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HomeMy WebLinkAbout0038 LINDA LANE - Health Linda.Lane Hyannis A= 248-302 n I TOWN OF BARNSTABLE LOCATION SEWAGE# ®� VILLAGE c ASSESSOR'S MAP&PARCEL Q'4 + 330A, INSTALLERS NAME&PHONE NO.G Ptx.,j Je rr(eryor3,s�S LLL. . f-'f77-SR77 SEPTIC TANK CAPACITY,;/6�O G� 1. LEACHING FACILITY:(type) ,qcL/Ghamlbes 1 (size) /0? 43�'X as NO.OF BEDROOMS c3 OWNER X^gnceS - 3(:;01644 PERMIT DATE: i COMPLIANCE DATE: 6 4. Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility e/)c1xa'i7"d a¢ Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) M1 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) /t/ Feet FURNISHEDBY CAP&,_S`t�4_: �-i=ass. • , 'A 3=6•'r q-s_-7as t Gamp o ri-a=` •5 9 t No.�7� wl Fee— — ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN 9F BAftNSTABLE, MASSACHUSETTS 01ppliCation for Mispo8al *pstem Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) [Complete System ❑Individual Components Location Address or Lot No. 38 (,I IW A LN H`IA*u N 1S Owner's Name,Address,and Tel.No. -FA04�-s 5c(0t:tr1 Assessor's Map/Parcel ;t4 B Za 32 L(L>p 4 L 1V t4 j¢Xl F.)(S Installer's Name,Address,and Tel.No. 50fr—471-�?8 7 7 . Designer's Name,Address,and Tel.No. $O�-273 O 377 C,v GWt D iG �v�Q P 46-Z;5 ux_ � G-1J Gct►JC��L tI.TG, _V c- c0 aC654 co4iDgAy 416#c.4 Type of Building: +� Dwelling No.of Bedrooms J Lot Size 11,©®o sq.ft. Garbage Grinder( ) Other Type of Building (Z C-S 1 Di`Al r[4Lte No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3® gpd Design flow provided 30 J 4 gpd Plan Date [ - S - a 0[s ` Number of sheets ' Revision Date Title 5 2S Luj b4 n�VjE-7 HYAAAX! Size of Septic Tank Type of S.A.S. Description of Soil IML-:D - 6r7AR515 VAIL ID a,1� Ate) Nature of Repairs or Alterations(Answer when applicable) u S—,U,�� tj�j !5y® 0J .50Z) clmdAasa WCEA 44 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in i accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H Sign Date Application Approved by Date f / Application Disapproved by Date for the following reasons Permit No.", Date Issued L� No. ��J� Fee �O THE COMMONWEALTH OF.MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION -TOWN 9F BA42NSTABLE, MASSACHUSETTS ZippYication for Disposal 6p4tew/Construction Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) [Complete System ❑Individual Components Location Address or Lot No. 32 (_i UD A l-N KIAV U l S Owner's Name,Address,and Tel.No. .FQo4ckA=-s 5C.Io(.tT1 i Assessor's Map/Parcel ;t4 �p"L 3 Q (-(tab A L.N H AIJ N(S Installer's Name,Address,and Tel.No. 5C�$-47 7-fig T-T Designer's Name,Address,and Tel.No. $O$-;M-O 3'17 CV&-(CAP�G pVTI�F_P41SSt.. U.-C.. 3Uel,. !s c� we krrlSS �' ��554 ce c_ 4j6f4.AY iE Type of Building: Dwelling No.of Bedrooms 3 Lot Size !j'jO(3Q sq.ft. Garbage Grinder( ) Other Type of Building R ES r DFA)'T(b(... No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3� gpd Plan Date Is- - xo I S Number of sheets Revision Date i Title t>,4 LAu: H)(Aw Size-of Septic Tank Type of S.A.S. Description of Soil VOID 40AaS6 -:5-Ai. .3a_StR At Abj Nature of Repairs or Alterations(Answer when applicable) 1 us jic.ct n1 !SyC - C c.o IV Sit(C C0 vD uOfJ La4g�w al* i ot- mUZ4-�M SAP�Jaw , 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 r{ Compliance has been issued by this Board of Health. t Signa Date aQ l Application Approved by Date Ll Application Disapproved by Date for the following reasons Permit No. O''`'�5 '� a�o Date Issued Li THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CEERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) Upgraded( ) Abandoned( )by _ at 39 L I JV DMA L AIJ 1Y ,OAJ I�; - has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No�C/� I-5-COS) dated �L�9 Installer Cq� (Dig �Ql u C. Designer :TL E=N6rnJ� t�1C-s =&)C, #bedrooms Approved desi ow 3 gpd The issuance of this permit sh 11 o be onstr-ueti as a guarantee that the system %illnct d signed.Date Inspector -------------- No. ozG� �j — Qd& Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ' Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( X) Upgrade( ) Abandon(, ) System located at 32 Lt f -DA L.A])[ HY/C� 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 Zy st be completed within three years of the date of this,permit. Date L/ .5 Approved Cbja-��. 1/19/2015 02:55 5082730367 83611 P. 001/001 Town of Barnstable Regulatory Services � 1'3' 4 Thomas F.Geiler,Director HAM � Public Health Division HAM � °rro" ► Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: �' i b"t 5 Sewage Permit# Z°�� '0°'i Assessor's Map/Parcel Zy 36 2. Installer&Designer Certification Form Designer: S G Erl,4\(f)ee:(f) , TO C Installer: CeAeewicle- e,lleteresZS Address: 2i'54 C(oeMe<<% 4,�nwrt Address: 153 C0MMf;C"01 Street 6-A Wcttln&wi t1A 02598 µe4SHjee. r1R (�z6y9 :��-Z73o3r7 On r �� CQ e�.,,cde. GnFe;' Tisza y was issued a` ermit to install a P P P (d te) (installer) septic system at 35 Linda L cn e. based on a design drawn by (address) 'IC EnSt�eer.n5 , Zane_ dated 5anualf 8 r 2.01 y (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. Stripout (if required) was inspected and the soils were found satisfactory. 1 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 required) ected and the soils were found satisfactory. OF t JOHN LL tCHURCMILL st ler's Si n ture) R. esigner s Signature (Affix De gn Here) P ASE RETURN TO ARNSTAB PUBLIC AL. DIVIS O C R TIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM-APM AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU. gAafTice f'orrnsWesignercertification form-doe Tow n ®f Barnstable pg- r Departimeut of Regulatory Services1011, HAMNOMM = Public Health Division Coate MA69 e6�9. 200 Main Street,H annis MA 02601 prfl► �A 111 V IND .. Date Scheduled Time Fee Pd. Il 6U r✓ 44:^ L� X. So uitabiiity Assessment,fog- ,dew Dzsp®sa faGl I ey Q C�6 b C�l GS61 Performed By: �_ f�I � ..� Witnessed By:. LOCATION& GENERAL INFORMATION Location Address Q. L--t d a L q n� Owner's Name O 4F S Address (� f✓p"Q Assessor's Map/Parcel: 2 YV3,0, ,/ Engineer's Name Co(jz 9 i& �'_4 d j G IF"J tee NEW CONSTRUCTION REPAIR Telephone# 4-tZ 7 V �' Z 73-t?3 77 0, Land Use--- Sfny�2. �vwil O��G1�! Q Y K'1 .Slopes(%) Surface Stones . Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well f[ Drainage Way ft Property Line -7 t d ft Other ft SIM'TCII:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) S'e e- ct +c-- 1a— curt Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping 8•0111 Pit Free Estimated Seasonal High Groundwater 7 +� b DETEIYNIINATION� FOR SEASONAL IIIG$WATER TABLE tt Method Used: � �C. GAP Sze i;aU��� - Depth Observed standing in obs.bole: ► ln, Depol to loll mottles, ht. Depth to weeping from side of obs.hole: ln, Groundwater Adjustment f[. Index Well# Reading Date: Index Well leVcl Adj,fhetdr mF, AtIj,Groundwater Level w �/ PERCOLATION TEST Date l-6-is x•�e /�G,,t• Observation 0 tc� Hole# I Tinto at 4" Depth of Pere Time at 6" Start Pre-soak Time @ 10"y Z ar' Time(9"-6") End Pre-soak Y art Rate Min./Iuch 2 Site Suitability Assessment: Site Passed 5 Site Failed: Additional Testing Needed(Y/N). Af Original: Public Health Division Observation Hole Data,To Be Completed on Back----------- ***If percolation test is to be conducted witbin 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:1S EPTI0PERCFORM.DOC DEL,P.OBSEI2..`6 ATION BOLL LOG Hole# ( + 2- Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones,Boulders. onsistency.%Oravel) 6 -8 r 96 C MS 2., 5i ''�3 DEEP 013SERVATION HOLE LOG , Dole# Depth from Soil Horizon Soil Texture Soil Color' Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% rra DEEP OBSERVATION HOLE LOG Hole# Depth from Soil.Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiatency.%Onivell VEEP OBSERVATION HOLE LOG hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stories.Boulders. —Consistency, e )Blood Insurance Rate Map: `/ Above 500 year flood boundary No— Yes ._. Within 500 year boundary No ✓ Yes Within 100 year flood boundary No. V Yes Depth of Nahtrally 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 I certify that on a. J (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 tr " ing,expertise a ex a fence described in 10 CMR 15.017. Signature /��2// Date /�O r Q:\S.EPTlC\PF_RCFORM.DOC -p L O C_QT_1.O 9W -Iyoa- v75 �y A. J1lC� 1�/LICL� -SD�Y�j a T s � �� U_1_L_D E R-5 :RC)AI C li o_ I� DATE-PE_R_tv�17-1.55UED - 61 7 D AT_E-C:O t�/_�-P_L_I_Q►t`I CE-t_SS_U_ED : - -� ��. --- c / `� __ _ __ _ _ ..' ff � .� - � � (��. t � � _ ,�' � _ _ .,� �,�� _ � _ � _ -- ` . _ ;� .. . . __ � 7/d-jy, No._.__ �S�_. .. '!0 ✓�G�� Fns.,-01.................. THE COMMONWEALTH OF MASSACHUSETTS BOAR®r ..... �.v {.F HIEA TH O F..... Appliration fox Di,ti aiia1 Norse Tamilrurtion Urruift 3�Application is hereby made for a Permit to Construct (�or Repair ( ) an Individual Sewage Disposal System at: � Location-Address t -- or Lot No.�...rf��.�/1*4AP.--•••--.4-Z.4°� --•----- -----------•-•--------••---••-•----- ---------------------------------------------- Owner Address a5-------------------------------------------•---•----- ------------------------ Installer Address d Type of Building Size LotA/__40-®-_0.....Sq. feet U Dwelling—No. of Bedrooms-------_ __ .Expansion Attic ( ) arbage Grinder ( ) aOther—Type of Building ..... No. of persons........ ------------ Showers ( ) — Cafeteria ( ) Otherfixtures --------------• -----------•••--------•-------•----------------------------------------------- -----------••-•---•-----•-----•--• .................. Design Flow_______..("f-__________________________gallons per person per day. Total daily flow..... 0---- _-.-..-_-.-gallons. WSeptic Tank J-Liquid capacity/400gallons Length---------------- Width__------------ Diameter---------------- Depth.--..-.-..-.._. x Disposal Trench—No. .................... Width._._._._._._..___.�_©�ta�l al�0kr-___-_---____--_ Total leaching area.-..-.-._---.-__-.-sq. ft. Seepage Pit No._____--_-/--------- Diameter/0.0 0_._ Oelp li below inl t________________ otal le ing ar a.----__-_____--sq. ft. Z Other Distribution box ( ) Dosing tan ( ) ®� ^ /�� ` 41�/_��` `" Percolation Test Results Performed by------'-�" -_ •---•-•--•---- Date-------•-------------------------------- a Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water..----.-.-_-_--.-..--. G14 Test Pit No. 2................minutes per inch De th of Test Pit._-____-__----------Pepth to ground water__.__.--__----_-__---..- P4 , - ----- �f Description of So 1- -- a- - ZI --- U >� l -j�` W �-- x --------------------- ---- ---------------------------------------------------- --------------------------------------------------------------------------------------------------------------------- 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 Article \I 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 th board of ealth L� Application Approved By.. •--- . •--- b e ---- / Application Disapproved for the following reasons------------------------•---- ------ ---------------•-•-•---•-------•-•-------------------- .......... -•...--------••---------------------------------------------------------•------•••••••......-•....•------------•---•-----------•-----------------------------•---•-•------••------------•------------- Date PermitNo......................................................... Issued........................................................ Date f' No.• a"rr �.. Fss. fC/................... THE OO'1RDALTHCOFLMASSACHUSETTS�• - ff��GG fl � _. ... ................. ...............T. ppliratiuti -for Biapasal Workii Tottotrttrtion Pertttit ` Application is.hereby made for a Permit to Construct (AOJ or Repair ( ) an Individual Sewage Disposal System at Location-Address or Lot No. --------"tl_t A4-------- ------••---•-- --••-•-•--•----•------•----•----------•-----------•-----•------------.......----- Owner Address Installer Address Type of Building Size Lot// (,jo_._. .:_._.Sq. feet U Dwelling No. of..Bedrooms .g— ________________________________Expansion Attic (' ) arbage Grinder ( ) Other—Type of Building _- .df------ No. of persons........w9 r............. Showers ( ) — Cafeteria ( ) QI Other fixtures -----------------•---•-•--••- ------------------------ W Design Flow_______ ___________________________gallons per person per day. Total daily flow.....___�_+_______________._...---._gallons. P4 Septic Tank Z Liquid capacity/.00 gallons Length______________.Width................ Diameter----.----------- Depth_:.__:___-.__.. xDisposal Trench—No_ ----------_________ckWidth._ ..::..__:_;__� .IT:a jVjj+'�-______________-- Total leaching area.._._____-._---__-_sq. ft. Seepage Pit No..._._..-f£._ °Diameter _l ___.d__. 17epth below inl __,,Total 1 ing ar a____-.-__.____._sq. ft. �j /�i�e z Other Distribution box ( ) Dosing tan ( ) �j(/ ' /.� '7f✓� ~' Percolation Test Results Performed by...... _______________________________ Date---------------.__._______________-----. W ' { 1 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-..____--__-__.-__._---. Test Pit No. 2________________minutes per inch De th of Test Pit________.....__....Pepth to ground water__.._-_____.___.__-_---. ta Description of So'1__-.- ""- ---- fir i : - ------- --- -- - - ---- P .eZ :` — a � �` ti(xj - .1614 W VNature 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 Article XI of the State Sanitary Code The%indersigned further agrees tot,to`place the system in operation until a Certificate of Compliance has been issued by th board of ea �� ................................ -•- ------...--•---Stgne - -- -- .. Application Approved BY - ; -- .. ---• . �j w,e`._ •-----. �dj ,�"4jr Application Disapproved for the following reasons____________________________________ ______________________________________ _ ______________D_........._._.__. I --------------------------------------------------------------- Date Permit No. ..........:::. Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH (T.pxtifirate of (lomplitturr &THISO C T FY, That thend' idual Sewage Disposal System constructed ( or Repairedby.. ----- ... -•--• ••--- ----•--------- --••---•------------- ----•-•--•-----------------------------r------------------------------------.---------•------ llerat_... •. • - -- `----�.-- �--W. "'J� " ........................................................ has been installed in accordance with the provisions oi0Krticle_XJ of The State Sanitary Godg4 de sc ibed in the application for Disposal Works Construction Permit No--------!' _ .. ............. dated._ `---� &/__........ THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION. SATISFACTORY. h Y .+ DATE = InsP ector s _ TH.E"COMMONWEALTH OF MASSACHUSETTS -BOARD HEAL H , OF:..-. " ...... ................... :"� No. FEE `.-_--- ...... Permission ' reby granted____ _._._: ______._ _ '_ 5. ..40 Ky. _ _ _____________ _________�___________. ....... to Constr t ( r pair ) an AKidual age Dts oral a �0 atllk - _- -------- ------- Stree as shown on the application for Disposal,Works Construction it'No.. ed... .__ ��-:_ ,,,-„„ ... .. .. ........... .... ...... -"7...... 4 / Board of ealth — DATE-- ................................... FORM 1255 HOBBS &`WARREN. INC.. PUBLISHERS ,. - - � +,/ .tt' �FP'. ._ +. 'i�. .� eras..�.. �..' ' ' ., •� � ., a .. . _ •, .. 4 .^� � ... Jr �'y` s- x+. .. .....a-_ .,. �. .. - r .. r. s' �1. ' �I • • � _ • � Y � � i} •. � • - . ,4 _ ' . � - -. �'. �•y� Mom,". S .+a• ,1}� _ y � ♦ ' - _. °;i� � ., ". • r � � - 's�:•.�•�,t 1 .skit," ♦ •`. . . F ..t s .tiP� . - • � .- .. v ay r.�* � $ 1{ x s.^..tiy` 'h'a`�. „�' « , 4 • r _ �_ PROP.VENT WITH CHARCOAL FILTER TO ABOVE GRADE TOP OF FOUNDATION = 52.1'± FINISH GRADE OVER D-BOX= 51 .1 FINISH GRADE OVER CHAMBERS= 51 .4' - 51 .1' „ GENERAL NOTES PROVIDE EXTENSION RISER SLOPE 2% MIN. OVER SYSTEM 3/4 TO 1-1/2 DOUBLE WASHED WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE 1• UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. , 4" SCHEDULE 40 PVC ACCESS BOX WITH COVER TO GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 51 .3 ± MIN SLOPE 1% 2 OF 1/8 TO 1/2 DOUBLE WASHED �- c@ FOUNDATION = 51 .4± 5" DIA. OUTLET(S) (SEE NOTE#21) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. 20 MIN.ACCESS -- - - - _ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 36'"MIN. i ITOP-OF , PLACE RISERS ON ALL DESIGN ENGINEER. 9" MIN. TOP OF SAS=47,90 CHAMBERS WITH 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PROP. SCH.40 ROP. SCH.40 39"MAX. , 3.50'MAX PVC SEWER PVC SEWER 46.90 SEE NOTE 22 BREAKOUT EL= 47.40' INLET PIPES TO 6 OF SYSTEM UNLESS OTHERWISE NOTED. FINISHED GRADE 2"DROP MIN. MIN.SLOPE Q t% 6" 3" " 3" 9" L=36'± 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN --- 3 DROP MAX. MIN.SLOPE a 1% PROVIDE WATERTIGHT ELEVATION =47.40' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A L=10'± 10" 4" PVC IN FROM JOINTS (TYP.) � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" 47 75' SEPTIC TANK 4" PVC OUT TO 0 0 O 0 0 0 0 0 0 0 O 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY p0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 48.00' 12„ .� � � D 0 0 48" OUTLET TEE 47.25' MIN. 47.08' 2' o 0 0 C)CD( oQQ 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE o 0 00 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o� _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 13.0'OFFSET TO FND COMPACTED BASE 4.0' 8.5' (lYP) _ I 4.0' 4 0' 4 0, 6" CRUSHED STONE AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE U.S.G.S DATUM. BENCHMARK ELEVATION OF 52.00' OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 25.0' �P•) ESTABLISHED ON CORNER OF BULK HEAD AS SHOWN ON PLAN. COMPACTED BASE C C C O BASE. FIRST TWO FEET OF OUTLET 44.90' GROUND WATER ELEV.= 39.50' 12 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON H-10 CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 2 - 500 GALLON H-20 CHAMBERS 5' MIN' CHAMBER END VIEW LENGTH 10'-6" WIDTH 5pp���rr-87 DEPTH 5'-8" (Dimensions per Wiggin CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING SEPTIC TANK PROFILE Precast Corp., Pocasset, MA) DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE H-20 CHAMBER DETAILS TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. - - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING +0" - TEST P l DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM t • • +�,� . PERC NO. 14612 APPROPRIATE AUTHORITY. � + •' * INSPECTOR: Donna Z. Miorandi, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS ` • ' 0 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE MAP 248 • • ! ' • EVALUATOR: Bradley Bertolo, EIT, CSE +• •� , + • THEY SHALL WITHSTAND H-20 LOADING. • # C.S.E.APPROVAL DATE: July 2003 PARCEL 64 • •• 6> • DATE: January 6, 2015 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. EXISTING LEACHING PIT TO BE PUMPED, FILLED WITH • f i ' TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM AND UNSUITABLE MATERIAL '0( • IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL CLEAN COARSE SAND &ABANDONED '� + last ELEV TOP= 51.00' UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER MAP 248 � + jj •„+ �, ELEV WATER= UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). PARCEL 61 PROPOSED DISTRIBUTION BOX CB/DH + • , <39.50' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PROP. 4" PVC VENT PIPE. EXACT • • ZONE C • . PERC RATE_ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. C E X'X- LOCATION PER (OWNER 0 ' DEPTH OF PERC = 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN: Benchmark PROPOSED 1,500X- CE X t ,� ASSESSOR'S MAP 248 PARCEL 302 a Comer Bulk Head GALLON SEPTIC TANK rN X'- a •• + TEXTURAL CLASS: 1 Elev. =52.00' 3 "E o i+� i, • _-/ O 42 X X-X79 x51.2 (5) ; tt �t . '• • • ,� OWNER OF RECORD: FRANCES E. SCIOLETTI * .. • m Approx. U.S.G.S. 18"} 25.0' � • -- m X X-X _X (4) PROPOSED 2-500 GALLON LEACHING CHAMBERS WITH AGGREGATE ' • ! 0.1 51.00' ADDRESS: 38 LINDA LANE X X X X X X LOCUS Loamy Sand HYANNIS, MA 02601 -X-X ,�r�2 � + � A 10Yr 3/2 Q - _ „µ. F • ` 8" 50.33' FEMA FLOOD ZONE X • j (2) £ 14 ' * COMMUNITY PANEL# 25001 C0564J n 12" 8" x 3 TP 1)- 51x0' r` 10'0 ' 17. DEED REFERENCE: BOOK 7209, PAGE 262 ( ) 6 • + Sand Loam �,rLV / �I (3) X51.4 3 B y 18. PLAN REFERENCE: P.B. 165, PG. 41 10Yr 5/6 12" - 6' 10 • •WA�� PROPOSED INSPECTION PORT 32" 48.33' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. (1) � • � .. • O LIMBER 'w + .•'• ; 36" 48.00' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY Perc FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 16' x51.4 ul FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. � FLAGSTONE ; ; . " � 54" 46.50' x51.2 M $ 'IaM► � )• + ',;, Medium-Coarse Sand " O PATIO O , �s� 21. A 4 PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A C-1 2.5Y 5/4 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A EXISTING 1,000 GAL SEPTIC; �`b' r o `� '� Traces of fines REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. TANK TO BE PUMPED.. X51.3 HC-2 °o r BOTTOM RUPTURED, FILLED 96" 43.00' WITH CLEAN SAND & 51.4 , 6 10" N 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE ABANDONED _� gH , , LOCUS PLAN C-2 Fine to Medium Sand APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): SCALE: 1 1000' + 2.5Y 6/3 (1.) A 0.50 WAIVER (3.50,- 3.00) FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM. "= HC-1 , ENCLOSED x51.0 138" 39.50' PORCH , ' No Mottling, Standing or Weeping Observed x51.5 GARAGE _.___ SLAB=52.0'± MAP 248 DESIGN DATA TEST PIT DATA LEGEND #38 PARCEL 62 EXISTING 0 PERC NO. 14612 3-BEDROOM ; -� NUMBER OF BEDROOMS(DESIGN) 3 INSPECTOR: Donna Z. Miorandi, RS X 50.0' EXISTING SPOT GRADE _ DWELLING TOF= 52.1 ± ! \ EVALUATOR: Bradley Bertolo, EIT, CSE o`' o DESIGN FLOW 110 GAUDAY/BEDROOM y - --- - 50 - -- - EXISTING CONTOUR o TOTAL DESIGN FLOW 330 GAUDAY C.S.E. APPROVAL DATE: July 2003 DATE: __ �\ _ January 6,2015 50 PROPOSED CONTOUR Z DESIGN FLOW X 200 % - 660 GAUDAY O TEST PIT#: 2 50 PROPOSED SPOT GRADE �y USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 51.00' EXISTING WATER LINE \ ELEV WATER= < 39.50' 01H j V EXISTING OVERHEAD UTILITIES /GPS Al PERC RATE= GAS --- - EXISTING GAS LINE / \ INSTALL 2 - 500 GALLON H-20 CHAMBERS DEPTH OF PERC = TEST PIT LOCATION MAP 248 0 SIDEWALL CAPACITY TEXTURAL CLASS: 1 O U EXISTING 1,000 GALLON SEPTIC TANK PARCEL 302 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY I 11,000 S.F. \ (25.0'+ 12.83) (2) (2') (0.74 GPD/S.F.) = 112.0 GAUDAY PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE a CHUM• 0 0" 51.00' - ❑ PROPOSED H-10 DISTRIBUTION BOX BOTTOM CAPACITY A Loamy Sand (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 10Yr 3/2 PROPOSED 500 GAL. H-20 LEACHING CHAMBER MAP 248 0 y (25.0'x 12.83) (0.74 GPD/S.F.) = 237.4 GAUDAY 8" 50.33' PARCEL 301 " � ��i O O O PROPOSED 1,500 GALLON H-10 SEPTIC TANK 3 \ TOTALS: � I 0 Sandy Loam IN 110•p0� �� TOTAL NUMBER OF CHAMBERS 2 B 10Yr 5/6 REV. DATE I APP'D. DESCRIPTION S79° 42 30"W \ TOTAL LEACHING AREA 472.2 SQ.FT. 32" 48.33'I 0 TOTAL LEACHING CAPACITY 349.4 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE caa ti � PREPARED FOR: CAPEWIDE ENTERPRISES 3 \ Medium-Coarse Sand a E °; C-1 2.5Y 5/4 Traces of fines LOCATED AT NOTES: ` (40'WIDE LpYOvT) SWING-TIES 96" 43.00' 38 LINDA LANE 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC DESCRIPTION HCA HC-2 CB/DH C-2 Fine to Medium Sand HYANNIS, MA 02601 SYSTEM COMPONENT. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED SEPTIC COVER IN (1) 27.3' 50.5' 73.7' 138" 39.50' SCALE: 1 INCH = 10 FT. DATE: JANUARY 8, 2015 o s �o zo ao FEET LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. No Mottling, Standing or Weeping Observed REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH SEPTIC COVER OUT(2) 32.8' 43.4' 65.8' �,�� of-``h ___._ _ ___ - � PREPARED BY: TEST PIT DATA. CORNER OF STONE(3) 55.4' 16.1' 41.8' RESERVED FOR BOARD OF HEALTH USE 'J, j0H JC ENGINEERING, INC. cHUR 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE WELLHEAD PROTECTION OVERLAY CORNER OF STONE(4) 59.9' 27.9' 36.4' T c ILt �R, 2854 CRANBERRY HIGHWAY DISTRICT AND THE ESTUARINE WATERSHEDS. .41a0 CORNER OF STONE(5) 83.1' 31.3' 14.2' Fci, EAST WAREHAM, MA 02538 4.) CONTRACTOR TO BACKFILL SYSTEM SO AS TO AVOID STORMWATER RUNOFF PONDING SITE PLAN �. - 5O$.273.0377 _ CORNER OF STONE(6) 79.9' 21.5' EEI rr� � _ OVER THE FOOTPRINT OF THE LEACHING SYSTEM. „ _ r T SCALE: 1 - 10 Drawn By: JC Designed By:MCP I Checked By:JLC JOB No.2975