON
lFwcsu EG E JA BOT TANK(OVTSIDE)EL.55.]2 x I L4TEDISTRAAL ITYP.I -.-3• n
wPROPOSED 2,000 GALLON TWO-COMPARTMENT EFpwpNr pump 64' I PRYMnarsEcnoru o
d SEPTIC TANK-PUMP CHAMBER I TRENCH PROFILE j '`:'. (7
`L ACME PRECAST MODEL#STPC20 OR EQUIVALENT ---LLL ESTIMATED SEASONAL HIGH GROUNDWATER EL A4.D TYPICAL SYSTEM VENT DETAIL m w S
Nor To SCALE LEACHING TRENCH DETAIL BASED ON SHUBAEL POND ELEVATION .NOT TO SCALE - 8 gb" rf,U(g`
LErvG G _ NOT TO SCALE
a Tx.1 w4 TH.a.4�GE g aTi 5 z
PUMP FLOAT ELEVATIONS - a
N ELEVATION
N DESCRIPTION (F7) may,,�;f`y}\j Ro9lavar°n
N EMERGENCY STORAGE 60.19 ..,
HIGH ALARM 57.66
TIMER OVER PoDE 57.41 - _ FNMA
TIMER ENABLE 5716 (r,
Cl BOTTOM OF TANK(INSIDE) 56,05 Ea
CIVIL
N
N ce
(\
Pro)oclNumbor ISh..t:
w L 20112 1 of 2
WW-1
2c LASER AM1ID COVER TO GRADE(TYFJ.. PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING
W'LAC SWEEP ELBOW FOR CLEANOUT
DISTAL HEAD PORT WOOD—P FILTER TANK SSPIPESTRAPSUPPOR OV TORAPPREDEOUAL _ FINISHED GRADE(SEE SCHEDULE FOR ELEVATIONS) GRACE TODIVERT RUNOFF
-
1.500GALLONSEPTICTAW( LOCATIONTOSERELDDETERMINED(TYP.) ,c
0 SAMPLER TEE.
EL 630 EOlNl1ZARON VALVE PO LAC FIRE(SCH 40),TYP. 2MAX 16AMPI.ERS INSTALLED AT EVERY 6' --� �f ''-' 'r^�}'f"'�'"+'= '� �I^ Wv yf -D- ���I IIII jI1111Ii1 IIII. I� '
✓.'✓r3i.Z'...�_.., EL 62.0 K L"-^._ -
v/.. / W- COVER DEPM 9'MIWMUM .. �y'F �� PLASTILRISERWI
EOMgT DISTPo8Ul10N DISTRIBUTION LATERAL YMIN COVER EL fi2.5 k YMM.. YAT END OF WATERTIGHT CAP
SEE SITE PLAN ?_3 2 IS SCH,40 wC DISTPoBUIIQI°4�P,IPE
PLACE DISTAL PORT ASSEMBL
M4WFOLD FOR FLUSWNG I c
18-NDRIFICARON MEDIA EL WS I THREADED °E
ASTM CJ3 WASHED _ - 1'GEOMAT CORE �q'ORIFICE EDUCES JOC FLOW EOIMUZATION PROCEDURE: ADAPTER13
CONCRETE SAND 24' - 4°-,<vn 1. INSTALL CLEARPIPETOAD4PTOR
-I6 I[ �[r c` L FABRIC �GEOGLIARD ORIFICE SWELD I S
"T rT _ j'i"I _" / �X- `. — I I " Y/'- 2... 2. OPEN ALL VALVES _ $
6'MIN.PEA STONE EL 59.T1
SURROUNDING r _ A'0 SLOTTED wL PIPE BOTTOM 61 04 3. TURN PUMP AND NOTE ELEVATIONS OF BATED LAC 3
EFFL�Ni PIPE _ ELEVAl10N WATER IN EACH PIPE. BATE VALVE
4'0 wL PIPE(SCH 40) I Ur- EQUALIZE IffJGHT FOR EACH WITH GATE _
INV EL59.01 �X VALVE AT START OF LATERAL SCHGO PVC PIPE FROM N
T - - NV.EL 58.62 II —> 0 D R18U roN 00% S AFT REMOVE PI TION.T RN OFF ES \�\\\\\ \\\�\\�\ \\ PRESSURE HEW OFT
1 ` —
BOT.RED EL WM BDT.BED I NATIVE SOIL ANDIOR _ m
1%SLOPEALONGBOTTOM EL SB.58 -- -- _-- INV. 56.31 SPECIFIEDFILL AND REMOVELCAPS. \\\\\\ \\\\�� 'a j O
IMPERMEABLE LAC UNER ,. __—— \\\y \\ \\� > J^-.MANIFOLD PIPE ------ —— \\��\
4'Q PERFORATED LAC EFFLUENT —————— AND
PO WYE-BEND AND CLFANOIJT ------ —_ DwC SLO
-I{L— DSTRIBURON PIPE �manNoc[ueeE ntler regSmorBWMe C
Sx OEWTPoFlCARON MEDIA --{-= LQO%SLOPE IbO NUS Pec ;7,374670;T,1W,3W. Oe rigM1I2016GEOMATFIX
WOOD G6P6 - O'SOUD CAP OIM1er US and breryln patenb pentivq. SYSTEMS.LLC-PATENTS: PRESSURE PIPE
„ate}- W1M1NJ.GEOMATRIXSYSTEM6.COM x
1P PE46TONE NDING
PERFORATED PIPE --- `•.. EL 54 D0 GEOMAT 3900 LEACHING SYSTEM CROSS SECTION
12CRU=I TONE BABE 'r NOT To scALE GEOMAT 3900 LEACHING SYSTEM DISTAL HEAD PORT DETAIL ��
... ...+....�.-�..-+..�._�� NOT TO SCALE
LINED SAND BED AND WOOD CHIP FILTER TANK SYSTEM DETAIL ELECTRICALSERVICE(FRDM PILOT APPROVAL REQUIRED PRIOR TO COMMISSIONING c e €
NOT TO SCALE PNEL°�6TML��L MNNELECTRIC P_EL) GRADE TO WERT RUNOFF d� O
ENCLOSURE MOUNT TO TELEPHONE BERVICE(OPRONAU 'j� ICI IIII IIII �L1W1J)))lL I��� 7 t�
SUIT Q m
PLASTIC RISER WI
SUPPORT POSTS SHALL BE&W WATERTIGHT CAP U u E m w
13'TYP. PAINTED STEEL TUBE OR 4 z 4 SCMD LAC PRESSURE C C Y
' PRESSURE TREATED-0 LATERAL(REFER TO SC—PVC GATE VALVE N Q y $
GEOMATDETAILS) T5 it
6'MIN. 't
FINISH GRADE �
• 24'S.
[ CONCRETE FOOTING - SWEEP EL6OW rz��
6'TMIN.' '." �`SUITABLE NATIVE MATERIAL. NOTE:Tlw voMe slwuM be L a L m 1p W -
r I ' TO SUIT E eLNi bac�toiheepvnP \\\\\� S v'�
end b GwM,t b p.,,M \�' \\\
NOTES: \\\�\\�\\���\\\\\\� U)
° 1. ACLEARWORKAREAOF3F ISREOUREDINALLDIRECTIONS J
OF THE PEDESTAL H40LACPIPE
2. ALL ELECTRICAL PER MA.ELECTRICAL CODE. SC TEE //� Q
3. SERVICE DISCONNECT SHALL BE INSTALLED IF REQUIRED. CopyrigNW16GEOMAIRIX MAWFOLDPIPE-SLOPE TO DRAIN U)
4. ALARM FLOAT TO BE ON SEPARATE CIRCUIT FROM PUMPS. - SYSTEMS.LLC-PATENTS: BACK TO PUMP CI-AMBER \ I— W
WNWV.GEOMATRIXSYSTEMS.COM
SECTION \..// F—
CONTROL PANEL(TIME DOSED)MOUNTING DETAIL W p
NOTSCALE GEOMAT 3900 LEACHING SYSTEM EQUALIZATION VALVE DETAIL (n Z
NOT TO SCALE LLI A
_ z
g � q
} � U
offnU)
_ w Z o
< —j uj
w
m
I< z a
m m w
N (n
Q
r�
pl 1 Ze a
C
3
0
N
2
C
o
LL o
DO U m a o a
U
m
N
O
O
N
O
N
N7
p O
a
Y (D
y m m E
o
ez oag o
N m 2 m
N RegabeEon:N
N
�`�tNOF
-o - 3�d �0.'tEP✓,
O. 9 CLAY
N
N 1/•23-21
Pr4joct Number: SM1ee[:
B 20112 2 of 2
c
0
O SM1eet Ni4nber:
Y Y Y V -2
t
1;rr s
r
m
PLAN LEGEND
1 ST i SEPTIC TENK
\LP LEACH PIT LOCUS MAP
+53.4 SPOT GRADE LOCUS ADDRE55:
43 BARBERRY LANE
MAR5TON5 MILL5, MA
A55E55OR5 MAP 102 PARCEL 148
REFERENCE DEED: 9233-235
PLAN REFERENCE: 135-25
ZONING D15TRICT: RF
53.4 GROUNDWATER OVERLAY DISTRICT: GP
N87° 00' 00"W 5ALTWATER E5TUARY, AND RPOD
I
100.00' �
N j
bilk, , SEPTIC 5HOWN PER A55UILT CARD #8417G
_ LOT 140 N -
9800 ± 5.F. t FEMA ZONE: 'X'
SHED r�—__ �- ,g�_ FIRM MAP: 25001 C0542J
i z
MAP DATE: JULY I G, 2014
RECORD PROPERTY OWNER:
GAVEL DRIVEWAY 1 lu
30•�-.-J 1 i w JOANNE M DE5R051ER5
a 43 BARBERRY LANE
O I DECK MAR5TON5 MILL5, MA 02G48
I P I EXISTING tt� W jl 50.5
w EXISTING LOT COVER BY 5TRUCTURE5= 12.5%
m DWELLING I PR0PO5ED LOT COVER BY 5TRUCTURE5= 14%
i n
\ I LP sT- I------ �\ tt -So `
\ Z/ I O
.4 �o---7-- I
+49 +51.2
\ \ 1
N 2.0' \
""'��\\ !
-, �49.0
4,8 � PROPOSED � ^/
ADDITION �� I �L
Lu _ PLOT PLAN OF LAND
\�9 OL PREPARED FOR
100.00' � f
5870 oo' oo" 48 e Q
BM: CB END. co #43 BARBERRY LANE
ih47.0
EL. 48.G'
DATUM:ARBITRARY MAR5TON5 MILL5, MA55ACHU5ETT5
DATE: OCTOBER 4, 2017
5CALE: 1" = 20'
0 20 40 PLAN REVISIONS:
Feet
SCALE: 1" = 20'
i OTC P��;15�EF��`r9C,y�►STEPHEN
0 1 �►
v DOYLE j
NO. 37559 ► 5TEPHEN DOYLE AND A55OCIATE5
F s�o��� ► 42 CANTERBURY LANE
► '= vE ' EA5T FALMOUTH, MA55ACHU5ETT5 0253G
TELEPHONE: 508 540-2534
5JD5URVEY@AOL.COM
— _ '—_ —_ ��1wv.. -awr,...-nx o� s..w-•.«ie:..�o•..r.rr�.r..awaswe+irrevsrarr��r w�wa�w+,.w,r�r.r...,.,rwrw�...wrr• -- _
20 FT M1N
' } EL. 10 FT MIN.
CONCRETE -
+ COVERS 4" SCH. 40 PVC I CLEAN SAND
PIPE- MIN, P!TCH CONCRETE
0
1/6 PER FT. C COVER „
LAYER O F
4 CAST IRON ( �� -----, 1
PIPE - MIN. PITCH !2 M - _ I 1/8"- 1/2" WASHED
--
} I STONE
j i j I t 1/4 PER FT -- ' -- --
FLOW LINE
i I _ E L 10
I i - - " j MIN. E,
I ELEL
-- - -:
-- o
i �- - - --- -- ----� D I S T L=
iLOCATION
ATI N MAP t -- ��` � w
>
LOC 0 BOX
WASHED STONE
Iw
J PRECAST LEACHING °°vG EL
------- GAL,
I BASIN OR EQUIV. -----=
SEPTIC I
TANK �--- --- '----�
PROFILE OF GROUND WATER TABLE EL. _
I SEWAGE DISPOSAL SYSTEM
,� y 2 j NOT TO SCALE
I `. 3 DESIGN CALCULATIONS
- SOIL T ES
T
- .� NUMBER CF BEDROOMS . . . - -` T 9
,
GARBAGE DISPOSAL UNIT — _-
DATE OF SOIL EST
} TOTAL ESTIMATED FLOW WITNESSED BY — _— � —
" (___' � GAd- /8R./DAYxj_ BR.
) . GAL. DAY
PERCOLATION RATE MIN./ !NCN
OBSERVATION HOLE I OBSERVATION HOLE 2
d REQUIRED SEPTIC TANK CAPACITY .. _=! a-- GAL
- -
I ? ACTUAL F OF SEPTIC TANK.. .. . ... . .. . . `7 GAL. C- ELEVATION = -- --ELEVATION =
LEACHING AREA REQUIREMENTS --
I (- SIDEWALL AREA '--- GAL /5 F.
,
BO?I OIN AREA GAL 1S.F ,•
Y i - LEACHING CAPACITY ( BOTTOM + SIDEWALL) .�. 1 GAL. `��•
REST RVE LEACHING CAPACITY ... +ol GAL.
I _ NOTES
I 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM
TO D E 0. E TITLE 5 AND THE TOWN OF
r RULES ANC REGULATIONS FOR SUBSURFACE DISPOSAL
jOF SANITA�?Y SE. WAGE
2.COMPLIANCE WITH ZONING REGULATIONS SHALL BE
_... - _ ' - BUILDING
R S T A4BUILDEG LATIONS PER BUILDING
gt�� DETER!v� NED BY BUILDING INSPECTOR OR BUILDING
O.MCOMMISSIONER
1 3.EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY MIN. FRONT SETBACK J
MIN. REAR SETBACK
r THE SAME
{ `� - 'O ;;7 ?>✓ eta iN�Jv: ��, ?�N r V=NO ivE'NC1 MIN SIDE SETBACK
APPROVED • BOARD OF HEALTH
• —DATE AGENT
I
PROJECT LOCATION:
_��T -� �r•.2��:! ..,fit:.,
APPLICANT
LEGEND SCALE, DR. BY: DATE ;
EXISTING SPOT ELEVATIONS 00 0
x JOB NO APPD. BY REV.
EXISTING CONTOUR - - - - - - 00 - - - - - -
FINAL SPOT ELEVATIONS 00.0_1
R. J. O,HEARN
FINAL CONTOUR , ., INC. DRAWING
SITE PLAN SOIL TEST LOCATION REG. LAND SURVEYORS- REG. SANIrARIANS NO.
1348 ROUTE /34 - P, 0_ BOX /263
SCALE EAST OENN/S , MASS. 0F