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0039 TOWER HILL ROAD UNIT BLDG 1 UNIT 1B - Health
39 TOWER HILL ROAD - Village Square SOUTH Osterville 0 Legend y Parcels Ift ° "°°'• Town Boundary l 170 OV"'. 141032 92,1Q ® � �` Railroad Tracks — 7 Ga —�--' — Buildings # Approx.Building O17001 lBuildin s 1 Painted Lines Parking Lots f r I $.Paved 6 Unpaved � �iav�� Driveways �..� `4111700lZ Paved - 'a �� rr Y a ar,�� : - #d,n IllrA =Unpaved „ ai — v r� , `,. �' � � =a --- Roads r 7� „" y. ,, 13 Paved Road ND �� � „..N x Unpaved Road - t _ ridge ® B - ,- _ av Median am s Marsh -Ii M Water Bodies 3 w'V,,R w 17* ate'., 1€1i� 2r r t 9 j r, �l ,Pr l: . ;-2 . .n...,., tYL! 117084 y a � t11, QS® i air ..w Map pfinted on: 1/17/2019 'this map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are 1 Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA o2601 O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-¢62¢ " reflect current conditions,and may contain such as building locations. „fy. Approx.Scale: 1 inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us 41 A-YG' SA SC-TOWN OF BARNSTABLE LOCATION _ 3q Gwt/I-I�I � — 15�4 COIJ05 SEWAGE # VILLAGE 0S7;trV1 Ilk ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. ►L S a SEPTIC TANK CAPACITY OL070 i LEACHING FACILITY: (type) x T (size) NO. OF BEDROOMS BUILDER OR OWNER V 1�AiY. scU/�rc -C /a SS. SOVA PERMIT'DATE: COMPLIANCE DATE: j Separation Distance Between the: 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) Feet Edge of Wetland and-Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �iu0e.,Ae, Door AIC lC�p✓+' A A g . 35 3y - 01 y si a y 3y y i 5 (/A1fS TOWN OF BARNSTA.BLE LOCATION 3q Owcr All 60A(: S Sav-tk SEWAGE # 10 , VILLAGE OS`T wI�� ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO.. - SEPTIC TANK CAPACITY 01 r(Jb LEACHING FACILITY: (type) a �(JUb CA� (', 1 (size) 3 STvit� NO. OF BEDROOMS BUILDER OR OWNER Ui 'I�('�C Si524CC SO GOnCO A�- PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist n within 300 feet of leading facility) Feet Furnished by 1/tS e6,ron . a A ,3 - 3 Sy 4/3y a 3 1 f Dooms s - "S te+,c. SyI}��� � TOWN OF BARNSTABLE OA i'�s D }] aA- n - LOCATION 35 /Owti ��i1/ C G��G SUt71ti SEWAGE # VILLAGE 0S7rwA- ASSESSOR'S MAP &LOT//-7 Q7 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 3 S� (size/3 SA/ S• ^�- LEACHING FACILITY: (type) ) NO.OF BEDROOMS )J BUILDER OR OWNER VI///�St S�/J� C pn�O SS. SDy j PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: . 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by T Li p 7oor • c1 �jtr,�c,�r p� Age � A JJ 8 A 13 3 y S i ay 41-7 a. a 39 S'60 3Sy /0y / , 3S Fro TOWN OF BARNSTABLE LOCATION SEWAGE VILLAGE `'v �,;;e 3 � hl ASSESSOR'S MA<P & LOT INSTALLER'S NAME PHONE NO. 41.C[C CtIiv_V- SEPTIC TANK CAPACITY_, � ? . LEACHING FACILITYAtype) 2 P TS NO. OF BEDROOMS PRIVATE WELL R PUBLIC WATER_ BUILDER OR QWNER ;t 6 DATE PERMIT ISSUED: DATE COMPLIANCE.ISSUED:_ %0�z � " VARIANCE GRANTED: Yes No —✓ ka y IQ. TOWN OF BARNSTABLE LOCATION ,3�f %yw� `� 2d SEWAGE# 20l(-a60 �a VILLAGE C?5kA-Vt ASSESSOR'S MAP&PARCEL //"7 7 A INSTALLER'S NAME&PHONE NO. c �� � � � `P77 88 77 SEPTIC TANK CAPACITY __35-6y LEACHING FACILITY:(type) r0o Ere 9(o to IFZv (size) /7, t Sw NO.OF BEDROOMS b OWNER Vr S��e � CcI►2�a rH �n c to vr, PERMIT DATE: 3 1l- 1 COMPLIANCE DATE: " 11-Za i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 0 / 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 leaching facility) Feet FURNISHED BY c4Q W.!6 Ci C 3 G :. 3 a 1p it /�� �3•S �b 4�.o C i �/b�,7 �� as•`' 3-7 ss.0 c2 st �1 6)(4.0 t38 (a\ BS yo g�� �sfn cq aa.S S Cl% 3S, a S ,c Systd^'1 l TOWN OF BAjR/NSTABLE UAifs#3- [Y)&' Yp LOCATION owe,,, A// " SO(!1n SEWAGE # VU LAGE 0 STer v,I t ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY fSt LEACHING FACILITY: (type) a PT.S (size) 3 Y7-#Ae NO.OF BEDROOMS I/J 1145G S S V''4'-C- -SOA BUILDER OR OWNER i . �Di►C6. PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) . Feet Furnished by itT e Ctim �0 r ,3�� d►'erg 2 v��+ 3 a �l a4 F- Clz>a� ,q-Ss v Noe-77N TOWN OF BARNSTABLE ` LOCATION ' \D-C-%V— OAk SEWAGE # VILLAGE ASSESSOR'S MAP & LOT %1 7 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS Z 37— BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: 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 leaching facility) Feet Furnished by1SC �7 No. /�/U Fee 75 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for -Misposal 6pstem Construction 3pPrmit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No.34 'j-p Lj&2. l(o(®2D Owner's Name Address,and Tel.No. nsrr. F(a.,5•r 13Rap6orIL( YiAN '- Assessor's Map/Parcel ]i 7 Lo--14 M&vSr a5TgR[tLk_6- Installer's Name,Address,and Tel.No. 5 —077-8Z-11 Designer's Name,Address,and Tel.No. A l sic -' S r p+�� µ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 6506E�-rIAL&ADCNo.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) r /A Q PE cj4AL)Gr,E 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 Qf Health- Sired b Date C a-Z—;Z01(D Application Approved by Date Application Disapproved by Date for the following reasons Permit No. /0_ ^ b Date Issued No. Fee 5 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC'k.HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS - Nplication for Misposal 6pstem Construction VPrmit Application for a Permit to Cori'struct( ) Repair Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No.3C -''p(�,� `�{/(�(�Rp Owner's Name Address,and Tel.No. Fr p-.5 T Nt oPacrLi M0WA T Assessor's Map/Parcel t 7 UD5•._`«-1 v<¢( mAwy `r O Epy(LL,4s- Installer's Name,Address,arfd Tel.No !Designer's Name,Address,and Tel.No. WAt GD kt^A aXQ( ST' SiIPt� Type of Building: I , Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building R'E5lbE0T1A_&NDCNo.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date - �" Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Ld AJ E r E4jQ.LJ&97 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 Heallb, Si ed Date k) -,X 7-COI(o Application Approved by Date ZQ A)--,71 �n Application Disapproved by Date for the following reasons 4 Permit No. IDO/& Date Issued �Q --------------------------------------------------------------------------------------------------------------------------------------- rTHE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE,MASSACHUSETTS Ceftlfiratr of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( K) Upgraded( ) Abandoned( )by at 3 Q T()1t.1 iQP_ i4 i LL. Pn B�� . has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No- /t "' dated Installer _W EB t b C eU7L�YpQI L�-Z Designer #bedrooms Approved design flow gpd The issuance of thi,p-)e it shall n t/be construed as a guarantee that the system i 1 f�iuic'• 'designed. Date �yy� t? Inspector C\. ------------------------------------------------------------------------------------------------------------------------------- ------------ No. / �l0 Fee / .5 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstPm conBtfUction VPrmit Permission is hereby granted to Construct( ) Repair(K) Upgrade( ) Abandon( ) System located at 39 76( ex- k 4j- P.&AZ qs-r&-)Q-y[a._; 8LbG S 10 -- 4 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 Z �pl-evt three years of the date of this p rmc it. Date � Approved by I, r No. old f?-0 7 �/ s� UrJ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:t,111 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplitation for Disposal *pstrm Construction permit Application for a Permit to Construct( ) Repair W Upgrade( ) Abandon( ) ❑Complete System Q<Individual Components Location Address or Lot No. 8S QW, Owner's Name,Address,and Tel.No. Map/Parcel 1( Y,ks- CUn -V,1 S- t �Dt�Cz 5 Assessor's Ma I �fP _ C uwe vex p `7 f 80 vvN v,, Installer's Name,Address,and Tel.No. 508—477—9977 Designer's Name,Address,and Tel.No. 04pcW(ve G�JT6P_-1W1 S&—S LZ-c c5 Type of Building: Dwelling No.of Bedrooms Lot Size 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 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) REPLAC ES 1) '6)14,- AN)713 C�f1U� 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 Hea Sigrm Date 3 a20 l3 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2-6 i? —o 7 Y Date Issued r, f 7 Yr Nu. 0 '7 Fee ,. p THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLatlon for -isposal *pstrm Construction Permit Application for a Permit to Construct(!) Repair(X) upgrade( ) Abandon( ) ❑Complete System [Individual Components Location Address or Lot No. 39 T0W6P_40L4-RP ZIST62, Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel 1107 1$D- gov v.,-; �U��Jdf -Vr 11 rP - rt/1( Qriwe// Installer's Name,Address,and Tel.No. 5-08-477—g$�7 Designer's Name,Address,and Tel.No. _ 153 Cv sr 1tZA6S4P& Type of Building: ` Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' { — Design Flow(min.required) gpd i Design flow provided gpd i Plan '-Date Number of sheets k Revision Date t Title 1' Size of Septic Tank Type of S.A.S. s _ - Description of Soil i it Nature of Repairs or Alterations(Answer when applicable) fDate last inspected: ' t f 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 i Compliance has been issued by this Board of He Signed Date Application Approved by L `'1N Date Application Disapproved by Date t i for the following reasons , 5.1 Permit No. )-o -y / Y Date Issued S' 7 - - ------=-=------ - ------ -------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Lcrtifirate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(V) Upgraded( ) Abandoned( )by CA'(D�(D 6- C�cV (1�QJSc�' L LC ' at 3 9 T y t-xnk 14I Lj— A a4V d SGZYf q6C has been constructed in accordance L . with the provisions of Title 5 and the for Disposal SystemConstruction Permit No. 13"� 7 Ydated 3 I Installer ��iD4" p`���.0jSe (..C. Designer / #bedrooms �` Approved design flow !V gpd r The issuance of this permit shall�/ot be co°st edd as a guarantee that the system will ction designed. _ Date -3/ -1 `) Inspector �---_ ti ----- �l) f-3 --D-�� - - = Fee----------- - --------------------------------------------- --------------------- ---1/iU----------- No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal C*pstrm Construction 'permit Permission is hereby granted to Construct( ) Repair(�) Upgrade( ) Abandon( ) f System located at 39 TLDwek Ro>s4t*_�, d 57GzV t L.c4—:r I I 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:Construe ion mdst be completed within three years of the date of this permit. r Date S Approved by WT TOWN OF BARNSTABLE LOCATION.37 1-6,Je. SEWAGE # VILLAGE CgG- ASSESSOR'S MAP & LOT INSTALLER'S NAME &, PHONE NO. SEPTIC TANK CAPACITY ; LEACHING FACILITY:(type) ,p (size) �,C NO. OF BEDROOMS PRIVATE WELL R PUBLIC WATER BUILDER OR ER_ V �t c r1t/j DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No --✓ 1 q � 7 r J b TOWN OF BARNSTABLE . LOCATION C?�-- SEWAGE # z6ff VILLAGE CnST_t(_(f>dLL (� ASSESSOR'S MAP Sz LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) P �� (size) f/ 60 NO. OF BEDROOMS PRIVATE WELL OR-PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: L DATE COUPLIANCE ISSUED: VARIANCE GRANTED: Yes No � $l C 6� t .� - �0 ` w� THE COMMONWEALTH OF MASSACHUSETTS Fzz BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Disposal Works Tou'litrurtiun . ami# Application is hereby made for a Permit to Construct ( ) or Repair (Individual Sewage Disposal System at: ................................................ ................................................................................................. Location-Address or Lot No. --- lm. f..�oC:._.... 0 tl ---------------------------- -•--- ---- ...........................................................------------------•----..._..------......_..._----• Owner Address _l..lc.\C....` ..-•....3.. ......................................................... @:®_-_-qsD?Rl---_. ........................ Installer Address UType of Building Size Lot............................Sq. feet t., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) pa-, Other—Type of Building ____________________________ No. .of persons_______________-________-__- Showers ( ) — Cafeteria ( ) P4 Other fixtures --------------------------••-- w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width---------------- Diameter---------------- Depth................ x Disposal Trench—No_____________________ Width.................... Total Length-------------------- Total leaching area....................sq. ft. Seepage Pit No---------------------- Diameter_____-_____-________ Depth below inlet____________________ Total leaching area..................sq. ft; Z Other Distribution box ( ) Dosing tank ( ) a . Percolation Test Results Performed by........................................................................... Date........................................ Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......................... a ........................................................I.................................................................................................... O Description of Soil______________________________ x w U Nature of Repairs or Alterations—Answer when applicable.p�__.....QYRF____._S4.06Z.... -P- ,�v. .".'R__ ........... vat -�s.��'•`----Q--�-------�--------�--------SyGw�----...'t'°-----�ic�s`n-"�----------5``S`rcw�---ul.z�-.--..s'.3..I1...----- � 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 of health. c Signed -- c�"-� �" p el Application Approved B ---PP PP Y - Date Application Disapproved for the following reasons- ------ ..........------ ---- --------------------------------------------------------------------------- --- ---- ------ ----------------------------------- -- ----- ------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------- Date PermitNo. -----------'6'.'- ------------------------ Issued --------------------------...----------------------.------------.. Date 4 THE COMMONWEALTH OFkMASSACHUSETTS BOARD OF EALTH. TOWN OF BARNSTABLE. Appliratiun for Diapas'al arks Tonstrur#iun ramit Application is hereby made for a Permit to Construct ( ) or Repair ( Individual Sewage Disposal ` System at --...---•---•----__--__........1r7 ................................................ - ... ............. Location Address or Lot No. V llV►�� D -�Soc: �o uT�1 .................... R Owner Address cam. - �=_= 0 � Installer Address dType of Building, Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms________________________________ _Expansion Attic ( ) Garbage Grinder ( ) �+ '4 Other—T e of Building No. of persons____________________________ Showers — Cafeteria a' Other fixtures __________________________________ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity____________gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No_____________________ Width..................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area.._...............sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ 1.4 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....................... R+' __••.-----•-•---------•-•-••-----------------------------------------------------••---••----_---•-•.............................=........................... ODescription of Soil...............................................................................:........................................................................................ x V ---.._..---•--------------------•--•---...---------------------•---•-•----•---------....•-•-•------------------------------•=---------------------------•----...-•------•------•--•••------------------- W -----------•----------------------------------•-••••------------------------••----•----.....-••--•-------•----------------------•----------•--•-=---•----•••----•-•-----------•--------7 VNature of Repairs or Alterations—Answer when applicable ------- ooaC � c�� e�� `" ----7 ........s� �v�- .....'Kc5' '^' S4gTCY'�--- z� s.i3U1------- 0� i 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 inkoperation until a Certificate of Compliance has been issued by the board of health. t (1 Signed 3::>c- -�: �� --" -------------- ��s te A� lication Approved B �, --------------------------------------------- -- PP PP Y � Application Disapproved for the following reasons- .............................................. -`................ ---------...............................:.............................. ------------------------------- -- Dare Permit No. -76- � ..�------------- --------- Issued --....----------------------------------- ...--.....-..--------.. Dare ._..w.e*txpal•�kt; ."i?:�:.-�."'.-x.mw� ^• - -. -- yam'.-_ .. 1 THE COMMONWEALTH OF MASSACHUSETTS � 1 BOARD OF HEALTH ` TOWN OF BARNSTABLE C�e>r#tt>c #e�of IffumCtttncP THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired X ) etc K `i------------- ws`MO�' ci� / a—installer at ... `1-....--. L...... .......131................ ........................---------.......................................................-------------------------- 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. ..... ---.-./..1.��......... dated ---------------------------------------- ------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNC-TION,SATISFACTORY. DATE......... �.-..� Ins ec or .-..--... -?''s'---------------=----- v .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �j / TOWN OF BARNSTABLE 11iopusttl Worho �unriunrrnti Permission is hereby granted__.._ ......�f'ZXv ...-•- ..= �C---•..............................:... .. ....................•-•- to Construct ( ) or Repair (�) an Individual Sewage Disposal System at No....3`1_._....1 tea+ �� Sl� _._C SST Qv �� " .. --------------- Street as shown on the application for Disposal Works Construction Permit N1X __ Dated.......................................... �/� ,C Board of Health / .......................................... DATE.................. lJ FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS F N....._....... ps. u ... ...._.............. ' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........TOWN...................OF......BARNSTABLE .................................................................................... ApplirFation for Disposal Works C>znnitrurtiun ramit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: -•,39...Tower-.Hill Road-.-__0sterville .Ass. Maps_•,Page__-111,-_Lot 1.8..0 ,y- •••• .. , .......... Location-Address or Lot No. John B. Lebe1 & Sons ....................--_........................--................................................ ......---•-----.._..._...---•------•--•-•••-•--.-_--•• .......................................... Owner Address W l Pau T. Lebel W ..................................... ......-.. ............ Installer Address Q Type of Building Size Lot...........................Sq. feet Dwelling—No. of Bedrooms___..-68 .................................Expansion Attic ( ) Garbage Grinder ( ) a'4 Other—T e of Building No. of ersons____________________________ Showers YP g ---------------------------- P ( _-.)..— Cafeteria ( ) QOther fixtures •---------•------------••------•-•-•------------•-------•••-----•------------•----•--•--•--------------------- ---•-- allons per person per day. Total hail flow..__._._..7_- 80...................... W Design Flow._:�---•--•��-----------------•---•----g P P P Y• Y --• - gallons. " t t► W Septic Tank—Liquid capacity12M___gallons Length___._17..-__ Width___1 ...... Diameter________________ llepth__ __10 x Disposal Trench—No........--.......... Width..... .......... Total Length......._-.......... Total leaching area------- ...........sq. ft. 'Seepage Pit. No...... ............. Diameter...... .4......... Depth below inlet___-_10 _••. Total leachin rea-_� ft: Z Other Distribution box ( � 'Dosing tank N) ��` �L �' �z /j Percolation Test Results Performed b .__.: _ � — a . Y � a �6;klq ............. Date-- .7..:. :-.-...._.. a Test Pit No. 1.._.?_._.____.minutes per inch Depth o Test Pit.......16-....... Depth to ground water26 1....t......... Test Pit No. 2.....2........minutes per inch Depth of Test Pit.......16....... Depth to ground water_26!....*......... -------------------------------•--••---...._.._...----•---.-.......-------.....-•-•---...-----....-----....._-......:.............-..-•--••-•••••--•-••-•--- O Description of Soil.._.__Pourous__sand...and...gravel --••_._....-•--------•...................•--•----•-......-------•- W UNature of Repairs or Alterations—Answer when applicable..........................................................................._................__. ------ ---------------------------------------•--•-•------------------•-----..._._._...._..............•_. Agreement: y The undersigned agrees to install the aforedescribed Individual Sewage Disposal System-in accordance with the provisions of TIHE 5 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 o health. FCC S d-- -----�1 - ------------------------------••••-------••--••--...•-•-C ll?/%Da.�t.e APPlicatiori Approved BY / ..- ;• ....-_.._... -••-- •---- Date Application Disapproved for the following reasons: ----------------------------------•-- ... .......................................................................................................................................................................................................... Date PermitNo......................................................... Issued-....................................................... Date No�_./_..... .. rp .;, r FEs +..�. .............. THE COMMONWEALTH OF MASSACHUSETTS 1' BOARD OF HEALTH.. . TOWN BARNSTABLE Applira#ion for Uiipngal Works Tonstrnrtion rrmit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: 39 TowerHill Road. Ostery lle As Maps --- - _ .-...... --. _... ------ , ...R499L 117, ,ot 180 .__...-•- ... Location.Address or Lot No. ...John B. Lebel 8o Sons"' :-------....................... -................_....--••--•------------:.:---- -'--..... W Paul T Lebel Owner , Address ,-a .....................................•---........ =:,-.- .._....... ..................................... ......................................................... .... Installer ••- °'" Address , d Type of Building_ Size Lot____________________ _____Sq. feet a Dwelling—No. of Bedrooms.....68____ _..........................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ..---•------------------•------------------••-----•----------•--------------•----------------•---------•-•--...---------...-------••--------•••-•---- wDesign Flow ...33................_...........gallons per person per day. Total daily flow..........7.4.0......................gallons. W . o n Septic Tank—Liquid capacity12M___gallons Length_____l7.____ Width._.1O_______ Diameter________________ Depth_�___10__-. x Disposal Trench—No. .......-........... Width......-........... Total Length.......-_.......... Total leaching area........ ...........sq. ft. " Seepage Pit No.....6............. Diameter...._14......... Depth below inlet._ .10 _ ._. Total leaching area__ cl=ft. Z Other Distribution box ( Y) Dosing tank-- N) t,, / +�� —�..,Z i "? ;i1A `" Percolation Test Results Performed by. ... �Y ' a - •" -•-------._. Date-- •`--�- ...7jf...-•----• d 4 Test Pit No. i________________minutes per inch Depth o Test Pit_.__._Z__:........ Depth to ground water 26__:___.......... Lz, ,: Test Pit No. 2..... .........minutes per inch Depth of Test Pit......16_._____. Depth to ground water.26!__.— �+ -----------------------------•--•-----.......---:._.....----....:.......-•---•---.....------•_ ................ ...==..._:. Pourous sand and..grayel Description of Soil . • . .................................................1............................... ..........................--------------------------------.------..._...__._._..._....---•••--•------•-----•------ w V Nature of Repairs or Alterations—Answer when applicabl ....................................... _e_ __.____:_:__.___.___..____..__„_..__.._._.::________._._. -•------------------------------••--••---------------------•------.....-•------------•--...-----....-r.�r.................................................................................................. Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i ITLZ 5 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. S ed__ ............................•-•-----•---------------•-•----._.....•-------------- .......................... .. /4 Date Application Approved By.. gyp%' = �. '� '"' &* Date Application Disapproved for the following reasons:.......... .--------------•--•-------••---•---•__--_--------••----------------------_--------------_-_______-- .............................•--------------------...--------......------------••----------•--------...---•----. -....-------------------------------------------------------------------------- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD PF HEAL H mow.... ..........O F.. . r .9rdifirate of Tomplianrr THI I,Y O` ERT Y, T at th Individual Sewage Disposal System constructed (� or Repaired ( ) by......... ,_. ... j .................. -- -------•------•-----••.... ........ _---------------- •---------------- ------------ ,cIn W. has been mstall�d in accordance with the provisions`of T F 5 of The State Sanitary Code as described in the application for-Disposal Works Construction Permit No.(?�' r: 11� ____._..__._:__.__ dated_---�_�r �1.:_ �______________ �I THE. ISSUANCE OF ISCERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEIVI ,1NILL FUNCTION'SATISFACTORY. DATE.. �1.`....:�a.^..._.�........ Inspector = YN THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH sf r O F.::.:... e � .... � ........... .. ............................................... FEE 2,��. Disposal,-:.forks,Tonstra imrU..` rrmi# Permissionis her.eby granted........................................................................................................ r to Constr t" .Jk) or Re pa'air•. , ) an Individual Sewage Disposal s al t Street as shown on the application for Disposal Works Construction BeElpitIN __________ _______ Dated....1A-:!f f:'._ AF .:.----- - f rV DATE. Board of ea th •----•----...•-•----•------------•------- FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS a v , 1 B New I/A System Permit Summary Sheep Site Information S•1CHIU5 Town: Town Permit# 2_0I I --O(o0 Assessor Map/Parcel: 1 ( 3"' —�-42 A Unique Town ID # Site Address: Owner Name: �� i 1 c�_c S c +r-� �c3Y1c� i�-f' SOC Zl�l L° Alternate Name: Home Phone: Mailing Address: Work Phone: s4e--+-t_) 1 -e , Title 5 Information Building Type/Use:_; rtnui; Design Flow: 0 (gpd) Seasonal Use? Yes ❑ No,�Rf Unknown ❑ Bedrooms: I �PtS <Title V N.S.A.? Yes ❑ NoX_ Unknown ❑ Lot Size: ( . 6, 3 .Non-standard components: �js 1-t Z, ar,t y hav e—. Please list all components e.g. 1/A treatment unit,pump chamber,pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit �. - I - 000--s-,& Make and Model# EA `'j 3 . b DEP Permit Type: .General Board Approval Date: 1 ( l 1 COC Date: El Provisional O & M Contract Entity:_ ❑ Remedial Contract Start Date: (o la- I I Contract Duration:' ❑ Pilot Unit Installation Date: 2-01 t Unit Startup Date: I ( DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH W_ BOD5 'CBOD ❑ T S S TNZ Nitrate Nitrite Organic N ❑ Ammonia ❑ TKN` Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: t-���c.� f', . Other Applicable Limits: cn_4p_� a Cco-n r�GI ci L2 4z: 2�< ✓- Influent � - pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ ,' Total P 0-1 . Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: . BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com z�.�I .III✓ Co� 8A i r Fax Send Report ' OCT-29-201412:16 WE Fax Number : 15087906304 Name BARNST HEALTH Name/Number 915083622603 Page 1 Start Time OCT-29-2014 12:16 WED Elapsed Time 00'18" Mode STD ECM Results [0.K] a°en"k New VAS stem Perrnit SUrrtma Sheet Site Information �1 Town Permit#-. Town: =I ---- Assussor Map/Parcel:J 1 3- 02 2 L� Unique Town ID#--. —— SiteAddress:a?—a ------`----- Owner Name:—VLtLoL��L-`J •� Alternate Name:-- - — Home Phone: —. —. Mailing Address:, O — Work Phone:. Title 5 Information �i-h ;,��� ( Design Flow:, Building Type/Use:_- M --��—— ❑ ,�C Unknown bedrooms:._ C�--- Seasonal Use? Yes No ❑ Title V N.S.A.? Yes❑ No,-Unknown❑ Lot Size:____ —(-3- 8h'> U".'-&-.14 a-1 y 1 t Z- c n l y Non-standard components: r`°''` u/-N Plcase list all compnnents e.g.1/A treatment unit,pump chamber,pre-and post equalization tanks,pressure distribution SAS,effluent filter,UV unit,ete.,and maintenance schedule for each component e.g.quaitorly,2x/yr,annual,cli. l/A Treatment Unit Make and Model#—FA DEP Permit Type: �eneral //', ❑Provisional Board Approval Date:� 1 COG Date: ❑Remedial O&M Contract Entity: Contract Start Daze: 6 14!t Contract Duration:_?-wS_ ❑Pilot Unit Installation Date:. , 201+ Unit Startup Date: I DEP Permit ID#: - InfluentlEffluent Monitoring Requirements and Water Quality Limits Please indicato water quality panemeters That must be monitored and any town mandated water quality limits;if no limits are shown,we will assume panemeters and effluent limits specified in the systarn's DF.P approval will apply. Effluent pl BOD;'��._ reoD❑_ � TSS"� TNT Nitrate�_— Nitrite organic N❑ Ammonia El—_ _ TKN _ Fecal Coliform 0 Total P El Organic P El _ TDS❑ _ Oil/Grease - Conductance❑ _ Alkalinity❑_ _ Water Usage L7 Temp.❑_- T1`1-S_2sm Monitoring Schedule Other Applicable Limits: (r 4W, - T L,cca\ r eCtaiLe fn 2 c.�✓ Influent pH❑_ BaD5I"1— CBOD❑ TSS❑—.— TTN Nftrate El ❑ Organic N❑ Ammonia LI Fecal Coliform❑ _ Total P 17._ Organic P El ,TDS❑ Oil/Grease❑—� Conductance❑ Alkalinity❑ Water Usage❑_ Temp. - Monitoring Schedule: _.__ Other Applicable Limits:- — —' BCDHE Tmcking It -., Please return this sheet to: FAX:506-362-2603 Email:Liciatech@capc.com `, IL - 50 Town of Barnstable P# 1 .3 0 23 �p Department of Regulatory Services ,MNFrABLF. : Public Health Division Date 1� a i6gy. pro$ 200 Main Street,Hyannis MA 02601 Date Scheduled Time—r Fee Pd. Uv Soil Suitability Assessment for Sew ge isposal o r Performed By: htC�IAI.� eCMG'I 1__( ,E=1 GS c Witnessed By: LOCATION•& GENERAL INFOR98TION _ Location Address Gj / /� //oll �o / - Owners Name �tiv-5e ;,care So�7tln Cc�om' t✓wt Address 39 "TOrver l{i 0 Adj. osk-jt1�A,K!1 Assessor's Map/Parcel: I-7_ 0? �N` Engineer's Name C A e bar A { _:�G T4 O. NEW CONSTRUCTION. REPAIR V Telephone# 56 8-2 7 b-6 3 7 7 Land Use My 1}i Fam it r d0,445 (Cenda 5�. Slopes(%) r L Surface Stones Distances from: Open Water Body ft Possible Wet Area )VA ft Drinking Water Well r Drainage Way M A ft Property Line 71 U ft Other ft L SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) See- a�acire.d &VI t- t GvtiwayLl 7 1 lab �gS Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: 1 b- SS - Weeping from Pit Face 7 f GO'10t S Estimated Seasonal High Groundwater DETIRIVIINATION FOR SEASON AL:TYOT VS'A EI .TARL =. Method Used: Detect OV Jc 4w, Depth Observed standing in obs.hole:- "10 _ in. Depth to sail mottles: _ �_ �t'° _ in. f. Depth to weeping from side of obs.hole: ? 60 in, Groundwater Adjustment ft. Index Well# — Reading Date: Index Well lever Adj.faCtor __ Adj.Groundwater Level MRCOLATION;TEST Observation Hole# Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak _ CQ��ducEed Steve cd►alyslS Of "C 2u Sai(. 7 u•$u�" Sand .: Pa`e Cs55thned G Zone Rate Min./Inch ( SCE a tioc:Wal l,,A fo Ae.M i k s Site Suitability Assessment: Site Passed@5 Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back-------- ***If percolation percolation test is to be conducted within 100' of wetland,you must first notify the ` Barnstable Conservation Division at least one(1)week prior to beginning. Q:\,SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG a Depth from FIOIe# P Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. — Consistency,%Gr vel Fill Io&-r2O c-1 �s 2,5 Y`4 �20" !bo C-2 N-FS DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Surface(in.) Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel b r 7Z 72-/08 13 1-5 /�l,51, _ A /08-126 C-j . 1,5 1, `�� 12o-�(C6 C-Z N-FS 2a5Y`/e DEEP`OBSERVATION HALE L.OG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 'I DEEP`OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No— Yes, Within 500 year boundary No 1-1/ Yes Within 100 year flood boundary No Yes _Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? !tS If not,what is the depth of naturally occurring pervious material? Certification I certify that on fd�2 7'p f. (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and e e ience described in 310 CMR 15.017. Signature Date "Z 3-!v Q:ISEPTIC\PERCFORM.DOC I OFT . Barnstable, Town of Barnstable e" MASS, g_ Board of Health . 1 'Dreo►++A'�� 200 Main Street, Hyannis MA 0260.1 2007 Office: 508-862-4644 ry Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. ` Junichi Sawayanagi January 4, 2011 Mr. Michael Pimentel JC Engineering, Inc. 2854 Cranberry Highway East Wareham, MA 02538 RE: 39 Tower Hill Road, Osterville - Onsite Sewage Disposal System with Innovative-Alternative Treatment Technology .. A= 117-72-A Dear Mr. Pimental, You are granted variances on behalf of your client, Village Square _South Condominium, to -'construct and utilize- an innovative/alternative (I/A) nitrogen reduction system at-39 Tower Hill Road, Osterville, Massachusetts. The following variances were granted: 310 CMR 15.211: The northern soil absorption system,will be located 1.7.5.feet away from a foundation wall, in.lieu of the.twenty (20) feet minimum setback required. 310 CMR 15.211: The southern soil.absorption.system will be located-11.5 feet away.from. the foundation wall, in lieu of the twenty(20) feet minimum setback required. 310 CMR 15.221 M: There will-be 5.24 feet of soil cover above the northern soil absorption system; .in lieu of the-,three .feet .maximum allowed These variances were granted with the following conditions: (1) The engineering plan shall be revised to correct note #4 regarding the number of bedrooms designed for (1-6, not 8), Q: A Mon'oring Approval.doc 0 0 (2) The applicant testified that there are properly,functioning existing onsite sewage disposal systems onsite that will not be replaced at this time. As- these systems go. into failure .in the futures innovative/alternative technology shall continue to be considered for replacement of these systems. (3) . ,The system shall be installed in. strict accordance with the revised engineered,plans. (4) The designing engineer shall supervise the construction. of the onsite sewage disposal system and shall.certify in writing to the Board of Health that. the system was installed in substantial compliance with .the revised plans. (5) The wastewater_effluent shall be tested quarterly for the first two years of operation for pH, BOD, TSS, Total Nitrogen, Nitrate, Nitrogen,-and TKN. (6) After two years (after 8 tests are conducted), the applicant may request a reduction in testing to the.Board of Health. (7) The applicant shall submit a'copy. of the signed two-year,Operation and Maintenance Agreement (O&M) between the 'contractor and the homeowner Ito. the Board of Health. :-The engineer or O& M contractor shall conduct inspections to the I/A system a minim p y um of twice yearly. This .permission is granted because the proposed upgrade plan appears to meet the maximum feasible compliance standards contained in the.State Environmental Code. Sincer ly yours, Wayne Ml ler, M.D: Chairman .. Cc: Howard Cloran, PO Box 596 Mashpee, Ma . Q:\SAMPLES of,BOH Eetters\IA Monitoring Approval.doc y - . P�oFZHe To�� Barnstable Town of Barnstable ` Y AFAmaicaCity BARNSTAEiLE. _ Board of Health Q � - 1639. �0 AlfD MA1 A' 200 Main Street, Hyannis MA 02601 2007 r .. Office: 508-862-4644 Wayne Miller,M:D. FAX: 508-790-6304 Paul Canniff,D.M D. ' 3 Junichi Sawayanagi January 4, 2011 Mr. Michael Pimentel ` JC Engineering, Inc. 2854 Cranberry Highway., East Wareham, MA 02538 - RE: 39 Tower Hill Road, Ostervllle .Onsite Sewage Disposal System with r w Innovative-Alternative Treatment Technology A= 117-72-A " Dear Mr. Pim'ental; You are granted variances on `behalf of -your clients, Village Square South Condominium, to construct and ,utilize an innovative/alternative (I/A) nitrogen reduction system at 39 Tower Hill Road, Osterville, Massachusetts. The following variances were granted: 310 CMR 15.211: The northern soil absorption system will be located'17.5 feet away from a foundation wall;,in lieu ,of the twenty (20) feet minimum setback`required. 310 CMR 15.211: The southern-;:soil "absorption system will be located 11.5 feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.221 (7): There will be 5.24 feet of'so l cover above the northern soil absorption system, in . lieu ,of. the three feet maximum allowed: These variances were granted with the following conditions (1) The engineering plan' shall be revised to correct note #4 regarding the number of bedrooms designed for (16, not 8). Q:\WPFILES\IA`Monitoring Approval 39 TowerHillRd Ost Dec20l0.doc (2) The applicant testified that there are properly functioning existing onsite sewage disposal systems onsite that will not be replaced at this time. As these systems go into failure in °the future, innovative/alternative technology shall continue to be considered, for replacement -of these systems. (3) The system shall be installed in' -strict accordance with the revised engineered plans. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in.substantial compliance with the revised plans. (5) The wastewater effluent shall be tested quarterly for the first two years of operation for pH, BOD, TSS, Total Nitrogen, Nitrate,_Nitrogen, and TKN. (6) After two years (after 8 tests are conducted)., the applicant may request a reduction in testing to the-Board of Health. (7) The applicant shall"submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor 'and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a'minimum of twice yearly. This permission is granted because the proposed upgrade plan appears to meet the maximum feasible compliance standards contained in the State Environmental Code. Sincerely yours, Wayne Miller; M.D.. : Chairman Cc: Howard Cloran, PO Box 596, Mashpee, MA'02649 Q:\WPFILES\IA Monitoring Approval 39 TowerHillRd Ost Dec20I0.doc "t I14 Submlf by;Eriiil�Y BIKE DATE: I 20/Q .� FEE• • BARNarABM . 9 39. Town of Barnstable REC. BY SCHED. DATE:`/�%6 Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.CannifT D.M.D. LOCATION VARIANCE REQUEST FORM Property Address: 39 Tower Hill Road Osterville MA Assessor's Map and Parcel Number: _Map 117,Parcel 72-A Size of Lot: 9,584 s.f. Wetlands Within 300 Ft. Yes _ Business Name: N/A No_X_ Subdivision Name: N/A rya APPLICANT'S NAME: _JC Engineering Inc Phone 508-273-0377 ' O Did the owner of the property authorize you to represent him or her?Yes X No CD PROPERTY OWNER'S NAME CONTACT PERSONJ� lnc. �^Name: Village Square South Condominium Name: Michael Pimentel E.I.T. JC En in cn Address: 39 Tower Hill Road Osterville MA Address:.2854 Cranber Hi hwa East Wareham MA •• t� Phone: Phone: 508-273-0377 VARIANCE FROM REGULATION (List Res.) REASON FOR VARIANCE (May attach if more space needed) _See attached Appendix A NATURE OF WORK House Addition 0 House Renovation 0 Repair of Failed Septic System 1/ Checklist(to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals;[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\\Users\\decol1ik\\AppData\\Local\\Microsoft\\Windows\\Temporary Internet Files\\Content.Outlook\\BAJ9P9B7\\Vz JC ENGINEERING, Inc. { ` Civil & Environmental Engineering ' 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377—Fax 508-273-0367 APPENDIX A In accordance with 310 CMR 15.401 - 15.405, the followiny, local upgrade approvals are requested from 310 CMR 15.211 & 15 221(7) respectively' 1).. A 2.5' waiver(20.0' - 17.5) for the setback from proposed northern leaching system to the foundation wall. 2). An 8.5'waiver(20.0' - 11.5') for the setback from proposed southern leaching system to the foundation wall. 3.) A 2.24'waiver(3.0 - 5.24') for the maximum cover over the northern leaching system. RECE,Vr^ VILLAGE SQUARE 5OUTH Hoy 6 2L3':PH7Z fi- 39 TOwE{2 H.IU_. R.oA,D r RA.+CA -_=-- 05T E R,-V%Lt—E_� AAA 55. i'r: srDe en. t:.'eeru•r _ 5 is�l:�M ::r;i.5•• o D IT, 1T F•I..00 R. CL.AN._ : .. ... LNINL ROOK RO M •t . .FI.:OO.R...E'A-E.V A.T..ION:.. ...-45.54..._ __- ,.•.r - __ CNAr¢Ll3 N.JAVERY C-.,vr, TNAT rw"o P[AN.{•~! YANG ACCfWAri V 04PICrrNE `^` I'�• 4�'of .. APiZOX::.ELO..o[L:'..ARaA LAM/,ZVCA7/4N f/NtrAWV "ANO 7.7. .. wwrtvrieA/s of nvc/nv r-r AS BAvlr o N .. . .2.Pi.c.a1.8'4_ -`-__._.___..._•-. R�fiar6Ar0 a ca a ;--- --' - i � BARNSrA L6 SC. MOMENB ER, t➢)E -- :~�-- I E Of Or-T.i 3,i 472 TNLN APO(ARLO AVEABOVf•VAr O LWAALES j _ L••-'• .K SAVGRY V3 A MAOL MT.V TNAT THE A?oY6 I NT3 AR TLMB rXfiE BLAVR6 M ..:.'•I STA L / SA _ P o CNMI-ES. G - .• u G _ NOTAr¢ ve � NEWC9N8 � Cs �-{; • - NVCONN/SS/ON LXr/RES_., ,.c,�A - - ii O� c R•r w.r. � t r ��y a e FOYE _'�'"` a Cr-.• •ao�crsTepca•` - ...3 f.ONIINON Ac6A } r 1Pe•<Nb COMM N wiL<w ¢ I] =•r L4 Cie .>k• w 'S DE SnTRw•.c ¢r• 1 y.NfuG RM. Z -— I,VING 0.<OM- - vING¢OOM - -_ _ SIM E"%¢ s vCeM " h L � S; L DINING RN. ��N"T 1q ' BEDROON•1= �OROOM•G __f�M-�-"~' - _ � —"F 1"" - Q •+x I _ . t•1 _ ;I �! SSill '--' POYE2�L—�• 1lEL� ? �••• '�J V � . O Y• ih�•R/i b <nrnru w¢.C4 _ _ _ � _ _ -� i -w I �� ����•r. - � DCDReaM•L �I w. 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I •� u ¢ �I -STA nflwzNTS AA'E TA'Lfs,6BigPE ME. -•���y�� DECK YNtT ID ' �<Y =�� CeennneN A+-G ; p W.IN ENTFhNeE c _ b o I/EWCOMB •,� F, /y RT / AOf RY ✓ty� _ 40a SDI T6P�` _ M SS/aV E I/.fES�/9� FOYERfI •_-'� 5 06cK VNar"IC"' 4Lp WrnMOH A0.C4 �-` , .. � - r•d Irtr rr �N Itr� �. •or' _ b )I W �-�— < DMINL¢N. IV -LIVING 200N .. ( t' � .� w� f•r[•M •I 3 _ *� DINING RM_ - �' PEG ROOM•1 r.J L f { � of •i' '� _ - AKIN'C«f..A«cb Q .�� � O O }"-- 'tl' '+�•u Nww¢NfA i ••••1 •70.�.�. i• 'ilete. it i' -•hod •il. COMIMON"ti lti4 �...i. • ! s.w.a• _ _ I - •=O! X TONE di{ i • _ T• .c�'m>:. ...__.... ..._. T :Y _ • �. +'ro• N {: eevannM•I o�oaoaN+I} } mov nnlA••z' 3 I 0I ., LIMN!_ROOM DINING R14. f --._,ate•_ _.-- --- —�-— _ SECOND FIA02 GLAN ' stet.¢ '/4'-uo• ', u.i' sli ets DV4oNL•1 ' R KILYCSO Village Square South Condominiums 39 Tower Hill Road Osterville, MA 02655 September 15, 2010 Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Declaration of Authorization Dear Members of the Board: Let it be known that we, Village Square South Condominiums, do hereby authorize JC Engineering, Inc. of East Wareham, MA 02538 and Capewide Enterprises, LLC/J.P. Macomber & Son of Cotuit MA 02635 to represent out interests regarding the upgrade of the sewage disposal systems located at 39 Tower Hill Road in Osterville, MA in meetings both public and private. Sincerely, Village Square South Condominiums C) 03 w � w Wastewater Operations and Maintenance Plan DATE: 10-25-10 The project site is owned and maintained by Village Square South Condominium ("Owner") and accepts responsibility for the wastewater system. The Owner will be responsible for the required inspections and maintenance of the wastewater system. Operation and Maintenance shall be in accordance with 310 CMR 15.00 (Title 5) and the Bio-Microbics Renewal of Certification for General Use Permit issued by the Department of Environmental Protection on June 16, 2006. The summary of requirements is not a complete list and is intended to recapitulate the items that are contained within the aforementioned regulations and permit. Attached to this Plan are the following supporting documentation for implementing the Operation and Maintenance Requirements in accordance with the Innovative Alternative Permit: Attachment 1 Renewal Of Certification For General Use issued June 16, 2006 by the Department of Environmental Protection. Attachment 2 A Inspection and Effluent Testing Agreement by Wastewater Treatment Services, Inc. (Actual Agreement will be executed once permit is issued by the Barnstable Board of Health) Attachment 3 FAST Service Manual Attachment 4 Field Inspection and Service Report Wastewater Operations and 39 Tower Hill Road Page 1 Maintenance Agreement t Summary of Requirements • Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory or a Department approved independent university laboratory, unless otherwise approved by the Department in writing. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan, to omit any required data or to fail to submit any report required by such plan. • The System is certified in connection with the discharge of sanitary wastewater only. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. • Throughout its life, the System shall be under an operation and maintenance (O&M) agreement. No O&M agreement shall be for less than one year. • No System shall be used until an O&M agreement is submitted to the local approving authority which: i Provides for the contracting of a person or firm trained by the Company as provided in Section V (5) and competent in providing services consistent with the System's specifications, with the operation and maintenance requirements specified by the Company and the designer and with any specified by the Department; ii Contains procedures for notification to the Department and the local approving authority within five days of knowledge of a System failure, malfunction or alarm event and for corrective measures to be taken immediately; and iii Provides the name of an operator, which must be a Massachusetts certified operator as required by 257 CMR 2.00 of an appropriate grade that will operate and monitor the System. iv For residential Systems installed with a standard sized SAS the inspections and field testing shall be conducted at least once per year and anytime there is an alarm event. • The System owner shall at all times have the System properly operated and maintained in accordance with the Renewal of Certification for General Use, the designer's operation and maintenance requirements and the Company's approved Wastewater Operations and 39 Tower Hill Road Page 2 Maintenance Agreement t procedures. The System owner shall notify the Department and the local approving authority, in writing,within seven days of a change in the operator. • The System owner shall provide a copy of the Renewal of Certification for General Use,prior to the signing of a purchase and sale agreement for the facility served by the System or any portion thereof, to the proposed new owner. • The System owner shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. • By September 30tr of each year, the System owner shall submit to the Department and the local approving authority an O&M checklist and a technology checklist, completed by the System operator for each inspection performed during the previous 12 months. Copies of the checklists are attached as Attachment 4. • The Operation and Maintenance Agreement to be executed must require the Operator to obtain Influent and Effluent samples for the following Parameters: o PH o Biochemical Oxygen Demand (BOD) o Total Suspended Solids (TSS) o Nitrate,Nitrogen o Nitrite,Nitrogen o Total Nitrogen (TN) The following effluent limits for the parameters above must be adhered to: PH (6-9), BOD (30), TSS (30), TN(25) • Upon testing if the limits are exceeded, the Owner must not the Local Board of Health, Original Design Engineer and Manufacturer. • Effluent Testing shall be performed quarterly until eight consecutive samples indicate compliance with the effluent parameters above. Once eight consecutive test results have yielded results below the required threshold, sampling can be reduced to once a year. All testing results shall be submitted to the Owner, Design Engineer and Local Board of Health. • In accordance with 310 CMR 15.00(Title 5) the system shall be inspected by a Department of Environmental Protection Certified System Inspector every three years. A system inspection form must be submitted to the owner and local Board of Health Office. • Pumping of septic tanks shall occur only after coordination with the Operator. Wastewater Operations and 39 Tower Hill Road Page 3 Maintenance Agreement t ATTACHMENT 1 Renewal of Certification for General Use Issued June 16, 2006 by the Department of Environmental Protection Wastewater Operations and 39 Tower Hill Road Page 4 Maintenance Agreement t: z COMMONWEALTH OF MASSACHUSETTS OEM EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY Governor STEPHEN R.PRITCHARD Secretary KERRY HEALEY Lieutenant Governor ROBERT W.GOLLEDGE,Jr. Commissioner RENEWAL OF CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee, KS 66227 Trade name of technology and models:MicroFAST®Treatment System Models MicroFASM 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0; HighStrengthFASTO Treatment System Models HighStrengthFAS7T 1.0, 1.5, 3.0, 4.5 and 9.0 and NitriFAST®Treatment System Models NitriFASTT 0.5, 0.75, 1.0, 1.5, 3.0, 4.5 and 9.0 (hereinafter the "System"). Schematic drawings illustrating each of the models and an Inspection Checklist are attached and are part of this Certification. Transmittal Number: W072368 Date of Issuance: June 16, 2006 Renewal Date: June 16, 2011 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental Protection hereby issues this Certification for General Use to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee, KS 66227-(hereinafter"the Company"), certifying the System described herein for General Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on and subjectto compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. Glenn Haas, Director June 16, 2006Date Division of Watershed Management Department of Environmental Protection This information is available in alternate format.Call Donald M.Games,ADA Coordinator at 617-556-1057.TDD Service-1-900-298-2207. MassDEP on the World Wide Web: http:gwww.mass.gov/dep i� Printed on Recycled Paper Bio-Microbics,Inc.,Renewal of Certification for General Use Page 2 of 7 I. Purpose 1. The purpose of this Certification is to allow the use of the System in Massachusetts on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the installation and use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority or by DEP if DEP approval is required by 310 CMR 15.000. This Certification for General Use does not allow the use of the System on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and 15.215. 4. The System is approved for use at facilities with a maximum design flow less than 10,000 gallons per day(GPD). II. Design Standards 1. The System, MicroFAST® 0.5, 6.75, 0.9, 1.5, 3.0, 4.5 and 9.0, and, HighStrengthFAST® 1.0, 1.5, 3.0, 4.5 and 9.0, and, NitriFAST® 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0 units are installed in a tank or tanks having a primary settling zone and an aerobic biological zone. Solids settle in the primary settling zone that is quiescent. In the aerobic zone,the sewage is continually agitated and aerated. Bacteria in the sewage attach to the surface of a submerged plastic media; they reproduce by consuming the organic material in the sewage. 2. The MicroFAST8 0.5, 0.75 and 0.9, HighStrengthFAST® 1.0 and NitriFAST®0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. 3. The MicroFAST®, HighStrengthFAST®and NitriFAST® 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. 4. The MicroFAST®, HighStrengthFAST®and NitriFAST® 3.0, 4.5, and 9.0 units are installed in a separate tank constructed in accordance with 310 CMR 15.226. The units are located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system (SAS). Bio-Microbics,Inc.,Renewal of Certification for General Use Page 3 of 7 e 5. New Construction less than 2000 pd- For residential Systems less than 2,000 GPD, the SAS size required by 310 CMR 15.242,LTAR:Effluent Loading Rates can be reduced by 50 percent provided that the facility is not located in an area described in Section I, item 3 and complies with the requirements of Section IV item 2. a. Systems with a 50 percent reduced SAS shall include an effluent pressure distribution system designed in accordance with Department guidance. 6. New Construction 2,000 Rpd to less than 10,000 gpd and all non-residential facilities: No reduction in SAS field size is allowed under this approval. 7. Access shall be provided to all tanks in the primary settling and aerobic biological zones in accordance with 310 CMR 15.228 (2). The tanks shall have at least three manholes with readily removable impermeable covers of durable material provided at grade. Two manholes, over the inlet and outlet, shall have a minimum opening of 20 inches. All access ports and manhole covers shall be installed and maintained at grade to allow for maintenance of the System 8. The control panel including alarms shall be mounted in a location accessible to the operator of the System. III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use and operation of this System,the System Owner and the Company, except those that specifically have been varied by the terms of this Certification. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory or a Department approved independent university laboratory, unless otherwise approved by the Department in writing. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan, to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law, the Department and the local approving authority may require the owner of the System to cease operation of the System and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer. Accordingly, no System shall be upgraded or expanded, Bio-Microbics Inc .,Renewal of Certification for General Use i Page 4 of 7 if it is feasible to connect the facility to a sanitary sewer, unless as allowed pursuant to 310 CMR 15,004. 6. Design and installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is certified in connection with the discharge of sanitary wastewater only. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. 2. New Construction less than 2000 gpd• For residential Systems with a design now less than 2000 GPD,the System owner initially shall size the SAS in accordance with 310 CMR 15.242 to demonstrate that a conventional Title 5 SAS, including a reserve area, can be installed on the site. The System owner can then reduce the size of the SAS as calculated in 310 CMR 15.242 by 50 percent.No additional reduction in sizing based on innovative technology shall be taken.The total area required in the initial sizing, which must include the area designated for the System and the primary and reserve area, shall be preserved and the System owner shall ensure that no permanent structures, excluding the System and 50 percent reduced SAS, or other structures are constructed on that area and that the area is not disturbed in any manner that will render it unusable for future installation of a conventional Title 5 SAS. 3. Operation and Maintenance agreement: a. Throughout its life,the System shall be under an operation and maintenance(O&M)agreement.No O&M agreement shall be for less than one year. b. No System shall be used until an O&M agreement is submitted to the local approving authority which: i Provides for the contracting of a person or firm trained by the Company as provided in Section V (5) and competent in providing services consistent with the System's specifications, with the operation and maintenance requirements specified by the Company and the designer and with any specified by the Department;' ii Contains procedures for notification to the Department and the local approving authority within five days of knowledge of a System failure, malfunction or alarm event and for corrective measures to be taken immediately; and Y � Bio-Microbics,Inc.,Renewal of Certification for General Use Page 5 of 7 iii Provides the name of an operator, which must be a Massachusetts certified operator as required by 257 CMR 2.00 of an appropriate grade that will operate and monitor the System. iv For residential Systems.installed with a 50 percent reduced SAS the operator must nspect field test and maintain the System at on least every six mths in accordance with the Departments policy and an ime t ere is an alarm event. For residential Systems installed with a standard sized SAS the inspections and field testing shall be conducted at least once per year. v For all other Systems the operator must inspect, field test and maintain the System at least every three months and anytime there is an alarm event. 4. The System owner shall at all times have the System properly operated and maintained in accordance with this Certification,the designer's operation and maintenance requirements and the Company's approved procedures. The System owner shall notify the Department and the local approving authority, in writing, within seven days of a change in the operator. 5. The System owner shall provide a copy of this Certification, prior to the signing of a purchase and sale agreement for the facility served by the System or any portion thereof,to the proposed new owner. 6. The System owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 7. By September 301h of each year, the System owner shall submit to the Department and the local approving authority an O&M checklist and a technology checklist, completed by the System operator for each inspection performed during the previous 12 months. Copies of the checklists are attached to this Certification. V. Conditions Applicable to the Company 1. By January 31 st of each year,the Company shall submit to the Department, a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state: the number of units of the System sold for use in Massachusetts during the previous year; the address of each installed System,the owner's name and address, the type of use (e.g.residential, commercial, school, institutional) and the design flow; and for all systems installed since the first issuance of Certification for General Use, all known failures, malfunctions, and corrective actions taken and the address of each such event. 2. The Company shall notify the Director of the Watershed Permitting Program at least 30 days in advance of y the transfer of owner proposed ship of the technology for which this Certification is issued. Said notification shall include the name and address of Bio-Microbics,Inc.,Renewal of Certification for General Use Page 6 of 7 the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. Company shall maintain and update as necessary the following: minimum installation requirements; an operating manual, including information on substances that should not be discharged to the System;a maintenance checklist; and a recommended schedule for maintenance of the System consistent with the Department's requirements essential to consistent successful performance of the installed Systems. 4. The Company shall make available, in printed and electronic format,the referenced procedures and protocol in item 3 above,to owners, operators, designers and installers of the System. 5. The Company shall maintain a program of designer and operator training and continuing education,as approved by the Department. The Company shall maintain and annually update, and make available the list of trained operators by January 31". 6. The Company shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. 7. The Company shall include copies of this Certification and the procedures described in Section V (3)with each System that is sold. In any contract executed by the Company for distribution or resale of the System, the Company shall require the distributor or reseller to provide each purchaser of the System with copies of this Certification and the procedures described in Sections V (3). 8. The Company or its designee shall conduct an intended use review of the System prior to the sale of any nonresidential unit or any System over 3000 gpd to ensure that the proposed use of the System is consistent with the unit's capabilities. 9. The Company shall comply with 310 CMR 15.000 and all the Department policies and guidance that apply and as they may be amended from time to time. 10. If the Company wishes to continue this Certification after its expiration date,the Company shall apply for and obtain a renewal of this Certification. The Company shall submit a renewal application at least 1.80 days before the expiration date of this Certification, unless written permission for a later date has been granted 'in writing by the Department. VI. Reporting 1. All notices and documents required to be submitted to the Department by this Certification shall be submitted to: Bio-Microbics,Inc.,Renewal of Certification for General Use Page 7 of 7 Director Watershed Permitting Program Department of Environmental Protection One Winter Street- 6th floor Boston, Massachusetts 02108 V. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, noncompliance with the terms of this Certification, non- payment of any annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare, or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification and/or the System against the owner,or operator of the System, and/or the Company. VI. Expiration Date I. Notwithstanding the expiration date of this Certification, any System sold and installed prior to the expiration date of this Certification, and approved, installed and maintained in compliance with this Certification (as it may be modified) and 310 CMR 15.000, may remain in use unless the Department, the local approval authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. ATTACHMENT 2 Inspection and Effluent Testing Agreement ! x�ssmxkaaw,+��, . �ncm��. sn�sazr�ssm:^ ��%..•. �::�rarrz: aa�:ttnvmnuxxeaem�r'ra�nsvu�r�vu�� � 39 Tower Hill Road Page 5 Wastewater Operations andMaintenance Agreement ! % % -- . ru.' 44 Commercial Street Rayn ham, IV1A..:, - .:. ::'.::. . ` Tel (508) 880-0233 INSPECTION AND TEST.1r1VG AGREkMENT Fax {508)880-7232 Agreement entered i .- by and between Wastewater Treatment Services,Inc (b - called WTS}arid the.FAS`r System OWNER(herein called OUNER)A or the mspcctron by WTS of certain equipment of;OWN.-.ER which is.described.below..:.' Upon acceptance of this agreement- WTS's office,WTS: '11 render the following services only Equipment will be inspected;at least tames pet year"that this Agreement remains m effect,with the first inspections 6egmnmg These ins ection`s,writ,�nca:ude: j. p. 1) Testing of the sludge depth in theseptic tank 2) Tni.spect�on,power testing and cleanlreplzi acermtake filter�f;the air'blower. 3) Inspection o#:the alarm sy1-1 stem 4) Inspect overall condition of FAST®:;System: 5) Notifcation to OWNER of;any problems encountered _... 6) Service other than routine maintenance will,be billed at an:hourly;rate,plus travel and parts WTSshall notify the:local Board .. Health and Department of Environmental Protection in writing withui 24 hours:of a system failure or alarm event including eorrectrie measures that have been taken OWNER will be billed standard WTS charges for any parts used to repa�Ts or rnaintenanee Any:addthonal l Ip abor , t�me:w�ll be billed to the OWNER at our current labor rate-s of$7800 Emergency service between regular inspections will-be provided at`standard labor rates during nnnal business hours;at time:;and one half after 5 Og.PM an'd on Saturda s and at:double tine on<Sundays and holidays;:Frnergency service charges will include a minimum four(4)hours of labor; plus standard:WTS chargesfor arts, plus mileage and travel charges The.annualrate includes routine marntenance,:but does not include repairs p required for damages caused.. abuse,accident,theft,acts of third persons; forces;:oi nature,or alterations -a.the equipment: WTS shall not be responsible for failure to Tender the agreed services if caused by strikes,labor:disputes,non:cooperation by.OWNER,or other factors beyond thecontroliof WTS OWNER understands:and agrees that WTS is not respm1s1ble for speciai, incidental of cot.�sequent�al damages, ::including but.not limited to lvtis of time,injury to person or:property,or equipmerit>failure: OWNER agrees that:WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS t4.o be necessary or appropriate for WTS to perform its;duhes'hereunder q.I. t. Current W ..-;,.actwe.is to send OWNER approximately lU days before cxprrattori of the.term of'the current contract ali invoice for.one year of service. It is OW NER's'responstb1hty to timely return.the payment. .. i . . ., .. .-.. .. x - .;., WTS must recervetlie payment before expirattonof the current contract year to assure continuous contract coverage Failure to re tuna payment may result in suspension of serujce,;::cancellarion of the contract and/or nullification of warranties,at the elecrion of WTS OWNER may not assign this contract without the pnor written consent of I T It wilt remain to iforce until a party cancels by wntten riorice to the other at It address given herein,or until the.contractterm expires,whichever is sooner , MANUFACTURER MODEL NO SERIALLNO LOCATION ANNUAL RATE PERMIT Bio Microbics ' I 1. 11 NT OWNER Wastewater Treatment Serv�¢es nc, *Signed by OWNER. *Address Signed 44 Commercial'Street * Raynprn:MA 02767 City State; ;Zip Tele ($0.8)880-6233 Telephone: Fax (508)880 7232 j Email I Effective Date of Agept ent OWNER understands th6t{1)ANNUAL RATE payment"is for one year:only commencing on the effective date set forth.above and is non refundable,and 2 Current DEP Regulations require OyVNER to maintain a service { } agreement for the life of the:FAST' System I HAVE READ AND UNDERSTAND THE FOREGOING. :.;; Ip *Signed by":OWNER i. ... - Feld Testing Onste testing performed,if..required, per year will be used to demonstrate that the�systems are operaring at a secondary treatment,standard of 30 mg/L of B, . . TSS The following will be performed :< 1) Yisual examination of the,effliien. for color,turbidity°an d effluent solids , 2) Effluenf pH to determine if the'waste water is between 6 and 9 standard units 3) Dissolved Oxygen,2mg/L or more,to ensure that the.system is operating 4) Turbidity,less than or equal 6:40 NT.0 j If the effluent does riot meet effluent quality standards,a grab sample willbe collected for laboratory analysts Results sent;to state:and local Agencies as well as the OWNER OWNER is res"ponsilile for providing acceptable access to effluent for field t— P and/or to enable a grab sample to. e taken for laboratory testing performed:.If such`laboratory sample is required,OWNER will be responsible.for charges incurred: Effluent Testtne Sample,if required,fo be taken times``per year for years}and delivered to a qualified'testing ab for evaluation Results sent to State and local Agencies as well as the OWNER OWNER is responsible for providing acceptable:access:#o effluent to enable a grab sarriple to betaken for lal oratory:tesri...1. ormed PERMIT. PLEASE CHECK ONE N)GENERAL O REMEDIAL ( )PROVISIONAL *SPECIAL COND TIONS,TER O AL BOARD OF HEALTH(Y)or(N)if YES,'please:attach'copy ofpermit i (.BOD,TSS,pH (, .Total Nitrogen;Nitrate;Nitrite'TKN (:.) Other ' *cost for testin g $ Nish:. P. *Approval for Effluent Testing 1:.y Owner's Signature . *Please Note: This docuriient ts. . .. . or sam le . ...f ...p: .i vises on and is;no t p lY . an offlcial Operations Agreement:: 0 ial Agreement.-will be generated upon sites eci c a rov 1 . P -1. .PP a,for rnstallatiori: , . ATTACHMENT 3 FAST Service Manual ' .�tC'✓..?dbHCX4(5#b55$;�".S,x'7T,ytL';^,3RP,S'�PTJ3�k9'LL aCS�"4tlJf&&'t�'."T.�tlAi'VxY"'S(LW''�• ^Y,;may Wastewater Operations and 39 Tower Hill Road Page 6 Maintenance Agreement VN':¢ e p P 0p A T Eq.; Better�U'ater. Better FAST® Serulce Manual FOR USE WITH (NSF Std 40&245)MicroFAST8 0.5, 0.75,0.9, 1.5 (non-NSF certified) MicroFAST®3.0,4.5,9.0 (ETV/EPA tested RetroFASr 0.150,) 0.250,0.375 NitriFASr 0.5,0.75,0.9, 1.5, 3.0,4.5, 9.0 HighStrengthFAST®1.0, 1.5, 3.0,4.5, 9.0 d ii} it 1 49 "i y. Lo. r /� aetaw far FAST Service Manual @ 2009 i } FAST,MicroFAST,RetroFAST,NitriFAST,and Highs ength AST are t registered Decembercs,Inc.Revised d trademarks used license.cense. SERVICE MANUAL FOR USE WITH FAST'SYSTEMS: (NSF®Sld 40/245 cert.) Micro FAST®0.5,0.75,0.9,1.5 (Non-NSF cert.) Micro FAST®3.0,4.5,9.0 (ETV/EPA tested) RetroFAST®0.150,0.250,0.375 NitffAST®0.5,0.75,0.9,1.5,3.0,4.5,9.0 HighStrengthFAST®1.0,1.5,3.0,4.5,9.0 GENERAL INFORMATION All FAST®products are ETL certified for safety(electrical,environmental,etc.). One or more of the following patents protects this process: 3,966,599; 3,966,608; 3,972,965; 5,156,742. Certified by NSF International, the MicroFAST®0.5, 0.75, 0.9 and 1.5 systems meets NSF Standard 40,Class 1 and Standard 245 certifications for single-residence wastewater treatment devices. If you have questions regarding any Bio-Microbics products,please contact us: 800-753-FAST (3278) or (913) 422-0707 e-mail: onsite@biomicrobics.com About FAST®: The FAST®(Fixed Activated Sludge Treatment)system uses naturally occurring bacteria(biomass)to treat sewage for dispersal into the environment. This continuous process provides the biomass with waste (food) and air in a suitable environment. Dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the septic tank for periodic removal. The FAST®process consists of the treatment module and blower.The blower provides air to the system via the air supply pipe. The air supply pipe and draft tube create an air lift. The air lift mixes oxygen and waste throughout the media inside the tank. Bacteria grows on the media and digests the waste.A vent pipe expels harmless vapors created by the process. GENERAL.LAYOUT A.Blower&Housing �r rmxran imp 5 m' ng'-' Al B . , B.Control Panel a r C.Airline Piping -� C D.Vent(s)and Obs.Port E.Access H, F.FASTO Unit F G.Tank -� Prima Zone Seconds Zone H. Outlet to Drain field G *PLEASE NOTE. There maybe associated equipment with your system: pump(s) (before and/or after the FAST® unit), distribution box,disinfection system,irrigation system,remote alarm,auto dialer,etc. 3 SYSTEM COMPONENTS 1 a. 11 SUPPLIED t2id EQUIPMENT 5 ; If replacement 1 • parts Tic needed please have the serial mber ready and call the r wr t / e • • • •• •, --- q 4 n the • • •. • ; • d T s •• a b, u yyPlease refer to r " � Installation •for Feet DAhon Ltd Opt►on • • • • listg supplied •. Picture COMMON NAME shown is the MicroFASTO 1. Blower Housing standard • diagram.9. Air Lift 2. Blower 10. 4"Outlet Gasket IBlower 1/0 Piping,Inlet Filter Assembly,4. Blower and Housing Screws 1 1 .1 2"Air Line Gasket. 6"Observation Port Gasket 5. Inlet Filter Element 13. (Optional)Foot Top 6. Louver 14. (Optional)Foot Bottom 7. Liner 15. (Optional)Foot Screws 8. Recirculation Trough 16. (Optional)Lid(Not with MCF 4.5 or 9.0) REGULAR SERVICE MAINTENANCE AAvays secure all access covers to prevent outside people from entering the tank.Only quefified seMc personnel should open access ports anavor covers hfecibus rl organisms ex st in a septic tank.If any contact wkh wastewater,Immediately wash and disinkct all exposed areas and contact personal severe sickness or death.DO NOTuse flame orspark neara septic tank'"access Points-Gases emanating I m septic tanks cane p d or dea n'fe�iure to do so could result in explode it ignded or deadly if mf Wed. Clear Blower Housing Intake for obstructions. NORMAL OPERATING Vent(s)and Observation Port CONDITIONS e -<'y "��'",m ". `x+ Check forobsbuctions t n ALARM dreckaudiddvhual R ill FAST® sys tem's blower .tf alarm byWmmp oKhreaker on front z_ ' e�. , n r - a4�` ' apanelY7tJmcond(ord,l,,,y ' } £,. ikyy�> makes a constant humming i � M, noise, much like a household r refrigerator. Under normal SOUNd> conditions,the blower should last aLAN1ER Cai9rm blo i• opwatlga 5+ years without need for �r CteanAger ' ,i'� lE'+ replacement. If an unusual noise de�neN rrorda bower iMak•essamlry �us+1 Obser.$efAuant x rx is heard, refer to the Trouble• aRer'fA3T k ahoNd,be dear �c =��k wim•�muay oaarinse•a�,,; ^ i; ShootJng Guide. A musty, earthy-type of odor is normal. However, if a sewage INT6RNALs cn«rr•acsondramb•r _, t ODO,R �, odor(rotten egg smell)is detected, or". sA Rdnove WasoAds �axY; refer to the Trouble-Shooting peiio�ranytanetl praaadtrebsteu, ,at Guide. wdaroosaoowTs rntneyaro sumt+uNo-tiefrw properly loaded and operated ••ataraacvm•nu•n cooH'oe % P eRtwu�cn T s+u�Li ,{ ; FAST® system will produce s�amatltr•manW effluent that looks like to water.If SIGHTS? the effluent is turbid, opaque, or suddenly changes, refer to the J Trouble•S ho otin Gu'tde. DOS & DON TS......What can 1 put down the drain? m. Please refer to the list below for important information on how to help keep your treatment system performing,as it should. Do not put these items down the drain: MCL.ERS BONES/SKIN EGG SHELLS PESTICIDES DS FILM DEVELOPING WASTE PLASTICS FLOOR STRIPPER RAGSHERBICIDES RV WASTE RS HOME BREWERY WASTE SANITARY NAPKINS CIGARETTE BU MELON RINDS SOLVENTS L.COFFEE GROUNDS [-�METATS STICKS CONDOMS MODELING CLAY STRING -, CORNCOBS PAINT .THINNERS DISPOSABLE DIAPERS PAPER TOWELS WET WIPES RECORD KEEPING DISINFECTANTS/CLEANERS Keep a copy of all pertinent literature(including this manual), Use according to the manufacturer(s)'s recommendations. plans and service records about your wastewater system Cleaners that use sodium borate, sodium bicarbonate and along with other home appliance documents, which may sodium carbonate are suitable for use. Products containing include drawings/plans of the site and all installed quaternary ammonia sanitizers (liquid fabric softener, equipment. Record all applicable information at the back of commercial cleaners,etc.)or pine oil cleaners should not be this manual. used.Use drain cleaners as a last resort to unclog pipes. REGULAR MAINTENANCE PERSONAL CARE PRODUCTS Should be performed by a qualified service company; Be aware that some hair care products add harmful oils and regular, professional maintenance is the best method for chemicals to the system. Use anti-bacterial products and ensuring long life for your system. other personal cleaning products according to product instructions. LAUNDRY/WATER USAGE Spread wash loads throughout the week. Instead of liquid MEDICINES fabric softener,dryer sheets should be used. Use low-suds, ALL antibiotic medicines are harmful to the treatment quality. biodegradable and low phosphate detergents.Always follow Unused medications should be returned to your pharmacy, manufacturer's directions. A wastewater treatment system doctor,or thrown away in the trash.DO NOT FLUSH THEM will perform most efficiently when water consumption is DOWN A DRAIN.As the human body only absorbs 520%of spread evenly throughout the week. these substances, please notify your service provider if a person in the house is using medicine. This could reduce LEAKY FIXTURES troubleshooting efforts and possibly your maintenance bill. Large quantities of water are added to your wastewater treatment system when you have leaking fixtures. Timely SEPTIC TANK ADDITIVES/ENZYMES detection and repair can help to maximize the life of your Should not be used; these may do more harm than good. system(especially the drain field). The natural sewage present in the system contains all WATER SOFTENERS CAN HARM THE SYSTEM, required bacteria and enzymes for proper operation. The FAST® process may tolerate frequent, small HARSH CHEMICALSITOXINS discharges. However, these discharges can possibly Should NOT be put into the system.This includes,but is not damage other parts of the septic system. limited to: floor stripper, paint, solvents, thinners, caustic FOOD WASTES cleaners,pesticides,herbicides,film processing waste,etc. From a garbage disposal is acceptable, if allowed by your PAPER PRODUCTS local regulatory authority.Be aware too much food and FOG Use white toilet paper products. Some color dyes in the (Fats, Oils, and Grease)through the garbage disposal may paper cannot be eaten by natural bacteria. Non-bleached overload or prevent the system from operating correctly. paper(brown in color)takes longer to break down and can Both natural FOG (i.e. animal fat, canola, oil, etc.) and therefore increase your bio-solids pump out frequency. synthetic oils can prevent the bacteria from fully breaking down the waste. a MAINTENANCE CHECKLIST TRAFFIC Check to ensure that the FAST®system has not been damaged due to excessive weight loading(>1,750 lb.point load).Reinforce with the owner that only normal yard traffic (lawn mowers, etc.) is acceptable. Traffic bearing (H-20) tanks can be made for using FAST® (w/feet) under roadways. BLOWER OPERATION DO NOT turn off the blower(unless testing alarm).Treatment quality and drain field life will be reduced.Check the blower for proper function.Clean the blower's inlet air filter element.The blower can be operated by a timer in certain situations.Contact your local Bio-Microbics distributor for more information. If the blower is malfunctioning for an unknown reason, please refer to the "Troubleshooting Guide" or Blower Replacement Section located in this manual. ALARM PANEL AND ALARM SOUNDS The alarm has a—10 second built-in delay.Test the audible alarm by turning the blower OFF.To silence the alarm,use the"RESET"button on the panel's front.If the alarm is activated for an unknown reason,please refer to the"Troubleshooting Guide"located in this manual. VENTS.ODORS,AND INTAKES Clear the vent(s)and blower housing intakes of any obstructions.Contact your local Bio-Microbics distributor if you detect septic odors coming from the FAST®vent as this may indicate a problem with the system. WATER QUALITY effluent should be clear and odorless. All FAST®systems are capable of exceeding the USEPA standard for secondary wastewater treatment(40CFR,part 133.102)depending on how they are applied,sized,installed and operated. El BIO-SOLIDS (SLUDGE) LEVELS Scheduling sludge removal depends on the size and design of the septic tank. Check the sludge levels in both tanks/compartments by inserting a sludge-measuring instrument and taking measurements in multiple locations in each compartment of the tank(s). Pump both compartments/tanks if the sludge is: 1. 18"deep in the primary settling tank or is within 6"of the connection point between the settling tank and the secondary/treatment zone;and/or 2. within 3"-4"of the bottom of the FAST®unit in the treatment tank. To determine the proper measurement for#2 above, measure the total liquid depth of the treatment tank(containing the FAST®unit)using a sludge- measuring instrument. Take that value and subtract the height of the FAST®product(in the table below). The result is the total sludge storage height available in the tank. Model Number Module height to the center of a 4"outlet 27" - RTF 0.150,0.250,&0.375 All stricter,applicable regulations 31" - MCF,HSF,or NTF 0.5,0.75,0.9,1.5,and 4.5 supersede these operational directions. 55" - MCF,HSF,or NTF 3.0&9.0 Always pump out both zones,even if only one zone may require it. TANK PUMPING PROCEDURE: ,� Only qualified service personnel should open access ports/covers.If any contact Is made with wastewater,Immediately wash and disinfect all exposed areas and contact personal ;;L ,physician.Failure to do so could result in severe sickness or death. PqTpjAvoid pumping down aBer periods of heavy rain or when the ground water is likely to be above the bottom of the concrete tank.Emptying the tank under these conditions could cause the tank to Boat up and become dislodged. 1. Open the access ports/cover(s)and insert the hose.Be sure to pump out both settling and treatment chambers of the system. 2. Once the unit has been pumped out,immediately refill the tank with clean water to reduce the risk of the tank floating and to minimize the impact on treatment.Close the access ports/cover(s)making sure it is watertight. 3. Properly dispose of the solids removed in compliance with local and state regulations. COLLECTION OF EFFLUENT SAMPLE For guidance,please ask for the"Testing Protocol'document. If an effluent sample is required for regulatory purposes,follow this recommended procedure: 1. Collect it at a free falling point after the discharge from the FAST®system. 2. All samples must be collected,stored,transported and tested according to the most current version of Standard Methods. OTHER SYSTEM COMPONENTS(ifapplicable) Check LIXORO PRE-AERATION DEVICE blower,inlet filter,blower housing,and air delivery system for proper function. Check INFLUENT BIOSTEF*PUMP(S)for proper function.Clean the screening device by using built in swab or other method. ❑ Check SANITEEO EFFLUENT SCREEN(FILTER)or other screening device.Clean by using the built in swab or other method. DISPERSAL SYSTEM(not by Bio-Microbics)Follow manufacturer's recommendation. SEASONAL/ INTERMITTENT USE PROPERTIES The FAST®System will function normally even if there is no wastewater flowing during short periods of vacancy. Typical examples of Seasonal/ Intermittent Use and suggested operational procedures: Summer use property(shut down all.winter)-blower should be turned off at end of summer and restarted upon return. Weekend property(used at least once every three weekends)-maintain normal operation or utilize FAST's SFR®blower timer feature on control panel.Consult your service provider and local regulations prior to any system changes. Note Before Return: If blower was shut down completely for an extended period of time(i.e. Summer use only), we suggest arranging with your local service provider to restart the blower a week or two in advance of returning to the property.Check with local regulations. TROUBLESHOOTING GUIDE Contact factory or local distributor for all other issues: (913)422-0707 ➢Breaker has tripped—turn blower switch ON If the switch will not stay ON,see next steps... • for ` x ➢Breaker trips after 2.3 seconds—blower is over am in e_ P g—electrician needsto.check blower wiring. ➢Breaker trips immediately—electrical system has a short—electrician must investigate n ➢Blower is seized—cooling fan will not spin freely with power OFF—replace blower—call service provider • ➢Vents)or air line Is blocked—remove blockage(typically water),repair to prevent blockage c �s ➢Vents)Is undersized—check specs for the model in use,when in doubt increase vent size ➢Liquid Level Switch(NSF Certified units only)needs adjusting—turn switch's Allen screw clockwise,wait—10 seconds for alarm to "catch u " ➢Liquid Level Switch(NSF units only)wiring—If wired in the same conduit as 90 VAC or higher wires r NECIIEC,the will need to be 9 Ires(a violation of electric code separated. ri Blodtag a In,. I'e'n'etwork:« ➢Check all piping for blockage,including all interior tank piping and effluent piping. 3sA fy I MechnicaM ➢Pump is not running—have qualified person check pumping system for mechanical and/or electrical failures. t�aanaliary z�;t ➢Pump's Level Controls are improperly set,have failed,or pump too much volume per dose. Have service provider checkladjust egmpment; pumping system. ti� a^,sn and plechanical ; ➢Blower operating—NO,check"blower is not running"above,YES see next step •fallureCfur.,; w=hne break ➢Proper splash in reaction chamber—NO—air line is broken,YES see next steps N, ms ➢Decrease settling tank volume—easiest done with a pumping system which can then pump the tank ➢Move vent—re-locate the vent to a location where the prevailing winds will catch odor. d, P 9 gss�rgr ➢Place a carbon filter on the end of the vent pipe—only use a filter that will create less than 0.1 psi of back pressure. ➢Create bio-filter vent-create a remote vent by placing a well perforated vent line in a trench with shredded bark mulch-contact local tstik� a installer lPha6einslailedf ➢Switch any two"hot legs"at the panel or blower AFTER turning OFF the power. Only a QUALIFIED electrician can do this work. �ocu9i or"tease oil After rewiring,it may be necessary todry the blower's internal parts, g,singl&on phase ': ➢Some blowers have wires numbered"5"and"8".After turning OFF the power,switch these two wires.Only a QUALIFIED electrician rg can do this work.After re-wiring,it may be necessary to dry the blower's internal parts. .. �wyr�ep,L.iock�xiae), �sleped;n%cmrecN xr-M u ➢Blower housing can be supplemented with additional sound reducing measures,contact your service provider. HloWer noise rs ap,. arinoijance ite ➢Blower may be re-located from its current location and can be placed up to 100 It away from unit. w�?�Verls ➢Vibration between the blower and housing—tighten or place rubber washers in mounting screws between blower and housing makes a loud ky ➢Blower bearings are going bad-replace blower now or wait for it to seize up - i+vhm4 noise`h z '' ➢Toxic substance in system,check for even growth in reaction chamber �Many�sollds R a�iecced iri ➢Pump out required—refer to"Bio-Solids Levels"under"Maintenance Checklist"section u.effluent`�Y" x ➢Other—call service provider 1Naterenlry4u ➢Move blower above flood level from,ot%tsltle4,f ' ➢Check blower rotation—see"Blower runs backwards"section above ���lower�tst vn tphomng "' ➢Move blower to location higher than the FAST® system �� BLOWER REPLACEMENT All electrical work shall be properly performed by a qualified electrician per all applicable codes. Failure to do so may result in severe bodily injury or death. Hazards exist in confined spaces such as a septic tank.All confined space precautions must be followed if entering a tank.Always keep tank openings covered fellil during storage and installation If installing a new blower and/or blower housing, place the blower housing on the original concrete slab. Pass the air supply line and electrical conduit through the concrete slab from below grade.Run the electrical supply conduit from the control panel to the desired blower location. 1 5 f t, 1. CONNECT SUPPLIED PIECES(refer to picture) a. Longest pipe b. Elbow f j1 )N►� y� c. Air filter assembly H d. Shortest pipe a ' e. Reducer bushing fy ,f b 2. SECURE BLOWER ASSEMBLY to housing base d using four supplied #14 x 1%" self-tapping screws. Drill screws directly into blower base. _. 3. CONNECT AIR LINE from FAST®unit to blower outlet e using required piping. Blower piping to FAST® may y fr not exceed 100 ft[30.5 mj total length and haves 4 3 elbows. Keep all debris out of air line. 2 NOTE: USE TEFLON SEALANT TAPE ON ALL PIPE CONNECTIONS. ALL CONNECTIONS MUST BE AIRIWATER TIGHT AND PERMANENT. 4. LIQUID LEVEL SWITCH-For NSF Standard 40,Class 1 and 245 Certified units(MCF 0.5.0.75,0.9, 1.5)USA/Canada installations ONLY B.Drill a 3/8"hole in the blower outlet pipe. c.1MPORTANT.Connect low voltage wires to switch before mounting in pipe. D.Insert the switch into the%"hole(nipple first),then glue into place with PVC glue. E.Install low voltage pressure switch wiring back to the control panel according to applicable codes(must not be inside high voltage blower wiring). 5.CONNECT INCOMING POWER to the blower at junction box. Follow the FAST® Installation Manual for further instruction. Wiring diagrams located at the end the Manual CONTROL PANEL INSTALLATION a Always have all utility lines and equipment marked by a locating service poor to performing any work. All elecrical work shall be property performed by a qualified electrician per all applicable codes. Failure to do so may result in severe bodiy injury or death. The FAST®systems,including all electrical parts,are ETL(UL equivalent)certified for electrical safety.The control panel meets NEMA4X standards for all weather use(not explosive or submerged environments). Bio-Microbics also manufactures control panels that can control other systems,such as UV and sewage pumps.Every control panel that leaves the factory is TRACK®-enabled for remote monitoring of the system(s)'alarms(see www.biomicrobics.com for more information). 1. Examine wiring directions inside the supplied!FAST®control panel(also found at the end of this Manual), 2. A dedicated breaker is required in the building's master electrical panel. Make connections between the master panel and FAST®control panel. 3. Make connections between the blower and FAST®control panel per the electrical diagram. 4. For NSF Standard 40&245 systems ONLY,connect the Liquid Level Switch(LLS)to the control panel terminals labeled"FLOAT." CERTIFICATIONS l.. only authorized service personnel should service a septic system and its components. Deadly hazards such as lethal gases and high voltage electricity are associated with the system. I rpl a Introducing harmful or damaging substances Into I I �•:• the FAST system may void the warranty. .'F 30 day avg. 25 mg/L CBOD5�m MicroFASr 0.5, 0.75 0.9 and 1.5 systems t 4+ 7 day avg. 40 mg/L ® ® ME TS8 � h� 30 day avg. 30 mg/L are tested and certified to NSF /ANSI 40 $, 7 day avg. 45mgIL (Class 1)and 245 Standards. H 6-9s.u. ""r`"07°`�''""�'`Tirid"d'° Total Nitrogen 50%reduction 7,f ELECTRICAL WIRING DIAGRAMS Only the MicroFAST®0.5,0.75,and 0.9 system diagrams are displayed here. Information for larger FAST®systems ships with those units or can be obtained from Bio-Microbics. AM1.1.10/220 PANEL 2 FRONT LIGHTS II�UI� LEU'EL x 1 11Mr F _ �t: TO BLOWER PnWER tN � 11OVAC "CSI" PANEL W/3 FRONT LIGHTS z � a s BLOWER DIAGRAMS ATTENTION:Please refer to side of shipping box for correct Blower. r W. Fuji ri p " a Model:FUJI VFC;209.90!)P,3t)OP Motlei F JJI VFG 2tl9,100P, t10Pz PoWer 114VAC. P0wee'226V..1a `•:t.i k ta, • to'T2;;T4 L2 tn,T4 L T3 cap together . T 8 T3r cap'ta�et14: Tt,cap off` FPZ/Lafert V r a1,� r• III •, z. Mi det I"P 3tvL06 M64 61 FPZ 3+CLOC Powar. �1o�Ac .'.:' F'ow®r; 220VAC, !:'m Jumper!!2 to V t `= rt0"t8�`ttltlt. !b10Ck'% Jnrnper 1 UZ to U!; -l.2 tG4 1 ;Lt to"terminal tifc�ck" ' -N to•whtte•connactor. ",Iut�;peT�,�t0 � �4 Gast f i r a INbdel PAST R21,031 R4f+116;;RI. h02 AIlodai L3AST R2103,R4l�i $,R1102 Pawar 220VAC 4m. Power 1t4VAC L'I to Pi ,kom N tol 4 PZ,6,3 cap;togethe�: S. ena 2,cap together cap cH LIMITED WARRANTY Bio-Microbics,Inc.warrants every new residential FASTO system against defects in materials and workmanship for a period of two years after installation or three years from date of shipment,subject to the following terms and conditions,(Commercial FAST system for a period of one year after installation or eighteen months from date of shipment,whichever occurs first,subject to the following terms and conditions): During the warranty period,if any part is defective or fails to perform as specified when operating at design conditions,and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics,Inc.,Bio-Microbics, Inc.will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio-Microbics,Inc.'s factory postage paid, if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from installation of parts furnished under this warranty.and regular maintenance items such as filters or bulbs shall be borne by the owner. This warranty does not cover general system misuse,aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons,improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring, plumbing, drainage, septic tank or disposal system. Bio-Microbics, Inc. reserves the right to revise, change or modify the construction and/or design of the FAST system, or any component part or parts thereof,without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics, Inc.is not responsible for consequential or incidental damages of any nature resulting from such things as,but not limited to,defect in design, material,or workmanship,or delays in delivery,replacements or repairs. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,INC.,ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service. ,10 cir.IWO MAlb System Senat Number J. System Designer Name Desfgner Phone Heald Official Name, Health Official Phone:: Manufacturer'Name: laMlcrobics. c. ManufactureeP hone: 1=800 73 FASfi f3278)'' Installed By Installer Phone 1 Wf tenance Provider W e ` .. : IN c<a.►64 a VE-8 F. 8450 Cola Parkway•,Shawrrea KS 68�27 USA Maintenance Provfder Phone` Ph S1, 22-oru� Fax 913 422 0808 www,b mlcrobltsi;oom ATTACHMENT 4 Field Inspection and Service Report �L'�e3"aG_�`XA;a.SCt. EY..uS'SiC�Rt2W/RCk§C� �'r��9YdH%�] 1`.Lin.1�eF�YGWYd'k�ASz�+f9'R<A�&& 7R�IS�.IRA".�A1Yi&i�7dC&Rff43fiTQd'5453v"' a Wastewater Operations and 39 Tower Hill Road Page 7 Maintenance Agreement FIELD INSPECTION & SERVICE REPORT FAST® wastewater treatment systems INSTALLATION AUTHORIZED SERVICE PROVIDER Installation Address Name Owner Name Street Mail Address Mail Address City State Zip --.City State Zip Phone Fax Phone Fax e-mail e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout MAINTENANCE PERFORMED EQUIPMENT YES NO AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent Blower s Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment Unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(options) LIMIT RESULT Estimated Dailv Flow H Standard Units 6-9 S.U. Color Clear Temperature Odor Slightly Musty odor not septic) OWNER SIGNATURE TECHNICIAN SIGNATURE SERVICE DATE METown of Barnstable Board of Health e' 200 Main Street - Hyannis MA 02601 tom" Agreement to Extend Time Limit for Acting Upon a Variance Request In the Metter of a variance request form received,on October.29, 2DJ.Q the Petitioner(s), Michael Pimentei for client,Village Square South Condom-inium Associati rt regarding the property at 3,Q_Tgwef.Hill Road, Osterville _the petitioner(s)and the Board of Health agree that the Board of Health has until—Qcembar 14,_2M (insert date)to act upon the Petitioners'completed application for a variance, In executing this Agreement,the Petitioner(s)hereto'specifically walve any claim her a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. pettttoner(s): Board of Health: Signature:_ - Signature:--- _-- Peti oner(s)or etitio er's Representative Chairnian- Print: jcs�"l ez 01, e- _�� Print: Wayne Miller, (1t,D. Date: �'f �.c t G Nt _.� ..__._ bate: Address of Petitloner(s)or P =vjA&pr@sentatl�9 Town of Barnstable P .. _ Beard of Health 28M cranberry Hislhway Public Health Division East Wareham. MA 02538 200 Main Street Hyannis, MA 02601 R Phone: (508) 862-4644 Fax: (508) 790-6304 0 Drive/130H Agenda/let to EXTEND Nov 2010 mt4 do( TO 'd L9£0 £LZ BOG DNIN33NI9N33f WkJ ££= 0T eTOZ-bZ-AON- - r oF�"EToiyti Town of Barnstable �i OT Board of Health + BARNSTABLE, 3 � 200 Main Street - Hyannis MA 02601 rFD MA'S A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on October 29, 2010 the Petitioner(s), Michael Pimentel for client, Village Square South Condominium Association regarding the property at 39 Tower Hill Road, Osterville the petitioner(s) and the Board of Health agree that the Board of Health has until December 14, 2010 (insert date)to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): , -Board of Health: . Signature: Signature: Chairman Petitioner(s)or Petitioner's Representative Print:.. Wayne Miller, M.D. Print: Date: Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Michael Pimental, JC Engineering Board of Health 2854 Cranberry Highway Public Health Division 200 Main Street East Wareham, MA 02538 Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 Q Drive/BOH Agenda/let to EXTEND Nov 2010 mtg.doc r Town of Barnstable Board of Health MAU 6A1WerABt.e, + 1619. 200 Main Street - Hyannis MA 02601 Agreement to Extend Time Limit , for Acting Upon a Variance Request In the Matter of a variance request form received on October 29,JQ D the Petitioner(s), Michael Pimentei for client,_Ville_ae Square South Condominium Associatiprti.__ regarding the property at 3 Tower Hill Road, Osterville the petitioner(s)and the Board of Health agree that the Board of Health has until_QCcemqftLjA,2M (insert date)to act upon the Petitioners'completed application for a variance, In executing this Agreement,the Petitioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. [Petitloner(s): Board of Health: Signature:_ �" Signature: _ Pet oner(sjor etitio ere Rmprsson itailve CI►alrnlan Print: �C p c",k [z01'. tikes Print: Wayne Miller, KII.0. Date;_ N61Jt9nbR: 21 100 _ Date: Address of Petltioner(s)or p&WQ .a ftyystntatl��� Michael- lsnW.AQ EnoingS Ling _ Town of Barnstable Board of Health 28 Crpnberry Highway Public Health Division East Wareham. MA 0263$ � 200 Main Street Hyannis, MA 02601 Phone:. (508) 862-4644. Fax: (508) 790-6304 . Q Drivel 130H Agenda/let to E;CTENQ Nov 2010 mlp CIO( T0 -d L9£0 FLZ 809 DNI633NION30f WC ££: 0T 0T0Z—VZ—A0N r i C ocker, Sharon From: Crocker, Sharon Sent: Tuesday, November 23, 2010 7:38 PM To: mpimentel@jcengineeringinc.com' Subject: Town of Barnstable Board of Health/39 Tower Hill Rd, Ost 11/23/10 Hello Michael, I am glad I was able to reach you today. Attached is a form to acknowledge that both parties are in agreement that the Board can continue the item until our Board meeting December 14, 2010. Please sign the form and fax back to my attention at 508-790-6304. If you have any problems with the fax machine, our phone number is 508-862-4644. 1 will be out of my office tomorrow but anyone who answers the phone will be able to assist you. Thank you for getting this right back to me. Have a wonderful holiday. Sharon Crocker let to EXTEND Nov 2010 mtg.DOC... 1 r LETTER OF TRANSMITTAL 01 JC Engineering Inc. Civil&Environmental Services 2854 Cranberry Highway Telephone: 508-273-0377 E.Wareham,MA 02538 Facsimile: 508-273-0367 TO: Town of Barnstable DATE: 10/25/10 JOB NO. 1852 Board of Health RE: BOH Variance Package 200 Main Street 39 Tower Hill Road Hyannis,MA 02601' Osterville,MA. r` WE ARE SENDING YOU: X Enclosed Under separate cover via X the following: Report _Prints Brochures Shop Drawings Specifications _Copy of Letter Change Order Forms Please find enclosed the following for your review and approval: 1 ) four copies of an executed variance request form. 2.)four copies of a septic system design plan dated October 25 2010 3 one Operations and Maintenance Plan 4.)four labeled house floor plans 5 )an executed check list and 6)one check for $95 (variance request fee). The executed Soil Suitability Assessement for Sewage Disposal form was previously submitted to the Board of Health office The signed representation authorization letter to be provided separately by contractor. THESE ARE TRANSMITTED as checked below: i CD --i X For Approval _Resubmit Copies for Approxq— N O %O W For Your Use =Approved as Noted Copies for Distributi'n As Requested _Returned Approved as Submi d e W Returned _For Review and Comment For Your Information p r, rn REMARKS Should you have any questions,please feel free to contact our office. COPY TO: File(1), Capewide(1) SIGNED: N1iPae I.T. 3 " SENDER: 13 ■Complete items 1 and/or 2 for additional services. I also wish to receive the a ■Complete items 3,4a,aQ 4b. following services(for an d ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. v ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address a ■ w Wri el'Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery to r ■The Return Receipt will show to whom the article was delivered and the date a delivered. Consult postmaster for fee. d v 3.A le A ressed t 4a.Article Numbercc d j ti Z � gr,19 c E 4b.Service Type ❑ Registered Certified rn N ❑ Express Mail ❑ Insured y ❑ Return Receipt for Merchandise ❑ COD `o o (/ 7.Date of Delivery Z 0, m 5.Received By:(Print Name) S.Addressee's Address(Only if requested W and fee is paid) L CC . I- 6.Signa Iddressee or Age t X N PS Form 3841, December 1994 Domestic Return Receipt jNITED STATES POSTAL SERVICE p0 Mq ,�_�_fFf N�ail,__� ees PaiG10 • Print your name,/.Idfness, and ZIP Code in this box • Health Departmed . t. "town of Bamstable a v Box 534 Hyannis Massachusetts 026W. VILLAGE SQUARE NORTH CONDOMINIUM ASSOCIATION, INC. P.O.BOX 784 OSTERVILLE,MASSACHUSETTS 02655-0112 December 12, 1996 Town of Barnstable Thomas A. McKean Director of Public Health 367 Main Street Hyannis, MA 02601 Dear Mr. McKean: Please find enclosed a copy of the "Subsurface Sewage Disposal System Inspection Form Certificate" dated June 6, 1995 issued to Village Square North Condominium Association, Inc. Mr. John F. Lewis, Property Manager of VSNCAI, requested that I send this copy to you_foryouur--fiies.i Sin rely yo s, f Rob rt S. Delaney RSD/bgb i f; t 4 ICKEY 14a. An SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM CERTIFICATION Name of Inspector : Donald Perkins Company Name : Hickey Construction Company, Inc. Company Address: 38 Rosary Lane, Hyannis, MA O26O1 tel : (508) 771-4123 Property address : 3� •V&wLV-- 0a7 C'ert._ _f_�-.c_a_�_ion.....St_atement_: — I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true, accurate and complete as of the time of inspection. The inspection was performed and any recommendations regarding i..ipgrade, maintenance, and repair are consistent with my training and experience in the proper function and maintenance of on-site-_•. <.:>ewage disposal systems. Check One • I have not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15. 303. Any failure criteria not evaluated are .stated in the FAILURE CRITERIA section of this form. I have determined that the system fails as defined in 310 CMR 15. 303. The basis for this determination is Provided in the FAILURE CRITERIA section of this -form. Inspector' s signature.: Date: �'I�►�c'►'f i Original to .'system owner: Copies to: Buyer (if applicable) approving authority a 38 Rosary Lane • Hyannis, MA 02601 508-771 -4128 9 NORTH 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Address of property 39 Tower Hill Rd Osterville 0%xeErkxxxxjKtx property Manager: Osterville Village Condo Assn North Date of Inspection June 6 , 1995 PART A CHECKLIST Cheek if the following have been done: ✓/ Pumping information was requested of the owner, occupant, and Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. The site was inspected for signs of breakout. All system components, excluding the SAS, have been located on the site. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of SSDS. L ' 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION FLAW CONDITIONS If residential number of bedrooms number of current esidents varies garbage grinder,<-Y�Or no laundry connected to system, es or no seasonal use, a or no SC)-% If nonresidential , calculated flow: Water meter readings, if available: Last date of occupancy GENERAL INFORMATION Pumping records and source of information: pumped yearly System pumped as part of inspection, yes or no if yes, volume pumped Reason for pumping: Tyof system Septic tank/distribution box/soil absorption Single cesspool system Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Other (explain) Approximate age of all Components. Date installed, if known. Source of information:o 20���s W Sewage odors detected when arriving at the site, yes or no i i w^ I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SEPTIC TANK: (locate on site plan) depth below grade: to grade material of co nstruction: concrete metal FRP other(explain) dimensions: sludge depth distance from top of sludge to bottom of outlet tee or baffle scum thickness distance from top of scum to top of outlet tee or baffle distance from bottom of scum to bottom of outlet tee or baffle Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, recommendations for repairs, etc. ) DISTRIBUTION BOX: (locate on site plan) depth of liquid level above outlet invert Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of. box, recommendation for repairs, etc. ) PUMP CHAMBER: (locate on site plan) pumps in working order, yes or no Comments: (note condition of pump chamber, condition of pumps and appurtenances, recommendations for maintenance or repairs,etc. ) i p 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM FORMATION continued SOIL ABSORPTION SYSTEM (SAS) : _ (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type. leaching pits and number six leaching chambers and number leaching galleries and number leaching trenches, number, length leaching fields, number, dimensions overflow cesspool , number Comments: (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) CESSPOOLS (locate on site plan) : number and configuration depth-top of liquid to inlet invert depth of solids layer depth of scum layer dimensions of cesspool materials of construction indication of groundwater inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) PRIVY: (locate on site plan) materials of construction dimensions depth of solids Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs, etc. ) I ' a 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SKETCH OF SEWAGE L=SPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100 ' UZO _..__ 33 '� 0' 1 DEPTH TO GROUNDWATER depth to -groundwater method of determination or approximation: i 4 V 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances. If "not determined" , explain why not) n Backup of sewage into facility? n Discharge or ponding of effluent to the surface of the ground or surface waters? n Static liquid level in the distribution box above outlet invert? nd Liquid depth in cesspool <6" below invert or available volume< flow? 1/2 day n Requited q pumping 4 times or more in the last year? number of times pumped n Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? Is any portion of the SAS cesspool n below the high P of or privy: g groundwater elevation? n within 50 feet of a surface water? n within 100 feet of a surface water supply or tributary to a surface water supply? n within a Zone I of, a public well? n within 50 feet of a bordering vegetated wetland or salt marsh (cesspools and privies only, not the SAS) ? n within., 50 feet of a private water supply well? n less than 100 feet but greater than 50 feet from a private water supply -well with no acceptable water quality analysis? If the well has been analyzed to be acceptable, attach copy of well water analy.si! . for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. I I i r 6 r i � 7 Town of Barnstable Barnstable Board of Health • BARNSTABLE, 9 M"1679 9. 200 Main Street, Hyannis MA 02601 I ' �� I ArED Mp'l A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi September 20, 2010 John L. Churchill, Jr., P.E., P.L.S. JC Engineering, Inc. 2854 Cranberry Highway East Wareham, MA 02538 RE: Variance Request Denial / 39 Tower Hill Road, Osterville A =117 - 072 Dear Mr. Churchill, Jr.: Your request to design an onsite sewage disposal system at 39 Tower Hill Road, Village Square South Condominium, Osterville, without incorporating innovative/alternative nitrogen reduction technology is not granted. The following variances were also requested: 310 CMR 15.211: The proposed northern leaching system is located 17.5 feet away from the existing foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.211: The proposed southern leaching system is located 11.5 feet away from the existing foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.2230): A waiver from providing a second tank in series with a minimum effective liquid capacity of 100% of the design flow of 1,769 gpd. At the public hearing held on September 14, 2010, the Board voted to deny this matter. Q:\WPFILES\39 Tower Hill Condos Sep Var Denied 2010.doc John Churchill, Jr. September 20, 2010 Page Two The 1650 rule was not in effect when the system was originally built and the proposed plan is not requesting an increase in flow. However, this property is in the Well Protection (WP) Zone and the Board determined that an Innovative Alternative System should be used in the Well Protection (WP) Zone due to the small size of this parcel with a design flow exceeding 1700 gallons per day. Since ly yours, Myne/lliller M.D. Chairman Q:\WPFILES\39 Tower Hill Condos Sep Var Denied 2010.doc I. JC ENGINEERING, Inc. N Civil & Environmental Engineering 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377—Fax 508-273-0367 September 1, 2010 Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 ,�,� Re: Variance Requests for a Septic System Upgrade at 39 Tower Hill Road, Osterville, MA Dear Members of the Board: Please find enclosed a design drawing entitled, "Proposed Septic System Upgrade"located at 39 Tower Hill Road in Osterville, MA, dated August 27, 2010 for your review and approval. This project is necessary for the upgrade of an existing septic system. Due to site constraints of the property, we are requesting the following local upgrade approvals: In accordance with 310 CMR 15.401 - 15 405 the followinglocal upgrade approvals are requested from 310 CMR 15.211 & 15 223(1), respectively: 1). A 2.5'waiver(20.0' - 17.5') for the setback from proposed northern leaching system to the foundation wall. 2). An 8.5' waiver(20.0' - 11.5') for the setback from proposed southern leaching system to the foundation wall. 3.) A waiver from providing a second tank in series with a minimum effective liquid capacity of 100%of the design flow of 1,760 gpd. Also,the following local variance is requested from the town of Barnstable's Article XIII Innnovative and Alternative Systems (Section 360-36 through 360-42)• 1.) A waiver from providing an innovative/alternative septic system. Thank you for you assistance on this project. Since y, hn L.Churchill E., P.L.S. President JCE#1852 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 June 24, 2011 Barnstable Board of Health 200 Main Street Hyannis, MA 02v011 Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 0007588 �. Attached please find a copy of the Product Registration Report for the FAST Treatment System for the startup performed on 06/17/2011 at the home of/Village Square tond7� Assoc., Inc. located at 3-9 Tower Hill`Road;-Osterville,MA_I Also, attached is-a•copy-of the fully executed Ope tio`n&M`ai`ntenance Agreement. LIJ N. you have any questions or require additional information please do not hesitate to call. CO Sincerely, o ,Donna T, . allahan Enclosures ._L ' y 1NC0Rr 0RATF0 r 8450 Cole Parkway m Shawnee, KS 66227 m Phone 913-422-0707 m Fax: 912-422-0808 e-mail: onsite .biomicrobics.com w www.biomicrobics.com m 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start Up / Date Shipped to End User 6/8/11 Serial#0007588 NAME Village S uare Condo Assoc.,Inc. ADDRESS 39 Tower Hill Road CITY/STATEIZIP Osterville,MA 02655 PHONEIFAX MICROBICS ®ISi,Ri3f'T®Py .. �.. NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Raynham, MA 02767 PHONE/FAX 508 880 0233 FAX 508 880 7232 r Y INSTALLERt NAME Capewide nterprises ADDRESS 153 Commercial Street CITY/STATE/ZIP Mash pee,MA 02649 PHONE/FAX 508 477 8877 CONSULTINGENG.IN Plicable ... , .. r . NAME J.C.Engineering ADDRESS 1 2854 Cranberry Highway CITY/STATE/ZIP E.Wareham,MA 02538 PHONE/FAX 508-273-0377 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) 0 Visual Alarm Operating ❑ Air vent clear E 0 Audio Alarm Operating L! © ❑ Septic tank level BLOWER(S) Septic tank meets min. size [ 0 Wired for correct voltage Septic tank filled to ❑ operating level Inlet/outlet piped correctly ❑ Air Lift Operation Filter element installed (� ❑ Recirculation tube in place ❑ Blower hood secure [ ❑ fasteners tight ❑ Blower works'correctly WATER-TIGHT JOINTS . Blower located within 100'of ❑ ❑ Treatment unit to septic tank ' Ll treatment unit Air line clear ❑ Entrance tube to insert cover Z ❑ ❑ Air inlet screen clear ❑ Insert to insert cover* [ ❑ Blower hood vents clear [l� ❑ Discharge line connection [� ❑ i Factory Authorized Personnel: _ Title: ��� ✓ ���� '��� Firm: Wastewater Treatment Services, Inc. Date: 1 ■ 23-MAY-11 13:49 FROM-AMPROD +15088807232 T-378 P.01/02 F-397 ■ ■ 44 Commercial Street Raynham, MA Please complete all items marked• 02767 including a rer iignarures. Mall signed original contract to: wgSteV.�arer Trea nr.9CrVjQ0S,f c- Tel: (508) 880.0233 q mmemiul""Cl Fax: (506) 880-7232 Ravnhnm,MA Q2167 INSPECTION AIND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc. (herein called WTS)and the FAST® System OWNER(herein called OWNER) for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office, WTS will render the following services only: Equipment will be inspected at least 4 times per year that this Agreement remains in effect, with.the first inspections beginning _ / These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection, power testing and clean/replace intake filter of the air blower. 3) inspection of the alarm system. 4) Inspect overall condition of FAST' System. 5) Notification to OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$78.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and one-half after 5:00 PM and on Saturdays; and at double time on Sundays and ill include a minimum four(4)hours of labor, plus standard WTS holidays. Emergency service charges w charges. The annual rate includes routine maintenance,but does not charges for parts,plus mileage and travel include repairs required for damages caused by abuse, accident,theft, acts of third persons, forces of nature, or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes, labor disputes,non-cooperation by OWNER, or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages, including but not limited to loss of time, inj ury to person or property, or equipment failure. OWNER agrees that WTS may enter OWNS o's property is duties have acceptable access to all areas deemed by WTS to be necessary or appropriate for W perform 23-MAY-11 13:49 FROM-AENGPROD +15088807232 T-378 P.02/02 F-397 , Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract an invoice for one year of service. It is OWNER's responsibility to timely return the payment. WTS must receive the payment before expiration of the current contract year to assure continuous contract coverage. Failure to return payment may result in suspension of service, cancellation of the contract and/or nullification of warranties,at the election of WTS. OWNER may not assign this contract.without the prior written consent.of WTS. It will retrain in force until a party cancels by written notice to the other at the address given herein. MANUFACTURER MODEL NO• SERIAL NO. LOCATION ANNUAL RATE Bio-Microbics ModularFAST 000 ?,yf? Osterville,MA $800.00 FOUIPMENT OWNER .10 astewater Treatment Services,Inc. *Si ed b OWNER• 1m Y � •. . Village Square South ondo.Assoc., Inc. ! . c/o Walter Bianchi Signed: *Address: 39 Tower Hill Road 44 Commercial Street "Raynham,MA 02767 Tele: (508) 880-0233 *City: State: Zip: Fax: (508) 880-7232 Osterville MA 02655 Telephone 508-428-8973 Effective Date of Agreement E-Mail address: OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-refundable; and(2) Current DEP Regulations require OWNER to maintain a service agreement for the life of the FASTv System. I HAVE READ AND UNDERSTAND THE FOREGOING. *Signed by OWNER: Effluent Testing Effluent sample taken 4 times per year for 2 years and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed. PERMIT: `(PLEASE CIdECK ONE) ( X)GENERAL ( )REMEDIAL ( )PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y) or(I) if YES,please attach copy of permit N pH,BODE,TSS,Nitrate,Nitrite,TKN O Other: *Cost for testing: $265.00/Visit Operator assigned: Michael Moreau Telephone: 508 989-2744 *Approval for Effluent Testing � G C!'iL /`J ✓ Owner's Signature 1 � r J f Queen Bed.- \\h i O 5 ' wood floor with log cabin border (2 bo " i-Ca ~~ i t a i CO M. ' C Y u. 4 5 f }r tf.`:• �t-- _ _ Off: ............. Electrical Plan I _ ..._ _. .. ..-...__ IE _-::, �9..r a�+�:r.,r'Q: , : Flooring—Plan - ,,... 3 4 i :n.• 2 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE ApplirFa#ion for DhipmFal Works Tontrnrtion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at: ............._...ow..............&LZ ........;�O'nt,D-----------------4. ' / ....------......'.........------------------------------------ Loc ion-Address or Lot No. .......... .rJ�...------..&. t!�.---- �.... N .................................................... Owne Address a ----...N:\ ` .....s.......--.2w ------------------------------------- -----`*.Z. ------....,tee-...... .-_..........._.. Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ....................•--•---•-••- . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length____-__-___-_- Width---------------- Diameter................ Depth................ x Disposal Trench—No..................... Width..................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet..................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit..................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of.Test Pit---:................ Depth to ground water........................ 9 ---•-------•--•--------- ---••-----••-•----•••-----•-•----•---••-••----•-------•----•--------------......................................................... 0 Description of Soil------0w.-2•-----•--•----Sv`!Z e:;7 __ QvTe ny�� I x - - ................x •----•-•••-•-----•------•----------•---•----•------•--••.•--------------•-------•-•••------•------•------------------•-------•----------•-•-----•--.... ------a•-4-------------��--------- U N urge of Repair or Alterations—Answer when applicable.__`d4 �?._____.. .___...6. ........................•............_. ----•--•fg-L---•...... t� ..- ...... -.......................................................................................................................... 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 Comp ' has been issued by the board of health. Signed -.......................9�-- .... -............................-------- ------ ------ ElmOv�./ Dat ApplicationApproved By --------- 'v ------ ,4� + x,. ----------------------------------------------------------------------- -------- Date Application Disapproved for the following reasons- --------------------------------------------------------------------------------------------------------- ------------------------- ........................................... ............................................................ .. . . ...... .. .... . ... .................................................... ...................................... Permit No. ......... — ......... $� Issued tt... ...................... ......--....--...-..--. .---...-.-...---..............------- Date �4 AL No.._ FEs. .......... THE COMMONWEALTH OF MASSACHUSETTS i BOARD OF HEALTH TOWN OF, BARNSTABLE App ira#ilan for Uhipapat Works Tongtrnrtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( (,-ran Individual Sewage Disposal System at: ... �..._ ..O4)..k...._--••-M=. . -•_.....e---'-h......-•••••--..21)'-&�............ ............................`-�.............•--------........-•-----•••-•-•-------- Location-Address or Lot No. ......C' y.� ...----.... sl .... Sa V`t.\ ................ Owner Address aC\ C-c( �s �Qj j'Z0-4—vr C �. 1..__.. .-•-•-•-•---••-----..._.. ----------------------------------------- • -----------•-------- nr Installer Address UType of Building Size Lot............................Sq. feet 1—r Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) � Other—Type T e of Building � yp g ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter.-..---.------_ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq.,ft. Seepage Pit No--------------------- Diameter.........---.--..... Depth below inlet.................... Total leaching area...................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ , Test Pit 1\o. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fs, Test Pit No. 2................minutes per inch Depth of Test Pit.---................ Depth to ground water........................ ' P4 ------------------------------•---•----..................................................................................................................... O Description of Soil------��- z.. =Su 2.. � ... S''trv� x ---------------------------------------------------------------------------------------------------- ------------------------------------------ U Nature of Repairs or Alterations—Answer when applicable.--��_3)-------- !?. --------6_ ............ .......... 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 of health. �-- g - �'Signed = Date/ Application Approved By ....------ -- ------" .1 � a ---------7-' �--- .. ..........................................`.----------...-"........ Dare Application Disapproved for the following reasons- ............................................................. ------------ -------------------------------------------------------- -------------------------------------------------- -------------------------- -......................................... -- --- ---------------------------------------------- ------------------ -------- ------ q Dare Permit No. ----- 'I q--...... - ... Issued - ...................... Dare i THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C11er#tftrate of Cnomplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by--......�\c kc 1r �K-5 Q— _.-......... ------------------------------------------------------------------------------------------------------------ -----------.....------------------------------------------------ -------- ... � Insr er �at3 .�ws ...: 1 � - �/ ............. _- . -- - .... ... ......------ --- -- .......------...... - ..... ----. ------..------------------------------------- -------------------- 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. .---------c�-�7---.. !.., .... dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. ; DATE................................H' .. Inspector ---- -. .....................' L' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE FEE......... �i��r.��tt1 nrk���nn��rnr##Uan .rrnti� Permission is hereby granted......A\C KIr---4....owz—' � to Construct ( ) or Repair,'( an Individual Sewage Disposal System 'i t atNo �!"..--•-•-.A ` ' .ye. .................................................................................................................... ......... - --------------•-----------------------------......•-•-•-•. Street p tt�/p as shown on the application for Disposal Works Construction Permit No..9�-1.o- Dated.......................................... GCj .-- ......... .------ DATE....................... _ ....... Board of Health FORM 36308 HOBBS h WARREN.INC..PUBLISHERS No..••••••---•............ I Fim..t.2 THE COMMONWEALTH OF MASSACH.USETTS. BOAR® OF HEALTH TOWN OF BARNSTABLE ApplirFativat for Miputi al Warkii Totmtrur 0 .,�j 9a Application is hereby made for a Permit to Construct ( ) or Repair Up) an Individual Sewage Disposal System at: �1...........��..-------- '�- V: ----------------------------- ---------------------------------------------------- „�� r e, Location tddr.ss or Lot No. U '�......C .dr..s ? .................... ►a....................................................... Owner Address a ....... fir !' .... .t ------. _..... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling No. of Bedrooms.............................. _t g— Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ...---•-----------------------------------------------.•••••-•••••••-•••--•-••-•--••••.....•-••--•--•-•---•.....-••....-•••-•-•-•-......_.._.......---- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ►-' Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water........................ ----------•---- ----------•••••••••••---•••••••-••--•••-•-••-•••••••-•---•-•-••----•-••-•----••-•----------••-•-••••-•--•••-••-•--......--•••••._..__....•. O Description of Soil b.` Sum.................�.. ��. - 0. ........ x ---------•------------- V .......................•-...•••••--••-•-----•••--•-•-•-•-•-••-•--•-•-••••-•----••••-•-•••••-•-•-••-•••---•--••------•-•---•-•-•••---••••--•••-•••••--•••••......--•-••---•-••---•••••. W U Nature of Repairs or Iteration —Answer when applicable__---•�V---------per r�_.......... ........_4�c'rc-r ....... 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 Cer 'ficate of LuippliLance has been issued by the board of health. g St ne .. ------<..�16 . 9 � 0 Dare ApplicationApproved By .. ..... .... .. _----vl. ------ -- @........ -- - ----------..--. - -' -----------�. ..............-. __.. ...--'-- Date Application Disapproved for the following reason - -------------------------- -----------------------------------.....................------------------------------------------- .............................................. .............................................................. . ---- f -- ---------- 1 I]ate .................... Permit No. ....-- --- - Issued .........10. �^/L/ to rL t• t THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Iforks Tonstr ,0,9 itirntu ° -,Ic-S,� Application is hereby made for a Permit to Construct ( ) or Repair i4) an Individual Sewage Disposal System at: ' �s�"�K Vt l�� t .� _... --......... 'A ...--••-••...........ti_.._-........... --•-•-...._••••--. ... ....or Lot No.--••------ L ( Location/I Address - - tl _ 1 t lA4t -••-.C�.. �� N - ............................. ............ -------••-- .....------------ ••---•••- Owner Address ,Wa K(C_ILe4 r0+�S �10. �n,G 38 �cK�l r 4 (AAj5, .......................•••---•-- •------••-•----•----••-•••••--•-----•----••--•--• •---•---•-...-----------•---•••--•----••-•• •-----•--••-••• --••- - -- -- Installer Address / d Type of Building Size Lot----------------------------Sq./feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) 04 Other—T aype of Buildin g ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) POther fixtures -----•---"-----------------------------"--------------•--""-------------------------------------------•-------------------••----•--' W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area ...................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date--------------------•------------------- Test Pit No. I................minutes per inch Depth of Test Pit................... Depth to ground water-___--_-_-_____:_____-_. 44 Test Pit-No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water_.____________-____--__- a' O Description of Soil........2_:Z SU-0 I',?x ----------------------------------•--------------------------------------------------------------------------5,-�.—.'�____----------------------- ...................."---..._..--------"-------------.........------------------.._..--------------------------------------------------------------------------•--• ................................... W -x ---••------•--.....-••-----•-•--------•--------•-------•--•-----------••-•--------•--------•-•------••----••------•------•--------•------- U Nature of Repairs or,,Alterations—Answer when applicable...__��__._.____d ..r C..... __. I-tAE...............................................-•----.�---•--•-----=�r�w ���.1���- s�s�� 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 Cer 'ficate of Gom.plE i ce has been issued by the board of health. f ? Signed-. ----- �--------- --- --------------------- < Date Application Approved BY ......... 8 �, -; ��/�����.. --------------------------------------- -'..............'--'------ ----- ------......_..._......' -- -..__..._.. Date Application Disapproved for the following rearon� --------------------------------------------------------------`------------ ------------A--------_--......................... ................ .-... -- ------- -....... ..�.2-.�....-- ------............--------- - ..................._..............................�V__....._ — to Permit No. �j r Issued f�,� rl I.� f mate - ,_ .._.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Grtifiratr of Cfomylianre THIS IS TO CE O q That the Individual Sewage Disposal System constructed ( ) or Repaired by.........K cc t-G-`t ------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------ ARM3`'� tat�rG�2 \���C 6 `Z at ........................... has been installed in accordance with the provisions of TITLE o The S at nvironmental Code as described in the application for Disposal Works Construction Permit No. ....... ....:-__.� �� /----- dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE - --- Inspector -- ----- •----------------------------------------•---------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No..... �._ FEE........................ Disposal Murks Toni nr#Uan rrm t Permission is hereby granted.......���'`L .__.____r�'�s - --• ___ to Construct ( ) or Repair->7 an Individual Sewa �Disposal System at No. - K'aw�,2 ��� •Ct � ----------- ___ --- - w... _ Street //� / � r as shown on the ap lication for Disposal Works Construction Permit NoD-� �/�� ated r,/:.. !4. //// ./��j/�� .._..---•-J-i---........... / 1--�:----------- --r-------------------------.....=.. ff Board ofIealth DATE--------- : 7---- ----------•-- FORM 36508 HOBBS&WARREN.INC_,PUBLISHERS N89 58 20'E 138-58' r�00 so S89 58 20"W -100.00' In rz O LOC1,6 U o O STREET �O PLAN REFERENCE. ' 9yyo SITE PLAN $AY OF VILLA GE SQ UARE SO UTH PLAN BOOK 263 PAGE 1 DATED OCT. 31, 1972 ` LOCUS MAP �{ PLAN REF: 263-1 ASSESSORS MAP. 117—72 ZONING: 'BA" SETBACKS.• 20'-0'-0' p 13 FLOOD ZONE- PANEL NUMBER250001 0016 D DATED: 07—02-1992 p I rn DEEP- 10444-299 c c c c UNI&4—B �. PLOT PLAN OF LAND UNIT 5B y y y y UNIT 4-D G, AT C n ILLAGE SQUARE CONDOMINIUM OYlTH EAMYNG UNIT 3PAro . 39 TO WEER HILL ROAD r PROPOSED AMMON EXISTING OSTER VILLE,, MA ' o E pSTING EXISTING IZW7 v PATIO a ATIO B. PATIO & " � PREPARED FOR.• S86 52 52 E t - )V83 4 452 UNI —B ®�� MARCH 21, 2006 REV ® N REV DETAIL ® REV NOT TO SCALE EXIS PA TI o UNIT I e YANKEE LAND SURVEYORS GRAPHIC SCALE & CONSULTANTS PROPOSE j P.0.. BOX 265 40 z0 40 S0;o 160 UNIT 1, 40 INDUSTRY ROAD ADDITION —��' 12 0' MARSTONS MILLS, MA 02648 12X17 TM 508-428-0055 FAX 508-420-5553 ( IN FEET ) 1 inch = 40 ft. SHEET 1 OF 1 . JOB #' 54047 LM t� f i i NOTES 8 f ' ASSESSORS DATUM- IS NAVD8___ MAP 117 PARCEL 72-A 1,83 AC.* I UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR: UNIT 2—B SHALE BE. RESPONSIBLE FOR CALLING DIGSAFE LOWER BUILDING' ( 888-344-7233_ )1 AND VERIFYING THE.LOCATION 4OF ALL. LOCATIONS b TH'-1 UNDERGROUND & OVERHEAD UTILITIES PRIOR TO APPROX. PER COMMENCEMENT. OF WORK. PB 263 PG 1 UNIT 2-1) UPPER' r- 3. UNDERGROUND SPRINKLER IN WORK AREA, NOT jI LOCATED: ELECTRICAL WIRING FOR LIGHTS ESTIMATED, NOT • q2 ( � LOCATED IN FlELD I �SAs — j , , U' _ DECK 2 R CD rn PA110._ o F 43 „ AH241 y, � . a "3 EX. SEPTIC AREA O zt . i o s s ; ESTI ATED H1 BURIED O GS e, ARAGE UNIT 3 t N SLAB' EL. I 41.6 ; _ DECK 1 DEPRESSION VERIFY SOILS I _x� 4j 291.26' • IN. FIELD_ �+ 45:9 SITE PLAN • �. OF t ASSESSORS ASSESSORS' MiP 117 MAP 11T Pd• `,R PARCEL 84.CEL 176 . • y Fi � 39 • TOWER; HirLL9 ROAD off 508-362-454.1 fox 508-3629880 OSTERVILLE, MA , downddpe.dom S, ................... '~ PREPARED FOR I dow1 cope eefin,f, . a�Aa =ilk civil engineers VILLAGE SQUARE } .4.Flo,4��£'G t ;'� -; land surveyors CONDO ASSOCIATION t ens;. •� 939 Main Street ( Rte 6A) x r, YARMOUTHPORT MA 02675 f '"' µ I DATE: OCTOBER 15; 2013_ DATE DANIEL A. OJALA, P.E' P.L:S DCE #13-200 I: : ._ ..__. 3-200. VILLAGE_SOUARE.DWG 1 _ N8958WU E' . 138.58' r S89 58 20"W 100.00" o O LOC b O PLAN REFERENCE,- SITE PLAN OF VILLAGE SQUARE .SOUTH PLAN, BOOK. 263- PAGE 1 DATED, OCT. 31, 1972 - ` LOCUS MAP �y PLAN REF 263-1 ASSESSORS MAP. 1EA 72 ZONING. EA S 20'—O'—0' ETBACKS O io FLOOD ZONE. 'C" ► I �1 PANEL 'NUMBER• 250001 0016 D DATED. 07-02-1992 . i o DEED.- 10444-299, - LAND UNIT 4-B PLOT PLA1N OF' y y UNIT 4-1J 0 T U N 5D 4. a : U n nCkILLAGE SQUARE CONDOMINIUM , ZT�JTH UNIT �3 r _.. PROPOSED XTno+c i,- L ----39 -TO WER-HILL -..ROAD�. Ann,T/ON ING OSTER hILLE, "MA EXISTINc EXISTING12xt9' IO Z PATIO PATIO PREPARED FOR. S86 52 52'E 291.c 6' 45.90'�. �I - N83 44'52 E �� A MARCH 21, 20 UNIT 4-B � 06 • UNIT T �ti 4—D i i ®o�" �s �Fc s ® REV PSTEPH �+ � ® " pOYLE N > REV DETAIL �� REV NOT TO SCALE - - - _ E'XIS'TING -UNIT _ ,��° YANKEE LAND SURVEYORS PATIO o GRAPHIC SCALE 4-�-�-ob & CONSULTANTS PROPOSED — - - -- -- ---- ---- -_- - ----- - .0. Box 265 ao o so <0 80 t 60 UNIT 1, 40 INDUSTRY ROAD ADDITION �- 12 0, �� � MARSTONS MILLS; MA - 02648 ' 12X17 L ;- TEL• 508-428-0055 FAX 508-420-5553 i ( IN FEETIF.) 40 SHEET 1 OF 1 JOB h" 54047 LM 1• inch f t. ~___~~�____� ,__/-__,__-_- _~_ �- --- --_,�,_--�� - �--��--�� �-�-----��-��- ---------�� - --------- -`---------'-���----'�--�--- --- -------------------- --'-r--- � ' � � | | �< ' - - - / � ' / � ! � ! � ' � ' � " � � � � 1 � ---'� ��---�-�----�-- --- ` - '-�-'-- ^~��-- -- `----�--`----^-----------'-' ~~---~-`~ ~��~--~---- ----~--��- ----~-----�-- ----'~-' --- - ' '' ~ �---``-� �-- -^ �-------^-^`-- - --^- --- �- ---� ---�� ��--------� ������ � -� - �- -- -- � - �- ---� ---� - - -� ------ | - -����---� -- - -- -� -��-- -��------ -- - --� -�� � -- --���-��-� �� �� � - - -��-�--��-��-� � � 2''±'BOX= 42. T.O.F. EL.= 43.5'± INSTALL RISER w/CAST IRON FRAME&COVER OVER INLET&OUTLET COVER AS INISH GRADE OVER D- 4"SCHEDULE 40 PVC MIN. SCOPE 1% F.G. OVER BIODIFFUSERS= 42,3' - 42,$' (NORTH SYSTEM) GENERAL NOTE S SHOWN. ADJUST TO REQUIRED GRADE w/MIN.2 OR MAX.4 9RICK COURSES OR INSTALL RISER w/CAST IRON FRAME&COVER. SLOPE @ 2%MIN. EQUIVALENT DIMENSION WITH REINFORCED CONCRETE COLLARS. COVERS ADJUST TO REQUIRED GRADE w/MIN.2 OR MAX.4 INSPECTION PORT WITH 41.5' - 42.8' (SOUTH SYSTEM) SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. BRICK COURSES.COVER SHALL BE SECURED TO ACCESS BOX TO WITHIN 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE PREVENT UNAUTHORIZED ACCESS. 3"OF F.G. (ONE PER ROW) FILTER FABRIC ON TOP OF ENTIRE SYSTEM METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL, 43.0± F.G. OVER TANK EL.= 42,9± 5 DIA.OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO TWIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE '' 1 DESIGN ENGINEER. PROPOSED 4" 9"MIN. 9"MIN.EXISTING 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL / = SEWER PIPE PVC SEWER PIPE 36"MAX. 36"MAX. TOP OF SAS B.O. 39.82' 3. 4" SYSTEM UNLESS OTHERWISE NOTED. w " 3"DROP MAX q34" _ PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3 2"DROP MIN MIN.SLOPE ,% L 6# JOINTS(TYP.) ELEVATION =39.82' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10^ 4"PVC IN FROM 1.08, Q 13" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF '�. SEPTIC TANK 4"PVC OUT TO 0.59' �P.) f7.13"(iYP} THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY + 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. I 12" 6" 39.33' 3$.74, /lard flat 2.875'(34.5")--i 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR 90"t CONTRACTOR SHALL OUT TEE 3980' MIN. 39,63' \ ) (STONELESS SYSTEM) 5.0' (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK SHALL VERIFY SIZE VERIFY CONDITION OF GAS BAFFLE 6"CRUSHED STONE (TYP.) 5'MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS AND CONDITION OF EXISTING TEES OVER MECHANICALLY REQ'D 17.25' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH EXISTING SEPTIC AND REPLACE AS COMPACTED BASE VARIES(SEE SWING-TIES PLAN) AND DESIGN ENGINEER. TANK NECESSARY 14 ELEVATIONS&DIMENSIONS SHOWN IN PROFILE&SECTION OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 43.00'ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE VIEWS ARE TYPICAL FOR BOTH SYSTEMS-EXCEPT AS NOTED GROUND WATER ELEV.= < 2$.6T ON A NAIL SET IN A 24"DIAMETER TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET EXISTING **3,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 50 - BIODIFFUSERS (PROFILE) BIODIFFUSERS (SECTION) 9 THROCONTUGH DIG SAFE AT VERIFYCTOR SHALL LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES NOT TO SCALE *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE **3,533 GALLONS PER DISTRIBUTION BOX DETAIL 50 - ARC36 (#3613BD) BIODIFFUSERS (TYP OF 2 TOTALING 100 CHAMBERS TO THE DESIGN ENGINEER. TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE FIELD MEASUREMENTS NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM PERC NO. 13023 APPROPRIATE AUTHORITY. INSPECTOR: David W.Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS +► LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: Michael� Pimentel E.I.T." THEY SHALL WITHSTAND H-20 LOADING. i t C.S.E.APPROVAL DATE: Oct. 1999 :,` 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. N89"58'20"E a U.P.#2 s,� u., .. � i ���., t �"�, ��'�- DATE:. _ August f .,. L n 138.58' _ -X-X-X-X-X-X X-X-X-X-X-X-X-X _ - _ __ " _ ABLE A st 3 2010 FENCE (TYP) TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE a ' - -44-- -- .-- _ �� �; �� � � � MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. W _ ,� � SWING-TIES ---W---� -- -- - ��! � �� �� + ' � '� � w ELEV TOP= 42.00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY > <28 67� FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ' "�" � � = DESCRIPTION BC-1 BG2 BC-3 /�/ - ZONE 2 * ELEV WATER _ MAP 117 Ef�is - 4 W oa$ .�+ ! PERC RATE <2 min./inch * 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN _ BIODIFFUSER CORNER(1) 36.0' 33.8' i PARCEL 180-02 �.- \ SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. f C r- q� � �, d 'P 6' Eft \ I PROP. INSPECTION PORT WITH DEPTH OF PERC= N/A BIODIFFUSER CORNER(2) 18.9' 66.0' -- �� ?8 BIT. DRIVE � w " 16. PROPOSED PROJECT IS LOCATED WITHIN: O 3• fc V \ ACCESS BOX TO F.G. TYP OF 6 C9 ° ' t�': r . . ., �f _x "' ( ) Q `' � � , ► �`� TEXTURAL CLASS: j' 1 ASSESSOR'S MAP 117 PARCEL 72-A BIODIFFUSER CORNER(3) 28.0 77.2 -- 3 O� /SfC �~ CBN " \ <N895820E " � " O 38.4 81.5 N - `,r. . Based on Sieve Analysis(see results below) OWNER OF RECORD: VILLAGE SQUARE SOUTH CONDOMINIUM BIODIFFUSER CORNER 4 - REMOVE ALL UNSUITABLE MATERIAL • . -- E/ -'� o \ � Ef� r LAMP (TYP)* 100.00 Y „ � ADDRESS: 39 TOWER HILL ROAD BIODIFFUSER CORNER(5) 47.3' 45.5' -- 3 / _ # DOWN TO TOP OF"C-2 SOIL&REPLACE O 0" 42.00' * 4�� � \ �'' ���'� 0 WITH CLEAN COARSE SAND PER 310 - O OSTERVILLE MA 02655 A ~43 _ BIT. PARKING y a� CMR 15.255 3 P. FOR BOTH SYSTEMS m s «+ r BIODIFFUSER CORNER(6) -- 35.7 50.1 E/�/c ''� - O(N ) z # ,r * b LOCUS 3 � � I ) � ,� � g �� '•� � FEMA FLOOD ZONE C BIODIFFUSER CORNER(1) -- 58.9' 28.9' r---43- -- ,/ GN a ' _ , +« 1 + Fill COMMUNITY PANEL# 250001 0016 D BIODIFFUSER CORNER 8 - 50.4' 12.0' PROPOSED TOTAL OF 50 ARC 36 ", "« 1' 17. MASTER DEED REFERENCE: DEED BOOK 1750 PAGE 183 -- � (#3613BD)BIODIFFUSERS IN FIELD r �« , ► w 18. PLAN REFERENCES: 1. PLAN BOOK PAGE 7 BIODIFFUSER CORNER(9) 19.7 37.8 #39 PROP. IMP. 40 MIL. LINER CONFIGURATION ( NORTH SYSTEM ) " +� s k x ` r �[u 72 36.00 C ) 00 254, G 1 N k . ` ' ► s r ' . 2.) PLAN BOOK 263, EXISTING �' o �� . ' 1+ wik fit: PAGE 1 \ U �, �;r • ;> *• N� #;r �► B Loamy Sand 3.) PLAN BOOK 77,PAGE 109(L.O.) BUILDING#1 " ko o * ar 10Yr 5/6' (8 BEDS TOTAL) \ 2 io .. Z " :.II . t1 * B.H. w ko o ,, .„ 4r 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. w , q7 s «t ,�. 108 33.00' �"� :;;, �. ,ice '. ,,., <s •!M, y j ^, w SWING-TIES PLAN SCALE: 1 =zo ��_. _ \� �*� ;: ri .:r... _ � m_ p +. ., t, ,M ��. , r<.��. rr m ; ► r.� � s ,& �, s �x� �i n� �m ;, � � , +,� Loamy Sand 20. °�r PROPERTY LINE INFORMATION IS�+ONLY APPROXIMATE. THIS PLANT. TO BE USED ONLY v a 1 y} wu 2.5Y 6/6 Q S � t BUILDING#1 � �� =r°, >7 � m Q (� V C! � N :, �� ' +� �i �' ��a �' ,.,Fv G1 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 4 -- - -- z ' i + !' ., (20-30%gravel FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 11.5 ) BUILDING#2 z 10. , m lb ��« ar. � * « Q / I J _ .,/ ` . ,_$ _w,,.. « _, +o r� _ , �.�� 120 &cobbles) 32.00' �.rr., (3 14 . J n. w 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE (2 \ ��„ = w APPROVALS ARE REQUESTED FROM 310 CMR 15.211 $15.223(1), RESPECTIVELY: \ PROPOSED 14-OUTLET G2 Medium-Fine Sand 1). A 2.5'WAIVER(20.0'- 17.5')FOR THE SETBACK FROM PROPOSED NORTHERN LEACHING BC-1 EXISTING 3,500 GALLON(3,533 GALS. PER \ w LOCUS PLAN 2.5Y 6/6 SYSTEM TO THE FOUNDATION WALL. .2� DISTRIBUTION BOX FIELD MEASUREMENTS)SEPTIC TANK TO \ -F r- � 2). AN 8.5'WAIVER(20.0'- 11.5')FOR THE SETBACK FROM PROPOSED SOUTHERN LEACHING BE UTILIZED AS PART OF THIS DESIGN < "' SCALE: 1"= 1000' SYSTEM TO THE FOUNDATION WALL. #39 w o ` TOF SHOT=43.5'± "' Q1 w 0 160" 28.67' 3.) A WAIVER FROM PROVIDING A SECOND TANK IN SERIES WITH A MINIMUM EFFECTIVE EXISTING U, 1 \ / %10.0' No Mottling,Weeping or Standing Observed LIQUID CAPACITY OF 100 OF THE DESIGN FLOW OF 1,760 GPD. BUILDING#1 0 { \ - - - - - - - - (8 BEDS TOTAL) \��ti y a D ES I f+N DA-�-A SIEVE ANALYSIS RESULTS("C-2"SOIL) 13 l3 \ #39 o LL /o SAND 91.3 LEGEND Y i, 3` BUILDING#1 EXISTING 11.5' � 0ff O %SILT 7.5 -'- -- BUILDING#2 r �' i (W9 NO. OF BEDS(DESIGN) 16 TOTAL (8 BEDS PER BLDG-2 BLDGS %CLAY 1.2 TOTAL) 50x0 EXISTING SPOT GRADE ILDING - BU #2 -- Lu :_ (1 17.3 5) (8 BEDS TOTAL) a rn 1 p W 110 PER TITLE 5 ALTERNATIVE TO PERCOLATION U DESIGN FLOW GAUDAY/BEDROOM TESTING GUIDANCE FOR SYSTEM UPGRADES - - - 50 - EXISTING CONTOUR (n PROPOSED TOTAL OF 50 ARC 36 SOIL TYPE: UNCOMPACTED z, _ \ / TOTAL DESIGN FLOW 1,760 GAUDAY EFFLUENT LOADING RATE FOR z (#3613BD)BIODIFFUSERS IN FIELD - m-- PROPOSED CONTOUR (-4 ¢ E CONFIGURATION ("SOUTH SYSTEM") DESIGN FLOW X 200 '% = 3,520 GAUDAY CLASS I,>85%SAND=0.74 GPD/SF •� ASSUMED PERC RATE_<2 mpi \ PROP. IMP. 40 MIL. LINER E/T/C EXISTING UNDERGOUDN UTILITIES USE EXISTING *3,500' GALLON SEPTIC TANK(200%OF DESIGN FLOW) BG \ N " ** TEST PIT DATA 5 8' g L. EXIST. , i EXIST.2 UNKNOWN PIPE(8("BGS) PER OWNER: NO 2nd TANK IN SERIES PROVIDED GAS EXISTING GAS LINE S7r� DECK x :M: " � r'� PERC NO. 13023 (9 MAP 117 \ ` "" " �" *3,533 GALLONS PER FIELD MEASUREMENTS 4 INSPECTOR: David W.Stanton, R.S. r \ \ __ .11/ ~ W W EXISTING WATER LINE '..PARCEL 72-A � � � �~�`�- EXISTING LEACHING PIT TO BE PUMPED **SEE GENERAL NOTE 21 FOR WAIVER REQUEST #39 1.63 Ac.t r' \- --42-- ` LP j / AND REMOVED IN ACCORDANCE WITH EVALUATOR: Michael Pimentel, E.I.T. EXISTING \ -- r /� ti �- Oct. 1999 TEST PIT LOCATION � 41..,. `. \ tx TITLE 5 REQUIREMENTS (TYP OF 3) C.S.E.APPROVAL DATE: BUILDING#2 - \ I DATE: August 3 2010 (8 BEDS TOTAL) LP INSTALL 100 TOTAL - ARC 36 (#3613B 'D) BIODIFFUSERS C? Q EXISTING 3,500 GALLON SEPTIC TANK Benchmark 2 Tree (3 533 GALS. PER FIELD MEASUREMENTS Nail in 24"Ql TEST PIT#: � ) BIT. DRIVE/PARKING ; Elev. =43.00' SYSTEM CAPACITY ELEV TOP= 42.00' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE -41'' Approx. M.S.L. (TOTAL L.F. OF BIO'S 4.8 SF/LF 0.74 GPD/SQ.FT. =GPD ELEV WATER= <28.67' R )( )( ) Q PROPOSED DISTRIBUTION BOX BC ``� -42 �// (500')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 1,776.0 GAL. LEACHING/DAY PERC RATE_ B.H EXIST. PROP. INSPECTION PORT WITH 1 N ¢1- \ // PROPOSED ARC 36(#3613BD)BIODIFFUSER DECK 17.3' ACCESS BOX TO F.G. (TYP OF 6) \ QZJ ��..__ (8 7) \ , EXISTING LEACHING PIT(NOT TOTALS: DEPTH OF PERC= N/A 7o r , TIED INTO TO BUILDINGS 1 &2) TOTAL NUMBER OF BIODIFFUSERS: 100 TEXTURAL CLASS: 1 w SHALL BE UNDISTURBED TOTAL NUMBER OF COUPLINGS: 0 REV. DATE BY APP'D. DESCRIPTION N-4 1,,, TOTAL LEACHING AREA: 2,776.0 on 42.00 TOTAL LEACHING CAPACITY: 1.776.0 PROPOSED SEPTIC SYSTEM UPGRADE / � � 7 / PREPARED FOR: o/ NOTE: Fill CAPEWIDE ENTERPRISES NOTES: �°` N86-52-52-W EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE 291.26' DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER LOCATED AT 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE - - a5.90' "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED 72" 36.00' OF EACH SEPTIC SYSTEM COMPONENT. S83"` 4tTW DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST MODIFIED 39 TOWER HILL ROAD FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052. B Loamy Sand OSTERVILLE, MA 02655 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF MAP 117 10Yr 5/6 w � SCALE: 1 INCH = 20 FT. DATE: AUGUST 23,2010 THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH PARCEL 176 MAP 117 108 Loamy Sand 33.00 0 10 20 40 80 FEET TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL PARCEL 84 C-1 2.5Y 6/6 11J�OF rugSS9�ti BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. (20-30%gravel PREPARED BY: RESERVED FOR BOARD OF HEALTH USE 120" &,cobbles) 32.00' �� JOHN L. Gf`, JC ENGINEERING, INC. CHURC L_JR. n 3). PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2 AND 2854 CRANBERRY HIGHWAY ESTUARINE WATERSHED. C-2 Medium-Fine Sand 1 2:5Y 6/6 �p �$° EAST WAREHAM, MA 02538 SITE PLAN �F F , 4.) THERE ARE OTHER EXISTING CONDOMINIUM BUILDINGS LOCATED ON � No Mottling,Weeping �°�� n oaNI - 508.273.0377 LOCUS PROPERTY THAT ARE NOT SHOWN ON THIS PLAN. SCALE: 1"=20' 160" or Standing Observed 28 67' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1852 INSTALL RISER w/CAST IRON FRAME&COVER OVER COVERS FOR BOTH TANKS INISH GRADE OVER D-BOX-- 42.2'+ 1 ` - PROPOSED VENT WITH CHARCOAL FILTER TO ABOVE GRADE F.G. OVER BIODIFFUSERS= 42.3 - 44.0. (NORTH SYSTEM) GENERAL NOTES TOP OF FOUNDATION = 43.5± AS SHOWN. ADJUST TO REQUIRED GRADE w/MIN.2 OR MAX.4 BRICK COURSES INSTALL RISER w/CAST IRON FRAME&COVER. SLOPE @ 2%MIN. FINISH GRADE @ FND. EL.= 43,0'# OR EQUIVALENT DIMENSION WITH REINFORCEDCONCRETE COLLARS. COVERS ADJUST TO REQUIRED GRADE w/MIN.2 OR MAX. INSPECTION PORT WITH 41.5' - 42.8' (SOUTF SYSTEM) SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 4 BRICK COURSES.COVER SHALL BE SECURED 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION F.G. OVER PROP. ACCESS BOX TO WITHIN i F.G. OVER EXIST.TANK EL.= 42.9'� TANK EL.= 42.9'# TO PREVENT UNAUTHORIZED ACCESS. 4"SCHEDULE 40 PVC MIN. SLOPE 1% 3"OF F.G. (ONE PER ROW) FILTER FABRIC ON TOP OF ENTIRE SYSTEM METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 5 DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES. i 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE � �� i i � DESIGN ENGINEER. 9"MIN. SEE NOTE 21 3" 36"MAX. 63"MAX. TOP OF SAS/B.O.= 38,76' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL _ --- 6 3 Vn 3"DROP MAX 9" I PROP.4" SYSTEM UNLESS OTHERWISE NOTED. 2"DROP MIN SLOPE SCH.40 PVC10" PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN EXISTING 4" si_oPE 01 mm. L = 13't JOINTS (TYP.) ELEVATION =38.76' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A -� o " 39 9 3.00 4"PVC IN FROM 1.33' 16" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF sEwERPlf'E E MiCrOFAST CONTRACTOR " SHALL VERIFY SIZE 9 t 39.75 FAST Unit DETAIL`ON , SEPTIC TANK 4"PVC OUT TO (TYP.) " THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. AND CONDITION OF 39.00 . 0.90 10.75 (TYP) EXISTING TANK SHEET 2 OF,-:2 LEACHING FACILITY I 5. SLOPE ALL.SOLID PIPE AT 1.0°!o MINIMUM. CONTRACTOR SHALL VERIFY w 38.80' MAN. 30" 38.33' �-- 37.43' laid flat 2.875'(34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. GAS BAFFLE 1.5 0 RECIRC. 38.63 (STONELESS SYSTEM) CONDITION OF EXISTING TEES 6"CRUSHED STONE PRESSURE CLASS RECIRC.0.4 HP 5•0' (TYP-) 7• LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND REPLACE AS NECESSARY OVER MECHANICALLY PUMP W TIMER 6"CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 150 TUBING TO (TYP.) 5 MIN. 17.25' COMPACTED BASE TO BE PROV'D OVER MECHANICALLY NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH EXIST.TANK BY J&R(TOTAL COMPACTED BASE REQ D EXISTING PROPOSED 3ootGALs.) VARIES(SEE SWING-TIES PLAN) AND DESIGN ENGINEER. **3,500 * (f ELEVATIONS&DIMENSIONS SHOWN IN PROFILE&SECTION 8• ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 43.00'ESTABLISHED ' _ _ _1 ) OUTLET DISTRIBUTION BOX GROUND WATER ELEV.= < 28.67' -- kAS NOTED 3 5®® GALLON SEPTIC TANK 2,500 GALLON SEPTIC TANK H-10 14 VIEWS ARE TYPICAL FOR BOTH SYSTEMS-EXCEPT **3,533 GALLONS PER FIELD MEASUREMENTS Length=12-2 Width-6-8 Height-6-8 TO BE INSTALLED ON A LEVEL STABLE ON A NAIL SET IN A 24"DIAMETER TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 5O -ADVANCED FUSERS (PROFILE) BIODIFFUSERS (SECTION) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING *3.500 GALLON SEPTIC TANK CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK& PROPOSED 2,500 GALLON SEPTIC TANK (H-10) DISTRIBUTION BOX DETAIL 50 - ARC 36HC (#3616BD) H-20 BIODIFFUSERS (TYP OF 2 TOTALING 100 CHAMBERS) NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING �` _ '° ' � � � �: TEST PIT DATA REGULATIONS. OWNER/APPLICANTIS TO OBTAIN SUCH DETERMINATION FROM 3 F � PERC NO. 13623 APPROPRIATE AUTHORITY. SWING-TIES 4 ,i, INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS � ` LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE DESCRIPTION BC-1 BC-2 BC-3 �� EVALUATOR: Michael Pimentel, E.I.T. C.S.E.APPROVAL DATE: ' Oct. 1999 THEY SHALL WITHSTAND H-20 LOADING, BIODIFFUSER CORNER(1) 36.0' 33.8' -- U.P.#2 ; 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. N89°58'20"E w q r, � ;. DATE: August 3,2D10 BIODIFFUSER CORNER(2) 18.9' 66.0' -- 138.58' X-X-X-X X-X X X-X X-XX-X-X X- - - - °fit • FENCE (TYP) �, ��ti �` F" i.v TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE V -_-- -44--- -- - - _ _._ 45,. � �� J � - MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. BIODIFFUSER CORNER(3) 28.0 77.2 -- w---� --- ,f -- `. ,e t ELEV TOP 42.00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, *` FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). c � � � � , � r ELEV WATER= <78.67 NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN BIODIFFUSER CORNER(4) 38.4' 81.5' -- /T/ --- ZONE 2 \ Fk r • . MAP 117 \ �� c `'' �`-'" � � o � � � PERC RATE_ <2 min./inch 15. CONTRACTOR SHALL O ES GN E O BIODIFFUSER CORNER(5) 47.3 45.5 -- E� � - w t ` "" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. �. PARCEL 180-02 / A \ �► r,,. ++ 'A �' E/�/c \ \ PROP. INSPECTION PORT WITH "` r; �� ' DEPTH OF PERC= N/A BIODIFFUSER CORNER(6) -- 35.7 50.1 .A, 2 / BIT. DRIVE \ w ., ; :yI► �. 16. PROPOSED PROJECT IS LOCATED WITHIN: O u'• /c \ ACCESS BOX TO F.G. (TYP OF 6 } _ ► TEXTURAL CLASS: 1 ASSESSOR'S MAP 117 PARCEL 72-A BIODIFFUSER CORNER(7) -- 58.9' 28.9' 3 �� c -� CBN c ¢ a PROP. PVC VENT PIPE xa '"' ' "" .' *Based on Sieve Analysis(see results below) OWNER OF RECORD: VILLAGE SQUARE SOUTH CONDOMINIUM BIODIFFUSER CORNER(8) -- 50.4' 12.0' '' EI N89°58'20"E P� � \ � � , ., - 1 LAMP TYP 100.00' R=42.2' , REMOVE ALL UNSUITABLE MATERIAL'. Y ,_.., " ADDRESS: 39 TOWER HILL ROAD BIODIFFUSER CORNER(9) -- 19.T 37.8' 3 /�` r# \ ( ) DOWN TO TOP OF C-2 SOIL& REPLACE 00 , • '� c .k 0 42.00 OSTERVILLE, MA 02655 t/c WITH CLEAN COARSE SAND PER 310 l �43� r\ BIT. PARKING ) m ° /� � -.._ � � �� � CMR 15.255(3)(TYP. FOR BOTH SYSTEMS) z 1 I } \ .- +► * L V�7 FEMA FLOOD ZONE C_ MIS :5 ,- -43- / a * /' x�4 Fill i �. � se "'� COMMUNITY PANEL# 250001 0016 D i SWING-TIES PLAN SCALE: 1"=20' � � �. � � fr� ,�x � , v, .� ., . � ��r►� ;� �! ��� � �t? • � ) PROPOSED TOTAL OF 50 ARC 36HC " " * 17. MASTER DEED REFERENCE: DEED BOOK 1750, PAGE 183 3 17.5' `� (#3616BD) H-20 BIODIFFUSERS IN FIELD 1 4) PROP. IMP. 40 MIL. LINER + - " 36.00 8• PLAN REFERENCES: 1.) PLAN BOOK 254, PAGE 17 11.5 � #39 �_ _ � I CONFIGURATION ( NORTH SYSTEM ) . a � �, �*,, �� � 72 I �` N � :. ^� � :' � \ � � �� �� ��� +�, k � � .�k, �`, i # � 2.) PLAN BOOK263, PAGE 1 (3 EXISTING \ Y V a . . O ' r�► , -°:• .' B Loamy Sand 3.) PLAN BOOK 77,PAGE 109(L.O.) BUILDING#1 - s o°r ` F : "r; s: " € kfl o 3' Z , alr ; *w 10Yr 5/6 (2 8 BEDS TOTAL4 . , y ifl Z w M ,.. EH. w ��; - - I ORIGINALCONDITION.,� , zr � ,� n ���,� „y+s 1g ALL DISTURBED AREAS SHALL BE RESTORED TO ORIG NA BC 1 .: w ��_w 'rr' 108" 33.00 - ,. _ > ,. ., ,., •:,� ,.. � Darts S -<, _; _ _ u .. 4. . _ 20. FR i'Iri��3`Y t:l�� l�Rat', "�`ti�W S���...,.�-. �' '�, .�.,.. rn 2.5Y 6/6 -,�, Asir �.,''`�" ''��•. � '''`��� -1 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY BUILDING#1 � �;� � ; v � m � .n O II .�.��. - .� �.,, ,.� C e ' u b ` • 20-30% ravel #39 z , , 10.0� I O LY. -� �„ ,� ri ( 9 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. o BUILDING#2 G � kn ..�, _ +� &cobbles , EXISTING - , J ..: ;, �> / 13 _ Jr. / = +� ♦ .a. th< ;>. .,.„v 120" ) 32.00' CL 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE BUILDING A 0 EXISTING 3,500 GALLON (3,533 GAL-A PER 14� tp 01 . w APPROVALS ARE REQUESTED FROM 310 CMR 15.211 &15.221 (7), RESPECTIVEDS TAL w(8 BE TO } FIELD MEASUREMENTS)SEPTIC TALC TO ---- 0 1). A 2.5 WAIVER(20.0 - 17.5)FOR THE SETBACK FROM PROPOSED NORTHERN LEACHING PROPOSED 14-OUTLET : - C-2 Medium-Fine Sand BE UTILIZED AS PART OF THIS DESIGN L � LOCUS PLAN- SYSTEM TO THE FOUNDATION WALL. \ BLOWER(SEE DETAIL) a DISTRIBUTION BOX w/2.5 ll.l 0 2.5Y 6/6 2)• AN 8.5'WAIVER(20.0'- 11.5')FOR THE SETBACK FROM PROPOSED SOUTHERN LEACHING BUILDING#1 \ 0 y SUMP& RECIRC. PUMP ?> v "� SCALE: 1"= 1000' SYSTEM TO THE FOUNDATION WALL. BUILDING#2 TOF SHOT=43.5'- O 160" 28.6T 3. A 2.24'WAIVER 3.0-5.24' FOR THE MAX. COVER OVER THE"NORTH"LEACHING SYSTEM. (1 17.3 5) PROP. 6" PVC VENT PIPE ).". ) ( ) 10.0' I No Mottling,Weeping or Standing Observed PROP. 2,500 GALLON SEP TANK r DESIGN DATA SIEVE ANALYSIS RESULTS("C-2"SOIL) LEGEND (Ih-k0)WITH MicroFAST 3.00 FA T UNIT v; rt C °!o SAND 91.3 EXISTING 11.5' %SILT 7.5 50xO EXISTING SPOT GRADE -a I NO. BEDS(DESIGN) 16 TOTAL (8 BEDS PER BLDG-2 BLDGS TOTAL) !°CLAY 1 BC- �. BUILDING#2 w � � � � ; �� � �' -- 5 g 6 <` (8 BEDS TOTAL) ct 3�j, _U PER TITLE 5 ALTERNATIVE TO PERCOLATION - 50 -- EXISTING CONTOUR <t t DESIGN FLOW 110 GAUDAY/BEDROOM TESTING GUIDANCE FOR SYSTEM UPGRADES (9 - ::` anti`- �_ SOIL TYPE: "UNCOMPACTED" 50 PROPOSED CONTOUR PROPOSED TOTAL OF 50 ARC 36HC �42- '' \ \ I TOTAL DESIGN FLOW 1 760 GAUDAY CLASS I T LOADING SAND=0.74 GI'D/SF z .. (#3616BD)H-20 BIODIFFUSERS IN FIELD EFFLUENT LOADING RATE FOR #39 4 I J ' , o _ E/T/C EXISTING UNDERGOUDN UTILITIES .--__ T:. _... _ _ (' 1 ` CONFIGURATION ("SOUTH SYSTEM ) DESIGN FLOW X 200 /o = 3,520 GAUDAY \ ASSUMED PERC RATE_<2 rhpi EXISTING PROP. IMP. 40 MIL. LINER X r USE EXISTING *3,500 GALLON SEPTIC TANK(200%OF DESIGN FLOW) GAS EXISTING GAS LINE BUILDING#2 ' " " *3,533 GALLONS PER FIELD MEASUREMENTS TEST PIT DATA (8 BEDS TOTAL) D� EXIST.2 UNKNOWN PIPE 80 BGS \ UH EXIST. ) -W-W EXISTING WATER LINE 0 o t rSoe. t J MAP'117 �`'\ \ DECKr . -� `� EXISTING LEACHING PIT TO BE PUMPED USE PROPOSED 2,500 GALLON SEPTIC TANK(100%OF DESIGN FLOW) PERC NO. 13D23 ` ( AND REMOVED IN ACCORDANCE WITH INSPECTOR: David W. Stanton R.S. Al, e y� SG�✓,� rPA� f �ec%a�",� PARCEL 72-A - - \ TITLE 5 REQUIREMENTS (TYP OF 3) TEST PIT LOCATION ' 1.63 Ac.t \ -42"-'-' �4 LP �`) EVALUATOR: Michael Pimentel, E.I.T. 7� r �, PROP. PVC VENT PIPE NT BC- A \ \ D� C.S.E.APPROVAL DATE:' Oct. 1999 41- �� � EXISTING 3,500 GALLON SEPTIC TANK - \ INSTALL 100 TOTAL -ARC 36HC #361 BD H-20 BIODIFFUSERS DATE: August 3,�010 (3,533 GALS. PER FIELD MEASUREMENTS) B.H EXIST. � � LP \ � 1 T T ( fi ) O DECK 17.3 �, � - Benchmark 7 \ . . TEST PIT#: 2 (8 ) ��� ; `J\ 4r� Nall In 24"0 Tree PROPOSED 2,500 GALLON SEPTIC TANK w/FAST UNIT BIT. DRIVE/PARKING Elev. =43.00' ELEV TOP= !42.00' 1 SYSTEM CAPACITY �� ---41 Approx. M.S.L. PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE 1 t (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD ELEV WATER= <28.67 (500')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 1,776.0 GAL. LEACHING/DAY PERC RATE= Q PROPOSED DISTRIBUTION BOX NOTES: PROP. INSPECTION PORT WITH 42� --- -- -- ---- ---- ACCESS BOX TO F.G. (TYP OF 6) \ \ "�2~ DEPTH OF PERC= N/A Q PROPOSED ARC 36HC(#3616BD)H-20 BIODIFFUSER \ EXISTING LEACHING PIT(NOT TOTALS: 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE �� ; �o , TIED INTO TO BUILDINGS 1 &2) TOTAL NUMBER OF BIODIFFUSERS: 100 TEXTURAL CLASS: 1 OF EACH SEPTIC SYSTEM COMPONENT. \ \ ) / SHALL BE UNDISTURBED TOTAL NUMBER OF COUPLINGS: 0 REV. DATE BY APP'D. DESCRIPTION _ \ N TOTAL LEACHING AREA: 2,400.0 " PROPOSED SEPTIC SYSTEM UPGRADE 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF \ -41� / b4 TOTAL LEACHING CAPACITY: 1,776.0 0 42.00 THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH PREPARED FOR: TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL ` _ `41- - / _ CAPEWIDE ENTERPRISES BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. o/ NOTE: Fill N86052'52"W �� EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE LOCATED AT 3). PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2 AND 291.26 DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER 39 TOWER HILL, ROAD _ 45.90' "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED 72" 36.00' ' ESTUARINE WATERSHED. S83°4 VrW DRAINAGE SYSTEMS, INC. ON OCTOBER 3,2003(LAST MODIFIED JUNE OSTERVILLE, MA 02655 3,2010). TRANSMITTAL NUMBER=W000052. B Loamy Sand 4.) THERE ARE OTHER EXISTING CONDOMINIUM BUILDINGS LOCATED ON 10Yr5/6' SHEET 1 OF 2 LOCUS PROPERTY THAT ARE NOT SHOWN ON THIS PLAN. TOTAL MAP 117 " SCALE: 1 INCH = 20 FT. DATE: OCTOBER 25, 2010 NUMBER OF BEDROOMS ON SUBJECT PROPERTY IS 42 (INCLUDES THE 8 PARCEL 176 MAP 117 108 Loamy Sailed 33.00 0 10 20 40 80 FEET BEDROOMS FOR THIS DESIGN). PARCEL 84 C-1 2.50 6/6 or��w�x OF ` (20-30/o gravel a JOHN�. PREPARED BY: RESERVED FOR BOARD OF HEALTH USE " &cobbles ° Gi'�'` ` �� 5.) SEE WASTEWATER OPERATIONS AND MAINTENANCE PLAN DATED 120 32.00 NILJC ENGINEERING, INC. 10-25-10 FOR THE FOLLOWING ITEMS: RENEWAL OF CERTIFICATION FOR C-2 Medium-Fine Sand '''" ' 2854 CRANBERRY HIGHWAY GENERERAL USE, INSPECTION AND EFFLUENT TESTING AGREEMENT, 2.5Y 6/6' EAST WAREHAM, MA 02538 F.A.S.T. SERVICE MANUAL AND FIELD INSPECTION AND SERVICE REPORT. SITE PLAN it No Mottling,Weeping 508.273.0377 SCALE: 1"=20' 160" or Standing Observed 28 6T Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1852