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Home My WebLink About0024 OLD SHORE ROAD - Health o`� ► -cx�t - co-fLu�- i:.WN OF BARNSTABLB ` cccA N � �Id� Shy Rd SE AGE 88 6� YILI,AGF co JTv 1 ASSESSOR'S MAP & LOT ±/� 1INSTALLER'S NAME & PHONE NO. rrs '' yr SEPTIC TANK CAPACITY 500 gP ar/0 LEACHING FACILITY:(type) 4,c Rc�i i -- (size) G' NO.OF BEDROOMS ,3 PRIVATE WELL OR PUBLIC WATER/8h-c BUILDER OR OWNER /`�,OR �,T Pof luL h' ._ DATE PERMIT ISSUED: -�A DATE COUP LIANCE ISStfED: VARIANCE GRANTED- Yen Ila L 1. j �3 FN p J OD No-q..Q.:_r 91 w Fas.......75-.-- THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Town......................OF..............Barns table -- ------------------------------------------------------------- ApplirFation for UiiliniiFal Workii Tnnitrnrtiun "rrntit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: 24 Old Shore Road Assessor 's Ma 35 - Lot -1_ p . _ _ Horst Dorner Location-Address or Lot No. Owner Address W Installer Address dType of Building Size Lot......Q A.9...._Ag._ tx Dwelling—No. of Bedrooms................_...........................Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building No. of persons............................ Showers � YP g --------•-----------------•- P ( ) — Cafeteria ( ) dOther fixtures ----------------------------------------------------------------------------------------------------------------------------------------•--------..... W Design Flow... Total daily flow...............33Q....................gallons. WSeptic Tank—Liquid capacityl_500_gallons Length....1.1....... Width....6........ Diameter................ Depth...6.........lift x Disposal Trench—No. .................... Width............ Total Length-_............'.... Total leaching area....................sq. ft. Seepage Pit No......1-....-...... Diameter.-_.....� �....... Depth below inlet.__......6....._._ Total leaching area......267...sq. ft. Z Other Distribution box ( X) Dosing tank ( ) Percolation Test Results Performed by--......M........___.Dortoya.............................. Date.......9l_.z7/g ............. Test Pit No. 1.....2.........minutes per inch Depth of Test Pit..........1Q---- Depth to ground water..-_....N/A....... LZ4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---•-------------------------------•---------------•--....---------.....-•----------••-••---...••---......................................................... 0 Description of soil.......1......Top_and..subsoil} medium__- coarse_ sand x w U Nature of Repairs or Alterations—Answer when applicable_....Upgrade to Title V s X s t e m -------------------------------•---------•--------•-------•-•---------------------•----------......----•-------------------------------------------------------........----------------•-.............. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of iITLL 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 . ........ --•------------•- ................................ Application Approved By............. Date �""'-��13............................. Date Application Disapproved for the following reasons---------------•--•--------------------------•-------•-----------------------•---------------•--•-----•••.-•---- --------------------••--••-•-•-•-••••---......----------......-----------••••-------•--•---•----••------•--------------•--••---------------------------------------------------------------•---••••••--- Date Permit No........... Co ............. ...................... Issued........................................................ Date QD No.. :..kf r' F$s_...... ...._.� I. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _..-..Town.......................OF..............Barns table ....... Appliration for Disposal Works Tons#.rnriion Frrmi# Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: ...24 _Old S11ore- Road .......... .......... •--.... Assessor's...Flat> 35. Lot---71'�1•---•-•-- Horst Gorner-Location-Address or Lot No. ......................__...._............. ................................................. . _...........------......•----.............------..._.........----...............-......._-•--- Owner Address W - -- ------------------------------•-------------............................................----•---- Installer Address d Type of Building Size Lot.....0.9- AC.gr�c c Dwelling—No. of Bedrooms..........................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons .................... Showers a YP g ----•---•-••-•------------•- P ( ) — Cafeteria ( ) dOther fixtures ------------------------------------------------------...---------......------------..........------------.....................----••--...---------•-- W Design Flow--- Total daily flow...............330---................gallons. it Septic Tank—Liquid capacity l...QQgallons Length....11...... Width....6.1....... Diameter................ Depth.........`t 1 W Disposal Trench—No..................... Width.......i. .._._._.. Total Length.................. Total leaching area....................sq. ft. 3 Seepage Pit No......1._.:........ Diameter........1Q...... Depth below inlet.......... ........ Total leaching area......267...sq. ft. Z Other Distribution box .( X) Dosing tank ( ) aPercolation Test Results Performed by.........1 �.. J�,___Dongyan............................ Date.......91ZZIAA............. Test Pit No. I.....2........minutes per inch Depth of Test Pit...........1.0.... Depth to ground water.........Jb/A........ LN Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.----.................... a ........o Z - - . ------------_--..----- escrptono Soil....... .TAP---P�d..gMh4.9i;...med um__�-___coarse-._sand V -------------------------------------------------- •--------------------------- .-------------------------------------- •-------------- ------------ ------------- •------ ......--------•----------------.. W •-------- ................. - U Nature of Repairs or Alterations—Answer when applicable.....UPgrade___t.......................title _ByStem___________________ ------------------------------------------------------------------------•--..............------....•--------•-•--------------------•--..............----------...._.....-----------..................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLiv 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 .------•---- -........................... --•- Date Application Disapproved for the following reasons:..........................................................................................................___ ...................•------•-----.......------•--•----.....--------............--------...........•........---•----•--...---------•--------------.........------------....------.....-------•---........_ Date PermitNo..-•---•-•-•----.......•G----------==----------------- Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........re:G,!�...........OF.......r.>- ........................................ Trr#if iratr of womplinurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (- by----•--------------------------•----...----•---..-..--•--------.__----------- -.----------- ----•- ----•----.............................................................. ._..... --- ... Installer— at 6..1: ....:s-T.�.....--..1. ........ � has been installed in accordance with the provisions of TIT G 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.._..._ C7..:.1-�r�.��> ....... dated..............r................................. 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 No... ........ _ ...........................................OF...................................... 7 Fu...... Disposal Marks Tono#.ror#ion frrmii Permission is hereby granted................................................. to Construct ( ) or Repair ( )4 an Indivirlual.Sewage spo System at No...........a" ..t. .... .. i ' ..... ..: .� ......---•- Street g�- �� as shown on the application for Disposal Works Construction Permit No..........: .... Dated.......................................... ........................................... -► -He . ........---....-----.................._ �' B rd of alth DATE.................... -- -. ..:�..1--......--:........... FORM 1255 A. M. SULKIN, INC., BOSTON SOIL TEST PIT DATA: MANHOLE COVER TO rIMSH GRADE 15-1/2" NO. OF OUTLETS: 3 isk II, NOTZSr MANHOLE COVER TO GRADE PROPOSED GRADE GROUND#xAT1tJe � •�� t �� C0 T U I T DATE pE.St:ReI�T1 �! IXDICATE'S OdStRVaD 0 IXD I0 t2•tdlN. !. DISTRIBUTION B02'Tb WITHSTAND H-!0 2 LAYER OF PI COVER r-----) LOADING UNLESS UNDER PAVEMENT. DRIVES 4 LAYER ONE .� OR TRAVELED WAYS WHEREBY H-20 LOADING TEST' r �,•-1. - -.-- - -- - - -- ---- -- - 'j - ' . r :.•... i « ��-� ) ;fIALL APPLY PEAS TONE ! 4 INLET 15=I/ 2 P1 12 �-L 3. PROVIDE INLET rEE AS SHOWN WHERE � TP No. i TP No. 2 _ �i EqJ SLOPE OF INLET PIPE EXCEEDS 0.08 FTlrr �o�a °�o INLET GRD.EL 28.0 CRDEL 14.0 i _ H 0 I_6 3 I,oT . - { OR IN A PUMIED Sl'STE�1[. (;GW.EL N/A GWEL N/A RltT•7tT�L 6' 5_I PLAN VIE�I 11 J. FIRST TWO FEET OF PIPE OUT OF rH6� 3/4- I V2• DIS'TRIBUTION BOY TO dJC L.dID LEVEL0 ItEPM TANIK - 5 ° DILET 4•-0.OAKOVTt-E ) I. RECOMMENDED XAMlFAC7VRdlt • � f500 GAL. 4- 9 �g TEE 6-1 WASHED TOP& SUBSOIL + TOP&SUBSOIL LJOUID DEP H ROTONDO OR APPROVED EQUAL STONE 3" 6' � 0 o ` 7.0=1 13.0'± -i E/R4•TO H/Z'� 1-3/4" ABLE COVER l F...LotvS 2 MEDIUM- 2 MEDIUM- .41 r ►.: 8.'. ::•�; �:�.': ,;R;�+ .;� :� OIJTLETI:�D qp BOTTOM ON LEVEL STABLE BASE Q,r 6" 2 3- ; C oTU'T 00 P'R� • • p • :. 4• .•• . .•. o1 $ COARSE 3 COARSE \..-24"CXJL MANHOLE COV'EA r• 4"INLET (T WATERTIGHT) ' q `yam`' 0 SCjj0fI sIT 4 SAND 4 SAND 4.OUTLET 2' �' 6' 2' . � Reterences: PLAN V1 CROSS SECTKkN Y1E1fI I_2" ( � 10, 5 5 XOrt� 7-1/2 2 ii'1/2" g'p UL SUBDIVISION PLAN OF LANDIN 1. SEPTIC TAN[ TO lFrrRSTAND H-10 LOADING !. INLET AND OUTLET TEES T'O BE CAST IRON, . �_ � L_ - INLET CO T U I T, BARNSTABLE, MASS. 6 6 UNLESS UNDER PAVEMENT. DRIVES OR TRAVELED SCHEDULE 40 PVC OR CAST-IN-PLACE CONCRETE. _ HAYS. WHERE NY H-20 LOADING SHALL APPLY. TEES Tb BE CENTERED UNDER MANHOLE COVER. 2��1:1 • '�� L STABLE ° �•4"I BY NELSON B E A R S E- R I C H A R D LAW - 7 7 7 0 ± 2. ALL PIPE CONNECTIONS AND CONCRETE CON- 4. RECOMMENDED MANUFACTURER - ROTONDO OR BASE y S U R V E Y E Y O R S. FEB. 18, 1964 BOTTOM OF STXUCT70N TO BE WATERTIGHT. APPROVED EQUAL H-20 CROSS SECTK)N VIEW 1_ 2i/20 SM•TTo16 11 HOLE STONE ASSESSORS MAP 35 LOT 71-1 TOWN OF BARNSTABLE REDEF- NO WATER SEPTIC TANK DETAIL NO. OF GALLONS: 1500 DISTRIBUTION BOX DETAIL LEACHING PIT DETAIL INITION PLAN OF OLD SHORE-RD. ENCOUNTERE NOT TO SCALE BOOK 281 PAGE 51. SEPT. 27, 1972 LOWS MAP 4 BOTTOM HOLE NOT TQ SCALE NOT TO SCALE SCALE 1-=2093 N 10 - 18.0-+10 NO WATER NOTES LEGEND DESIGN ANALYSIS 11. ENCOUNTERED 11 12 12- 1I) PROPERTY LINES SHOWN HEREON WERE CONCRETE BOUND/DRILL HOLE CB/DH COMPILED FROM A PLAN RECORDED AT _ -x x -•-x --x • POST AND RAIL 'FENCE THE BARNSTABLE REGISTRY OF DEEDS -_ pESIGNFLO�': ,I10 GPD/ BEDROOM DATA' 9/27/88 DATE: 9/27/88 IN BOOK 185 PAGE 151 AND DO NOT POST AND WIRE FENCE 3BDRM X I10 GPD/BDRM 330 GPD REPRESENT AN ACTUAL SURVEY ON NO PARKING SIGN Q ' = TEST Sr-'M.J.DONOVAN TAT Sr-M.J.DON0VAN THE GROUND. EXISTING CONTOURS 20 ---- __ WATER GATE W.G. Projed Title: W17NJrSSJ:Dsr. WTNESSED6T.- CONCRETE GUARD POST � _ SYSTEM PROFILE G.DUNNING G. DUNNING 2) Et,EVAT10NS ARE BASED ON N.G.V.D. N4S . SEPTIC TANK REQUIREMENTS.- W/ GARBAGE GRINDER rERc RITE rERc RATE EXIST. MANHOLE AND COVER BROUGHT FINISH GRADE TO HAVE 330 X 200% = 660 2 3) 100 YEAR FLOOD ELEV. = 12.0� AS DWELLING TO FINISHED GRADE MIN. 2% SLOPE OVER �/•X�I1� MIX�I1�8 MAPPED BY F E.M.A. ZONE A13 LEACHING FACILITY-1 FINISH GRADE USE 15000AL. LOT 71 i FIRST TWO FEET TO - TP N� TP No. I B E LAID LEVEL GRD.EL GRD.EL 26.80 26.55 26.39 a 2"LAYER OF PEASTONE OLD GfY.EL GW.EL 27.0 1500 GAL_. 26.22 26.04 T 3/4"-1-1/2"WASHED STONE 0 0 H -20 DISTRIBUTION 6 LEACHING FACILITY REQUIREMENTS. SEPTIC TANK BOX v (TO BE INSTALLED ON A i. 330 GPD X 150% = 495 GPD - SHORE ,�° i J LEVEL, STABLE BASE BOTTOM EL= 20.04 6' DEEP, 6'DIA. PIT W/2' STONE 2 2 3 3 LEACHING PIT SIDE AREA = 188.5 SF (2.5 GPD/SF)= 471 _ ROAD BOTTOM AREA= 78.5 SF ( 1.0 GPD/SF)= 78.5 4 4 5 5 549.5 COTUI � 6 7 7 381 LEACHING FACILITY PROVIDED: 11 8 - 40 36 � 1-6' DIA, 6' DEEP PIT W/�2' STONE _ 9 14 12 8 CAPACITY PROVIDED 549 GPD 32 22 20 18 16 I 6 I 34 REQUIRED 495 GPD 10 10 CB/ H 30 28 26 24 , 10 l CAPACITY l � I CB /D4" 1 12- 12 l - ado - - f NOTES ' I STONE SJ EPS-1' PREPARED FOR oa q I DATE: DATL: / It �/� NCO CR TIE �ALK / I UNLESS OTHERWISE NOTED, ALL CONSTRUC- TZ1T 87. TUT dT: 6' DIA. LEACH PIT 0 6 TION METHODS AND MATERIALS SHALL CON_ H 0 R S T DO R N E R W/2' STONe 1 ) FORM TO TITLE Y OF THE STATE ENYIRON \ / J MENTAL CODE AND ANY APPLICABLE LOCAL ` WITxEssED dt: WITNESSEDArr. 10 PINE 7: � I LOT 7 i - I RULES AND REGULATIONS. _ 1 I ID W 2 GROUT TO BE USED AT ALL POINTS WHERE •� PIPES ENTER OR LEAVE ALL CONCRETE rElec d.ATE. rERG Jt.ITZ'.• / / � � a � o P s M STRUCTURES IN ORDER TO PROVIDE A WATER- N A MrXJrl�lr Mrx,�INCH � M o' \ I � TIGHT SEAL � N. ��1 � 3 ALL SHIPLAP !DINTS IN SEPTIC TANK SHALL t qr D-BOX 1 r5 40 I 10' BE SEALED WITH NEOPRENE CASKETS OR Sri`A x r � / W ASPHALT CEMENT TO PROVIDE A WATERTIGHT � INVERT ELEVATIONS MIN v SEAL. � ,F / ( E S. - I 2� , I 4 PRECAST CONCRETE SEPTIC TANK, DISTRIBU- 500 GAL. / TION BOX. AND LEACHING FACILITY TO WITH - 4- ` / _ 4' INVERT AT BUILDING 27.0 TANK I , � STAND H-10 LOADING UNLESS UNDER PAVE- 1 , �- MENT. DRIVES OR TRAVELLED WAYS WHEREIN 4- INVERT AT SEPTIC TANK (ire) 26.80 � ` H-20 LOADING SHALL APPLY. r / / A.M. Wilson Assocfates 4 A SEPTIC TANK out 26.55 ] I S ALL PIPES IN THE SYSTEM SHALL BE SCHED- INVERT T S (out) / ULE t0 ORE UAL Inc. l � Q I f 4 INVERT AT DIET. BOX (ere) 26.39 I I AF / ,� / 6 WASHED CRUSHED STONE SHALL BE FREE OF 4' INVERT AT DIST. BOX (out) 26.22 f STORY �� I 1 / l . ALL DIRT. DUST AND FINES. Main Street WOOD FR. „�`010 LUST 911 7 AT ALL POINTS OF INTERSECTION OF WATER /12 M PLE••-� � o ( O Osternfle/MA 02655 INVERTS AT LEACHING FACILITY, / 5 MAPL 1 „ PINE / I O �O LINES AND SEWER LINES, BOTH PIPES SHALL 617-428-1450 111 CONC PAD � ro\'\ A, ; BE CONSTRUCTED OF CLASS ISO PRESSURE 4 INYERT AT BEGINNING OF " LIGHT POST / �o PIPE AND ARE TO BE PRESSURE TESTED TO LEACHING FACILITY 26.04 1 ASSURE WATERTIGHTNESS. Drdwirg Title: 38 � � � 2" LOC ST MAPLE PIPE Q',` ,, ` 4' INVERT AT END OF 8 SEPTIC TANK . DISTRIBUTION BOY ETC. LEACHING FACILITY l ` ' SHALL BE MANUFACTURED BY ROTUNDO OR / / \ ` YMANUFACTURER.„ �� / �.. AN EQUIVALENT ELEVATION AT BOTTOM OF STQ�1E WALL L4 MEMLOC � f�j'� 20. 04 / 2. " APLE „ / o l O SUBSURFACE LEACHING FACILITY �APLE � 9 EXCAVATE ALL UNSUITABLE MATERIAL IN J / / TP 2� * p LEACHING AREA AND BACICFILL WITH CLEAN - 18 MAPLE NOT 36 / STO E STEP / / / � Q• GRAVEL OR COARSE SAND. SEWAGE OBSERVEDELEVATION ND WATER / o I 10 HEAVY EQUIPMENT SHALL NOT BE ALLOWED ENCOUNTERED / !/ � TO OPERATE OVER THE LIMITS OF THE / �TP I SEWAGE DISPOSAL SYSTEMS DURING THE DISPOSAL DESIGN COURSE OF CONSTRUCTION OF THE SYSTEMS. II NO FIELD MODIFICATIONS TO THE SEWAGE l DISPOSAL SYSTEM SHALL BE MADE WITHOUT / / �? >3 2' W _ PRIOR WRITTEN APPROVAL OF-THE ENGINEER U P G A D E / _ 0- 3 AND THE LOCAL BOARD OF HEALTH. 3 4 _ / / . S 7 Y D. "-' E 6 / W.G S H R u�M _ ... 0- II THIS SYSTEM SHALL BE INSPECTED AS RE- W.G r ONC.GUARD POS VE AT „�.� U.P. 8 QUIRED BY SECTION 2.10 O&TITLE Y. _ --f / _ - • / 7 88 I �/ p�`v€ O L� OG-- - W ZONE A 13 �ns�t �i� �� ,' ✓ Ij A CERTIFICATE OF COMPLIANCE AS RE- / "oF N . \ QUIRED BY SECTION 2.d OF TITLE Y MUST BE /1 ; 2 r EDGE 0' OBTAINED BY THE CONTRACTOR UPON COM- 1I i BUILT' PLAN IS REQUIRED DUE TO CONTRAC- 32 �I CB/DH S 7g-5 10 PLETION OF THE ABOVE WORK. IF AN 'AS / o I U.P PLAN VIEW TOR DEVIATING FROM THESE PLANS. WORK �: ' AS NOTED 30 f / - FOR SUCH 'AS BUILT' PLANS SHALL BE `' - W.G. 14 12 I" = 2 0' COMPENSATED BY THE CONTRACTOR p � ` FEET 28 16 14 THIS SYSTEM IS DESIGNED FOR A .H �y GARBAGE DISPOSAL UNIT 2 6 _,�--'" 0 20 18 Date: 1 I /17/.8 8 Dwg No: \ 15 ALL ELEVATIONS ARE BASED ON •' N. G.V.D. n: M J D U.P DATUM. 22 JV8 Jch No: 2.0 371. 0 r I