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HomeMy WebLinkAbout0007 THACH LANE - Health (2) 7 Thach Lane Hyannis , A=292 a ' V k r 9 `n II i } x o G iI ' TOWN OF BARNSTABLE LOCATION T04C �N SEWAGE# 2 �Q f VILLAGE I-� Qj���.� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.GM EW d SEPTIC TANK CAPACITY 1 Sep &*L"M LEACHING FACILITY:(type (size) (a.2 C X)5- I NO.OF BEDROOMS OWNER PERMIT DATE: 3-9- i 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 �v� site or within 200 feet of leaching facility) A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY (2Apc W B D 6 F n In c W ov 6 �.!'e ► 1 4 1� 1 C �a a7 ea as � q P as `► � � �. i. LV pp No. ���� (�a II Fee it 00, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: � PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zfppf Cation for 33ispo8ar *pStpm ConstCUCtion 3dermlt Application for a Permit to Construct( ) Repair X) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 17 "('H4d4 L tj H YA 00 Owner's Name,Address,and Tel.No. accFl-AP_j 511WAJ Assessor's Map/Parcel acid '7 rtt4<f( L A tJC— r}Ye40N( Installer's Name Address,_and Tel.No. o 2-q Z-1 -Vs 81-7 Designer's Name,Address,and Tel.No. 50 8-X7 3--10377 egQEwap E T�t'lLfS Te- &WC.iNe0Zx&jCx =*.)G Type of Building: Dwelling No.of Bedrooms Lot Size 5 120 3 sq.ft. Garbage Grinder( ) Other Type of Building RCS i 0b,JT t 4-L. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33® gpd Design flow provided 3q-9 c 3 gpd Plan Date —`®"x01-I Number of sheets Revision Date Title Tb#Aet4 LA WE 14YANN(S Size of Septic Tank 106 G1:50n �;0 aa&t'OA�i. Type of S.A.S. l �l '560 CykA '.10 C 6LS Description of Soil do4klL$t✓ !�wNo ir /S0EE pC4*J Nature of Repairs or Alterations(Answer when applicable) N QEW i 5Op G—� Gprg:VA&r c QVT Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal Signed Date 3 -01 a,0(`I Application Approved by Date !Z Application Disapproved by Date for the following reasons Permit No. r C7�� 001 Date Issued 3'�c_j No. �t I� / `l/��1 ,i Fee 100 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes � PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitatlon for Disposal *pstrm Construction 3pPrmit Application for a Permit to Construct( ) Repair 0<) Upgrade(- ) Abandon( ) ❑Complete System ❑Individual Components 1' Location Address or Lot No. 17 -T"AdA W H 14#4 0015 Owner's Name,Address,and Tel.No. PtcHAIMU 51-fIAral Assessor's Map/Parcel aqZ O ` 7 'rt f4<.H i-,ojE l4V,4NFJ( Installer's Name Address,and Tel.No. O$-�f T7 - "1'1 Designer's Name,Address,and Tel.No.50$-Al3-0377 CAPEwtD i�i� JTEKPA-(S9 SG G�GtIcJta'�ua>C� =Oc- � r S3 vLec S'r ldt,45t�FP��, �SS�f C����ca c.�4acc-del� Type of Building: Dwelling No.of Bedrooms 3 Lot Size ( 51�••7 3 _ sq.ft. Garbage Grinder( ) Other Type of Building R=SI D6�C k A rL, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 gpd Design flow provided 3�� ?j gpd Plan Date 3"(v"X01 1 Number of sheets Revision Date Title -1 T9 4ck L-A1je 14yA&M S Size of Septic Tank!OC 0/5 00 (;Q C0A4'QA'RT. Type of S.A.S. t5 as C"a-0&) H';O GNAn(P d LS Description of Soil do At2SC SAN]1� \�✓�_��. SE>c pC/4tJ Nature of Repairs or Alterations(Answer when applicable) N 1E LJ 1500 Lc��!�t ��oo A COW FAAX QVT 5 69 TiC hAaUtL N t'1-U 4•a D—S �.) 5c c7 Ca4fl.L N�a.0 L- GtE-CV Ct- -Ck� &-g t.Jc7r( �{ FOET 04: 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 Health. Signed Date Application Approved b PP PP y-1�M_tJ�- �/�ti,�-�.c,;.�. •'`{�:`� Date T Application Disapproved by Date for the following reasons Permit No. a L / -' 06-1 Date Issued - -7 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS K CPrtlfItate of Compliancr THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(k) Upgraded( ) Abandoned( by dAp IS t E-N'fz ZZA(SEA at 1 7(+&Ck� L�o(NN( 5 has been constructed in accordance G with the provisions of Title 5 and the for Disposal System Construction Permit No. c 7- �, dated Installer CAPGW I,06 6PT02,W, 6K Designer -TC aJ&`&)g=-1DGjJG-� Zt K— #bedrooms 3 Approved design flow A gpd The issuance of this permit shall not be construed as a guarantee that the system will rlfun ti lnl as designed. ��]Date 3 - Inspector 14 . k�, - --------------------------------------------------------------------------------------------------------------------------------------- No. 1I OP( Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstrm Construction i3errnit Permission is hereby granted to Construct( ) Repair(X ) Upgrade( ) Abandon( ) System located at -7 'T OA-c,q L,*tijC and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date `� Approved by � -d J Town of Barnstable Regulatory Services BAFWSCABLE, Richard V. Scali,Interim Director � ' MASS. g Public Health Division t639' �0 039.. Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: SUS-790-0304 Installer & Designer Certification Form Date: 3' .I Sewage Permit# k> O(okssessor's Map\Parcel Designer: 37 Eo5iglceft_nj ..'Tor_ Installer: Caecwid?_ tvtk�rprise__S Address: L85`l GCciober'ry Oi WaY.. Address: 153 Covomerc: oi,, SA/rCi Cask warzlnum Ha oz53 $ Ht,sti��e, 'Nr� 02 � y 9 On 3 "q' 1 La ew+ck &M�e(fse..S was issued a permit to install a (date) (installer) septic system at "f7 1 1 C<C n L%?I eL based on a design drawn by (address) 'SC Lyicoinee_cin� S�oL_. _ dated Vl C•6'+i C- , U17 . (designer) 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. Strip out (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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was construe lice with the terms of the I\A approval letters (if applicable) o�,��P�"j r JiryS�C3Ch JOHN L CHUB ILL JR. v i•' - VIL (Installer' -Si Lfe) A N .41 7 siL�ner's Signat (Atli.x�D ,igne s St'mp Here) PL ASE RETUR TO BARNSTABLE PUBLIC HEA I[ D VIS N. CERTIFICATE. OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTU T411S FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBEIC HEALTH DIVISION. ' THANK YOU. QASepd6Desigur Certiticatian Form Rey'8-I4-13.doc Town of BarnstableWE P# Department of Regulatory Services .ntwarAat�o k Public Health Division Date 2j 10 It :-., MA89 �m79 TV 200 Main Street,Hyannis MA 02601 I • rfll tdKt� � Date Scheduled TfineM Fee Pd._ d() r� Soil Suitahility Assessment for Se •ge isposal Perforotcd•Hy: 1 1(C�flaet eC�Me�Pt1 �a CSE V ` t -J Witnessed 0y: jk 19s, LOCATION&.GENERAL INFORMATION Location Address Owner's Name Ri a t4,4 p • . 7 ?ff/�GHf L 4 v& hf Y�41vx1 tS p S fl lvrV Address '] -V-(AgV W 14}yFXJ()I Assessor's Map/Parcel:` �a/ �� Engineers Name cMstu vE Te— CW.,rN 2c ray #SD8 �3- 3 NEW CONSTRUCt'ION( l,REPAI"R�h � Telephbne# ,jQ�-�7 7 �-9.8 '7 Z Land Use•61►�iC- YYt t�ti �lke.ArtVn Slopes m_ - a, Surface Stones - - • J Distances from: Open Water Body - ft Possible Wet-Area ft Drinking Viater Well ft Dralhago Way i ft Property Line _Oft Other ft SKETCH:(Strect name,dimensions of lot,exact locations of test halos&pare tests,locate wetlands-in proximity to holes) �e�. a��c�clne�� p�p��.. • i - Parent material(geologic) OL4U)aS YI Depth to Bedrock �i r Depth to Groundwater. Standing Water In Hole: 713� �5 Weeping 1}•olp Pit Pnea >\3 a b_C2 ' Estimated Seasonal High Groundwater _ 7 nae, ba s, DETERMINATION FOR SEASONAL•HIGH WATER TABLE Method Used: 17j WA e3b5erya•1101A Depth Observed standing in obs.hole: `a I? In, Depth to sell mottles: `3 O- In.' Depth to weeping from side of obs,hole: '7 1 b•Je_ In, Groundwater Adjustmont ft. Index Well-0 Reading Date: Index Well levol • - Adj4hetor Adj.OroundwaterLevol„� PERCOLATION TEST Dnie a a7 Tlwe i&AM Observation Halo# Time at 9" n Depth of Pero ��"�a Time at 6" Start Pre-soak Time @ i y'00 Time(9"•6") End Pre-soak Rate Miu./Inch �- Site Sultability Assessment: Slto Passed 5_Y Sits Palled: Additional Testing Needed(YIN) ` l� Original: Public Health Division Observ'a1lon Hole Data To Be Completed on Back------- ***If percolation testis to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTICU'BRCPORM.DOC �0� DEEP.OBSERVATION HOLE LOG Hole# l Depth from Sail Horizon Soil Texture Shcl Color Sall• Other Surface(In.) (USDA) (Munsell) Mottling (Stnuctum,Stones;Boulders. • aslatency.96'arnyol) • Li-11 A, I_S 'in Yr 3I 1 f3 LS icy Yr 516 C,- I CS 2,TY 616 - lo-at?'/o era�el C -13:-' C-.L Y 6/1 - I oascJ Y ' DEEP OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Soil Texture Soil Color Soil Other Surface(in.) ' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sall Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottiing (Structure,Stones,Boulders., DEEP OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Sall Texture Soli Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders, Flood Insurance Rate Map: Above 500 year f lood boundary No— Yes Within 500 year boundary No.� Yes Within 100 year flood boundary No.,/— Yes Denth of Naturally Occurring Pervioas Material Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorption system? CV < If not,what Is the depth of naturally occurring pery ous material? Certification I certify that on U (date)I have passed the soil evaluator examination approved by tha Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and xperience described in�10 CMRA5.017. Signature --- Datts Q-.WEPTI0PBRCPORM.DOC Message Page 1 of 1 McKean, Thomas From: McKean, Thomas Sent: Wednesday, July 19, 2006 9:20 AM To: Taylor, Madeline During our staff meeting held yesterday, we reviewed the three applications. The following comments and questions were received: 7 Thach Lane- Question: What is the floor-to-ceiling height at the "second floor loft?" Is this a sleeping loft? The septic system appears to be adequate for three bedrooms. 45 Uncle Al's Way If the two storage rooms are finished rooms, more work needs to be done to remove these rooms (also reference email dated July 12th). A revised floor plan was received however, these rooms have doors and there is privacy provided between the apartment and these rooms. 44 Mark's Path (Three level home)- The submitted sketch is inadequate. Please ask the applicant to submit a neatly_drawn floor plan using a straight edge, labeling every room, along with dimensions and doorway widths. The submitted floor plan shows an unlabeled room adjacent to the"dining room" in the basement. What is it? There weren't any dimensions provided to the doorways, including to the"family room." Where is the staircase on the basement plan? It isn't shown. The applicant has another option: eliminate a bedroom from the first or second floors of the home by providing a five feet wide opening within a another doorway or wall between rooms (also reference emails dated May 3, 2006) . -----Original Message----- From: Taylor, Madeline Sent: Monday, July 17, 2006 10:27 AM To: McKean,Thomas Subject: Septic Approvals Hi Tom I need to get things finalized for the August Hearing and was hoping you could send me over approval notices for 44 Marks Path, Hyannis (conditional upon the family room doorway being widened to four feet) and 45 Uncle Al's Way (conditional upon opening up the 3rd bedroom in the main house to five feet and removing two bedrooms from the lower level). Also Thach Lane would be great too- I know you said you found something on file for it. I really appreciate your assistance. Thanks Madeline 7/19/2006 C--fN McKean, Thomas From: McKean, Thomas Sent: Monday, July 24, 2006 4:16 PM To: Taylor, Madeline Subject: 7 Thach Lane Health Inspector Donald Desmarais went to this property today and looked at the apartment and the second floor"loft" There was a steep ladder/stairwell wfich led to the room with open railings at the top. There was a bed observed within the loft. We will approve the application with one condition: the applicant shall remove the bed from the"loft." 1 r Town of Barnstable Health Inspector s t oFVE r� Office Hours do Regulatory Services 8:30-9:30 Thomas F.Geiler,Director 1:00—2:00 * MANSTnst.E, MASS. 679• Public Health Division i ♦0 ArF p►��A n [M 0�[2 Q W[E�p Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 JUN 0 82006 Office: 508-862 644 Fax: 508-790-6304 GROWTH MANAGEMENT AMNESTY P PLICANT — SEPTIC QUESTIONNAIRE 1. General Information: Size of Property: U� L Address: ( AMap Z rq Z Parcel® U Name: VIOL-(A ��r� Phone 7 3�--7 9 7 o 2a. How many bedrooms exist at your property now? 'S 71J �Z-' 2b. Are you planning to add any bedrooms? If yes, how many? 2c. How many bedrooms total are proposed at this property (including the amnesty unit)? 2d. Please include a copy of the floor plans for the entire property - showing the existing t rooms in the home plus the proposed amnesty apartment and/or addition. Please label each room clearly on the plans. 3. Is the dwelling connected to public sewer? YES or NO If the dwelling is connected to public sewer,ski questions#4 through#9 below. 4. Location of dwelling is INSIDE or OUTSIDE a Zone of Contribution to public supply wells? 5. Is the dwelling connected to an ONSITE WELL or to ' P IC ATER? } 6. Is a disposal works construction permit on file? YES or NO 64. If yes`Iow many bedrooms were approved according to this permit? Bedrooms. 7-Were any-building permits obtained for construction of additional bedrooms? YES or NO 8_,Is there an engineered septic system plan on file at the Health Division? YES or NO t� 9.,Has the septic system been inspected by a DEP certified inspector within the last two years? YES or NO --------------7--------------------------------------------------------------------------------------- -- r co FN FOR OFFICE USE ONLY The Public Health Divi ion has no objection to bedrg ors it Ois property. Special Conditions: Ito.56 3 Signed: Date: Mzlb eb -.. _ •Zn��o ul�o�-f Q;/health/wpftles/amnestyapp J lea I S McKean, Thomas From: McKean, Thomas Sent: Friday, June 23, 2006 5:08 PM To: Taylor, Madeline Subject: 7 Thach Lane/Goodwin I am in receipt of a septic questionnaire for the above reference address. The Health Division has no records regarding an onsite system at this address. Please ask the owner to submit a multiple paged inspection report completed by a DEP certified inspector. 1 ir TOWN OF BARNSTABLE SEWAGE # 0 VA VILLAGE}� ��` ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO.E2L�, C 1 ) -1!i �Z y SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 1,5cjAk k!C�j5 (size) NO. OF BEDROOMS PRIVATE WELL O ' 1'�UB�LIC WATER BUILDER O OWNER `�� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED- VARIANCE GRANTED: Yes No oz9 3 q � � J 711,ac-f TPZ-ZO BARNSTABLE LOCATION LA, roc= SEWAGE # VILLAGE Q\ ,.,, ,��r v-- ASSESSOR'S MAP 6 LOT INSTALLER'S NAME & PHONE NO. 7� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS 3 PRIVATE WELL O PUBLIC WATE BUILDER QR�OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: LIZ? o, VARIANCE GRANTED: Yes No O Q s � p � � c .� �� v ''^1\,v V 1 s C C a � A �, j r �. .. YT t i �. `•-1 �� .......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i TOWN OF BARNSTABLE Appliratiou for 14upuuai Works Tuustrurttun Permit Application is hereby made for a P rmit t o truct ( ) or Repair anIndividual Sewage Disposal System at• �e& ... . . . -- .... ............... .. . Loca on ddre s )io..... �S-.�`� -- ---------- --- -��1�.......--..--...--•---•. ----...--- ��ner Address Installer Address UType of Building Size Lot----------------------------Sq. feet �-t Dwelling—No. of Bedrooms___•--._.--_--3.......................Expansion Attic ( ) Garbage Grinder ( ) P4 Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures -------------------------------- - WDesign Flow......................:.....................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length________________ Width................ Diameter................ Depth___.-__--___-_-- x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No.___---•-.._-_--•__-• Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a Percolation Test Results Performed by................................... --------------------------------------- Date........................................ ,_l 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........................ ..................................................----•---•---•--------•--------•---------------•--......................................................... 0 Description of Soil........................................................................................................................................................................ x V -•---------------•--•-••---••••••--•------------•------------•----------•---------•-...........-•=•-------•-------------•------.............----•----••---•--------•---•------•----•••----•...--•--•-•-- W -------------------------------------------------------------------------------------------------------- -�- 1 ( U Nature of Repairs r Alterations—Answer when applicable___' f-`-, '_!_t!_`— M.I.Clevp. ...... . ... ............... -------------------..:!5.CY L Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental ode—The undersigned further agrees not to place the system in operation until a Certificate of Complia " n is d by the boar of health. Signed ...... ' .......... --------_---------- '-...'" ......................... ------17 �o Date �y Application Approved BY C� V ----". '�>- J--..-...._.....'---...'----"-'...............'-------..'------'-----.... Date Application Disapproved for the following reasons- ----------------------------------------------------------------- -----------"-------------------------------------------------- ------------------ . -----"----"----"----'-------------"-------'-------- ---- ---'------....-'------................................................. 1�10 Date Permit No. ...... IV--------_1/f..51."------"--------'--. Issued -'------"----'---------- =................................ Date Fss..... G.... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Allpfiration for Uispaiitt1 arks C�nns#rnr#inn amit �� Application is hereby made for a ermit to(�C©�) truct ( ) or Repair (Individual Sewage Disposal t System att 11�" 7 ....._ K - tv ------ ---------------------- ............................................... - - -- ,/��\ vFy, Location- d�ess\,` v 15 No .\-.•---- -- ----- -- -- ---- _. .................. --.._._........ ... 2A............ I i arc���t S J 6 1 Address � <�° ------------ ...__........._1 �. Installer Address d Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms...............�-.............................Expansion Attic ( ) Garbage Grinder CLI� Other—Type of Building No. of persons____________________________ Showers — Cafeteria 44 Other fixtures:11 -----•-••---•--•-••---•------•-- - ---------------------------------------------------- ••--------------------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter.................Depth................ x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area_---________________sq. ft. Seepage Pit No--_---------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ LZq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 -•••-•---•-••••••---•---•-•------•--••-•----•-------•••------•-•-------------------------------------------------------------•--......._..--•---------__•--- , ODescription of Soil........................................................................................................................................................................ x U -•--------------------------------------------- --------------------------------- •--------------------------------------------------------------------------- •--------•--------•••------------------------ x at of Re airs Qr Alterations Answer hen a licable � � ' f' � + ----------------- Agreement: The undersigned agrees to install the aforedescribed;,Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental ode The unde-rsi ned further agrees not to place the system in operation until a Certificate of Compliance Zia b n issuedby the boarZI of health. Signed` l� - U .... ---------------------------------------------- -- ------------ Date Application Approved By V. -. t. 7- .....� Date Application Disapproved for the following reasons: ---.....................................................................................---------------------------------------- ----------------- --------- -------- -- ------ ------------------------ qqoo D PermitNo. ..........L.4.....'...-- ` --------------------- Issued .........................................................-.ate e...--- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C9eztif rate of (fampliance o . Disposal System constructed 1Repaired THfi� Tg -RTIzF�', T apt ��e Ind.............I.ividual Sewage D spos Sys ( , or ( ) b ... - Insmller f - 1 � at ------------ ------------------------------------------�.....------.� ................................................................................I---------------- !�--......------....------------ ....� -------------- ..---"- ------............................ ------.---------- -- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code/as described in the application for Disposal Works Construction Permit No. ..........��.'...'.�� dated .........Z.1 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. tC�G��✓(/�' t DATE.... ( .. -------------------------------------------------------------------- Inspector ........---..............---------- L i THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 4 TOWN OF BARNSTABLE No...... ............!. FEE.. D.......... Permissionis hereby granted.................................................................. -•-.......��......._...._.............----............._----...... to Construct (1)�o�r Rep�i,l(� an Individ4aal Sew g D'sP4�a1 Sysx atNo...................., [.`.1..................1.._.. �..---...4 .... �-\J---------V-. r' ...-•..----•--._....-----•-•--•-------••••----•--........_ Street � as shown on the application for Disposal Works Construction Permit No..�..__(/ _. Dated--------------------------------------Y ................................r._..p.. --••- V Board'of Health DATE..............................•---....--------------•-•--•--••-•---•---..._...-- FORM 36508 HOBBS 6 WARREN.INC.,PUBLISHERS i I a � r _ ��o `OIN 4 - .. ��. .� o �` �,, �. V\\\y\�� � ) J - �, � �� 1 •� r�x j r/�l�! � � ___ �• � � g V c �a ,1� � � e r - - .- � �l . . I �. � . ,� . , y . . .. .. ����. �� . �� _ - , ------------ ----TOP OF FOUNDATION= 53.1'± PROVIDE EXTENSION RISER WITH PROP.VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL NOTES IFh COVER OVER INLET&OUTLET TO FINISH GRADE OVER D-BOX= 52.2 ± FINISH GRADE OVER CHAMBERS= 52.0' - 52.2' FINISHED GRADE WITHIN 6"OF F.G. (TYP OF 3) F.G. OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED AT FOUNDATION = 52,0'± TANK EL.= 51 .3 ± REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION i RISER TO WITHIN 6"OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL GAR. PIPE " 0 2"OF 1/8"TO 1/2"DOUBLE WASHED 5 DIA. OUTLET(S) MIN SLOPE 1/o BOX TO F.G. (SEE NOTE 19) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. INV= 49.50' 36"MAX. PROP. 4"SCH.40 Ir PVC SEWER PIPE �_ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 1 4"SCH. 40 PVC TO 9"MIN TOP OF SAS=49,50' PLACE RISERS ON ALL DESIGN ENGINEER. 2" DROP MIN. �� CHAMBERS WITH " .- DISTRIBUTION BOX 9 MIN. 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL MIN.SLOPE�1% 6" 3" 3"DROP MAX. 3" 9" 3" 9" 36"MAX. ' , INLET PIPES TO 6"OF - -_-_- -- 48.50 35 MAX. BREAKOUT EL= 49.00 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. -`� ----- MIN.SLOPE f% s L = 24'± 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 14" 14" ,49•25' PROVIDE WATERTIGHT ELEVATION =49.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4"PVC IN FROM LL�JOINTS TYP. *CC<>q2 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 50.2+ NOTE: SEPTIC TANK O 4"PVC OUT TO O 0 0 O o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. ALL INLET AND 48" OUTLET TEES SHALL Al2- 6 LEACHING FACILITY 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 49.50' BE PLACED DIRECTLY 48.95' 7 48.78' 2' o 00 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. GAS BAFFLE GAS BAFFLE UNDER A COVER. 00 0 o 00 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 00 11.6'TO SLAB 1000 GAL. 500 GAL. STONE 0 0 0 0 000 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 15.8' TO FND (48 HRS DETENTION) OVER MECHANIC 0 0(24 HRS DETENTION) COMPACTED BASE cF _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 4'0' g 5' mrp) _ 4.0' 4 0' 4 83' 4•0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L DATUM. BENCHMARK ELEVATION OF 52.00, OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 25.0' (Np•) ESTABLISHED ON A NAIL SET IN UTILITY POLE#535/6,AS SHOWN ON PLAN. PROPOSED 1000/500 GALLON TWO COMPARTMENT SEPTIC TANK (H-10) PIPES TO BE LAID LEVEL. /,46.50' GROUND WATER ELEV.= < 41 .00 12 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION LENGTH 10'-2 /2" WIDTH 6'-1 '/2' DEPTH 5'-3 IF DIMENSION AS PER 2 - 500 GALLON H-20 CHAMBERS 5'MIN. CHAMBER END VIEW 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 `CONTRACTOR TO VERIFY" 1 iN(j WIGGIN PRECAST CORP. TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK & SEPTIC TANK PROFILE POCASSET, MA H-20 DISTRIBUTION BOX DETAIL H-20 CHAMBER DETAILS NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE (800) 564-6774 NOT TO SCALE NOT TO SCALE 10• ALL JOINTS WHERE PIPE ENTERS AND EXITS CONIC. STRUCTURES SHALL BE MADE WATERTIGHT. _ 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING r ` •� • • • , `` �� \' TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. rr • ' � 1oq o • .; PERC NO. 15278 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED rr • INSPECTOR: David W. Stanton, R.S. UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR �r • p� le 0 EVALUATOR: Michael Pimentel, C.S.E. TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. MAP 292 ��r 4 C.S.E.APPROVAL DATE: 10/27/1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. PARCEL 91 C/B HELD ! ` �� ' DATE: February 27,2017 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ft `- ' TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 46�' N ' • ` `', " , , REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ELEV TOP= 52.20' --47 / S? l:, • Q So W r7 / FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). <41.20= ' PROPOSED VENT PIPE; EXACT LOCATION "'" (ROE ���' . ' S8 © ELEV WATER 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN L PER OWNER ~�- / 50 GUYWIRE ' `" SQ PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. C • -. Aar iJt Ki*TE PAD J r • ' ! 16. PROPOSED PROJECT IS LOCATED WITHIN: 6g • 0 EXISTING ELEC. LINE TO BE \ N �1a30 (TYP OF 4) X DEPTH OF PERC= 32 -50 \ / LOCUS ASSESSOR'S MAP 292 LOT 90 / U.P. #535/6 • � �, �"•-�, o- REMOVED--_., � � ( TEXTURAL CLASS: 1 ! . c • ' ["� • OWNER OF RECORD: RICHARD A. SHINN N --51f PROPOSED INSP. PORTlol\ r Benchmark . f j , . (,J m o Nail Set in U.P. 4 a �•_ � �� Elev. = 52.00' �• • • � _ �� � �, 0" 52.20' ADDRESS: 7 THACH LANE PROPOSED 2 500 GALLON LEACHING / ( s / �� Approx. M.S.L. . • : • } E • rr ; Fill CHAMBERS WITH AGGREGATE (H-20) -�-/ c? � __. � -'T..�-� _�,; '•`" • � 4" 51.8T NNIS, M 02601 z EXISTING LEACHING FACILITY I.E. 3 GALLEYS NE 2 `^ 2xo' - ( ) • ( , A Loamy Sand FEMA FLOOD ZONE X PROPOSED D BOX (H 20) y ` r� • COMMUNITY PANEL# 25001CO566J �.' TO BE ABANDONED (APPROX. LOCATION} � � �. �. ,, 12 10Yr 3/1 51.20'p DIRT 1 s TP.1�: , p... DRIVE ��� l �' � � • 17. DEED REFERENCE: BOOK26004, PAGE 327 � EXISTING DISTRIBUTION BOX TO BE ABANDONED • / i ! EXISTING 1,000 GAL. SEPTIC TANK TO BE - '.. y -�' �AND REMOVED IF NEEDED (APPROX. LOCATION) • .�� • �w ^ B Loamy Sand �� 10Yr 5/6 PUMPED AND REMOVED FROM SITE 18. PLAN REFERENCE: PLAN BOOK 208, PAGE 91 DECK - i •• r 19. A 4"PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A �u PROPOSED 1.000/500 GAL. TWO ,� r Z gRls E 32 z:. 49.53 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A o BUSH COMPARTMENT SEPTIC TANK (H 10) ' 0 _--- .a 9 Perc REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. • • i `� 50„ 48 03' �' o EXISTING . O _ o • 54 20. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL EXISTING SEWER PIPE TO BE CUT AND CAPPED CNI ^ GARAGE O- a . • --- - - - - Coarse Sand GARAGE SEPTIC PIPE SHALL BE REDIRECTED 2 (1-BEDROOM) O TREE AREA OF CONIC. DRIVEWAY TO BE. ~ ~ y C-1 2.5Y 6/6 REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. INTO NEW 1000/500 GAL S.T. AS SHOMP / REMOVED AND REPLACED WITH f` r � ` (10-20% gravel) --- (SLAB) r LOAM & SEED LEGEND y CONC. I o 90" 44.70' MAP 271 Dg I1''r / - j--PROPOSED TIMBER RETAINING WALL LOCUS PLAN Med Sand 50)x0 EXISTING SPOT GRADE PARCEL 151 INV.=50.2'± TO BE PLACED AROUND LOAM & SEED C-2 2.5Y 6/1 . 52- a/ BIT. z " - 50 EXISTING CONTOUR SCALE: 1 1000' loose DRIVE o (loose) r 50 1 PROPOSED SPOT GRADE LJJ PROPOSED CONTOUR o #7 ib ~ DESIGN DATA ❑/H/�v CP �As EXISTING � No Mottling, Standing or Weeping Observed EXISTING OVERHEAD UTILITIES MAP 271 0 0 2-BEDROOM w s -- PARCEL 152C\f yan DWELLING ` w � \I U TOTAL NUMBER OF BEDROOMS (MAIN HOUSE + GARAGE) 3 TEST PITDATAGAS - EXISTING GAS LINE Z T.O.F.=53.1'± si o Z z 3 NUMBER OF BEDROOMS (DESIGN) 3 w EXISTING WATER LINE MAP 292 1LuPERC NO. 15278 EXISTING CESSPOOL TO BE PUMPED, FILLED PARCEL 90 C13 4 a ur DESIGN FLOW 110 GAUDAY/BEDROOM O INSPECTOR: David W. Stanton, R.S. WITH CLEAN COARSE SAND, AND ABANDONED - 15,273±S.F. /( M `* a TOTAL DESIGN FLOW 330 GAUDAY TEST PIT LOCATION _ EVALUATOR: Michael Pimentel, C.S.E. S7 9 p DESIGN FLOW x 200 % - 660 GAUDAY i C.S.E. APPROVAL DATE: 10/27/1999 70 53120°E s / /� CP EXISTING CESSPOOL �-,_ USE PROPOSED 1,000/500 GALLON TWO COMPARTMENT f February 27 100 a0, GAS�y GAS try p%y, `� /i r SEPTIC TANK DATE: ry 2017 COMPARTMENT 1: TEST PIT#: 2 O O� EXISTING 1,000 GALLON SEPTIC TANK FENCE GAS GAS DESIGN FLOW x 200% =330 x 2= 660 GAUDAY (REQUIRED) _ TYP) p�yj b� DESIGN CAPACITY = 1,000 GAUDAY (PROVIDED) ELEV TOP - 52.00' EXISTING 4" SOLID SCHEDULE 40 PVC PIPE MAP 292 � ELEV WATER= < 41.00' PARCEL 217 U.P. #1 y N69 1830' COMPARTMENT 2: o _ PROPOSED 1,000/500 GALLON DESIGN FLOW x 100/o =330 x 1 = 330 GAUDAY (REQUIRED) PERC RATE - 1 AD O TWO-COMPARTMENT H-10 SEPTIC TANK DESIGN CAPACITY = 500 GAUDAY (PROVIDED) ! MAP 292 DEPTH OF PERC= PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE SITE PLAN PARCEL90 15,273±S.F. TEXTURAL CLASS: 1 [� PROPOSED DISTRIBUTION BOX(H-20) SCALE: 1 -20 1._ ID 0 INSTALL 2 - 500 GAL. H-20 CHAMBERS w/ STONE PROPOSED 500 GALLON LEACHING CHAMBER (H-20) o.. r_`25o' SIDEWALL CAPACITY Fill 52.00' N a (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY 4 Loam Sand 51.67 ® -.o. 491 0 A y 29 1 O (6) N (25.0' + 12.83') (2) (2') (0.74 GPD/S.F.) = 111.9 GAUDAY 1 oYr 3/1 6 t `'';'. 12" 51.00' REV. DATE BY APP D. DESCRIPTION (4) PROPOSED SWEEPING 90' BOTTOM CAPACITY B Loamy Sand PROPOSED SEPTIC SYSTEM PLAN aW h BEND WITH CLEANOUT .74 GPD/S.F.) = GAL/DAY 10Yr5/6 (LENGTH x WIDTH) (0 ►} A4044 �p a (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY "ur PREPARED FOR: o 32" 49.33' CAPEWIDE ENTERPRISES N HC-2 I ° JOHN t.. ``_A � o (2 31•s' TOTALS: Coarse Sand '�, c"uR�ii�JR. EXISTING <� SWING-TIES GARAGE 2 C-1 2.5Y6/6 �� LOCATED AT (SLAB) 8 (1) TOTAL NUMBER OF CHAMBERS (10-20% gravel) jiy��,{RF r ,�� TOTAL LEACHING AREA 472.1 SQ.FT. c r 7 THACH LANE DESCRIPTION HC-1 HC-2 HC-3 / Go TOTAL LEACHING CAPACITY 349.3 GAL./DAY j�(,/�' HYANNIS, MA 02601 TANK INLET COVER(1) 17.2' 18.2' -- ( 90" 44.50' ✓ SCALE: 1 INCH = 20 FT. DATE: MARCH 6,2017 NOTES: TANK OUTLET COVER(2) 24.3' 15.2' Med Sand 0 10 20 40 80 FEET HC-1 C-2 2.SY 6/1 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF CORNER OF STONE (3) -- 11.1' 30.1' �\ -- -- - (loose) PREPARED BY: THE PROPOSED LEACHING SYSTEM TO ENSURE CONSISTENCY WITH EXISTING RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC. TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL CORNER OF STONE (4) -- 23.8' 11.7' HOUSE 132" 41.00' BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. \ 2854 CRANBERRY HIGHWAY CORNER OF STONE (5) -- 31.7' 24.4' SEPTIC DIMENSIONS & SETBACKS EAST WAREHAM MA 02538 2). ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2 AND CORNER OF STONE (6) -- 23.6' 36.9' J THE GROUNDWATER PROTECTION OVERLAY DISTRICT. SCALE: 1"=20' 508.273.0377 fNo Mottling, Standing or Weeping Observed Drawn By: BJW Designed By: BJW �Checked By: MCP JOB No. 3731 - 1