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HomeMy WebLinkAbout0226 WAKEBY ROAD - Health 226 Wakeby Road Marstons Mills A= 043-051 I f No. 6y Fee HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitatioii for Misposal 6pstrm Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. X10 WjAke-�`1 kb M M Owner's Name,Add ess,and Tel.No. Pc-reRZ K 550 J Assessor's Map/Parcel q3 Z 5 1 a w 14AAsrep ius Installer's N %e, s,Ltd Tel.No.50. 7 7 y��SZ`7 Designer's Name,Address,and Tel.No. 569-2-73—©3 T7 Type of Building: Dwelling No.of Bedrooms • Lot Size a01_1 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .3-30(PAJ. hER'rrtLE Y d Design flow provided 355i 1. gpd Plan Date Number of sheets Revision Date Title ;P,C4-b r'(44 S M!L. 5; Size of Septic Tank 11000 Type of S.A.S. 9,0 A kC 3(, 6(0 D er-=F0SQ14 Description of Soil hit CM t Uk.4 -- C_bARS 6 t3&Z Se 79 Nature of Repairs or Alterations(Answer when applicable) QSG eC kI TC X>Ge 1, 0 CCD &4-CLQN S&PT1C. TAdJ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea . d 1 Date I �-3•t3 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued 1 ��..S, t No. *' ",. Fee 1 �� HE COMMONWEALTH OF MASSACHUSETTS!' Entered in computer: Yes (� PUBLIC HEALTH DIVISION:- TOWN OF BARNSTABLE, MASSACHUSETTS 01pplicatlon-for 10IBttlosal .pstem Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( )'Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 2;L(p L&(4+CC--114 Pb M P1 Owner's Name,Address,and Tel.No. Pa-rep, NA5o&) Assessor's Map/Parcel oZaCo W4K&fSV P—b /y S��S IC.L9 Installer's Name Address,sand Tel.No.50$-417-9$1'7 Designer's Name,Address,and Tel.No. J/�Cr rW!) Lt'xYi� SC. =ice. �85 GRAN E,tAArE AA4 Type of Building: Dwelling No.of Bedrooms oZ- Lot Size a0(l 43 t sq.ft. Garbage Grinder( ) Other Type of Building RES(D0%-M 4-(.. No.of Persons Showers( ) Cafeteria( ) Other Fixtures f Design Flow(min.required) _3300411j, PtR-rrtt E I��gpd Design flow provided 355� oZ. gpd Plan Date / Number of sheets Revision Date µ Title ,2a W(, &EbV ;,CAb MARSZZWE MtL-4.5 Size of Septic Tank 11000 Type of S.A.S. �O A RC 3� �1 Description of Soil M sb t "kA C04RS G M5&Z 5P 78 Nature of Repairs or Alterations(Answer when applicable) U5C- �,X(STC r JCa /,0Ckf) (5y GL JfJ 7Z;> NtAo o -acK -rD arm ARC 3(C2 1kJ 4 E161r) Date last inspected: Agreement: ' r -The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of HeaA. Si ed ry , Y?.— Date ( � 3 O 1 3 Application Approved by // ✓" © � �l/I�%1 I / Date Application Disapproved by Date t for the following reasons Permit No. Date Issued / TH F,COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site `� Sewage Disposal system Constructed( ) Repaired( Upgraded .4 ( ) Abandoned( )by (:2 e�(D C G1J7tcy-ox.l s�' '� at aa(. 1,64<GZ4 R.t J� ) M&.Sjn1JS Md(CL.S has been cons ucted in�apror a ce with the provisions of Title 5 and the for Disposal System Construction Permit No. -`7 ed Installer CA"M6 e1JZr=kA21-SG5Z U-C _ Designer -TG C7106r( CgxLo6c, S1yG #bedrooms Approved deign flow M(1J �R r 33 O gpd The issuance of this permit all t b onstrued as a guarantee that the system 'll r / on as ddesigned. / Date Ins r F J No. - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS - Vsposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(,YN) Upgrade( ) Abandon( ) System located at ja(o W AKe" R oo(b and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Const ctio mustb"mpleted within three years of the date of this permit. Date / Approved by TOWN OF BARNSTABLE a � C !� LOCATION o� ��b al ��, SEWAGE# o�� L � VILLAGE MMS�o juS nJ1(1,S ASSESSOR'S MAP&PARCEL �j� - S-f INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY coo LEACHING FACILITY:(type) 90 l O Q t r ec 5t.$(size) I f'o S X l O b NO.OF BEDROOMS a_ OWNER � E� AAS0&) PERMIT DATE: a-.'�3 a U 6 COMPLIANCE DATE: "02013 a- 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 leachin facility) Feet d FURNISHED BY �+�G � � i� A �k � ,_ �� f�w _ � a � r' ,�ea� �g 3 +,, - � _ �� -� _� �3 - 3 s, _ "'� �� /(^T1 S 6 \�� ` ry A�S : S� �' 1 �3g, s �_a =�S ` ,/,;; . �s ss . .. r - ,. �� -,, ■°1312/12/2013 01 :06 5082730367 tt2643 P. 001/001 �13 r t 0 ° ° Town of Barnstable �t Regulatory Services � q. Thomas F. Geiler,Director 13 MASS.L& Public Health Division MASS. Thomas McKean,Director plFD Mld� 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 2-12-(3 Sewage Permit#A6 t3'"T Assessor's Map/Parcel 13 Installer &Designer Certification Form Designer: �YC: Er�quoeerinS�?r�G Installer: CnC?ew:de_ Erlferetisz� ALL Address-. Zb5y Cco0oecry ftg Ljj y Address: 53 •�-- EasA ware harm M f- a 2538 On I a-' 3-�(3 aPejj(,x5 EJ-ttX7 fk Se�yvas issued a permit to install a (date) (installer) septic system at 2'-b wakeby 900j based on a design drawn by (address) (: Cr�g;+►eeri�et ; T�nG. dated 11 '27r 13 (designer) V I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if req ' 'nspected and the soils were found satisfactory. �;N OF S JOHN l-. j CHUNCMALL z 'y u J R. tA1�' ( 1S allel''S �Ibn fur ) No f41807 fell -TD esigner s Signatur (Affix esi er s mp Here) PLEASE RETURN O BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q',nl]'rcc rarm,Wcsi6narccrtiriaulinn rorm.doc Town of Barnstable �FZHE rqr Regulatory Services Richard V. Scali,Interim Director I. RARNRTABLE. * Public Health-Division 9�A '�39. �,•� Thomas McKean,Director 200 Main Street,.Hyannis,MA 02601 Fax: 508-790-6304 Office: 508-862-4644 Homeowner Certification Form for Alternative Systems Property Address: o�2i ��«8H p� l L.L Assessor's Map\Parcel: M AT Property Owners Name: pG'�R MASD� In accordance with Massachusetts DEP alternative system Oawneo al record the folplacewingn exicrtfiion mtthe information is required by the Owner of record. each line certifying the information. applicable box next to ea fY g Yes N\A ❑ proval lett I have been provided a copy of the Title 5 UA t otenogy p technology letter)ers. (15 page Standard Conditions letter and the specific ❑ (� I have been provided with the Owner's Manual ❑ I have been provided with the Operation and Maintenance Manual ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) • and the Approval ❑ ® For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) ❑ If the design does not provide for the use of garbage grinders,the restriction is understood and accepted (� ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace; modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 CT n/ agree to comply with all terms and conditions above. ` Prope 0 ri ed n4me Prope wners ignature Da e Note This form must be submitted along with the septic system disposal works permit a ligation for all I\A systems including new construction, repairs\upgrades, with and without a��re�ate (stone) and with conventional design criteria. or credited design criteria. Q:\Septic\IA homeowner certification.doc Town of Barnstgble P# gyp'. Department of Regulatory Services Public Health Division uete 0 � M� A 1639. �� 200 Main Street,Hyannis MA 02601 . PEU tAA'I A Date Scheduled_ -7 `/ Time Fee Pd. , lJ Soil Suitability Assessment,for 1/l op_ SA It's Performed By:_ A �i ffl e_.6A ' El 1' 0L Witnessed By: LOCATION& GENERAL INFORMATION Location Address Owner's Name. P E l l✓I.Z (lL•t�q$c�� a �vk�C-b\ P D A4AA c �� Address o��D 6emt14EPY {2l7 l� r Assessor's Map%Parcel• ` V q-3 f b�j j Engineer's Name(�ATe�,J t D C-5 NEW CONSTRUCTION REPAIR _� 5C: E,�tAferrn5 Telephone# p�C—�"7 —��`, Land Use n^7(e.¢�+1 Awolf0 % /5-2 U �O$•273 U 377 Y Sio es p ( ) Surface Stones — Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well 12 ft Drainage Way ft Property Line ?_Oft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) .See c+Wha- Lon o U) C-7 r - CD Parent material(geologic) 100�t11756 Depth to sedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater 7 13 Z `0 J DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: D(fec� 65e.(06- ,1 Depth Observed standing in obs.hole: In, Depth to soil mottles: In. Depth to weeping from side of obs,hole: In, Groundwater AdJustment f[. hdex Well# Reading Date: index Well Adf,factor. — Adj,Groundwater Level-7— PERCOLATION TEST Date JI-�-13-r,3 Time P 41 Observation J Hole# Time at 9" p t+ Depth of Perc 78 - ?b " Time at G" Start Pre-soak Time @ Time(9"-6") End Pre-soak 11.:13 aM Rate Min./Inch 4 2- Site Suitability Assessment: Site Passed ES Site Failed: — Additional Testing Needed(Y/N) A Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:\SEPTICVERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 1 2- Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. onsistency.%'Gravel) 6 - Y8 g LS BYrs/8 y8 -78 C- I rSL 2..5Y7/1 DEEP 013SERVATION HOLE LOG Hole# Depth from j Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) '(Munsell) Mottling (Structure,Stones,Boulders. . 1 Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency. I • I Flood Insurance hate Ma : _p Above 500 year flood boundary No— Yes Within 500 year boundary No Z Yes ' Within 100 year flood boundary No. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Ye..) If not,what is the depth of naturally occurring pervious material? Certification e. I certify that on 10-27-91 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and CM, rience described in 310 CMR 15.017. Signature Date 11-27-13 Q:WE11T1C\PERCFORM.DOC V/ LOCA ION SEWAGE PERMIT NO. VILLAGE INST_ A LLER'S A E & ADDRESS BUILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED � � 3 '-� I S' ii 1 i 1{{ ...T v.. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Town......................OF...Barnstable..................----------------------.. _ Appliratilan for Dhipaii al Works Tnnstrurtinn ramit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: ..... __......Wakeby-Road--------------------------•......-••---. . .....................Lot 27- .......... Locati n-Address o�I of No. g� . v.h.n_._ c�.�. .!.e-- ----------------------------------- / ... ,..11a�i67L/ /Y1 '� ...-Al CGS ner Address a ............:.: ......................................... ----•--•••--------........•.....................- es.s...--••••................................ Installer Address UType of Building J�/C H Size Lot.___ .�,:D�d......Sq. feet Dwelling—No. of Bedrooms................. Attic Attic (,tio)_ Garbage Grinder ( ng P4 Other—Type of Building ............................ No. of persons..........6.......... ( ) — Cafeteria ( ) P4 Other fixtures .................................. W Design Flow..........55.............................gallons per person Tper day. Total daily flow----------- 11 G: Septic Tank—Liquid capacit}�000__gallons Length$-.._-6.._.. Width... 10Nameter---------------- Depth..4...-Q_. We Disposal Trench—No. .................... Width.................... Total Length____........._...... Total leaching area....................sq. ft. Seepage Pit No.....__1_.______... Diameter.........10 t__- Depth below inlet........ t....... Total leaching area...z67.......sq. ft. Z Other Distribution box (X) Dosin tank (oCo)d SPercolat>on Test Results Performed byGa e urvey Con sult a nt�ate 11 101 ••---•-•-•-•--••• . Test Pit No. 1......2-------minutes per inch Depth of Test Pit...12 t__._____. Depth to ground water_nine --- --- Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground wat r �¢,1r�p� qs •-------••----•---------••----•----•--•----•••--•• ••••-------------•••................---•--••...---- ......-•....... o.. .......----- LP O Description of Soil......_.0.0-0.5 woodloam, 0.5-2.5 subsoils 2.5-120 R��,�� ..--•- • • ----.-•--- xmed. coarse sand.............. ......... ......... ......-- -•--•-•----••--•-----•••. Q B.. U ----•-----------------•. -- •• CHAPMAN ................••-----------._......_...._..---._'._......---..._..._......---....................----........-----------------...._..----.--................._........ .A-;I�'No:27654 ti U Nature of Repairs or Alterations—Answer when applicable............................................................. n^ - /STEM ----------------•---------••-•----•--••-•-------•--•-•---...---•------•-------•-•--------------------•---•--.......----.._...•-•-•-•- ...........4A.. ...... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iI'A iE 5 of the State Sanita?beerwyu The undersi ned further agrees not to place the system in operation until a Certificate of Compliance hasby he o d of health. Signed•• .... ....._ -----•-•-•..........-• •-•--- Date A lication Approved B 1� = ........................................ Application Disapproved sa rovedyor the following reasons---------------------------------------------------------------------------------- -•-•.......................•----------------------•-----------...............----------------------------•----•••---•-•-••••-----•••------•-----••--------•----•-------------•••••••••-•--••--•-•••. / Date PermitNo------------- -'-Le.................................. Issued------./...........-m-................................ Date .. Y .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town.......................0 F...BaX.nstab le........----------------...........................---- App iratilan for Diapoo 1 Works C omlrurfilan "truth Appl cation,ts"h&,eby made for a Permit to Construct ( y) or Repair ( ) an Individual Sew4"IDisposal Systea%a . r . .._.G7akebY_...Road - ..............LQ.t..2.7.-----------_-___-_-_-_._-___-__--_-.- ................__. ..--• --...-------- . ........ Locat on-Address oLca No. �� .caner - Address W .. r Installer Address + Type of Building RA V� Size Lot._._ �l)d____...S 'feet U Dwelling—No. of Bedrooms................ ______________________Expansion Attic (,4o) Garbage Grinder (IIZj Other—Type of Building ............................ No. of persons...._......_________---r•t-Showers ( ) — Cafeteria (. ) a Other fixtures .................................. W Design Flow.........55.............................gallons per person per day. Total daily flow-----------33�--__.._.................gallon. W Septic Tank—Liquid capacit�.000...gallons Length__. __.._ Width... diameter________________ Depth•.L.-._•.Q11 .. x Disposal Trench—No. .................... Width.................... Total Length............. Total leaching area....................sq. ft. Seepage Pit No._....1------------ Diameter--------- e_...._ Depth below inlet.......E?.......... Total leaching,.area-_2167.......sq. ft. Z Other Distribution box, (X ) Dosiag tank ( ) Percolation Test Results 'Performed by._(lape. ___•Od___SUTvy.•_•COIIBUC11tVate._112 �7 _____________. Test Pit No. I.....2--------minutes per inch Depth of Test Pit--- 2_'.._.____..Depth to ground water-)3011e........ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to-ground water....... x i�on of . a� _ HNwO_:F� O Descri t Soil•....._9.0-0.5 woodloam, 0.5-2.5subsoil, 2.5-12:0 d •._ m ed. coarse•--•...-••••-••---••-•-••-•-•••-----•••-••----•-•-••-•-•. • • ............. ----•-•• ••-•-••• ••••----•------•••.................. •..... . -•-•--•••-$v . i.t.;MKq S �9oy m U -�i U. Nature of Repairs or Alterations—Answer when applicable_______________________________ __.--•- ,Q• No:_P7654-� ---------------------- - - - Agreement: s�pNAl install the aforedescribed Individual Sewage Disposal Sys em in accordan The undersigned agrees to g p y the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance ha?bd b the b rd of health. Signed .•... . ...• --...... • -•--•......:............••-• ...... 7DateAPPlication Approved By...-- .!.A.•-•-x••••- •-•••_._.•---••••••.._.:..............--•-• -•-•••......--•----•Dace------...-•--- Applieation Disapproved for the following re ------------------------------------------------------------ ---------------------------------••••-- ..............•------•-----...----•-----......_....-•----•--..._.._......--•---.............-----•-----------------•------------------------------.---------- Date. Permit No.............. ........=---------••---•------•--• Issued........ __-._ '`--��..A.......-•-••- Date THE"COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH •.,,. ,9... 'Tatif iratr of Tomplianrle THIS i0 TI That the IndividualSewage Disposal System constructed (.o� or Repaired ( ) by.......... / .... �............... Installer t has been installed in accordance with the provisions of TITLLFA 5 of The State Sanitary Code as described in the . - ' "�.it •-.•••------•-•••• d ted _.____. ..........:.application for Disposal Works onstruction Perm THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONS-TRUED A A GUARANTEE THAT'THE SYSTEM WILL FUNCTION SATISFACTORY. 4 DATE.' f --. Inspector ........ ,5 _ „ti -- ,s �. l�` ^*�,cj, �.• fi: 'i, ,, �.. •.. 3 4' ..--eY..«c.w. .a«.,...�.,w... h� �cr1.;*.-...:?.. .... "Ys.,.'°�S- - - ...,-.,v-_--,. +^Y+i+,' "', °}^w`r;"•�.i'p' 'H. „- ' .•"i' y" f "'9#L'S+'m`*'1 ,'c'.l"`tF. 'r, THE COMMONWEALTH OF MASSACHUSETTSS'--u - BOARD OF •=HEALTH R. ��.t�r!4.... ...®F.... Ai�,t,fP'�1 L+C. FEE No........._ ....., f�` i EE.......:_ ........ Disposal rh f `; , nr�inn rrntit Permission is hereby granted.—e-,. .�-- -- to Construct ( : ) or Repair ( ) an Individual wage Disposal System at No................. � ---'� 7 .0x"tca^ _....... d�. f. °._! fL.,' Street e. - as shown on the application for Disposal Works Construction l e it No A _____ ated..._...._��.��.-...� ..000 , OF ` .. ,�,/r r Board f ear �. . D,ATE......!•---1`3�-.7?----------------- \, FORM 1255 HOBB'e-`E WARREN, INC., PUBLISHERS • 4 y � •llAr�+i14;��en a`v�:/i 'i r��•,yy�OY/aV�� .. . i I".PEAETDNE .. ..LOAM;,p. PILL 12"MAX. u DIST, 1To.. � . ° •) 8SO1 , 4 C.t. Box !.• `'. p° °•! 7 •` ° �, ` /O' i�i'x 1000- GAL. .4 o c { MIN. _ tiAl., !; ..n PRECAST OR �. S BLOCK . Ea<'TIC •� � - 6'• y e .. o T45T .'TANK �;' SEEPAGE PIT v n04 • f 20 MFNIMUM — 'o °� IYO wA EEC: •' ` FOUNOAT10N 'I,' •• �� I %t, WASHED STONE ezfe,ji;,77_lt� 10' a�„ �iATI4' SKETCH t' TEST BY : G, Ct3AJf p`i tK rf 4 s , , SCALE I"=°4' TOWN .INSPECTOR: /7Ae/G. c511 w0k'aA.. z , 9bA 0,9RAY/G /-'9/I004IVAIT/OIV 4,ti4.5 BACKHAD OPERATOR E ON .5 ve Is'� � x� Bess . ARwrP_o, 'evav', r 12'es Ciev e MAI 1 / ` 70 • o-soy i � � ,� o *41 �7'AN k o v 't Ak PROF. �- 1.,= r 5. oa /� � fP- = Z3.0S ^01 3 +aO dooms C 614a6>�9t3rt 4,111AWSZ) x 110 9 �A•r. r 33QI�. �. �,,� 0 ��lX�!!�Y• ACLOw'AB� dA��� FLoav FQ�' TNl.t 5�.�'�rYJ �,r��.�+4aL : !s® s`fF.• � �,s q,p�f�s,�. a .4 70 �lpd. � ' " 7`I S, Je l�o g,p.d.Is 79 T�-sr��.s z�7s.� �4g9.�•d, 1 "yk OF f o' CkAPMAP3 rio 2A54 SrONAL�N l� 10�9 e t •1 ELEVAT I ON SCHEDULE PROPOa(jo 01712 PLAW A. INV. • AT FOUNDAT1ON • """"'r caunoa 'sv0TarJ ! 2. INV. INTO,:SEPTIC TANK ' � IN 3. 1 NV. OUT OF SEPTIC TANK 4. INV. INTO DISTRIBUTION BOX = Sr•oo •' SCALE: 1`�- 20� /Y®V�,1976. i c_�&_� 5. 1 NV. OUT OF DISTRIBUTION BOX .�� CAPE COD SURVEY CONSULTANTS 6. INV INTO SEEPAGt PIT ROUTE 1.32 1 HYANNIS,MASS. 7BOTTOM OF PIT A DIVISION lOfTOM CURVET CONSULTANTS, IMG ^ B. BOTTOMS OF STONE LAYER _ o•SO 1 FINISH GRADE OVER D-BOX= 77.0± 4"SCHEDULE 40 PVC MIN.SLOPE 1% - FINISHED GRADE OVER BIODIFFUSERS- - GENERAL NOTES + 75.0 77.0 T.O.F. EL. $1.7_ PROVIDE H.D.P.E. RISER SLOPE @ 2%MIN. REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH UNLESS OTHERWISE� " N U ESS O E SE NOTED ALL SYSTEM COMPONENTS AND I LCONSTRUCTION w!COVER TO WITHIN 6 E RISER TO WITHIN 6 OF FINISHED GRAD " ACCESS BOX TO WITHIN 3 OF METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL F.G. YP OF 2 A OF ( ) FINISH GRADE " F.G. ONE PER OUTER ROW @ FND. EL.= 80•0�'±' F.G. OVER TANK EL.= 78,7-F 5 DIA. OUTLET(S) ( ) CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20"MIN.ACCESS DESIGN ENGINEER. COVER P.OF3 t i (N ) „ 9 MIN. 9 MIN. PROPOSED4 N EXISTING 4 _ 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL " 36 MAX. 36 MAX. TOP OF SAS/B.O. - 74.00 - 4 PVC TEE SEWER PIPE _ - PVC SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED. =- 3"DROP MAX " » '+ 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN » N L 39 _ 6 3 » 9 _ 3 - 2 DROP MIN MIN.SLOPE 01% PROVIDE WATERTIGHT ELEVATION -74.00 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A 10 » ;_I PVC IN FROM JOINTS(TYP.) 1 0$� N 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF t1 N 13 THE LINER I NOT THAN THE BREAKOUTELEVATION. » is 4 V T TO P. L E S O LESS H E BREA OU F P C OUT (TY ) » SEPTIC TANK SEP C • � 14 � 77. ± � 7.13 (TYP) 0 59 , LEACHING FACILITY 0 SLOP ALL SOLID PIPE AT 1.0 MINIM O - 5. E L /o UM O - 1 1 12" 6" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. HALL � �" - " CONTRACTOR CONTRACTORS 73.51 72.92 laid flat ;2.875 (34.5 ) 73.90 OUTLET TEE MIN. 73.73 I VERIFY CONDITION OF TYP.4 SHALL VERIFY SIZE 8 ( ) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK , AND CONDITION OF EXISTING TEES 5'0 FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS GAS BAFFLE 6"CRUSHED STONE (TYP.) 5 MIN. 11.5 AND REPLACE AS EXISTING SEPTIC OVER MECHANICALLY N P O NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH RE D 25.0 Q NECESSARY TANKCOMPACTED BASE AND DESIGN ENGINEER. TYP. 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 79.68 TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < ESTABLISHED ON CHISELED SQUARE OF CONCRETE SLAB AS SHOWN ON PLAN. Ou 65.00 BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. BIODIFFUSERS END VIEW BIODIFFUSERS PROFILE EXISTING 1 000 GALLON CONCRETE SEPTIC TANK (PROFILE) ( ) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. SEPTIC TANK PROFILE ARC 36 #�3613BD BIODIFFUSERS *CONTRACTOR SE DISTRIBUTION BOX DETAIL ( ) CO 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE NOT T SCALE NOT TO SCALE TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. O O NOT TO SCALE STRUCTURESSHALL BE AD WATERTIGHT. MADE TEST PIT' DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING PERC NO. 14187 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM Donna Miorandi, RS APPROPRIATE AUTHORITY. � INSPECTOR: , _ 12. • "' ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H 10 LOADING UNLESS . �;• EVALUATOR. Michael Pimentel EIT CSE S dt , . -►- -'`' LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE t r C.S.E.APPROVAL DATE: Oct. 1999 - - THEY SHALL WITHSTAND H-20 LOADING. 1 _ November 7, 2013 - DATE: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. =R, TEST PIT#: 1 �. CONVENTIONAL RESERVE DESIGN SAS EQUIVALENT ... _. � . 4 14. WHERE REQUIRED CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE , _ � ;. ;. ELEV TOP- 76.00 (two 500 gal. chambers w/stone(12.83 x 25.0)-472 s.f. I?` MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. APPROXIMATE LOCATION OF EXISTING 3 4 ._ Y x , _ � � � MAP 3 � <65.00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, effective leaching area provided,which is>446 s.f. required) LEACHING PIT TO BE PUMPED, FILLED �; ,,, ELEV WATER- Y4 PARCEL 62-02 V�/fTl-i CLEAN SAND &ABANDONED _ FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). CONVENTIONAL PRIMARY DESIGN SAS EQUIVALENT • ` �, r`', ,,' PERC RATE - <2 min./inch G 4 FDISCREPANCIES FOUND IN 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER O ANY n two 500 al. chambers w/stone 12.83 x 25.0 472 s.f. ,: A " " 9 ( ) ( APPR0�11�9ATE LOCATION OF EXISTING -� � , - �-, �� _ 78 -96 t; �,� ., .> _ DEPTH OF PERC SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. effective leaching area provided,which is >446 s.f. required) DISTRIBUTION BOX TO BE ABANDONED � � 16. 1 LOCATED WITHIN: c� - PROPOSEDPRO ECT S LOC TE. J TEXTURAL CLASS. 1 L- .._ .f . 123.4 - � Q 3 �• =_ t _ 0 �' �„,� � � � ASSESSOR S MAP 43 PARCEL 51 R-2138.01 70x5' - a n PROPOSED INSPECTION PORT WITH1 1 •1 " LOCUS' ACCESS BOX TO GRADE (TYP OF 2) OWNER OF RECORD: PETER MASON M 3 2 76.17 WAKEBY R AD - ADDRESS: 226O PROPOSED TOTAL 20 ARC 36 (#3613BD) I I // '�`�' P 70x8 a r ,$ f r ' - O p" Ltter; 76.00' MARSTONS MILLS, MA 02648 /1/ \ e 'ti�, S 1 _ BIODIFFUSERS IN A FIELD CONFIGURATION t�` G .� 'D B Loamy Sand FEMA FLOOD ZONE C fcPOe �Ox9' MAP 43 f s s 1 1 OYr 5/$ COMMUNITY PANEL# 250001 0015C \ � ) .f 17 DEED REFERENCE BOOK 2266 AGE 196 REMOVE ALL UNSUITABLE MATERIAL DOWN � �40°ij, �� .��-9� � ( PARCEL 51 � k _, r F r 48" 72.00' g� p �' 'Qi L�. ♦ Fy ( 20,743±S.F. �= "C2"SOIL AND REPLACE WITH CLEAN 'Lid 2�, /�� !I '` Fine Sand Loam COARSE SAND PER 310 CMR 15.255(3) �' �� �O ( r= t1 ` C_1 y 1$. PLAN REFERENCE: PLAN BOOK 317, PAGE 12 , c ,� y r a s 2.5Y 711 .. .S• 6 .LJ . „ N „.wL - �� PROP. D-BOX � � `- ,�.� � "� r £ •,,, ,t+ X", 78" - 69.50' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ZON 2 �4 E. t . Perc r >, , ` _ 20. ,PROPERTY LINE.INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY �, ,: w. �� r <. , d:, tr V- TP 1 s , .. a .� 3 f,, �:. 68.00 �, . .�., , _ OFF .:, CS.... <,,, .-.,., � �� .y_ x,.a� �-E_. -„ 96 �_ _ ;.: �t .,,;_. .., -_ ,. . �,�.. ..,, FOR SYSTEM UPGRADE.-JG ENGINEERING WILLFVOT-ASSUME ANY LIABILITY � .,- -a \ .,� � --- �, � .'� .� ,:; � •� r r; x ��� FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. \ . Q / �\ ,, .' Med.to Coarse Sand Benchmark TP 2 W ;{ d u _ C-2 21. THE FOLLOWING LOCAL VARIANCE IS REQUESTED FROM THE TOWN OF BARNSTABLE'S ._I � . . . � _ �,� .. ,.. �.. .: ._.1. ._ 2.5Y 616 Square r Chiseled q ca U 7 � CHAPTER 397: WELLS REGULATIONS;• SECTION 397 2: 4 \ \. SEPTIC TANK loose,EXIST. 1 000 GAL. SE Concrete Slab 8 E S 6' TO BE UTILIZED IN THIS DESIGN (1.) A 31.5 VARIANCE(150.0 - 118.5)FOR THE SETBACK FROM THE PROPOSED LEACHING Elevation =79.68' \ \ \ 7 9, \ FACILITY TO THE EXISTING WELL LOCATED AT 226 WAKEBY ROAD. Approx.M.S.L. LOCUS PLAN 1 ch a, »_ , N o SCALE. 1 - 1000 132" 65.00' \ \ Cat• \ No Standing,Weeping or Mottling Observed \ �' TEST PIT DATA LEGEND �-- \ $O�DEC �� DESIGN DATA PERC NO. 14187 ✓ #` ` �' �8� INSPECTOR: Donna Miorandi, RS 50x0 EXISTING SPOT GRADE - _ . »_ NUMBER OF BEDROOMS(DESIGN) 3 (MIN. PER TITLE 5) EVALUATOR: Michael Pimentel, EIT,CS - 50 - - EXISTING CONTOUR O - F SCALE. 1 20 SWING TIES o�t. lsss <t O C.S.E.APPROVAL DATE. � icy ?9 8p� MAP 43 DESIGN FLOW 110 3AUDAY/BEDROOM 50 PROPOSED CONTOUR w / �� Q '� -� PARCEL 53 DESCRIPTION HC-1 HC-2 TOTAL DESIGN FLOW 330 GAL/DAY DATE: November 7,2013 i� \ O \ TEST PIT#: 2 GAS EXISTING GAS LINE BIODIFFUSER CORNER(1) 47.2' 32.5' _ \ N 11 8� \ LF � \ 82\` DESIGN FLOW x 200 % 660 GAUDAY ELEV TOP= 76.'00' ❑/H/W EXISTING OVERHEAD UTILITIES ° CO o_ BIODIFFUSER CORNER(2) 62.6' 55.9' , o `- � `�4 ,. y � � USE EXISTING 1,000 GALLON SEPTIC TANK ELEV WATER= <65.00 9� Z �eL \ 9A\ W W EXISTING WATER LINE BIODIFFUSER CORNER(3) 70.8' 60.0' PERC RATE_ BIODIFFUSER CORNER(4) 57.7' 39.2' TEST PIT LOCATION \� I o 8g 00,E �,� DEPTH OF PERC= EXIST. INSTALL 20 - ARC 36 #3613BD BIODIFFUSERS �' \ TEXTURAL CLASS: 1 � � EXISTING 1,000 GALLON SEPTIC TANK WELL o - - _ _ o SYSTEM CAPACITY PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE I _ L= 5.00' 8� \ / `�\ (TOTAL L.F. OF BIOS)(4.8 SII(0.74 GPD/SQ.FT.)=GPD 2" 76.17' �j ` 1�� 100.0' 4.8 SF/LF 0.74 GAUSQ.FT. = 355.2 GAL. LEACHING/DAY O " Litter ❑ PROPOSED DISTRIBUTION BOX 5.01 / C�° �'s AJ ( )( )( ) p 76.00 _I_ _ •c �s�L� Loamy Sand 0 PROPOSED ARC 36(#3613BD)BIODIFFUSER WAKEBY ROACH EDGE OF PAVEMENT // �� '�'��o� TOTALS: B 1 OYr 5/8 (40'WIDE LAYOUT) T' (3 A'Pi,�L�. 9'P�."9� TOTAL NUMBER OF BIODIFFUSERS: 20 " 72.00' TOTAL NUMBER OF COUPLINGS. 0 48 Y/N TOTAL LEACHING AREA: 480.0 C_1 Fine Sandy Loam 112 ti 12 T `s0. �y�/ TOTAL LEACHING CAPACITY: 355.2 2.5Y 7/1 REV. DATE BY APP'D. DESCRIPTION (2 w/ 78" 69.50' PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR: CAPEWIDE ENTERPRISES 0 NOTE: Med.to Coarse Sand EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE C-2 2,5Y 6/6 DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL (loose) LOCATED AT LETTER CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR SYSTEMS, INC., REVISED OCTOBER 28,2013. 226 WAKEBY ROAD TRANSMITTAL NUMBER=X235253. MARSTONS MILLS, MA 02648 NOTES: ; SCALE: 1 INCH = 20 FT. DATE: NOVEMBER 27,2013 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC r HC- 132" 65.00' SYSTEM COMPONENT. No Standing,Weeping or Mottling Observed ��'�o�'rss o �o Zo ao ao FEET c1 PREPARED BY: \ ' DECK e' ' JOHN L. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED 8 ® RESERVED FOR BOARD OF HEALTH USE LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. HC-1 �` CHUR HILL JR• JC ENGINEERING INC. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH �, F�-�S�'2�, v so 4 2854 CRANBERRY HIGHWAY TEST PIT DATA. EAST WAREHAM, MA 02538 3. PROPERTY IS LOCATED WITHIN THE WE PROTECTION OVERLAY DISTRICT AND SITE PLAN �<<�ti°�' `' 508'273'0377 ESTUARINE WATERSHEDS. SCALE: 1"=20' Q O' ° Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2577