Loading...
HomeMy WebLinkAbout0058 REBECCA LANE - Health 58 REBECCA LANE Osterville A- 1,4,6, z � � c ° r p n ¢ ° 0 °w ° 0 ° a a o a o, ° N ° r 4 ° o ¢ ° f' a •� c ° c " ° a <n o w ° a Towwof Barnstable P# Department of Regulatory Services , j Public Health Division Date �0 / 7/J. / C MAM r fD ��� 200 Main Street,Hyannis MA 02601 /� �> {, Date Scheduled Time Fee l'd. Q Soil;Suitability Assessment for Se e'Disposal Hlc.�nQ�� , Performed By: Pi rn en fie,(•,Ez T.�GS E' t � _ Witnessed By; LOCATION&=GENERAL INFORMATTON t Location Address Owner's Name 77 Address 58 Assessor's Map/Parcel: T q Engineer's Name CA36ut;C>e JC ut15(neEr(()� NEW CONSTRUCTION REPAIR X Telephone# 508-273-o 377 Land Use!StnJ�e FOmilY dweAli )� Slopes(96) 5—l U Surface Stones Distances from: Open Water Body ft Possible Wet Area — ft Drinking Water Well ft Drainage Way — ft Property Line I C ft Other ft SKETCH:(Street name,;dimensions of lot,exact locations of test holes&perc�tests,locate wetlands in proximity to holes) sc.e aka ecd e earl Parent material(geologic) 00�Asas�A Depth to Bedrock Depth to Groundwater. 5tandipg;Water in Hole: 7 12 6��Eg� Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: DVZCk 60Sect)a4fqn 712G Depth Observed standing in obs,hole: In, Depth to soil mottles: In. Depth to weeping from side of obs.hole: in, Groundwater Adjustment Index Well# — Reading Date: hidex Well level �., Adj.factor _ Adj.Groundwater level PERCOLATION TEST Date d-13'12 Time�y_A-H Observation Hole# Time at 9" — u i• ` Depth of Perc 3�'• _5Y Time at G" Start Pre-soak Time® /�' 5 �H Time(9"76") End Pre-soak /0•,7-1 V, Rate Min:flnch . 21 I Site Suitability Assessment: Site Passed Yes Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back-------- ***If percolation test is to be conducted within 1001 of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:ISEPTICU'ERCFORM.DOC t DEEP•OBSERVATION HOLE LOG Hole# I 2 Depth from Soil Horizon Soil Texture .Soil Color Soil• Otber Surface(in.) {USDA) (Munsell) Mottling (Structurre,Stones;Boulders. rAn Rfency,%Gravel) Q 12 ik16 10ir3/1 f SA — 3b 20 G H S DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture , Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co e e o K, DEEP OBSEERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenov. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Consistency. Flood Insurance Rate Map: Above 500 year flood boundary No. Yes . Within 500 year boundary No�-Yes =» Within 400 year flood boundary No.--L/. 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? YeS If not,what is the depth of naturally occurring pervious material? Certification I certify that on J0`Z�r 9 (date)I have passed the soil evaluatorexamination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with. . the required training,expertise and a erience described in�10 CMR 15.017. Signature Date 6"26" 12 QN1 EPTItAPERCFORM.DOC TOWN OF BARNSTABLE LOCATION'C5',9 1gebP_y -% Lci hc, SEWAGE# Zo 1 a - Z.O'7 VILLAGE ASSESSOR'S MAP&PARCEL i4,6 1 INSTALLER'S NAME&PHONE NO. CC-,M,vi cle �-hTelrp ises LLB. , - 77$�77 SEPTIC TANK CAPACITY /000 G- 1 LEACHING FACILITY.(type)o'er A R6.�6/�G, N-a� (size) 1/a o 5'X , NO.OF BEDROOMS ''tt OWNER Ric, F c,,nc.A 1d+ .v A, T ey.95 PERMIT DATE: (0/2-1 -7-0 1'L COMPLIANCE DATE: Separation Distance Between the: "0 a Q C"Ic ovhiePed Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility CL Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) .1 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) I A Feet FURNISHEDBY A<a= 4® B�i =R7, � ack 6-3-36,6 .8-4-5-6,q'' 13-5=6 I'd s C-a3-tfF _o f No. VIAFee T E COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for Disposal 6pstrm (Construction i3ermit Application for a Permit to Construct( ) Repair('*A Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �' Owner's Name,Address,and Tel.No. D Rto- 4ARt) 1 Z / KA4t=> Assessor's Map/Parcel i � 9L C SY clZi/i`, Installers Name,Address,and Tel.No. 77`949-17 Designer's Name,Address,and Tel.No.502 XI3-10377 CA05MiDC CVt604SE5 LLC Z<_ LNG—f c�t1.DC (53 !A c_ Ca&MARM �j HWY C. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building �Q 1[) j L., No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 0 gpd Design flow provided 3 Ss gpd Plan Date Z Uu`:, m1 i Number of sheets Revision Date Title LQ 05Ty94V` G Size of Septic Tank I,()00 C,&" .t2t1J Type of S.A.S._ :20 B LI) t t=r�5 Description of Soil� ��� SA92D � Nature of Repairs or Alterations(Answer when applicable) v57c_ KKc t u6r loop Cam._ Swric- Pii k 6te D -Ao)(2 -tn, 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 is Board of Z711-_2_<;_�, . A i d i4dDate PCs Application Approved by Date Application Disapproved by Date for the following reasons / Permit No. r " Date Issued r� rt No. Fee kv T E COMMONWEALTH OF MASSACHUSETTS Entered in computer: ""�,,,'' Yes PUBLIC HEALTH DIVISION -TOWOF�BARNSTABLE, MASSACHUSETTS 4plication forlDisposai *pstrm Construction 3permit 1 -Application for a Permit to Con,struct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 79 PC-a Ag� LP 45 Owner's Name,Address,and Tel.No. N ,O�• kt�CiA4x0 s -T aA<>4, �'1/4N1=S Assessor's Map/Parcel b D tAkJG ST V J LLe— Installer's Name,Address,and Tel. 77—9ZT Designer's Name,Address,and Tel.No. Spy-�'�?� 0377 G�ao �wlpc� EIJTc�IDeUSEj LAC 3c CN-,Oe _AJ Type of Building: Dwelling No.of Bedrooms Lot Size 't sq.ft. Garbage Grinder( ) Other Type of Building pj�g I No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ,3 7 gpd Design flow provided ¢y gpd Plan Date _-5 Uu L Z&_ink �_Number of sheets Revision Date Title G A _d d4 Lk) 0 9V¢i!4 Size of Septic Tank �go_(' 1.V(J Type of S.A.S. Description of Soil �� � M-) Nature of Repairs or Alterations(Answer when applicable) tJsr- t d��r c Goo(i 56V sC, 3ftek- 7h tk)i�3 j) -9.66 Tr--A D - 0[1 s 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 b_this Board of ealth. igned , _ Date 4a •?"o'�jQ;��,. Application Approved by //�j// .11/ 1 Date i , V / r v o Application Disapproved by Date for the following reasons Permit No. _Wl Date Issued THE COMMONWEALTH OF MASSACHUSETTS ` BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by (�6Q 19E LO i'Ac—:: (,gip 4 6L=5- ,Ld at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. W �6 f Installer U+ 4/1�t+zJ( D I S Designer ,�. #bedrooms Approved design flow gpd- The issuance of this permit hall t be construed as a guarantee that the system fill nct4 .. 9 ed. Date ��� �- Inspector ,U = = = ------ - - - - _ ------- - No. `` Fee THE COMMONWEALTH O H OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction i3ermit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at 579 (�(,��/ J A `/p 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 ftst b completed within three years of the date of this permit. / j Date ��, � Approved by / f 1 1 t/ ✓ � �/ v Town of Barnstable ►a�, Regulatory Services Thomas F. Geiler,Director 'MAIMW BM Public Health Division MA38. re0 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862.4644 Fax: 508•790.6304 Date: 7"612- Sewage Permit# 2019,-Z"j Assessor's Map/Parcel 116�yy Installer&Designer Certification Form Designer: 5C Engioe.er(,o�, Tr,G Installer: Ca(>Cw(dL Enfer��fse.S LAG Address: Z 8,51/ Ccc�bz;ry N,,�hw Address.• D Easi w0re.hanl ttR 0a538 Ke�.V��ti ✓Vl 4 I - D Z(o 31, U" � �°�'� Cam ; (%v ��Sss was issued a permit to install a (dd te) (installer) septic system at 58 �00eCcQ acute_ based on a design drawn by (address) C. Er19c�ee�i(1 Ty1G- dated tune— V0 , 2-012 (designer) I certify that the septic systern 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 I 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 certifiied as-built by designer to follow. Stripout(if req . 'nspected and the soils were found satisfactory. ,z,.oF, , CHUB:-•!iI:L i j J41 (In taller's 51 nc' e No 41d07 esigner's Signatur (Affix esi er s p Flere)� PLEASE RETURN O BAitINSTA.BLE PUBLIC HEALTH DIVISION CERTIFICATE OF COMPLIANCE WILL NOT HE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. y'.cll7i�(urmsWrsignerccrtifieoiwn funn.duc LOkCAT2N� SEWAGE PERMIT NO. VILLAA�)GE s INSTALLER'S �NAE & ADDRESS B UILDE R OR OW ER DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED �� `� e f Finc ......................_ THE COMMONWEALTH OF MASSACHUSETTS BOARD F H EA T .....0 F.. ...... ........................ J� s .� �irtttiur� -fur 43wp gal Works C onstrurtiou Vrrutit Application is hereby made for a Permit to Con truct or Repair ( ) an Individual Sewage Disposal System at ........... `' e- ocation.Addr or Lot bo: Owner A Address ------------------- Installer Address UType of Building Size Lot--- ...Sq. feet Dwelling—No. of Bedrooms..2.................................-.Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures . ., W Desi n Flow.............. . _ gallons per person per day. Total daily flow............................................ allons. g .g P P P Y Yg WSeptic Tank—Liquid capacity/e_9_0gallons Length................ Width................ Diameter_--.-_---.--__ Depth.-.---_-_------- x Disposal Trench—No-____________________ idth...._........._.. . tal Length_-_-________ _.__.. 1 leaching area----.--.__-_------sq. ft. Seepage Pit No..,-a O:O'-- !--�=---- �o n e ---•-•---••-•-•--• ot-al leaching area-- �� ..sq. ft. Z Other Distribution box ( Dosing tank ( ) jh s I-1612yy ._ Id—/Al- 7C a Percolation Test Results Performed by........................................................... Date_..................................... Test Pit No. 1----------------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---------------- - --------- -- .................. < r -- - - x Descri ton f Sotl i ..... d ,P ` .. ...... ._..L...... W 1 A------- 1 r UNature of Repairs or Alterations—Answer. when applicable-----------------------------------------------------------:---------------..................... s ----••-----------•...............•--•--..._..-------•----------------------------------•--•----------- .....-------•-------•--------•-•------•-----............._.._....----...------•------------•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article YI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has.bee issued by the board f heal h. Sig d. .-• .•-�_�'. ---•-��-•-- Datt Application Approved By...... --- - !d -- . •----••-•.....-- . Date Application Disapproved for the following reasons:--•-••-----------------•-----•-••----•-•----•--•-------•----------•-_----•-•------------------------•---•------- •-••--------••---•---•-------- .........---------------------------------------------------------------------------------------------------------------------------------------------------------------- Date IPermit No---......................................................... Issued........................................................ 6�..�...����...._.� Date W..---------------------------------------------------- --- --- -- --- Fizic ... .................... THE COMMONWEALTH OF MASSACHUSETTS r•- _ BOARD OF HEALTH, ` •f OF.... ... ..J .!.G-Q........ �f Appliratiou -for Bhipoott1 Works Touitritrtion Vrruiit ,'-'` Application is hereby mad,a for a Permit to Construct (�) or Repair ( ) an Individual Sewage Disposal System at: % -- y . /.....r C-T?.. r' ern / ri Location-Address"t - t No^f Loor Owner `` -f / Address /t ; . .r r� Installer Address �' / UType of Building �/ Size Lot..........:.................Sq. feet Dwelling—No. of Bedrooms._12.....:.............................Expansion Attic ( ) Garbage Grinder ( ) p`q Other—Type of Building ---------------------------- No. of persons.......................... Showers ( ) — Cafeteria ( ) dOther fixtures ._ _ �' ' W Design Flow.............. .. .J.........._.........gallons per person per day. Total daily flow----------.------ ._-.-.--_---gallons. WSeptic Tank—Liquid capacityf�_67_Cgallons Length................ Width------.......... Diameter_---- ........ Depth..__--_-.----- x Disposal Trench—No_____________________ NN[idth.................- -Total Length-------------2'.. Totaf.leaching area.._.--_._--_.-____-sq. ft. Seepage Pit No.... .1..'Diame er'r�__-_•__-�Depth'below'irilet" t'.'�'%Total leaching area__._'_.__ _sq. ft. Z Other Distribution box ( e) Dosing tank ( ) oh- _ Al- 7C a Percolation Test Results Performed by-------------------------------------------------------------------------- Date---------------------------------------- ,� Test Pit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water----__..--.--_.----__- rX, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----------- 17 ---- ei -/ - ---- -•......._ // / •-•---•--•----•---•------ O Descri t n f Soil. -- v = --- --.1�- .... ..A------�lt. p 9 x / � � o r w --- ------- . . Z� *S' --------------------------------------------- ----------------------------------------•-------------------------------------------------------------------------------------------------------------- V 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 XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. gried ------ --- - --------------•--------------�-------- -- - -------------------- ------- (/0- -- •- � /I)ate � Application Approved By---- = Date Application Disapproved for the following reasons:........................................---------------------:................................................. ......................................................................................................................................................................................................... Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF..... ...... .................................................................. 01.111ertifirutr of f.11MVIiana THIS•IS�oTO CERTIFY, That the Individual Sewage Disposal System constructed (Gi) or Repaired (' ) I / nstaller w 'I at............................ ! a '-C-r':_ !�„_ --------------- - -------------------------------•-------------kj._�i_oi---••------ has been installed in accordance with the provisions of A The State Sanitary Code as described in the application for Disposal Works Construction Permit No............. 1 ............... dated..... .. _, =7- .................. THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE------- .................................. Inspect r `'_---• THE COMMONWEALTH OF MASSACHUSETTS -` BOARD OF HEALTH,' No......................... FEE......................... �i��o�tti. ork,� ��au,�trortiogt`�rrutit t .tip � � �� .r-F•i�w Permission is hereby granted----- •'•=- •..--------`------------------------------------- to Construct ,( )'or Repair ( ) an Individual Sewage Disposal System r r, at No - - - as shown on the application for Disposal Works Cons Street i , �. PP P Construction . lit No..... ....�.-.;` Dated.... ..................................... 3_� �'7 ? oardof HealthDATE....... ---................................................................ !!! FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS ih f Y bp . N � a 16 PeoP � �ej4Z MXTER $u °r� SOXw GP-ACPC 1-- (COO. GAL '_S't---PVC T1aa�S{L • �- iaOc, (�;AL, t'"GAcH Per C. tZT1 t t� P i.d t" Fes;_ a 1+C./a 7-t•4 . lGl�}�Ja !�C'i�ANS+Q tJ. • , LhGAY't U i�t' " �fi�tf! �L� b� ccRTIPY T14AZ' TI-AM 1 700 1DA'no'j .5"c .4i ' } t-lEt2 C�i�l Cc:vVI+�L�(5 - W i TN g1-I<` 5+�� i_i�� � " • A 1,i� 5ETE3htiC �[QV itZ�,tRc�i'jS G� TNc 75 taw►.1 cM 7E3 A 9LfJSTxvs.Le— DATC 1ZIC�I�L B'A)(TB`Z 1.iY: i+JC. c2cG15r> zo i�.�.l0 ZS TWIS OLAW I-S. Q07 R>Azet? CA-A A US'r�2"v►PLC v /+rC/�SS 11JSf'Lv,t�t`1.1'i 'itJ��l��{ ' 'TitE u+=GSi�►S SE�c I� APPLICAO—J 7 t-%�,T E3L L;riCO iu DC TGeM,*4& Lar L1 Wee-7 (fn t�/'t�C �'_ L �� „ o PROP.4"VENT WITH CHARCOAL T.O.F. EL.= 51 .2 ± FINISH GRADE OVER D-BOX= 45.8'± 4 SCHEDULE 40 PVC MIN. SLOPE 1 /o FILTER TO ABOVE GRADE FINISHED GRADE OVER BIODIFFUSERS= 443 - 46.1 GENERAL NOTES PROVIDE EXTENSION RISER SLOPE @ 2% MIN. WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX TO WITHIN 3"OF METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 50•2'± F.G. OVER TANK EL. = 49.3'± 5" DIA. OUTLET(S) F.G. (ONE PER OUTER ROW) CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. -EXISTING 4'° PROPOSED 4" 36" MAX. 4.37'MAX. 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL � SCH. 40 PVC 9"MIN. (SEE NOTE 21) TOP OF SAS/B.O. = 41 .73' SEWER PIPE SEWER PIPE �� _ _ SYSTEM UNLESS OTHERWISE NOTED. 6" 3�� 3"DROP MAX 3„ 9„ L = 49�+ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN -- 2" DROP MIN MIN. - PROVIDE WATERTIGHT -�� L �- JOINTS (TYP.) Fit. , F;Nq ELEVATION =41.73 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A 10" 4" PVC IN FROM 1E:1=1V .33' Q 16" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 1� 14" *45.Q'± SEPTIC TANK 4"PVC OUT TO 0.90' 174--1 (TYP.) 10.75"(TYP) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE . LEACHING FACILITY I 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN j 1 INLET AND OUTLET 12„ 6" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR CONTRACTOR SHALL OUTLET TEE 41 .80 MIN. 41 ,63 ( ) SHALL VERIFY SIZE 48" VERIFY CONDITION OF I � ' 41 .30' 40.40' laid flat 2.875'(34.5") AND CONDITION OF EXISTING TEES GAS BAFFLE 5 0' (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 6"CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS (TYP•) 5'MIN. tw OVER MECHANICALLY 11.5' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE REQ'D 25.0' AND DESIGN ENGINEER. J ; 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 51.00, TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV= < 35.00' BIODIFFUSERS END VIEW ESTABLISHED ON A NAIL SET IN A 14" PINE TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET ( ) EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION (BY INFILTRATOR SYSTEMS, INC.) 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 EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE H-20 DISTRIBUTION BOX DETAIL ARC 36HC (#3616BD) BIODIFFUSERS (H-20) TO THE DESIGN ENGINEER. 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. TEST PIT DATA Il_ NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE REEGULAT O S. OW ER/PPL CANT IS TO OBTA I ZONING SUCH DETERMINATION ON FROM II • �► - , ► PERC NO. 13667 APPROPRIATE AUTHORITY. • © it - INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE y `' �• C.S.E. APPROVAL DATE: Oct. 1999 THEY SHALL WITHSTAND H-20 LOADING. DATE: June 13, 2012 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. • TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ,�I / 13 `• �i ELEV TOP = 45.00' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ZONE 2 '�` t, S"_ REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ZONE 2 r ! ELEV WATER= < 35.00 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). I * - o PERC RATE - < 2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN p " SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. / L=38.52 ` \ -TO 11 f j r DEPTH OF PERC = 36"-54" 25 0 t�` , 16. PROPOSED PROJECT IS LOCATED WITHIN: Benchmark old �� ! R= �0 OCR IL `.. TEXTURAL CLASS: 1 ASSESSOR'S MAP 146 PARCEL 44 Nail in 14"Pine / O A s LOCUS m Elev. =51.00' �t� 0 6 g Op .9L ��o. 0 - - OWNER OF RECORD: RICHARD F. &TRACY A. HAYES A rox. M.S.L. i / ^. ADDRESS: 58 REBECCA LANE N Approx. cE` / GL _v '� 0 �* �Ps �/ / ti� `9l- �� r A/E Loamy 10Yr 3/1 Sand OSTERVILLE, MA 02655 Z ol� �� �� / ��� Sy 0 OG>` C� a THE o CLINE J 6s �o J 3 Q ... 12" 44.00' U GP OJ'Cl I� �o� ,_ p�' kPj O��1\ �O B Loamy Sand FEMA FLOOD ZONE C��y 52�` I S \ $ 10Yr 5/6 COMMUNITY PANEL# 250001 0015 C 1 / W Wllcvv w ry PROPOSED 4" PVC VENT PIPE; ~k 36„ 42.00' 17• DEED REFERENCE: LAND COURT CERTIFICATE 127074 EXACT LOCATION PER OWNER C � Perc 18. PLAN REFERENCE: LAND COURT PLAN#32225-13 54' 40.50' y�, 1 � 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL AL CONDITION. i NX &G���. 9 ^23 • y -r �ro0'n'0�0 N -4 "`TREE a P 2 � _ • P * 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY ( ) 45x0'/ / °� .. r ✓" ti� `^-,.. / FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY C.- ,r v • , Medium Sand -~-�-- �� i FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. ���o o \ /ti / a 1 / o rn • n.�r,: j;' C 2.5Y 6/6 a ' / U.P. #1397/1 / -� - r, - (loose) 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THt FOLLOWING LOCAL UPGRADE �o� D P /J O APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): (1.) A 1.37'WAIVER(3.00'-4.37') FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM. LP LOCUS PLAN CO 58 U.P.#1378/3 \ iHiw _ ❑i-; , EXISTING 6�"n'62 / �/ SCALE: 1" = 1000' TF< 3-BEDROOM 120" 35.00' DWELLING / a �� o No Mottling, Standing or Weeping Observed TOF = 51.2'± PROPOSED INSPECTION PORT DESIGN DATA TEST PIT DATA T �t PATIO b WITH ACCESS BOX (TYP OF 2) LEGEND y<< f� PERC NO. 13667 MAP 146 f PROPOSED TOTAL 20 ARC 36HC (#3616BD) INSPECTOR: Donald Desmarais, R.S. PARCEL 44 DECK BIODIFFUSERS (H-20) IN A FIELD CONFIGURATION 50x0 EXISTING SPOT GRADE \ EVALUATOR: Michael Pimentel, E.I.T. P DESIGN FLOW 110 GAUDAY/BEDROOM 17,864±S.F. / �'� �\� � PROPOSED H-20 DISTRIBUTION BOX NUMBER OF BEDROOMS (DESIGN) 3 C.S.E. APPROVAL DATE: Oct. 1999 - 50 -- EXISTING CONTOUR DATE: June 13,2012 50 PROPOSED CONTOUR EXIS 1. LEACHING ING Pi 1 -i-G BE PUMPED, TOTAL DESIGN FLOW 330 GAUDAY MAP 146 TEST PIT#: 2 TELL - EXISTING UNDERGROUND TELEPHONE FILLED WITH CLEAN COARSE SAND GAUDAY PER 310 CMR 15.255 3 &ABANDONED DESIGN FLOW X 200 % - 660 ELEV TOP= 45.00' PARCEL 45 � / ' � ( ) - r� N� EXISTING 1,000 GAL. SEPTIC TANK TO ELEV WATER < 35.00'USE EXISTING 1,000 GALLON SEPTIC TANK U/H/W EXISTING OVERHEAD UTILITIES � = PERC RATE BE UTILIZED IN THIS DESIGN - l W- EXISTING WATER LINE \ � / MAP 146 � DEPTH OF PERC= GAS - EXISTING GAS LINE INSTALL 20 - ARC 36HC (#3616BD) H-20 BIODIFFUSERS PARCEL 43 TEXTURAL CLASS: 1 TEST PIT LOCATION SYSTEM CAPACITY ;-� -n i EXISTING 1,000 GALLON SEPTIC TANK SWING-TIES SCALE: 1"=20' (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0• `f DESCRIPTION HC-1 HC-2 (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY A/E Loamy Sand PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE 10Yr 3/1 MAP 146 BIODIFFUSER CORNER(1) 41.9 55.1' TOTALS: 12" 44.00' ❑ PROPOSED H-20 DISTRIBUTION BOX PARCEL 46 Loamy Sand BIODIFFUSER CORNER(2) 32.3' 43.6' TOTAL NUMBER OF BIODIFFUSERS: 20 B TOTAL NUMBER OF COUPLINGS: 0 10Yr 5/6 � PROPOSED ARC 36HC(#36166D)BIODIFFUSER BIODIFFUSER CORNER(3) 51.6' 52.0' TOTAL LEACHING AREA: 480.0 36" 42.00' TOTAL LEACHING CAPACITY: 355.2 REV. DATE BY A ----------___ ___. _ __. __._-- -._ - ----.___- PROPOSED SEPTIC SYSTEM UPGRADE (3 115, NOTE: PREPARED FOR: 4) EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER Medium Sand CAPEWIDE ENTERPRISES HC-2 "MODIFIED APPROVAL FOR GENERAL USE" ISSUED TO INFILTRATOR C 2.5Y 6/6 SYSTEMS, INC., DATE OF ISSUANCE OCTOBER 3, 2003(LAST MODIFIED (loose) N MARCH 14, 2012). TRANSMITTAL NUMBER=X235253. LOCATED AT SPECIAL NOTES: (2 58 REBECCA LANE #58 HC-1 OSTERVILLE, MA 02655 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EXISTING 323 (1 EACH SEPTIC SYSTEM COMPONENT. 3-BEDROOM 120" 35.00' DWELLING SCALE: 1 INCH = 20 FT. DATE: JUNE 26, 2012 0 10 20 40 80 FEET TOF = 51.2± No Mottling, Standing or Weeping Observed 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE - e PATIO RESERVED FOR BOARD F HEALTH ��/ P ,joHt�L. �``-�� PREPARED BY: PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT A O EAL H USE ` cHURCFni��R. "0 JC ENGINEERING, INC. DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF nn HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 07 2854 CRANBERRY HIGHWAY DECK EAST WAREHAM, MA 02538 3.) PROPERTY IS LOCATED WITHIN THE GROUNDWATER PROTECTION SITE PLAN 508.273.0377 OVERLAY DISTRICT AND THE ESTUARINE ZONE WATERSHEDS. - - SCALE: 1" =20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2245