The URL can be used to link to this page

Home My WebLink About0690 CEDAR STREET - Health r' ', � ----- - _ �O�r/o� �/coo 0.1 TOWN OF BARNSTABLE LOCATION&SO <!BOA Q s4- SEWAGE # 8 Z- w _'�,/t2tUSi't t�� gM VILLAGE- -ASSESSOR�S MAP & LOT INSTALLER'S NAME & PHONE NO. kCgr SEPTIC TANK CAPACITY LEACHING FACILITY:(t9Pe) 1 T- (size) �, b 6 a NO. OF BEDROOMS � PRIVATE WELL PUBLIC WATER BUILDER R OWNER DATE PERMIT ISSUED:_�� 'DATE COMPLIANCE ISSUED: G Z��sy VARIANCE GRANTED: Yes No - - iN Ro r' 50 3L� `Q a 1 1-50 ' f- i / TD wow D THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH j.- -... . ..............OF....... Appliratt�n° for Dispuuttl Work.6 Tuntrnrtiun ramit Application,is hereby made for a Permit to Construct (90T"o"r Repair ( ) an Individual Sewage Disposal System at: P .. .......... on-A r tie f N Qr,�oo. ad s...: ._..!� .... .? _.. 1. .�CW ---ST Own Address P -••-----•- ----�--- ........................................•----.........-------•=--•----... . 15..... ..._"&-.....LA----_---- ....--•- �� a . esg � staller Address U 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 ................ . .... . . d ---------- - ------------ Design Flow---------•-• P P P� ►a y 1 y�� --•--•• . -••--••-- ..-------_gallon p q p *_'gallons g eter_ _ De th..�__.. er erson er da Total dail flow._ p �^Se Pic Tank—Li uid ca•acitalllons Lent.le_< ng hidth. _?�...TDiDis osal Trench—N al leaching area....................sq. ft. Seepage Pit No_________ ___________ Diameter..16_^0_..._ Depth below inlet....Po-.O.r....:Total leaching area..;- oi7_j fig? z Other Distribution box ( Dos" tank ) � 1 Percolation Test Results Performed by .. ( G/_N ._ 11�C�. Date___._ ,aa Test Pit No. 1...._2tiql f minutes per inch Depth of Test Pit--- Depth to ground water r3� Test Pit No. 2......- __..Minutes per inch Depth of Test Pit-----1_......... Depth to ground ter_}- x Description of Soil------. t " 2. ��._ ?�L.�rt�.Z �---�j----4-U -�jNy U ........................:...................................................................................................................... ......................................................... -------------------------------------------------------------•---•------------------------------------------------------=��c�i : 3 A'•G ENG1N€ .--`=-------- '�pFE��(1SF..'. �,.: la- Nature of Repairs or Alterations—Answer when applicable-___.--_.-_-ce.__Ti @.I.F_i_io ..AND.�:''____________________1�R�T.��":. ------------------•----------------•------••-------------•----------------.._...----------.........----------•••---•-•--t_!c,_SYST.EM.WK �- = =� STReu------- Agreement: ACCORDANCE TO PLriiv. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITi U 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 r Hof 1 th. 6` Sign a ••��"� •-• ••....................... --- --------- �r ate Application A roved B < /r A PP PP _ L 3: •..............•-•-•------ 1 Date �." Application Disapproved for the following reasons:--.............................................................................................................. r .. ...... .... ......................................•-••------•-•-----------------------------------•------------•----•---........................----... ................... Date Permit No.------�...V" ------------------ Issued.......�.`....... t } �•r.f 'L� r. No..t._.. FEs............................. THE COMMONWEALTH OF MASSACHUSETTS r NEOARD OF HEALTH l-. c .!.................OF........ •tom„ro� �..— x.- .......................... Appliration for Bhip o al Works Cnontitrurtinat tirrutit Application is hereby made for a Permit to Construct (17'or Repair ( ) an Individual Sewage Disposal System at: �� 144 .. .2 ycation-Add er s �� w v f r t No •- 101-1-11-11 Address t/ W 3. R SA [Zi'S......lA.. "'r'l,ulcjS ,.a •--•--••••••................••-•••••••••-----•••-••-•-•............._.__..._. Installer Address UType of Building Size Lot._1................'--___Sq. feet Dwelling—No. of Bedrooms................ .........................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ....................................................-- -------------------------- --------------------------------- ------------------- Desi n Flow......... ...:0c_--_..-_. Z-. allons per person per day. Total daily flow_..__. r 3 W g g P P P, Y Y 49----- �, .1 � W Septic Tank—Liquid capacit ..gallons Length_�d `__:__ Width_ .......... Diameter________________ Depth--,!I__ x Disposal Trench—No. ........... __...__.-�000 Width.................... Total Length___________________ Total leaching area_._.___________-.._sq. ft. Seepage Pit No_______ __________ Diameter_. r_'_f�?-_._._ Depth below inlet_-_! -: ..----_. Total leaching area. =' - Z Other Distribution box ( � Dosiryg tank C, n _�Percolation Test Results Performed bytJ. a Test Pit No. 1....... .___minutes per inch Depth of Test Pit _-._ 4 . p p ._____ Depth to ground wateriZAA,1 ZI rX4 Test Pit No. 2..... Minutes per inch Depth of Test Pit j4__........ Depth o. ground v ter-I R_ a r 1 G �1 � a� I �zN t lCr,1!tia.t�'� ? ?.I.i"L 11 .... ,�- 0 Description of Soil- U ••-••-•••--•------------•-••--•----•----••••-----•-•-•---•-••--•••-••-•--••------- •-••••-••••-----••••••-•-----•-••---••-•------•------•--•-- .. W ------•-I-----------------------•--------•-•---••---------•-•-•-- ---•----••----------•-••------•-----•----------------------------••--------•----------•---•----•----•---•--•--•---•--•-•..-.._---•-- 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 TITLTZ 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 ApplicationApproved By..............................................................................-.................. Date Application Disapproved for the following reasons:................................................................................................................ Date Permit No. =' . �...•- Issued_........' -- - -- �"1... Date THE COMMONWEALTH OF MASSACHUSETTS �. BOARD OF HEALTH � 1 ......................OF.....j5kfatj..Z-1 ...................... Trrtifiratr of TuutpliFattrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed �' or Repaired ( ) bY..................................................--.......................-........�-�lS C4•••-•QJt ..._...-.•-----•••••-••-•-•--•----•••----•-..-..•••.....-..-••-•••-- at......fe?__._2--.�-j•l!e>:_....4 _-.......... ........ nstall /.-/....................... has been installed in accordance with the provisions of 11"t'r 1T' 5 of he State Sanitary Code as described in the application for Disposal Works Construction Permit No......... t�'_._�-3 dated________________________________________________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...... ... ..` .. Inspecto r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......1��` .!3................OF..... � r=�G��.-.S_777-.,,�•�'...�..-:!�".............-................ No. .:. FEE....... Dispas al Nab T11witrartion amit Permission is he eby granted...........................................................-.................. ......-._...-.•...I....... to Construct ( or Repair ( ) an Individu Ilwap Disposal System atNo. ,i 3j �t. ...., E`ct' _ .--_ _....................................................... Street as shown on the application for Disposal Works Construction Permit No., :_fi) Dated_______ _--.7--- B rd of Health DATE. -. _�±- . FORM 1255 HOBBS & WARREN. INC., PUBLISHERS s EI C�'T�4I� Y. L3� TORTES Mass.Cert.#:MAOf3 449 Route 130 Sandwich, MA 02563 a. (508) 888-6460 CLIENT: _ Resources Group Trust _ LOCATION: Lot. 1 Cedar St-.re.et:. blest Barnsta ) e, K— ADDRESS: P.O. Box 599 M shpe.e, MA r c SAMPLE I)ATE: 2--16-94 TIME: COL-I_.FC ED B�: L. wile & .on 2-16--94 SAMPLE ID:_aB2 DATE RECEIVED: —_ ; PVC WELL DEPTII: JOB #:- �1 ;. :re 11 ,, r».-. ..,F• ow„'; G.F' :j1 . RESULTS OF ANALYSTS: Pavameter Units Recommended limit.Pz�ult h Coliform.bacteria/100 tell w ,.` (?�1I�Method) 0 —. pH — p units b08:5 6•8' Conductance unlllos/cm `' 1500 86 Sudl.utT1 2-9.0 9.1 Nitrate.-N mgZL`4- 10.0 Q.31 Iron rtlg/L 0.3 0.14 Manganese _ tll�/L 0.05 0.004 — Hardness m /I.,as CaCO 500 16.5 Sulfate mg/L 250 4.38 Potassium '' rng/L 20.0 0.7 Alkali,niq, _ mg/L 200 11 .2 Cl.lot:de n1 /I, 250 ----16.8 — Tui-bidity NTU 5.0 � — 8. 1 Color APC units 15.0 ,1 .0 i Background bacteria/100 nil (NIF method) 200 — EPA 601/607. COMMENT: See repo,-t. attac:hed. MX WATER IS SUITABLE FOR DRINKING PURI'OS S FOR PARAMETERS TESTED. / —T; TE`s/`�`f/`J�/ t SR13UN13WAf ER ANALYTICAL Vol METHODS 601 and 5b2 Volatile Organics ((IC/PInIELCD) Lab ID: 7023-01 Field 10: Z182 Lot 1 Cedar Batch d. V2-16-94 Pro,lect: Resource Group/ Sampled: 02_V-94 Client: Etivirotech Received: 02-17-94 Cont/Prsv: 40ML VOA Vial/Ha Coal Analyzed: 02�-22.94 Matrix: Aqueous CONCENTRATION REPORTING LIMIT PARAMETER (ug/L) BRL Dichlorodifluoromethane BRL B 5 Chloromethane 5 Vinyl Chloride RRL Bromomethane BRL I Chloroethane Trichlorofluoromethane BRL I 1 ,1-Dichloroethene BRL 1 14ethylene Chloride BRL I trans-1 2-Dichloroethene BRL I 1, 1-D Gloroethane BRL I cis-1 ,2-0ichloroethene * BRL 1 Chloroform BRL 1 1,1 ,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL I Benzene BRL 1 1,2-Dichloroethane gRL I Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 5 2-Chloroethyyl Vinyl Ether BRL I cis-1,3-Dichloropropene BRL I Toluene BRL I trans-1 ,3-Dichloropropene BRL 1 1,1 ,2-Trichloroethane BRL I Tetrachloroethene gRL 1 Dibromochloromethane BRL 1 Chloroben7ene BRL 1 Ethylbenzene BRL 1 meta- and Para-Xylene * BRL 1 ortho-Xylene * BRL I Bromoform BRL 1 1 , 1,2�2-Tetrachlorcethane BRL 1 1,3-Dichlorobenzene BRL 1 1 ,4-Dichlorobenzene BRL 1 1,2--Dichlorobenzene _ C LIMITS RECOVERY Qc SURROGATE coMQouc�D sPIKEO M�AsuaEO 4g� - 113 i 30 28 94 �` a,a,a-Trifluorotoluene 30 31 104 % 83 - 117 V. 1 ,2-Dichloroethane-d4 BRL 4 Belo+ Peporttng Limit. Non-ttrgat COMPOI-And. +Method RefeendixrNnces:(L98 Mathod 601 - Purg.Cable w ocarbons and Method 602 - Purgeable Arcmatics, 40 C.F.R. 6. 1F Engineering Inc. Civil Engineers&Land Surveyors OCTOBER 27, 1994 Jerry Dunning Town of Barnstable Board of Health 367 Main Street Hyannis, Ma. 02601 Re: Lot 1(##690) ,Cedar Street W. Barnstable Dear Jerry: Please be advised that on June 1, 1994 an additional soils observation was conducted to a depth of 5' below the bottom of the installed leaching pit. The excavation was witnessed by Robert E. Raymond, P.E. of ARO eNGINEERING INC. and 5' of clean fine to medium sand was observed. The estimated percolation rate of this material,,was 2 minutes per inch. If you have any questions or need further infomation don't hesitate to call this office. Sincerely, ARO I R b rt E. Ra P. Tel: 508-540-0354 39 Striper Lane,E.Falmouth,MA 02536 Fax No: 508457-9160 TEST PIT #1 TEST PIT #2 GENERAL NOTES 0' ELEV - 99x1 O• E 103x1 I� _6 ---- TOPSOIL _ _ _ 1. ALL ELEVA"IONS SHOWN ARE BASED UPON AN ASSUMED BASE. 1 2' SU8541 97xi _ 2. PITCH ALL I_i NES A MINIMUM OF 1/8" /FT. UNLESS TOPSOIL p: i OTHERWISE SPECIFIED. 6,3c000 O o0 0 00 C000 8 1 _ - _ - _ 000 0 0 O 9 O 0 0 0 0 000 3. ALL PIPES TO AND IN THE SYSTEM SHALL BE CAST CLEAN 00 0 0 0 o O 0 0 0 0 0 00 I IRON OR SCHEDULE 40 PVC. = 00000N 000000 4. ALL SEPTIC TANKS, DISTRIBUTION BOXES AND SUBSOIL o 00000 0 0 0 000 -ti LEACHING PITS SHALL BE DESIGNED FOR H-20 WHEEL MEDIUM ; 000000 � O 0 0 0 0 0 00 7' 96x1 LOADINGS WHEN UNDER PAVING. ---___ �._-- 00 0 0 0o O 0 000000 CLEAN �0„ 000000 O ® 0 000000 5. REMOVE ALL UNSUITABLE MATERIAL BENEATH THE SAND 3" 00,0003 O 0 0 0 0 000 INVERT ELEVATIONS OF THE LEACHING PIT FOR 01 MEDIUM - -i V� TYPICAL DISTRIBUTION BOX 000 U 0 � O 0 0 0 OOCO A DISTANCE OF 1OFT AND BACKFiLL WITH CLAY - SAND LQU D LEVEL = FREE SAND 8 GRAVEL HAVING A PERCOLATION RATE NOT TO SCALE e _0" OF 2 MINUTES PER INCH OR LESS. j89X1 NOTE DISTRIBUTION BOX AND 1500 6 THETOWN OF BARNSTABt-E BOARD OF HEATH MUST NO WATER ENCOUNTERED GAL REINFORCED SEPTIC TANK BY BE NOTIFIED WHEN THE SYSTEM IS NEAR COMPLETION OBSERVATION PIT TYPICAL 1500 GAL. SEPTIC TANK ACME PRECAST OR EQUAL. TYPICAL LEACHING PIT AND PRIOR TO BACKFILLING . 7 UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS PERCOLATION RATE=< 2 MIN/ INCH NOT TO SCALE NOT TO SCALE SHALL BE INSTALLED IN ACCORDANCE WITH TITLE OBSERVATIONS BY! JERRY DUNNING /VOTE TANKS REINFORCED THROUGHOUT WITH OF THE STATE SANITARY CODE AND ANY LOCAL TOWN OF BARNSTABLE BOARD OF HEALTH E'_ECTRIC WELDED WIRE WITH 24-1/2" RULES WHICH MAY APPLY. ENGINEER ARO ENGINEERING INC EMBEDDED STEEL RODS IN TOP a BOT- Ii. OBSERVATION PIT TO BE EXCAVATED TO 4'BELOW THE PROPOSED BOTTOM OF FIT 8 CONTRACTOR IS TO NOTIFY ENGINEER, PRIOR TO THE INSTALLATION OF SEPTIC SYSTEM , OF ANY DISCREP- P 6168. AND WATER TABLE. ENGINEER 1-0 BE DATE JANUARY 6,1994 TOM CONCRETE IS 4,000 PSI TEST ELEVATION TO VERIFY SOIL CONDITIONS ANGIES BETWEEN TEST PIT RESULTS AND FIELD L I/1E 60EAf7IMS 0.TST,1AVE NOTIFIED OF ANY VARIATIONS PRIOR TO CONDITIONS t s 06'11 'oo'w 2o. oo THE START OF CONSTRUCT!O)N,. 9. ACCESS MANHOLES TO SEPTIC TANKS AND LEACHING PITS TO BE BUILT UP TO 12 INCHES BELOW FINISH GRADE. 10. NORTH ARROW IS NOT TO BE USED FOR SOLAR PURPOSES TOP OF FOUNDATION ELEV.= 1i1+00 FINISH GRADE FINISH GRADE FINISH GRADE OVER LEACHING fFINISH GRADE OVER TANK OVER "D" BOX AREA ELEV = 104+0 ELEV= 107+5 ELEV. = 105+0 EXIST GROUND ELEV.= 104+8 r R 4/¢ TS>6 w _ __... ass o r- .-{ ¢' /� risersx ASS ,> ,� Fly 14 ..._ viz-� �....,..� 0 !��I 2+00 IN: 9�.67 --WASHED ,STONE - �NV 99+50 N V = 10 0+5 0 1500 GAL INV.- 100+25 REINFORCEDDIST o . ...BOX 24 x /4 x 1 �2 .s yip. ..loao � i,C�NCkETt (TO BE LEVEL ::: 2 ::::' °° HASHED ST-O�IE A � SEPTIC TANK BOTTOM OF PIT "" ' ' "'°•+ (TO BE LEVEL a STABLE'SS INV = 96-00 ELEV.= 90+00 ..�� TYPICAL SEWAGE SYSTEM PROFILE PRECAST LEACHING PIT - -,<<„ � (TO BE LEVEL & STABLE) `� e��« f r . ss ..,,a, '• s 4 y 104 _ aSS ,4 �. NOT TO SCALE P- �1,,.� ° �. 4%p f. // �0 /rS rQ- \ ` .,, `' a r / p» 9 LEGEND ' � =pf r ( MAP 5ECTiON PARCEL LOT ADDRESS -� EXIST CONTOURiog / r PROPOCONTOUR 15-I I tt690 ti Ems. SPOT ELEVATION 8 X 0 k PROPOSED SPOT ELEVATION 8 + 0 --- i 4 L� ZONING DISTRICT FLOOD HAZARD ZONE PERCOLATION TEST z OBSERVATION PIT H RF C �- CIVIL ST DESIGN CRITERIA PROPOSED LOCATION OF DWELLING CEDAR 1.,- B SEWAGE DISPOSAL SYSTEM NUMBER OF BEDROOMS LOT I (#690) CEDAR STREET PERSON PER BEDROOM 2 J. GALLONS PER PERSON PER DAY 55 I INV LEACHING REQUIRED 440 gpd BARNSTABLE, MA. j LL LEACHING PROVIDED 549.7 apd - I' D t SPOSAL NO I 2 R APPLICANT ENGINEER tf) < RESOURCES GROUP TRUST aRO ENGINEERING INC. Y c SEWER DESIGN 13 STEEPLE STREET,SUITE 202 19 STRIPER LANE MASHPEE, MA 02649 E. FALMOUTH, MA. 0253E w + SIDEWALL: 2A 5 x 6 x 2.5 471.2 gpd co BOTTOM : n x 5Zx 1.0 = 7e.5 gpd SCAE DATE SHEET AV �o o w rIv 6» TOTAL=�49.7 gpd SH(;'��'� JANUARY 10, 1994 1 OE 1 DRAWN BY: CHECKED BY APPD. BY P'_AN NO. PLAN SCALE 1 _ CP /HF REP PER A-895