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Home My WebLink About0070 CENTER STREET - Health 70Center'Street '`' `. ' Sewer,Acct 118 '' Hyannis - A= 327 — 154 Unit 4• 0 { I -i .,,,,�aTOWN O},F�.BARNSTABLE N l�s+LOCATIOc�1�r "" SEWAGE # �•�e�� VILLAGE ASSESSOR'S MAP 6z LOT �7— �S 77/ CrT.! INSTALLER'S NAME fa PHONE NO.�Agg,. S (2gy"A SEPTIC TANK CAPACITY - Jr3"®p ^ . LEACHING FACILITYAtype ;klOW (size) �o NO. OF BEDROOMS PRiVATR-W- LL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: ' w �� DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No _� �� - � � �� ' ° �b ` � O ►� , �� ri � � ��' r -- - �J No... Y::206 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH /,:7ZZZrn....................OF......4a& .. ..e............................................. Appliration for Bispasal Works Towitrurtion Famit Application is hereby made for a Permit to Construct ( -.<Or Repair an Individual Sewage Disposal System at: C"ea.-z. V d-P) -7 ?Z49 ................................................1�4... ......,9....................................... .................................................................................................. Location-Address or Lot No. A4!3........................................................... .................................................................................................. /7 Owner Address ............................................ ------*--------------------- ........*"*-------*---------------------------------------- Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder PL4 Other—Type of Building ------------------_------- No. of persons........,................... Showers Cafeteria Otherfixtures ......................................................................... ---------------------------------------------------;........................ Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic 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 ( ) a5eezl g1t, Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit---.--.............. Depth to ground water..--................._.. Test Pit No. 2................minutes per inch Depth of Test Pit.--................. Depth to ground water.-.--------.----.------. x -----------------------------•----------------------------........------------------••-•-•-••------.......................................................... 0 Description of Soil........................................................................................................................................................................ W ..................................................................................................................................................................................................I------- U W .................I..........................................................................................]-- .................................................................................. U Nature of Repairs or Alterations—Answer when applicable------------*/1--- ................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual'Sewage Disposal System in accordance with the provisions of TL IL 1i LE 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. Signed.QA__s...Q.— - /lil ......................... .. .......... .%-_L............................. ._�Z....................... Date Application Approved By.. .. .....Z14e, el------ ------------------------ Date" " Application Disapproved for the following reasons:................................................................................................................ -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Date PermitNo._..._.._ ...�LO.6-................. Issued....................................................... D to 19 � -- -A C ® • No... Fps..- -..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....... .........................---.....OF.........................----•---...... Applira#ilau for Disposal Works Tons rurtiuu rrrutit Application is hereby made for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal System at: -••--••--------------------------•------.................--•-•--•----...•-----------.....•-------- ------------......---------...----....----------------...----------------------------.........---- Location-Address or Lot No. ............c......................................................•......................_....._ ..............__..__................---------------------....------.............................-- Owner Address W Installer Address Type of Building Size Lot............................Sq. feet ►a Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers a Other—Type g ---------------------------- P ( )--- 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 ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water...--------------------- (� Test Pit No. 2................minutes per inch Depth of Test Pit--...........---.... Depth to ground water.-.--------_---.-.--. P4 ••--•------•-------------------•----•••••---•--•••---------------•••----------•......------------•--......................................................... 0 Description of Soil..............................................................................................................................--------_--........................... x U w ----------------------------------------------------------------------•---------------------------------------------------------------------------------------------------------------------------•--•-- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ----------------------------------------------------------------------------------------------------------•--------------------------------••--••----------••-•••••-•--•--•••-•••-•----•...------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL:p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................................................... ................................ �� Date Application Approved By............... �^- 1 d :.��.> .... aa �. Date _.... Application Disapproved for the following reasons:..............................................................•.-----------------------............_.........._ .............................•----------......----•-------....------------...------------....----------------------------------•----•--••-•-•-----------------•--•-•-------------•----••--••----........ Date Permit No. i r C �� Issued-------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....................................OF................................................................................... (Errtif irate of TompliFaurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Installer at--------------------------------------------------------------------------------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITi.E 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No-------0e{..--.;Lo.'....... 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 .........................................OF..................................................................................... _. No.... .. FEE... f.7......: Disposal Works TDuuutruu#iuu rruti# Permissionis hereby granted.............................................................................................................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo------------------------------------------------------------------------------------_....----•------•---....-•-------•-••---•-----------------•-•...--•--•------......------•..........------ Srreet — as shown on the application for Disposal Works Construction Permit No. 14-166--- Dated.......................................... --------------------------------------R --- ----- _ oar'Ic oti Health DATE.....................................................................•......... FORM 1255 HOBBS & WARREN. INC., PUBLISHERS �. ..C 0 - TOWN OF BARNSTA.BL � - ;`� ,-' /J ,7 'I,WATION t �f 4t SEWAGE # a II.LAGE Isw`s ASSESSOR`S MAP'& LOTS �5 'S NAN E&.PHONE NO.twe�t=oa,� ,R SEPTIC TANK CAPACITY LEACHING FACE ITY::(type) (si NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE:. Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom:of Leaching Facility. Feet f Private Water Supply Well and LeachingFacility ty (If any wells exist on site or within 200.feet of leaching facility) Feet . Edge of Wetland and Leaching Facility(If-iny we exist , within.300 feet of leaching.facility) Feet Furnished by y -- � Fr. y �.x.:.� =�� ..� _� � ate: 7, .�. t 's Avg'. Jh TOWNOFBARNSTABLEi .OtiAi'IONiF �`� SEWAGE # 'ULAGE ara"c 5 ASSESSOR'S MAP & LOT S NAME&PHONE NO." � g � � 9Vro��t'OCSgl SEPTIC TANK CAPACITY `7 LEACHING FACILITY: (type) NO. OF BEDROOMS BUILDER OR OWNER 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 r3 TURNING MILL CONSULTANTS INC. 9 y Designed b M.F.J. � SCALE DATE DEVELOPERS,ENGINEERS AND CONSTRUCTION MANAGERS - .68 TUPPER ROAD,UNIT 3 Drawn by M.J.S. Checked by F.M.L. PO BOX 1159,SANDWICH,MA 02563 R PHONE:(508)B884393-FAX:(M)$884246 : Approved by F.M.L. 1/`'"-1,-o" '04/11/07 LEGEND SYMBOL DESCRIPTION _.. DUPLEX RECEPTACLE, 18" AFF DOUBLE DUPLEX RECEPTACLE, 18" AFF III DUPLEX RECEPTACLE COUNTER HEIGHT EXISTING 200A, I I.. I a 120/240, 10 DUPLEX RECEPTACLE, CABINET HEIGHT PANEL k�GFI DUPLEX GFI RECEPTACLE, COUNTER HEIGHT _ - GFI GFI I�GFI DOUBLE DUPLEX GFI RECEPTACLE, COUNTER HEIGHT GFI GFI— r 1 SPECIAL PURPOSE. RECEPTACLE �, PP WALL MOUNTED CAT6 PATCH PANEL .. I to - - WALL MOUNTED. 110 BLOCK(S) I ... GFI I L I I III I ® VOICE/DATA OUTLET, 18 AFF.... ( VOICE/DATA/CATV OUTLET, 18". AFF GFI �--� EMBEDDED C, W/RISE & DROP , L I II !_II iII GFI - I _ GFI r Il ; GFI , AMPLIFIER, COORD MOUNT \ - ,I CFI ;�l' �`, HEIGHT GFI I 11 1 . LEAVE 8' OF - ' WIRE SLACK I f — II MOUNT TOi GFI s I !: ^ Y. GFI .: _:: CASEWORK( _ I y GFI GFI I....I GFI ,. { I qp _ - , GFI L 44 - SERVER; GFI GFI REFRIGERATORILL ' GFI MICROWAVE GFI GFI t GFI I ....� __ GFI - I , ... _.� GFI GFI SECURITY/AMP ; II GFI &&A A AAA or M IDS G f dyG(IIa + ' E L ICCL SITE NAME SITE # REV Shee;. of BEYOND BEAUTY STONE RIDGE CROSSING 2 3 ELECTRICAL POWER PLAN HYANIS,MA 68 CENTER STREET N/A A JOB NUMBER HYANIS,MA TMC 7.09 III TURNING MILL CONSULTANTS,INC. Designed by : M.F.J. SCALE DATE DEVELOPERS,ENGINEERS AND CONSTRUCTION MANAGERS - Drawn by M,J.S. " 68 TUPPER ROAD,UNIT 3 PO BOX 1159,SANDWICH,MA 02563. Checked by F.M.L. PHONE:(508)88"383-FAX:(508)8884246 - - Approved by F.M.L. �./S„_1,-0 ° ..04/1.1/0 L .. _ I SECURITY LEGEND :__ - _ SYMBOL DESCRIPTION I it Ir,:.r ACP ALARM. CONTROL PANEL ...... ....- - ------- -- CCTV CCTV CONTROLLER/DVR/MONITOR MD ® CEILING MOUNT MINI DOME CAMERA r S DC SURFACE MOUNT DOOR CONTACT" Q - i ;. \ _ ❑ SURFACE MOUNT KEYPAD II1itMCr ❑ � I I S SPA MD WALL MOUNT 90 MOTION DETECTOR VC - - - — — Y Itr,�l ul ... I I,i VC i S 1{ f _ I I SALON I II �` I i i ... _.......... VC I r:: 0S ' , L II l;.11 III "' i i SPA VC I j i 1 � -- - __. KP -_ SALON L VC s - - AUDIO VISUAL LEGEND SYMBOL DESCRIPTION ;I x. , ❑ AMP SOUND SYSTEM AMPLIFIER , , _ II I —I ❑ CEILING MOUNT SPEAKER - I I ,I I VC WALL MOUNT VOLUME CONTROL a I I L I NOTE: "I I" PROVIDE SEPARATE SOUND SYSTEMS FOR SPA & SALON. MD MD � 4 ch .`TKIE I•; BEYOND BEAUTY Sheet of ELECTRICAL A/V & SECURITY PLAN HYAMIS MA STONE RIDGE CROSSING 68 CENTER STREET N/A A JOB NUMBER HYANIS,MA TMC 7.09 III TURNING MILL CONSULTANTS,INC. Designed by ` M.F.J. SCALE DATE DEVELOPERS,ENGINEERS AND CONSTRUCTION MANAGERS - Drown by M.J.S. - 68 TUPPER ROAD,UNIT 3 Checked by F.M.L. PO BOX 1159,SANDWICH,MA 02563 PHONE:(508)8884383-FAX:(508)8884246 Approved by : F.M.L. —1'—O _ 04/11/07 32'—5" _ 12'-9" — 7/0 7. C."!�" 7 � Wla/V ✓e yf ELECTRICAL SPRINKLER METER ROOM 8'-9" o O , 9'-6» 24 6" - i LOCKER O ROOM .. ILL MULTI URPOSE ROOM PULL—DOWN 9'-6 9,-0" STAIRS MULTI RPOSEEl — — ,.. — — — _ _PEDICURE R LOFT/STORAGE F 9'-0' ABOVE 2X6, 16" OC f � I -.MaLL�L:?.NSF— — — �o4dL RPAsE= — _ — D — 31' 0" $0'-0° HC BATH LEO — — . — — `- RECEPTION - - — OFFICE MANICURE BAR 1O'-6" BREAKROOM/ STYLING LAUNDRY D, �W 24'-6" 11 —0 CALL CENTER El OF 414 1A.1 A-1< SITE NAME SITE •REV sheet of .. BEYOND BEAUTY STONE RIDGE CROSSING t ( 3 PROPOSED FLOOR PLAN HYANIS,MA 68 CENTER STREET N/A C, JOB NUMBER HYANIS,MA TMC 7.09 "irk - 1lSS�?'.�.'-'r254' ,:i54\" °-Ao ?d! ;�COST SIGN 8 &BASINS A.P. o J.00tl6� ANDJCAPED ACCESS NO AREA REQUIREMENT p� "y TELEPHONE k ELECTRIC POLE MR DUMPSTER 20'FRONTAGE REQUIRED 0 1 TIMBER RETAINING WALL Q O p SHRUB 0(n �T Oha s CONCRETE RETAINING WALL - 0 2 0 vo"4, 0.22'a LOCUS MAP 1 RICHARD E. 8 BARBgRA BEARD SCALE 1 25,000 3536/101 . l� C.B. fND. 143/1, OFF WOOD FENCE S6921'05'E o T SB921'05"E��—�1— I TUTTV-71,11 _ —_ C.B. OFF1 BUILDING ` 76D.00' u u R 15 spaces Tl TI -I �1 �:o 1 ! �U1dSTER W z r- C.B. FND. I c N B DKEN OFF - 7 spaces 16 spaces 10 spaces LOT� 2 _ _ _ RIGHT OF WAY 0_W �— 2 spaces _ 5IDE 42,409 S,F, �i BUILDING iav1 0.97 Ac. — NAIL— \\I I I — — — BUILDING x a ti11D.I I \ \ 1 9 U � BUILDING 1 O L c _i Q 0 SIGN ON BUILD. \ I CAPE COD STORYLAND J 6 BUILDING ` .PARKING IN REAR.► \ i / —_--- ! �. —� 5.17' l'o WOOD CURB ENTRANCE � - .1T ------_--- �-� x o sc PAVED DRIVE PAYED SURFACE I 1 w Gr l ------- W `n1P # 77,4ASPHALT CURB $�`,�� CONC. CURB ——— ——— i I STK. SET TRAFFIC LIGHT >Z W LOT I s N o E, o 2.08 AC. 0 y D Vl D� JO y O b n CONCRETE 'RETAINING `,TALL STK SET # SITE PLAN OF LAND N o SPIKE � _ 149.a5' , IN _81•46'O6'W r 76.26' 'I STK SET (HYANNIS) AUGusrAr Cl0UTH1ER_-.NICKERsON w Sss5Tz6'W EMERSpIN - Eli S Ei BARNSTABLE,MASS. CTF. 29a57 FOR STEVEN R. FEDELE TRUSTEE OF o A TOTAL OF 8 LIGHT POSTS ARE SH WN AT 3-1500 WATT LIGHTS EACH. ® = CHLORINE STORAGE-DOUBLE CONTAINER. TORYLAND REALTY TRUST TRAFRC LIGHT TO BE ALWAYS RED TO PREVENT EXIT IN ENTRANCE LANE SCALE! 1' = 30' DATE, APRIL 21,1998 ��G a TRAMC LIGHT TO BE ALWAYS RED TO PREVENT EXIT IN ENTRANCE LANE BAXTER & NYE INC. PARKING GA n A'npN REGISTERED LAND SURVEYORS of E';_F'„ BEAUTY SALON = 1400 SO. FT. = 8 SPACES PROFESSIONAL ENGINEERS Z05SE�`% FRAME FACTORY - 1600 SO. FT. - 9 SPACES SUB SHOP = 42 SEATS=14 + 5 TAKE OUT+ 1 EMPLOYEE = 20 SPACES OSTERVILLE,MA - WAREHOUSE = 2000 SO. FT. = 3 SPACES OFFICE = 700 S0. FT. - 2-1 - 3 SPACES OFFICE = 500 SO. FT. 1�1 2 SPACES RENCE: BOOK 7996 PAGE: 39 0 45 TOTAL PARKING REQUIRED 49 SPACES ARE SUPPLIED #92009 __J 04/21/2010 10:14 FAX 508 790 6325 WATER POLLUTION CONTROL Z 002 O / I 6 Pavel 154 tree — rn ti is ��ieet � ;i i Or•�VAF 159 #19 File Edit Tools Help Prerequisite Dept hJeeded B} n'pproved b�� Status Comment 5h F Status 0 f.• gg�g ; Z: 'IT. S ,1 �, 1-edit Histari FIRE 6300 01 lc�20kr- DB:,':R .,'.PPR HE.,.LT -6500 ltl. 1 :`HO-� DST.,. '.PPR TO'V' N SE'{;vER PER D.-"VE A.NDERSOI`% P LA.NtJ =100 1rj 1-'ALBS TB RC- :,.F'PR OK PER. ELLEPJ S:,'.S SF'ECI:,.L PMT 2 SITE 6303 1 17..."20H ES'14'1 :,:PPR SPR 033-0' T:,X 83 0 11-18.,200S S S H E P,PPR RK 6300 1G. 17:L 43-3 S S H E :,.P'PR :Prerequisite ICONS-CONSER'U:ATION DE.P,;RTMENT Needed by �ctianty ,e �PP:RO''J,.L Inspector FSTE .. STEPA.NIS, FRE'D Responsible dept JT,701 -CONSERVATION Inspection type Status .n.PPR-.APP.ROVED reference - 'pplicant resp I ' date Comment code Approved 1{h.''1 f`r2� p _ 1 :18 VVorkflor;approved PLAN SEPT ir,2003 BYC.FIELD Text 1El I® 4 -fir -- - -��- 1 U V� TOWN OF BARNSTABLE i L-0CATION j2gN�.g ST SEWAGE #R51- 4wf/ VILLAGEf�/ ��df� ASSESSOR'S MAP 6z LOT INSTALLER'S NAME & PHONE NO(?4jy r; SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) —� NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER o so -y DATE.PERMIT ISSUED: /� - �-/ DATE COLIPLIANCE ISSUED: I j VARIANCE GRANTED: Yes No b n\ �e , k .r 4 No.. :�...... Fps...7 '.:."'....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Ou''V......... OF............ s,�' -j - ' ..... Applir�afilata for Disposal orks Cnayat.otrurttnatArriati� �xs.E- 77cnq? Application is hereby made for a Permit to Construct (&-�"or Repair ( ) an Individual Sewage Disposal System at: ...�F........ .? ......5�._r'"._ �� ---------------------------------------------- /S o.V A?H s.=iA88 o6a% dyss or Lot No. --- .-•-• -'� .g�--.-m-xr........................................ 6.9. ca .. f�c�' - -----.....V_Z'--............................. wner Address oy ,-� Installer U Type of Building � �'� Side Y.o� -'-------------•--_ feet �-, Dwelling—No. of Bedrooms....................._......................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. 9 Septic Tank—Liquid capacity S"gallons Length---/V ...... Width.e.2.P __- 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 No. I................minutes per inch Depth of Test Pit.................... Depth to ground water_.___________-__---_-__. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+ -•--------•-----------------•-•------•---------•--------•--•-•----•---•-••--------------•--•-•-----...--------..............--------------.....-•-•-•--•---. 0 Description of Soil....................................................................................................................................................................... W U ---•-------------------•------------------•----•----•-----------------------------•------•---------------------------------•----------------------•------------............................._.......... W x ••---•-••-••-----------------••------------••-----------------------------------------------------------•-------------------------------------------•------------------------------•----•-•-----•-•--••. U Nature of Repairs or Altera�ns—Answer when applicable_______- --------C- 7........................ Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i t I r"TTLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued by the board of health. S, Sig --.� _. �..-----••-•-•-•---•-•-•--- -.&Date l Application Approved By-•-----•-- • .......... •• ---•-r .. Date Application Disapproved for the following reasons-------------------------------------------------------------------------------------------------•••--.........._ ----------•-----------------------••--------•-......---------•-•-•---------------•------------............-----•----•--•-•-•--.._..--------...--------------------------------------------------••---•--- Q9 Date Permit No........U-4.'-.. _41.......................... Issued...................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH�t!l ........O F....... ................................ CWrtifiratr of ToutpfiFattrr THIS Id TO ERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( } by.... t ----•-------•621.1tte1r`----.......................................................................................................................... Installer aL----•--••----- -------c_a - �� - .-cr1 .-•------------------------------------•-------------------------------------------- has been installed in accordance with the provisions o i y 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...... 9-._ V/..__...... dated...........:.................................... THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................................................................---- Inspector.................................................................................... DD THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 0F........... 'M .. . .? ...... ................. Applirtt#ion for Disposal Works Toustriirtion rrutit"cy's Application is hereby made for a Permit to Construct (�or Repair ( } an Individual Sewage Disposal System at: ---------------------- !4�'�✓ i+la�IttrEa�ss or Lot '�o. r , ............. _. g�'-`,........................................ fi e''�..-........fir.r........................... wner Address ............................... e� i1..�...1.$�'....-_ Installer )i♦ _ ' �, ��7J � a) Ad s U Type of Building Si a q. feet 1-, Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder"(' ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) d Other fixtures w Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity gallons Length___ /!__.____ Width_e.2. ._ Diameter________________ Depth....6_ 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- aPercolation Test Results Performed by.......................................................................... Date--------------------------------------- Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water_---____-___-_____ ---.- (� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---____-_--__________--. ----------•-------------•••---------•----------•-----•-•-----------•------------•------•--------------- •---------------------------------- •------------------ O Description of Soil........................................................................................................................................................................ x U --••••••---••-•--•---•------------••--•------•-••••-•---•--------------•--•-••••-•---------...•----•--••...---------•--••-•••-•-------•-•-••-=-•---•••................................................. w UNature of Repairs or Alteraapns—Answer when applicable.........�W_�7_" _._._.._�*rf e ,,��'_______________________ =�'� - ..•• ----t'�. 7" . ll_s� -------•---_. `r=-•-•-••-••••----•----•••--•--•-•--•-•...----•••• ........................................... Agreemen The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iT'i'IE p .5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued by the boar of health. Sig - ------------------------ --z1- Date Application Approved By e ..... = ---------------------------------- --------- - 'b"mv J Date Application Disapproved for the following reasons:-----•--••-•--••-•-----------•--•-••---------------•-------•-•----•-•------•--•---••-•-•----•--•--•--...._•-••-• ...._...--•---•----------------••-••--------......•--------_.... Date Permit No.------- Issued_.. L4_y THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH�// OF...... f`,^ ................................ Trrfifirtt#le ,a Tout Iittttrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) bytn ..-•------------------------------•-------....-----•-•--.........--•-------._....-----•----------...-----•---------------- Installer 1. at v�r% --------•-------------•---_-_-_--------------•----•------------------------------- has been installed in accordance with the provisions o ifC 1I IL 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No-------- _,;._�f___.___. 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 oF........... - -o Qe.................................. �.. �Gt... ......... ma's NO....�7._ f FEE---�S Disposal Works Tonsfr iorn rrmit Permission is hereby granted.. f� ...._ xar✓�-•-•-----•-----------•--••-----------•-•-••----------------- to Construct ( ) or Repair ( .4—an n ividual Sewage Disposal System } rr: ; `az ------------------------------------ at No•----_--------_--------- cf------ - ------.•._ � t w....._... as shown on the application for Disposal Works Construction Permit No.__ Dated.......................................... ........................... :.._ -----------------•------•-----------------------•-- �- Board of Health iDATE................................................................:............... l - FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS t TOWN OF BARNSTABLE LOCATION (3rvZZf q)� SEWAGE # VILLAGE ASSESSOR'S MAP & LOT /1' INSTALLER'S NAME & PHONE NO.0-4 f.? 1—,crg SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (sue) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATERS BUILDER OR OWNER Fd RE,L/.j;� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: G l 2/? ' C VARIANCE GRANTED: Yes No ,- � � 0 �y 1 { �, g �-�- ` J- No...:. 0... Fim.....7�p."�... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1.�-- .........---OF...1-3x,� 2Z7_4�A z"---...-.... ApplirFatiou for Bispas al Works Tnntitrur#iun rrntit. 6A"e0 z imp Application is hereby made for a Permit to Construct (A_7__0*'1 Repair ( ) an Individual Sewage Disposal System at: r }�---- s`sa.r QaGit�uv ----- _..... or---I-ot--v--- .------------------------------------------ o ....--------•----•------•--..._..----•---•- W R caner s a .� -_6...... 'Z---------------------•--•----•- •--......1�`.... Installer %� XR LeZ'�Uress Al *9S=, OA4,3 Q Type of Building fJ - Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............=.....:....................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ............................ . W Design Flow............................................gallons per person per day. Total daily flow.............................................gallons. G: Septic Tank—Liquid capacit sagallons Length._rg........ Width...12__W.. 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 Distributigp=box ( sing tank ( ) a Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Gr, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.___-__--_----.--_--_-_- •--••-----•----•--•-••-•---•---------•-•--•-------•-------------------•-•-----------•--------.....--........................................................ 0 Description of Soil--- =................................................................................................................................................. x +J W UNature of Repairs or Alterations—Answer when ?------------- '�"-y_� ........... a ......................... ..................f.•------------------•---•----•----•----•••---------------•----------•--••------•--•-----•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TT/'1�•�• l: t I.LL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b sued by the b- ealth. Sign ----- ---------• --- ............. ...4Q o71 Date Application Approved By---=--------- •&�.^----- --------------------------------- ....... 1 'L/-' '41 Date Application Disapproved for the following reasons:................................................................................................................ ...............................................0-----•--•...-----•-------•---------...-------------•-------------------•-----••-•---...•--••-------••-•-•-----------•--•---•---•-------......--•------- Date PermitNo.------�a---o -----•--------------- Issued....................................................... Date TH:E COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1.... !'h.............OF............. eX1S.................................. Trr#if iratr of ToutpliFanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( } by---f ---�� --•--r? 1�s'L� - -----------------------------------•---------•----------------•---•-•-•--•-----•--...---------•----•--------------- /� Installer at------.... -•tom` d -r___5; -------.........Al d------•------•---------------•-----------•------------------•-------------------------- has been installed in accordance with the provisions 6bf TTLE I ` 5 of The State Sanitary 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................................................................................ Inspeact ................................................................................... No..??....,%D THE COMMONWEALTH OF MASSACHUSETTS , BOARD OF HEALTH -------------OF....�, Appliration for Disposal Works Ta ustrnr#iu rrntit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: �/✓ /l+.o+I�. or Lot No . Owner F''d � 15......E . --•----------------------------- sA � � r ---- - - Installer W • u � �K ress �$S........02.(� . Type of Building" .,.- �'f Size Lot............................Sq. feet Dwelling—<No. of ,Bedrooms............ ................................Expansion Attic (, ) Garbage Grinder ( ) aOth' `Type of Building\---------------------------- No. of persons...................'._'._._ Showers' ( ) — Cafeteria ( ) Other fixtures -•------•-•-•----•-----------------•-•••--------... :--••---- ------- ---- -------•----------------•---. w Design Flow............................................gallons per person per day. Total.daisJflow.............................................gallons. WSeptic Tank—Liquid capacitya f2Zgallons Length._I�.._..._. Width...6_:.rD__ 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 Distributi box in tank ( ) aPercolation Test Results Performed. by......................................................................... Date........................................ Test Pit No. 1................minut`es per inch Depth of Test Pit...........n.___:c_ Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water--__--_--__-____-__-_-_. 9 -----------•-----------------------•--- .................................................................................................................. DDescription of Soil.....w ?n!!--"-`!" ------------------------------•--•--•--•--•-----------•------------------------•-------------•-------------------•---------------........--- x U •--•-• w V Na e of Reps or Alterat-ons—Answer when applicable...�,/ME3,��,JJ.ei�r----_•-•_-__�" 'r .....__. 'i�.r 1"�...••----•- kr�►Ja�'-------- ,IG <-------------------------------------------------------------------------------------•---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T i 1..E 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b sued by the bo' eaA. �► r q Sign : ... .._.. `"1nr......... Date Application Approved By....... .. � v`�-"` :... ................ ----•--•� �/'---y-�---- Date Application Disapproved for the following reasons-...............................-................... --_-----------------------•-........................ ...................--....................-.......... .............................----........-.............................................................................------------ Date PermitNo..--- ------------?41--------------------- Issued.............-........................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ .............O F............ a.z�^'' X�i`(.................................. Trdifirtttp of Tomplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by-----------�,_-�lr a �.3._._._.1 � t L�N.......................................................................................................................----------- Installer at z_j------- ........ . �`�-,��..s� �_�--------------------------------------- has been installed in accordance with the provisionS`{�f TITE�LEii 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.......�3_,/�'`_:__ ?.._.. d-ated................................................ 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 k �� ....................................... ^� NO.. {..:. FEE.0/.�'Disposal Works TOnstrnrtion Prrmit Permission is hereby granted------... '...a.....Cc?._ 1.....a. ................-fP- --_________Z___1................................ to Construct ( or Repair ( ) an Individual Sewage Disposal System at No. a: --------•-------------- ---------------------------- ---•--•-------------_----_----------•----- �&= Srreet <,�, as shown on the application for Disposal Works Construction Permit No.V.,AO!-__ Dated.......................................... ............................ _`>..........................-.......•--•.................. DATE..................................................----.......................... Board of Health - FORM 1255 HOBBS & WARREN. INC., PUBLISHERS i rJ aAP)rtA a�"O�rO� �f✓'0 .nr�i� (OS 'o loll a sn M .—. .:.4 _ ti .....••"^'�^ - - - ICI /•' i•�m"'� e+ �e` it . tub el ' djo L4 P VS1 t9d ; 1_ n {li f� ► 1 A. or IYD =r '♦• r,' / ' BENCHMARK: `'--_ ♦• ' ` ') TOP OFiCONCRETE ` _n�- tE�AENT /r•�" / / /r -------- r'---------------------------- BOUND IL.=35.23;- CHAIN LINK FENC P - •� f` --�`-- •� _. �j 4t„« ----w+ CHAIN LINK FENCE •` C'�n� 11 � rt T AND SMH O .�({{ « • -. _ / / • "" p -- nM C1'Y fl,SY -fi{ d,„ - 's. >is WW-..-__-__^_'Fr•k.,. ► S RIM=28.68 ' ! ! \.`GF!^� o t _>,� _ -________-------- - __ROOF------ ---L-- ---------- ----------------------------------- ---------------------- --- ---------------__ -_---------------- ------------- i�T /Ar J� UP L r r f i � /� '♦ f r f . _ ft / r �►. I' . :`4 GUYCB ! / ♦. '� \ ;/ !, ♦• 50' RIGHT O'- WAY ` BITUMINOUS PARKING CHAIN LINK ► J� ' \a, / :!! ♦ i f TO CENTER STREET FENCE DI MPT TER � ► � � ♦, ENf SI R' S 1 b elf ,, r v(( �I ♦ 9 `• ` ► tw A I r OF AGI6 SMH c s / / / - y~\ I ♦r♦r `--------BLAND-------- i } ¢ G� << MARK D. yGN �\ a DI86 ! �p �F� ► CIVIL RIM=28.32 h ► '1 `i ___•�• ---------------, I •` tCn INV a=21.94 �i \ �\ t\ ► _ r------------- ��--- 1 ` ! N0.45937 INV b=22.07 �6, �■ r I t .09 9�. �O Q ' l t C. r \, O /STEM t� INV c=22.02 \ a \ \ _� EXISTING BRICK BUILDING �'� t Fsst G�s� \\ DMH / 1 ROOF�G';/ERHANG N b RIM=27.90 `� o / \ `y INV a=23.15, BI^ +.�!^1^LrS P-?''Mf •`•♦. i �� , �p • t DMH ---�� \ a D INV b=22.36, t ♦• I EMET �4`' tr RIM=27.73 •G Q �� ♦. I CB INV a=23.76 •/ o os c '<., INV c=22.75\ ,I ENE+ •� r T '}P RIM=30.07 k1 �n H ,f I r •.` BITUMINOUS PAVEMErt, INV b=23.93 j c o f `� C'% �� _ M=27.46 ! I I INV=27.24 INV c=23.68 t}PT `�, a D �\ d'= `� ,S►GN I V a=23.41 ;� t L`= -.` GEIY }. �L v, INV d=23.88 \ x ;, �Q d `c C'i 5% '� I V b=22.41 }I r i '♦� EMET � IRE 0 � E Q 4�11 tt`Y � r ► �r, I MARK DIBB DATE I V c=22.36 I `�, WG V _ � . ]► `��< '� , t ♦ e BIn}Mlrlou, PARKING la CONC. o,�„ PROFESSIONAL ENGINEER S CB \'t 7s9 , \ \ ' I `♦ O 1` °- 04D RIM=27.56 ". \\ I i INV i ~•�• , i # O it'd LCB i 2- t Imp\' d0" �_\ v i `• t=: EXISTING BRICK BUILDING; •♦ `��P° i # RIM=27.26 I 1 S •♦ p t V ► b \ I 4 t F,F.=30.00 ♦• RIM=30.39 LDMH t' a! \�^ \ p f ♦ INV a=26.61 RIM=30.44 t ��; # ,� ; `� MIXED USE \ ` \ c INV b=26.54 INV=26.54 d t ► 4` < � 1 �♦ SMH \'�, s \ r� ♦.♦ RIM=31-31 a •� DEVELOPMENT INV o=28.08 t "♦� SMH p r 1 SMH SMH -•�`- ♦• !NV b=27.98 /r t I RIM=29.53 ♦r NV a= 7 7 i ► 1 R1 tt4 '- - f RIM=29.55 � G a 2 .3 �'S t � � ► � �G s ;I INV=27.82 INV=27.82 ---ROOFOVERHA ------ 1 �O/✓�•♦r �r --- ---- --INV"6=ZT35 GREA E QyG ! 3 r 4 ► ROOF OVERHANG ► p ♦ t -ISLAND INV-c=27.5,2 TRAP ► /N`f�� 3�7' r 1atITH SECOND STORY D=CK 1,q •♦ `�--_ __ -tNV o`=27:52 s ' � ► v 8 CENTER STREET ti, cb, �� ;,(, ► METER `` ».-_rti �_- - • __ -« p .-__- -------- 4/.ST�J�pl 17 INV e=27,35 5 t `r� -_ �f { _ �-! c = --rne- a- +01 WG r ��. • /; NOTES: .\ \.. o " _ _ ___ - --�-- -- _� s ------------ CONSTRUCTIONSMN -"'�- --_SMH 2 ♦ r c r U r ;.✓ b y�_W=.-_= '� ----* WG 2�` `/c 1 ► RIM=29.56 RIM=229 "-----W- `♦� 'SMH 9 t j �N d �^ \ \` cti \ ;. ,. S t _ SMH_' --- ______ �, �G FRIM=31.27 'tG BITUMINOUS DRIVEWAY INV.=26.06 M •�ND RE T RIAM WITi V.71 -' r t Q i 1 1. IN GENERAL THE PLANS ARE DIAGRAMMATIC AND ARE NOT \ o- GREASY RIM=29.80 "`- RE OVE SE I r t NDIRECTION O , ' i) GREAS RIM=29.4 -TRAP INV.=26.61 `-, CONIC SECTION FLUSH IWITH HYAN N 1 S , INTENDED TO SHOW EVERY FITTING. CHANGE I . R t s LDMH `' = 8 EDGE OF Pa EMET -------------___�,,1 ,,, IDEWALK t �'A A r DETAIL OF CONSTRUCTION. \ _ ti-*r TR INV-25.68 ----- -- - EDGE _ . _ p--- _ _--_____ ---- -- - ------ - S'- - 1Nt'y t / \ i � �\ r RIM-28.03 S w ?� -`6� VC - �� o \� --__-- - -- ------------- s ------------%s- sa�2- ------------------ - , �� _ ��': _� i MASSACHUSETTS 2. THE CONTRACTOR SHALL GIVE ALL NOTICES, COMPLY WITH \ �\ ;,� LP.8..._. S/ s --' �1 Z S �_ y •♦ ► ALL LAWS AND REGULATIONS, OBTAIN ALL PERMITS NECESSARY, _ �` CB r- 6'X6, LEACH T W/2 STONE S/ s S s s 5 c DECK i i (BARNSTABLE COUNTY) AND PAY ALL FEES ASSOCIATED WITH THE INSTALLATION OF THE RIM=27.05 / 5 6"PV s---- ` •� ��; i �'„ � \ o � RIM=26.40 s ROOF-s_____--s-'-- - WORK. p. �\ p INV. A �24.0 s �� -�---5 S s �'* \ yt., �`�," ♦. i ' U r = s s S \ INV.583 23. LP �T'C j •�►�♦ ,n F p I 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, ° SMH - � /" `♦ ,. - �' _ � .T a N F P SANITARY I 5 - - P . L9 I TOOLS E IPME T- U_ POWER, .__ . _ R M 26.� - -. _ ,- _- - - _ -_._ . ' _ r,. _ ... - - _ ►n': SU E . SON.-TOOLS.-EQUIPMENT.- �-. ,, - : \ / INV-24.82 -_..,. ... .;,.�,: �- <-. ` MH F THE FURNISHING n,IN \ 0 6 FACILITIES AND INCIDENTALS NECESSARY OR E .. �. .. 2 _ , ,..,,.., .� , � -s:: :�, <' r ► U I i LITY P��V -• ._ t r . � . N TART-UP :AND .COMPLETION .OF:THIS--, \ 9 IN - t CB 6 RIM= 5 - Yl ► PERFORMANCE, TESTING, S r I = A t HYDRANT �i � •, � SMH 1 RIM=29.00 7 . INV. 23.71 : t , s `+VOOQ FRAP+e, '� f,♦� ! WORK. QMH 4 , ,INV.=24.15 b S=1r°G `�_�,% RIM=29.66 ,q INV. &�23.71 \ BUILDING lci J .�• RIM 26. 9 c�\\ - \ INV. 25.37 ! '� _ �S INV. C =23.71 • \S � , :,:� `�; - 4. THE CONTRACTOR SHALL TAKE ALL.NECESSARY PRECAUTIONS. INV o=21.94 ��-`---- p DMH FOR THE SAFETY OF PERSONNEL AND PROTECTION OF PROPERTY INV b=21.69 \ '� " \ a 2' CLA �.. N S� INV. C =22.84 112" ADS PROPANE I ♦• ' RIM=26.34 ly t ? r AT THE SITE ADJACENT THERETO INCLUDING, BUT NOT LIMITED INV c=21.77 d r \) b t INV a=23.04 INV.=24.08 0• �♦ TO TREES SHRUBS, LAWNS, PAVEMENTS, ROADWAYS, , ° 5 \ TANKS BASEMENT r D r INV d=21.64 � ' oQ �, .¢ � � WALY, :,!� j � ' •fit \ d \_ INV b=21.06 9 .� STRUCTURES AND UNDERGROUND UTILITIES NOT DESIGNED FOR 1 a G� I'S4 \ , W V c=24.14 ROOF DRAIN (TYP.) r t� \ J r ''*�, II ► 1►" DUNE 15, 2006 0A = \ \ \ / 12" ADS 057 D 12 \ I! l; r ♦•♦• REMOVAL RELOCATION OR REPLACEMENT. b INV d=2 * �0 i - ' \ \�, a 1 12 CMP ° pF�, �� « „• . 6 SMH INV.=25.05 \ ---" '- '`k ``♦• 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ti _ ° ° I a d RIM=26.86 5 • _ B 24 f = r' ' b \ \/ oJ• ._ . \ \ �. PERFORATED t� I ► ca t MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES N i { INV a=23.78 INV,=25.20 5 _ OF CONSTRUCTION REQUIRED FOR THE INSTALLATION OF THIS CB 6"A TAPPING SLEEVE W/ '�\`� • INV b=23.7 �' S PQc� S�0 \ \\ D ( ') 'vc al �� ► •`•♦•♦ WORK. 0A 26.27 GAT[' VALVE \ r I S INV.-25.04 �y ., \ r ci► '� INV o=22.42 \ �• p b ' 1 500 GAL GREASE TRAP ► 6. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND INV b=23.65 �` - -. ��,' '`s\ � �. � ��'�• �C 5 � INV.=23.68 -.`. '\ INSPECTION PORT IIr� , OF GOOD QUALITY."r� ►�'q \ \ '. ' P SEE DETAIL SHEET 10 OF 10 12 ADS , . CB 5 \ c.. ` s SMH 4 DROP '\ 6 WYE = r w PROPOSED 70 X 40 LEACHING r� z FIELD2 (10 ROWS OF 24 DIA. 1 v', 5 5=196 RIM 28.33 \ (TYP.) jt '` r " \t r�� C� r RIM=27.80 �, ,��i.� �i iu I IV V. a=24.31 a INV.=, .79 NV.=23:8(u\ \ ;` 4 ! PERF. ADS PIPE INV. IN=22.60 7. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM SMH `. a ,V, `, CROSSING "'� I:R, G► ) THE ACCUMULATION OF WASTE MATERIAL AND OTHER DEBRIS \ . b=19.00 ,,�► BOTTOM OF STONE N0. DATE DESC. WORK. NIV_ =1 SO � S \ ° `' " c� \ \ t ELEV. =20.60 RESULTING FROM THIS I a 5 INV. 24 Ci=20.67. . � \ i� 1 7/06/06 REV. PER SITE PLAN INV b=18.10 c}�� , � `' �\"� \ \ 8. ALL PAVEMENT MARKINGS, IF ANY, DISTURBED BY TI SHALL BE RESTORED AS PART OF THIS WORK. 26.90 REVIEW AND GROWTH MGT. CONSTRUCTION `\ x SIGN 12" ADS 12" ADS \ i r i L q /L O6 `v z wRro e j �lLiO*3 AV 9. THE CONTRACTOR SHALL INSTITUTE ALL SAFETY MEASURES PVC.WYE TIE-IN W/TRANSITION ,-1; _+\` Ac, 12"\ DS S=0.59G \ �►z l' r APp NECESSARY TO PROTECT THE PUBLIC SAFETY. THIS SHALL PIPE AND REPAIR COUPLINGS t s +� _ _ INCLUDE. BUT NOT LIMITED TO, BARRICADES, SIGNS, LIGHTING, PER TOWN OF BARNSTABLE DPW /� S 1. m FENCES, POLICE DETAILS, AND ANY OTHER MEANS AS DIRECTED. REGULATIONS ` ` . RIM=26. . B C / \ PROPOSED 80 X 20 \ / 12" ADS ►`4J 1 NO TRENCHES ARE TO REMAIN OPEN OVERNIGHT. INV=18.00 (VERIFY IN FIELD) L UPT \w INV= D \ LEACHING FIELD #1 (5 Lr I ,�► �� 1 A \ ROWS OF 24" DIA, PERF. \ 10. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE UTILITY NOTES: (CONT.) 'c �� o \ f31M' 28.25 \ ADS PIPE) INV. IN=23.80 P#2 rw w t r ONLY AND WERE COMPILED ACCORDING TO AVAILABLE RECORD 9s \ �` z INV. 4.15 LP \ BOTTOM OF STONE FROM THE VARIOUS COMPANIES AND PUBLIC AGENCIES. ACTUAL \ \ TP,'3 \ ELEV. -21.80 C �112" ADS r t 1 LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE 6. UNLESS OTHERWISE NOTED, ALL EXISTING UTILITIES\T>j1AT`+\ \ ``\ °o N, \ \ B A S=0.5% e► DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFlLLING, SERVE EXISTING USES/BUILDINGS, INCLUDING BUT NOT LIMITED f s DM 1 \f GRADING, PAVEMENT RESTORATION. REPAVING (Nt OTHER TO, DRAIN, GAS, TELEPHONE, CABLE AND ELECTRIC SHALL BE a_..� �� r� RIM- 8.65 DMH g \ \ 12" ADS ' CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED PROTECTED. THESE UTILITIES AND OTHERS THAT SERVE;\ I� INV. A 24.05 RIM=27• N \ S=1y D#MH 7 I Qp i INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS ADJACENT PROPERTIES SHALL REMAIN IN SERVICE THRC+iGHOUT �� N ` INV. 24.05 INV a=2 0 q \ \ - RIIM-29.50 ` `¢ JI t i PLAN, SEE CHAPTER 370. ACTS OF 1963, MASSACHUSETTS. CONSTRUCTION. ( \- \ ^ INV.(C)" 3.95 x IN b=20- ;i \ \ #HIV. A =22.86 ' �--- CALL "DIG SAFE" AT 1-888--344-7233. BSC ASSUMES NO \ ,.. 2\ INV c=20.1 \ RESPONSIBILITY FOR DAMAGES INCURRED AS. A RESULT OF 7. ELECTRIC, TELEPHONE, CABLE, AND GAS UTILITY SIZES, AND \ ` \ �* 27.12 \ UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE)WITH CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANtE>. \ \,' \ °` \ r t DEPARTMENTS MUST BE CONSULTED. \ * O \ 90 r r '' PREPARED FOR: 8. THIS PLAN HAS BEEN PREPARED AS A SCHEMATIC 11. ALL METHODS AND MATERIALS SHALL CONFORM WITH THE REPRESENTATION OF THE PROPOSED ELECTRIC, TELEPH(NE, GAS \ �f• RIM ; \,6 U� o DMH.2 INV,�„�4,60 \ \ NIV A ffi 4 3 �\+ r �' CODE REALTY STANDARDS AND TOWN MAIN AND WATER SYSTEMS. IT IS NOT THE INTENTION OF THIS \ \, ti �\ o \ 29,80 CB 7 '';i � ' BENCHMARK MASSACHUSETTS HIGHWAY DEPARTMENTDRAWING THAT EVERY DETAIL, DEVICE, ITEM OR PIECE OF =2 .0 I - 4 HYDRANT723 S2 SHIPS EAGLE LANE OF BARNSTABLE REQUIREMENTS. CONTRACTOR TO COORDINATE I AND APPROVAL ZST BE ` �� " \ \ \ INV.(8) 23.93 R M 28. 5 t r TAG BOLT WITH THE PLANNING BOARDS AGENT REGARDING CONSTRUCTION EQUIPMENT BE SHOWN. FINAL DESIGN \ INV.(C) 24.03 INV.=23.02 f OSTERVILLE, MA OBTAINED FROM THE RESPECTIVE UTILITY COMPANIES F(<R \\t�\ � , �y � " \ \ ; ! `� f ELEV 37,23 INSPECTION REQUIREMENTS. \ a \ 5 CB 4 r 02655 LOCATION OF TRANSFORMERS. CONDUITS, GAS METERS >ND � o / ` \� 24 PERFORA ADS INV.=24.08 .. ' t UTILITY NOTES: CONNECTIONS TO BUILDINGS. l �+�, �'� `�'� \ \ �'� n \ �? RIM=27.85 _ . . ^� �i�• i a `� v2 12" ADS \ // D C G INV.=23.55 .- I ; 1. PRIOR TO RECEIVING AUTHORIZATION TO CONSTRUCT, ALL 9• AT THE COMPLETION OF OPERA THE CONTRACT"OR \� A r �1t :_ FIRE DE>'T AND RECEIVE SHOP SHALL BE RESPONSIBLE FOR CLEANI?K4ALL,r NtW AND EXISTING �� B G 1 SPj SpG •"_ . ► � WA-7? SPRINKLER MATERIALS SHALL MEET THE STANDARDS DM •• •• •• •`• . • • ;IBSC DRAWING APPROVAL, BASED ON MANUFACTURERS DRAWINGS AND DRAINAGE STRUCTURES OF SAND, SOIL OR OTHER DEBRIS. \ \ \ ¢ 27.12 RIM= 7.53 " ADS • Gam` '� O %'rt'' ` ' ' ' ' ' �ti./ P OTHER DATA. •' / m INV a 8.99 " � � -' _ _ . . . . . ��..: .... . . ► 10. INSTALLATION AND TESTING OF THE WATER MAINS, SERVICE �2" R� s2�, INV b= 48 12 ADS -f_ �--" G ��O ;LP % i HYDRANTS AND FITTINGS CS - '\ ° / .�s r INV c=2 3 G S=0.57: G 2 v r f Street 2. ALL PROPOSED STRUCTURES. PIPES OR UTILITIES CONNECTING CONNECTIONS, GATE VALVES/BOXES, , 349 Main SHALL CONFORM TO THE TOWN OF BARNSTABLE REQUI EMENTS. RIM 26.71\ \ ` o - TO EXISTING STRUCTURES. PIPES OR UTILITIES.SHALL BE F} W - W i Route 28, Unit D ( INV=23.16 LP. �. VERIFIED FOR LOCATION AND ELEVATION BY THE CONTRACTOR 11 SIZE OF GAS LINE TO BE DETERMINED BY KEYSPAN�GAS. \ �� yjP•�' 12'� RCP _.- w w"__ We'ctc.., - EHH i �= I W. Yarmouth, Massachusetts 02673 PRIOR TO CONSTRUCTION. ANY DISCREPANCIES NOTED SHALL BE \ `#r W ._ REPORTED TO THE ENGINEER. 12. PROPOSED SEWER FLOW FROM NEW BUILDING - 4,030 GPD. \ ' N IJGE - f 5087788919 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SEWER NOTES: I \ '� /� \ q u ___ _ - - - ► 1 ADEQUATE RECORDS OF THE LOCATION AND ELEVATION OF ALL 1 SMH 6 x6 TAPPING SLEEVE W/ - u _ _ I` Jr t� 2005 BSC Group, Inc. WORK INSTALLED. THE CONTRACTOR SHALL PROVIDE THIS I RIM=27.20 UL\ C�ATE_.VA`YE "�"'"~ UPT - q',�MEI1T" - - �� J ° INV a=17.90 ' ;- _ "o`-� \ 1 _ c 0� P INFORMATION TO THE ENGINEER FOR USE IN PREPARING 1. ALL SEWER COMPONENTS TO BE INSTALLED PER THE TOWN " " \ ? -_ -,___ -FpG_ 12 ADS ` I �! SCALE: 1" = 20' x2 TAPPING SLEEVE W/ �• �`� CB 3 5=19 t / AS-GUILTS. OF BARNSTABLE SPECIFICATIONS FOR BUILDING SEWER + INV b=17.60 _ GATE VALVE "' _ ' a• CONNECTIONS DATED JANUARY 2005 _ - s RIM=28.55 t NOTED ON THE DRAWINGS OR IN THE b ` _ GG INY.=24.34 t / nxT 4 UNLESS OTHERWISE t / + J 0 10 20 40 SPECIFICATIONS, ALL PROPOSED DRAINAGE PIPES SHALL BE 12" 2. ALL SEWER PIPE AND MANHOLES TO HAVE 6 MIN 3/4 STONE �� INSTALL RISER ONEXISTING UTILITY POLE. i /' ISSUED FOR PE RM ITTI N G ADS PIPE, BEDDING PER THE BUILbfNG SEWER CONNECTION SPECIFICATIONS. \ \ CONNECT�ELECTRIC/TELECOMMUNICATIONS TO / 1 f , FILE: Design\48856-SP w� SITE VIA UNDERGROUND CONUIT. I I ,r NOT FOR. CONSTRUCTION 5. ALL DRAIN MANHOLES SHALL BE 4' DIAMETER UNLESS 3. GREASE TRAP CAPACITY - MAXIMUM 100 SEATS STREET UP IyILpIPtG /r k DWG. NO: 5688-01 OTHERWISE NOTED. 100 SEATS X 15 G.P.D. = 1.500 GALLON REQUIRED, 1.15 0 ~� E ISnr>G gRIC� B �/� k ,' SHEET 5 OF 10 GALLON PROVIDED JOB. NO: 4-8856.00 GALVANIZED ALUMINUM REFLECTIVE SIGN - PANEL WITH SELF ADHESIVE, ENGINEER- GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH GRADE. REFLECTIVE VINYL SHEETING. EDGES SELF .ADHESIVE. .ENGINEER-GRADE. :REFLECTIVE VINYL TO BE DRESSED. PROVIDE SIGN PANEL do SHEETING. EDGES TO BE' DRESSED: PROVIDE SIGN PANEL PRE-PUNCHED MOUNTING HOLES. IMAGE TO 12" AND PRE-PUNCHED MOUNTING HOLES. .tMAGE TO BE BE SURFACE INSTALLED, SELF-ADHESIVE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER-GRADE, `D o ENGINEER-GRADE. NON-REFLECTIVE VINYL NON- REFLECTIVE VINYL N N O -I r HANDICAP ACCESSIBLE HANDICAP PARKING I RAMP (TYP.) SIGN (TYP.) 6"R CIRCLE 12" 2"x2" GALVANIZED STEEL TUBE 8.5' I a WITH CAP, AS PER SPECS r7 ° 8.5"1-•�- R -0. 2" VAN I cy ACCESSIBLE SPECIAL PLATE '+ '� ": `y iv PARKING SIGN (TIP.) SIDEWALK i REQUIRED �ql;�r a !,y 2"x2" GALVANIZED WHITE PAINT 'ao j STEEL TUBE WITH -�{ I-�-5' 4" WIDE TRAFFIC o CAP, AS PER SPECS I--�-1'-10"--•I PAINT WHITE 1" 10" � 01 LINES (TYP.) 1 I•--y-{ UNAUTHORIZED VEHICLES � °D (1 I 1 MAY BE REMOVED AT �� Of N OWNERS EXPENSE .. N LENGTH AS REQUIRED r (SEE STRIPING PLAN) 6" TRAFFIC PAINT 3'_0w (�) ACCESSIBLE WASHER AND 3-1/2" X 2._0» PARKING � 20x2" GALV. STEEL 5/16" GALVANIZED STEEL SYMBOL (TYP..)- TUBE.' � BOLT WITH NUT AND WASHER 1 TIP. -�•� r- � 2' (TIP.) " • �. o TUBE SET IN MATERIAL VARIES SEE ' (TYP.) I I -� 3'-10" CONCRETE BASE j MATERIALS'PLAN, -FINISH 8 4 TO END01 APPROX. 12" DIA.x GRADE VARIES, 'SEE .10 A* 30" DEPTH \�\ \ 1/4 GRADING PLAN -LONE2'-0" 8» SPACER(TYP.) o`'� MARK FINISHED GRADE ii// I _ G j\ 1'-0" WHITE PAINTEDDIBB STOP LINE " cCIVIL_ » T 2'-0" �� (YAN SPACE) 8-0 (VAN SPACE) 5-0 -+-8-0 o VAN ACCESSIBLE 0 �\ 12 DIAMETER X 24 CONCRETE AY �°�45937 J C V i+� n �\� FOOTING, 3000 PSI 4 WHITE PAINT ACCESSIBLE PARKING PAVEMENT MARKING SYMBOL 12" / /` 4" WHITE PAINT (TYP.) 4" N \ / COMPACTED SUBGRADE - - ACCESSIBLE SIGN & POST a• /� NOTE: ACCESSIBLE SYMBOL SHALL BE TRAFFIC PAINT AND (VISITOR SIGN & POST POST CENTERED IN STALL L- PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS MARK DIBB DATE PAINTED PAVEMENT MARKINGS ACCESSI PROFESSIONAL ENGINEER E 81 , ,rh PAINTED PAVEMENT MARKINGS PARKING SYMBOL & , ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SPACE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE DETAILS\lD\HANDICAPPED\HC SIGN- DWG 11/05 DETAILS D HANDICAPPED HC SIGN ELEV .DWG 11/05 DETAILS\LD\PAVEMENTS\PNNTED PAVE MARKINGS.DWG 11/05 DETAILS\LD\MANDICAPPED\HC PARKING LAYOUT (VAN-STD).DWG 11/05 12' 6'-0" MAX. MIXED USE 3" » _ 1 3 PROPOSED GRADE (m'-) ` CONCRETE-CROWNED AT D EVE LC PM E NT SPECIFICATIONS 1 SEE HANDRAIL DETAIL TOP PAINT: SEE LIMIT OF BITUMINOUS-DAMP-PROOFING 3t 8" DIA. CONCRETE FILLED WALK 12* j . 12" GAWANIZED STEEL PIPE 68 CENTER STREET N CATCH BASIN — SEE PLAN �.-. o EXPANSIO _ I 1 MIN' Ba,LARD SHALL BE 48" wz FOR ELEVATIONS _ ova°' JOINT to AB9VE FINISHED GRADE SEE PLANTING PLAN r GRAVEL BORROW �4 -� - _ N N c v • yaQ. w EXPANSION IN ¢ CILo a 1/g JOINT (FOAM) HYAN N i S COMPOST LOAM `� _ = WASH ALL AROUND WHERE NOTED —„ PLANTING MEDIUM 012 - MASSACHUSETTS g� r FINISH.GRADE IN FRONT HARD SURFACE FINISHED i-rra— j Q E.W. :a ' `�' 6" (MIN.} URB GRADE -�-. CLASS B CEM. CONC. MASONRY COMPACTED W �'—3" » GRAVEL T (BARNSTABLE COUNTY) — — _ 4• - ''�'�''� (3500 PSI. 1-1/2 . 5206) ■ '�/ - _ BORROW BASE _ COREDRN.L 6" COMPACTED DE S SOFT C " �• IF FINISHED GRADE I :• ar w s.r ._. .••. ._. . ...... .•.,,.- .:: I - (M C) « DEEP MIN. GROUT ... . .. _.. ..: .. ...•, '.t_ � . - �... SURFAGE..> . . ., — ... . ._, . : _.. .:. .... . .. ..... _�. ... _ AREA tTHEN BRING .:... ... 4_. 0. ,..- . :.....>„ ..:_ .:.::�.- ..-,_... •. .' SUBG ADE 4 . - B G , _..�_ ._ _.. — — _-- P O GRA 1 C. Y. CRUSHF� STONE AT R - . - "8 JOINT TIP. _. �. <--- -.__.�.,- .ram.----- ' -a~t. •.~ -. .:.. RC?P St:A - ..-. � - -=s.,f.,*..:�--y..•.. •. /. 'CONCR F`CQ11NG - I1I I > ! :.sL-. I _ . _ — _ -� U TO a .. ;.r. ..._... �. _ EACH END DRAIN _ , _ ,_. _.. . . . f , . •r __ » .... :.:: GRADE AND PITCH AWAY 4 wEEPH .:, • ; , v FROM CENTER of FOOTING DETAILS O 10' O.C. JOINT _ 'BIO RETENTION SOIL i r UMi7 OF BITUMINOU DAMP _ 4 REBAR, V O.C. _ \\ N I11=1I1= ! — DOUBLE WASHED 8 PROOFING .r / .: EACH WAY (TYP.) \ MIN. 200E FOOTING " — — _ — CRUSHED AGGREG ,' E ,, ' ,`° ii` CONCRETE FOOTING 3=0. .LONG O 18 D.C.0.C. • 4 : 300E PSI CONCRETE WRAPPED IN FILTE f°� B�IC �\ " i o� 1-1/2" O D. BLACK COMPACTED ( •) y �%. COMPACTED SUBGRADE 7-o LONGF4 DowEL .\ UNE 15, 2006 0 12" O.C. CONST_ ,�T dy 0 J STEEL PIPE RAIL WELDED SUBGRADE 1\\,� ,• 12 x 2 6» iv as TO RAIL SUPPORT t8' UNDISTURBED SUB GRADE __ � _ 1/2' DIA. RAIL SUPPORT DIAMETER -_ - WELDED TO POST. 2.375" O.D. BLACK 5'- 9" STEEL PIPE POST. I NOTES:. FINISHED 1. EXPOSED SURFACES TO BE. BRUSHED RAIN GARDEN 1 GRADE FINISH YROWELED EDGES. HANDRAIL DETAIL IONS- 2• MINIMUM WIDTH TO BE 48" CLEAR N0. DATE DESC. N.T.S. HANDRAIL TO HANDRAIL. CONCRETE RETAINING :: WALL 1 7/06/06 REV. PER SITE PLAN SCALE: NONE CONCRETE STAIRS CONCRETE FILLED STEEL BOLLARD SCALE: NONE SCALE. NONE REVIEW AND GROWTH MGT. \DETAILS\LD\STAIRS\STAIRS�(CONC) [HANDRAtL}DWG 11/05 \DETAILS\LDl\FENCING do SIGNS\BOLLARD (TIP}.DWG 11/05 q 'T�rtsrp �9•oPa2 0✓�� 12" .MIN, ' 2- 24" CAST IRON MANHOLE COVERS pyER WITH FRAME DEPTH OF BIO—RETENTION SWALE NOT TO EXCEED A.U.L. VERTICAL LIMIT APPROXIMATELY 30" FROM ! EL, 26.29 EXISTING GRADE EL. 25.04 w 29" ,-� 3» OUTLET t. 4'—Ow MIN. c I' 3" MULCH LAYER w — — o — w v ° 5'—o" 2'-0" �+ 6-0 - I 4-9 INLET TEE m OUTLET � TEE 2 - 24" CAST IRON « MANHOLE COVERS W/FRAMES I MAX PREPARED FOR: 810-RETENTION SOIL ` EL. 20.29 -• ' `' - °D CODE REALTY t3wt — FILTER FABRIC 52 SHlPS EAGLE LANE — PLAN MEW s' CRUSHED STONE , E ON COMPACTED, LEVEL 2" THICK #7 STONE v 'iYr�;• =; ::r,� CROSS—SECTION �`� .}• AND TRUE To GRADE OSTERVILLE, MA 18"-24 `H"°`- - _ #57 STONE STABLE BASE02655 6" Y _ AUL BARRIER a,f a,rf at fi a� +� 10 at it i f NOTES: 6.) GREASE TRAP SHALL mEET ALL REQWIREMENTS BSC f 1 1�L./P 1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE. OF 310 CMR 15.230 AND MAINTAINED IN ' ACCORDANCE WITH 310 CMR 15.351• 2.) GREASE TRAP SHAM WITHSTAND H-20 LOADING. I 7.) INLET AND OUTLET TEES TO BE PROPERLY 349 Main Street UNDISTURBED SUBGRADE 3.) ALL PIPE CONNECTIONS, SEAMS AND CONCRETE SUPPORTED WITH HANGERS AND/OR STRAPS. Route 28, Unit D — TOP OF A.U.L. AREA CONSTRUCTION SHALL BE WATERTIGHT. B•}.MANHOLE COVERS SHALL BE WATERTIGHT W. Yarmouth, Massachusetts 02673 4•) INLET AND OUTLET TEES TO BE CAST IRON OR AND BOLTED TO MANHOLE FRAME. 508 778 8919 SCHED. 40 PVC AND TEES TO BE ACCESSIBLE UNDER MANHOLE COVER. 4 5.) MINIMUM 20" DIA. MANHOLE FRAME AND COVER t� 2005 BSC Group, Inc. 3 TO GRADE OVER THE INLET AND, OUTLET TEES SCALE: NONE B10- RETENTION SWALE N.T.S. TRAP .. 1,500 GALLON H-20 WATERTIGHT GREASE ISSUED FOR PERMITTING "Al SCALE: NONE � - - FILE: Design\48856—SP NOT FOR CONSTRUCTION DWG. NO: 5688-01 SHEET 10 OF 10 JOB. NO: 4-8856.0E