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HomeMy WebLinkAbout0375 IYANNOUGH ROAD/RTE 28 - Health 375 RD.,HYANNIS A=2/AU At a U `yj 1 I i II I 1 f) I f P TOWN OF.BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE-NO. SEPTIC TANK CAPACITY 4— 1)Q-0 H -2-o LEACHING FACILITY.(type) 4�',�r,r�p;2a f 5�v (size) 3o j o /v9'7 GDP NO.OF BEDROOMS 7 Tia( / Q a•� for i Ooo s4•F OWNER o oc JA �TCJ S 1 PERMIT DATE: 3_2- - 2 a t} COMPLIANCE DATE: 3 -y3 Separation Distance Between the: o c r Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N G 14'L @ t 110 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching;facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY n dl few ;6L E yi}�Oe;I C) L L L vi ► ► 04 °� J J oA U U U � �" s ''► o0 40 T Vl s s r. 0 O � � z G Y No. � � � Fee O0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pplitation for Disposal *pstem Construttion permit Application for a Permit to Construct( ) Repair 0) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. `7j'jS �/-ANOW&k P.I> Owner's Name,Address,and Tel.No. p 3 aS 7 r YA N N IS 116 6QA-bG R E I a MA o�1 g8 Assessor's Ma /Parcel Installer's Name,Address,and Tel.No. 50 -477-g g'l-7 Designer's Name,Address,and Tel.No.,508-','Z73-0377 153 -Q s-,r MAS'NAQ_4:� lv1 &z_. Type of Building: + Dwelling No.of Bedrooms Lot Size 470 9 S-A -sq.ft. Garbage Grinder( ) Other Type of Building C�"6X0_14 — No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) /1 0017, 1 gpd Design flow provided gpd Plan Date 3 -a -a C7 l Number of sheets Revision Date Title 375 --157Y/4U/LM� Abiffi RYONV I S Size of Septic Tank o1500 i4-RO TO 15700 f-I-a.O Type of S.A.S. Pi fit' -_- .,Ty tj6 3O X 5O Description of Soils I S�� ��0 Nature of Repairs or Alterations(Answer when applicable) :T>JS7Ke c_ 01L5do C-ok_ 1-4-av 6 GP-TtC--rpW- 1L iSc�0 �� f(-.;L,) sGi'GT rL -m H -ao i>-4vZC 72) VtPc A+vn -Sm V-AC r-f etz) :3y` X S'o 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. Si Date 3 Application Approved by Date .?-,Zj-.2o%4 Application Disapproved by Date i for the following reasons Permit No. I b �l Date Issued . 3 -.Z I6 t l No. il/ �So( r Fee / OU THE COMMONWEALTH OF MASSACHUSETTS Entered in computer! PUBLIC HEALTH DIVISION - TOWN OF,BARNSTABLE, MASSACHUSETTS Yes Zipplitation for disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair X) Upgrade( ) Abandon( ) ErComplete System ❑Individual Components Location Address or Lot No. -5-15 SyANAI U(, W lZD Owner's Name,Address,and Tel.No. p 3ag 7( �fY�k►JNiS r=(o A4 out R E�o mA var�8 Assessor's Ma /Parcel Installer's Name,Address,and Tel.No. 5o Q -417-g g 17 Designer's Name,Address,,and Tel.No.,$08-0273-03 77 ISB C0*WoAfrXQj 5T,MA5NP6RE, ImA ckw&ews4 Hcew &. Type of Building: N Y Dwelling No.of Bedrooms Lot Size 47, :9 5A 'sq.ft. Garbage Grinder( ) Other Type of Building Cug_f"6XC1 r4-L-- No.of Persons Showers( ) Cafeteria( ) Other Fixtures - Design Flow(min.required) 8'OQi'7r gpd Design flow provided I♦ ( I q gpd Plan Date 3 -off•Cf-a 0 I4, Number of sheets Revision Date Title ,3 7,5 �VAA)iV�l)61+ P bA lTb ll�OO LS' Size of Septic Tank *1500 H-RO TO l$00 /4-a0 Type of S.A.S. PiP6- r 5-M tJL; 3 D V 50 Description of Soil M , 1 �/6�{ Sr4r[i��(�() '1 �p iS �$/�FcyD t� �a ee G6. Nature of Repairs or Alterations(Answer when applicable) :ZfJ57Xt,(, 4:5442 6o�L 1*-4-.10 S 471C,-'rPWVL . SOD 6-4e. I-(-a.) SGPrC,- T4-a 9- Zn H -a0 b-40K 7Z) P1106 A+An SM)UG l'r Lzi� 3v X So 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. Sig ped, Date ,3 -,,).q Application Approved by Date Application Disapproved by Date for the following reasons Permit No. C7/ 6 r x x Date Issued 3 .Z JT_-2 Q�( ---------------------------------------------------------------------------------=----------------------------------------------------- pTHE COMMONWEALTH OF MASSACHUSETTS""kJ �� BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CCERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(u) Upgraded( ) Abandoned( )by (:2A0C--W(DC f✓ �i� L•�-C„ at 31 S .T%/4 NNd C)6" Roo4b has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 0 f 6 id dated 3-j Installer Wkaj(Dc- a LP 1-=KPA1$ LC. Designer �G ��� PQ Xi LNG �9 � Approved design flow#bedroomsJIA- �cnreft,'r, / 9 gpd The issuance of this permit shall not be construed as a guarantee that the system will nct ons designed. &,,e Date z / Inspector (� l ----------------- -- - Fee------------------------------------------------ - ------------------------------ 2 ------------------- No. 0 1 6 - 011 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair()0 Upgrade( ) Abandon( ) System located at 3 7 S 9yAMAJOL)G 14 k,'4Y H4/y4&Wl S 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 pe 1. Date S-� sZu l (i, Approved by �� �1 Town of Barnstable Regulatory Services Thomas F. Geiler,Director - • B so tau. Public Health Division to►�it�td"�� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862.4644 Fax: 508-790-6304 Date: 3r3i'l �O Sewage Permit# Z 0 t Assessor's Map/Parcel 328171 Installer & Designer Certification Form Designer: 5C Enp nee,iOS TOG Installer: Ca(.ewid2 C-ntz�ecia,e5 `�G Address: Z h5 y Cron L-rV Ht hw Address: t 5 3 G o�►mercra l 5�(e e�" Ens! LUocehQnm t t-Ifk 02.536 - Na�ln�ee� ?IA 67G'417 On G ewiae. irnte� rises was issued a permit to install a aP P (date) (installer) septic system at 375 (00A based on a design drawn by (address) _X L-���; z e r i t)c) dated Z Y, Z O 1 (o (designer) V/`l certify that the septic-system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e, greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if req nspected and the soils - were found satisfactory. 1 ) CNUI:CNI;L JR. Installer s SIgnB e) No CIVILa�3�' esigner s Signatur (Affi) e9i er s mp Here) PLEASE RETURN O BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLYAN'CE WILY, NOT 111F_ISS_MD_ UNTIL Doti THIS FO)itM"AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE UBLIC HEALTH DIVISION. THANK YOU. fbnn.doo No.00lb Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: N/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(pphtatlon for Vspoeaf 6pstrm Const union Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System X Individual Components Location Address or Lot No. 375 xY,4 d00U6 H R_t) Owner's Name,Address,and Tel.No. Ri a� Wit-c�.� M$7l�IEt�so� �S Assessor's Map/Parcel 0 l 1 eq EA4 ME lei Installer's Name,Address,and Tel.N . 5 pg_C 7-7_8 g'j 7 Designer's Name,Address,and Tel.No. 15 Type of Building: �^ Dwelling No.of Bedrooms '�� Lot Size7{ sq.ft. Garbage Grinder( ) Other Type of Building Cou4ruEl4r 1.d C__ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) — gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Cat Li= 6-13py 14-;to i/yCT AIS� 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 Healt Sig Date Application Approved by Date y �/b Application Disapproved by Date for the following reasons Permit No. 2oM o Date Issued �I/6 sF No.�1(� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ,,.le Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplication for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System IN Individual Components Location Addressor Lot No. 3-7-5 ZY,4"V6 H R) Owner's Name,Address,and Tel.No. R-T AS Wit-Pej ) M4THEwso" �a Assessor's Map/Parcel a g 1 lq(o Ac4psmq AY9- v7t( Ufa Installer's Name,Address,and Tel.NA. rj pg-Y77_8 g-j 7 Designer's Name,Address,and Tel.No. t (°AP6L4)(DC— EN't-6?Yql.5es kx C� �5 Carsc e,Ac.Sr t�/q�lo N Type of Building: Dwelling No.of Bedrooms " Lot Size 1 7±sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan, Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) IN fT 14 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 Healt Si _� _�. Date Application Approved by Date y /Ei Application Disapproved by Date ,r on . _ = for the followmg°reasons_-- Permit No. 2w14 — 05 3 ,` Date Issued f Q THE COMMONWEALTH OF MASSACHUSETTS�� BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) Upgraded( ) Abandoned( )by D ski r IVT AAoJ5r=g 1L : +_ at J-]TANNOU lq Pb (RT o"12 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No-W dated Installer d4PF_1V/7)61 &OT&,kw� C1<G Designer N #bedrooms "' Approved design flow god The issuance of this permit shall /ot a construed as a guarantee that the system ill t o signed. Date �J � J Inspector i ------------------------------------------------------ No. 0 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS "� Disposal *pstetn Construction J)Prmit Permission is hereby granted to Construct( ) Repair(x) Upgrade(/ ) Abandon( ) System located at 3-7S ZYAN146o!�rfr koy-fb 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. t Provided:Con traction must be completed within three years of the date of this permit. 4 Date 3 �� 7 Approved by Town of Barnstable P# . Department of Regulatory Services Public Health Division Date 3 Cb MASS. 1•619- 200 Main Street,Hyannis MA 02601 Date Scheduled b Time / Fee Pd.— Soil Suitability Assessment for Sewage Disposal Performed By: l(iYluPil 1' Grl rt:� , Efi C SC Witnessed By: v f �/" JT "�Dn P) LOCATION&.GENERAL INFORMATION Location Address Owner's Name lnli t-t=1ZEi1 l� 4rrVc_cvg • 3?� 1Ya41Jt�fbUCt� �D�RTa�� i�tb DE��• �tvc o� Address WE40407 -U I Ulf ©ottS�i nn aG Assessor's Map/Parcel: �tJtlaiQ(> T.�"Cr 3�.� �b �� y Engineer's Name TatZ)"M LLC_ NEW CONSTRUCTION REPAIR k Telephone# 508-4171 —�$7-► ,cOb-273-63.77 Land Use 0 We e- t O ekai( Slopes(96) 1 Z- Surface Stones 00,577Sf) ( 12,07(csf) Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way �'T ft Property Line / ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands{n proximity to holes) See CIAO- e.d e la n Parent material(geologic) 0 +s� Depth to Bedrock T. Depth to Groundwater. Standing Water in Hole:_ pp� Weeping from Plt Fpce Estimated Seasonal High Groundwater 7 DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: DI(crJ d�DSeNa{toyt Depth Observed standing in obs.hole: 7 f3• In. Depth to loll mottles: In. Depth to weeping from side of obs.hole: In, Groundwater Adjustment — fr. Index Well-# Reading Date: Index Well level „ Adj,-factor Adj.Oroundwater Level PERCOLATION TEST bate LISA 'rime II am Observation r, Hole# Tlme at 9" Depth of Pere G 0 -76 Time at 6" Start Pre-soak Time @ I am 'rime(9"-6") End Pre-soak Rate MinJlnch 2 Site Suitability Assessment: Site Passed y¢S Site Failed: Additional Testing Needed(YIN) N Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:ISEPTICVERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# ► +2 Depth from Soil Horizon Soil Texture Sdil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. orrsistency.%Oritvell o-i2• fal tZ--loo C-t C S 2..5`i���, I5-25 grav� tC Uou M Ilk ' DEEP OBSERVATION HOLE LOG Hole# Depth from,, Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. 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 V Yes ' Within 100 year flood boundary No.✓ Yes Depth of Naturally Occurring Pervious Material exist in all areas observed throughout the naturally occurring g Does at least four feat of na y gervious material ex p area proposed for the soil absorption system? Ye 5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on 10-2-1-97 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and ex rience described in�10 CMR 15.017. Signature Date . Z3-1 to Q:WEFn(,VERCFORM.DOC 3 7S TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1,Marine,Gas Stations,Repair BOARD OF HEALTH 2.Printers Q satisfactory 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY���� (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRE$R Class: 7.Miscellaneous 4�40-*iZ rQUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALSov IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel(A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers llr is ellaneo s: W 0,Al :���. DISPOSAURE-CLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply /-x 40 O Town Sewer 'ublic O On-site OPrivate 3. Indoor Floor Drains YESJNO O Holding tank:MDC O Catch basin/Dry well_a7A/49_Vf O On-site system 4. Outdoor Surface drains:YES N0_z O ERS: O Holding tank:MDC �F_ O Catch basin/Dry well O On-site system 5.Waste Transporter YES NO 1. 2. Pe nterviewed Inspector Date PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE FINISH GRADE OVER LEACHING FIELD= 382 - 38.7' G E N F Q A L 1\I(-)T h C SLOPE @ 2%MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER D-BOX= 38.5 t PROVIDE H-20 CONCRETE RISER WITH METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE TOP OF SLAB SECURE CAST IRON FRAME &COVER TO F.G. [PROVIDE H-20 RISER wl SECURE 2" OF 1/8"TO 1/2" DOUBLE WASHED STONE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. ELEV.= 39.0'f OVER TANK COVERS AS SHOWN (TYP. OF 4) CAST IRON FRAME & COVER TO F.G. 4" SCHEDULE 40 PVC MIN. SLOPE 1% 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 24"MIN.ACCESS �5" DIA. OUTLET(S) INSPECTION PORT w!H-20 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL F.G. OVER TANK EL.= 3$.5't F.G. OVER TANK EL.= 3$.O'f F(TYP OF 6) ACCESS BOX wt COVER TO BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. -.__. GRADE (SEE NOTE#22)4. AX. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN EL.-36.32' 9"MIN SEE NOTE 23 ELEVATION = 33.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. PROPOSED 36" MAX. PROPOSED 9"MIN. TOP OF S.A.S. _ UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. 4"SCH. 40 PVC EL.=35.97' 36" MAX. PROP.4" 4" PVC PERFORATED PIPE ' _ .4 ' MAX AND THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 4 SCH.40 PVC " SCH.40 PVC _ P AT ° , 33.50 33.25 5 5 ° 3" 3 TO D-BOX L-92 t PROVIDE WATERTIGHT SLOE 0 50/0 32 75 SEE NOTE 23 5. SLOPE ALL SOLID PIPE AT 1.0 to MINIMUM. SLOPE(rD 1%min, 6" 2"DROP MIN. L-4 t -i 3"DROP MAX. 9" nun. _ 9" 3" 2"DROP MIN. g« 3' 4" PVC IN FROM JOINTS (TYP.) 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 3"DROP MAX. SEPTIC TANK 4" PVC OUT TO \. � 13 , � - - -- -� 1 min. SE C r_-___ ______ ____________________________________------ ___ 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN - 35.0 19" 34.65 13" 14« LEACHING FACILITY 1 ; I SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO LIQUID , �- 4-FT l'- _ i -' �' -�+ --f BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. ' LEVEL 34.55 LIQUID 12 I '� ------f 1 t } t I 001 34.90 INLET LEVEL 34.30 33.30' MIN. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �l ��,/ I __! 8. ELEVATIONS BASED ON APPROXIMATE MEAN SEA LEVEL DATUM. ELEVATION OF 40.00' TEE OUTLET TEE GAS BAFFLE 33.13 I 1 iJ I I i ` ' I � � ON TOP CORNER OF LIGHT POLE CONCRETE BASE AS SHOWN ON PLAN. OUTLET ` 6" CRUSHED STONE r..,: �-t : i �. :" -i: %" %' "r , I 1 I i I 100 °°I 16« ESTABLISHED ALL TEES SHALL BE PLACED DIRECTLYWff INLET TEE TEE I i i i 1 10 0I EFDEPTH 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION OVER MECHANICALLY B t__.-___ -_____�I __________ _.________ ________ '__�__� �_ THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE UNDERNEATH CENTER OF RISERS GAS BAFFLE ' COMPACTED BASE 33.00' EXISTING 5 BOTTOM OF FIELD TO BE LEVEL EL. = 32.25' + AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES, REPORT ANY OUTLET DISTRIBUTION BOX I DISCREPANCIES TO THE DESIGN ENGINEER. ELEVATIONS PRIOR TO CONDUCTING AN` 6"CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 4.0' 5.5' 5.5' 5.5' 5.5' 4.0' e,AIOPV u, KinTlov cnlri tFPR lP r)11:FPPFN1n OVER MECHANICALLY 50.0' 5' MIN. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE WATERTIGHT. T COMPACTED BASE �� �� �� BASE. FIRST TWO FEET OF OUTLET 30.0' LENGTH 12'-2" WIDTH 6'-8" DEPTH - 7'-2'� LENGTH 10 -8 WIDTH 5 -10 DEPTH 6 -2 � 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING PIPES TO BE LAID LEVEL. I ' REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 1-r�ur 0�v 4',�l0U :�rrLL i v TANKS SHALL BE INSTALLED PROPOSED 1 ,500 GALLON GROUND WATER ELEV.= < 26.80 CROSS SECTION VIEW APPROPRIATE AUTHORITY. _ -- ON A LEVEL STABLE BASE t H-20 SEPTIC, TANK H-20 SEPTIC TANK H-20 U►ib I R1131' ) l I�__)N BUX DETAIL FIELD DETAILS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS I TYPICAL FIELD PROFILE FIELD END VIEW --- LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE THEY SHALL WITHSTAND H-20 LOADING. STPITDATA 13. IF NEEDED, DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST& FINES. CBN (LEACHING) �. r }. �, 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH - r~ lr. R. PERC NO. 14986 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND (TYP OF 4) ) -;.� A_I 1''�` , f Z Benchmark SEPTIC SYSTEM COMPONENT. UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF \ Cnr of Light Base -I--� - _ INSPECTOR: David W. Stanton, RS LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN Elev. =40.00 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE -- - -_i ' EVALUATOR: Michael Pimentel, EIT, CSE COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN Ilk.A rox. M.S.L. PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH THE TEST PIT t. ., ACCORDANCE WITH 310 CMR 15.255(3). 4� PPROVAL DATE: Oct. 1999 DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF ,, ,,, ' , C.S.E.CSE15, CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN 1 \ HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. �i , , - �_ �" DATE: March 18, 2016 \ � ' y � .E 0 - �. ., •; �„ SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. �EXACT ROPOSED 4" PVG VENT PIPE; 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE WELLHEAD PROTECTION . •Ij `N, r 'f ? TEST PIT#: 1 16. PROPOSED PROJECT IS LOCATED WITHIN:LOCATION PER OWNER rOVERLAY DISTRICT AND DEP APPROVED ZONE 2. ELEV TOP= 38.30'+� ,�;✓1' �- ' �, r ZONE 2 , _ # ASSESSORS MAP 328 LOT 71 4. LOCATION OF ALL UNDERGROUND ELECTRIC LINES SHOWN ON THIS PLAN ill , t i f"` ` ^' ) _ ,� 1 ;� � ELEV WATER= <26.80' OWNER OF RECORD: IYANOUGH REALTY TRUST ARE CONSIDERED APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY t t 5 rr r O(f LOCATION OF ELECTRIC LINES(AND ALL OTHER UNDERGROUND UTILITIES PERC RATE - <2 min./inch ADDRESS: 196 ACADEMY AVENUE l i� 7989 Sp,� �cy IS WHETHER OR NOT SHOWN ON PLAN)PRIOR TO CONSTRUCTION. s WEYMOUTH, MA 02188 `/ DEPTH OF PERC - 60"-72" % / 4 7qR� y�9yrO'gQ i �r f 1 1 , <., 17. FEMA FLOOD ZONE OF PROPOSED WORK IS LOCATED IN X �► TEXTURAL CLASS: 1 i i EXISTING WATEKLiivi ,8 , C/ _ '� AS SHOWN ON COMMUNITY PANEL# 25001C0566J ` °�T ROT �rr� � , �t_ ; ,r � ��. `� i 18. DEED REFERENCE: BOOK 5500, PAGE 153 s fir,` TP 2 / \(APPROX. LOCATION) /p��2� - � +f (7) ff lj _Cti \ J y1y LOCUS r �,I ', 01, 38.30' 19. PLAN REFERENCES. 1.) PLAN BOOK 76, PAGE 41; 2.) 1932 STATE LAYOUT NO. 2962 38x3 i 1 �' tir-*' fr i r- � Fill 3.) PLANB BOOK 228, PAGE 135 / '- �y ` 'r •^ 12" 37.30' I ,4 /TP 1 /� '�� � \ 1 i`� +' �+ .�, r'' 20. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. MAP 328 moo' '`�. �,, 38x3 w O�' '`7-=:z_ ,1 `/ i"`7` r A ti' Coarse Sand 21. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT PAR EL 70 �� F _ y �� ` ll '� 4r 2. Y / ' ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. N. .� ,j qiy OP �+, �-1 y ;ts tr' i i. ` �I (15-25%gravel !3S �A ti t��-�- r, r , , 22. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A wgVF �i,^ -"1 -�� t r & cobbles) LECTRIC LINE (APPROX. LOC. ONLY; ,v �_ 1 -ter .. '''a DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3' OF FINISH GRADE. A Q _ ,� ( ---, �¢ I' y`i , + ;. ., ,_ I ; REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. a (6) -� 8) j / Fq. CONTRACTOR TO VERIFY LOCATION 60" 33.30' C-3 b a __. ,� - - ` PROP. H-20 D-BOX c�0 •� c0 OF ALL ELECTRIC LINES WHETHER Perc 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.406,THE FOLLOWING LOCAL UPGRADE ° - ° �.! S, SHOWN ON PLAN OR NOT) �� �` �- rt <,� -� 4 �-, ! APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7): m ---PROP. 6" SCH. 40 PVC 72" 1.80' a CO y \, ? , + , ex;���. Il i- (1.) A 1.20'WAIVER (3.00' -4.20) FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. 4, SLEEVE (10' EACH SIDE OF 3 f :' _�__1.��__S__�_ .__..___ . �� �,�. , PROP INSPECTION C J - h'Fj WATERLINE CROSSINGS t®� �i� ,SD°F (2.) A 2.45 WAIVER (3.00 -5.45) FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM. PORT (TYP. OF 2) Fsr \ / • 6 i? d C-2 Medium Sand 5) \ 2.5Y s/s LOCUS PLAN SCALE: 1"= 1000' LEGEND PROP. 30' x 50' a - LEACHING FIELD °° �4 � � , -" � � 138" 26.80' i DESIGN DATA 50 0, EXISTING SPOT GRADE a 4) No Mottling Standing or Weeping Observed i x a ___.i ---_.__ ___-- --__-..- EXISTING CONTOUR #383 C-2 3) �. �`� DESIGN FLOW: VEST PIT DATA EXISTING 5,981± s.f. °3g >< \ / r EXISTING USE: 50 PROPOSED SPOT GRADE RETAIL BUILDING CQN / OFFICE BUILDING (i.e EASTERN BANK) PERC NO. 14986 (KENT'S CARPETLAND) Cry j �_ , _ 50 PROPOSED CONTOUR �rF (2 \ PROP 1,500 GAL. DESIGN FLOW 75 GAUDAY INSPECTOR: David W. Stanton, RS SLAB EL. = 39.0'± H 20 SEPTIC TANK / per 1,000 s.f. p __ EXISTING WATER SERVICE GF (1 \ EVALUATOR: Michael Pimentel, EIT, CSE 3 CESSPOOL TO 13E PUMPED. TOTAL DESIGN FLOW 493.3 GAUDAY{i.e. (6,577sf 11,000)x 75} C.S.E. APPROVAL DATE: Oct. 1999 W F1LLELj WITH.CLEAN, COARSE SAND EXISTING ELECTRIC LINE b #379 h AND ABANDONED(TYP OF 3) RETAIL STORE i.e. ANNABELLE`S. SALONCENTRIC;KENT'S DATE: March 18, 2016 `'' o EXISTING 4,400± s.f. 38 /- ) EXISTING GAS LINE ry a RETAIL BUILDING / \ DESIGN FLOW 50 GAUDAY per 1,000 s.f. TEST PIT#: 2 z `�' (SALONCENTRIC PROFESSIONAL BC_ / TOTAL DESIGN FLOW 603.8 GAUDAY{i.e. (12,076sf/ 1,000)x 50} ELEV TOP = 38.30' �� TEST PIT LOCATION / BEAUTY PARTNERS) A f SLAB EL. - 39.0'± ! XISTING 1,000 GAL SEPTIC TANK TO BE ELEV WATER= < 26.80' / COtiC' \ j REPLACED W/ NEW 2,500 GAL. H-20 SEPTIC TANK GRAND TOTAL DESIGN FLOW 1,097.1 GAUDAY (i.e. 493.3+603.8) O O O PROPOSED 2,500 GALLON H-20 SEPTIC TANK J > PERC RATE _ n �``'�_�� OJ�� R�TFS�O DEPTH OF PERC= o w �� j F�q SEPTIC TANK SIZING: O U O PROPOSED 1,500 GALLON H-20 SEPTIC TANK s C!t FIRST TANK IN SERIES: I �O co�<(,v�0,�� f ROP 2,500 GAL. a , DESIGN FLOW x 200%= 1,097.1 x 2 = 2,194.2 GAUDAY (REQUIRED) TEXTURAL CLASS: 1 v���� ' H-20 SEPTIC TANK e a f DESIGN CAPACITY = 2,500 GAL/DAY (PROVIDED) PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE 1 1z SECOND TANK IN SERIES: PROPOSED 5-OUTLET H-20 DISTRIBUTION BOX - DESIGN FLOW x 100% = 1,097.1 x 1 = 1,097.1 GAL/DAY (REQUIRED) 0' 38.30' MAP 328 - j O DESIGN CAPACITY = 1,500 GAL/DAY(PROVIDED) Fill - - PROPOSED 4" PERFORATED SCH. 40 PVC PIPE MAP 328 12" 37.30' PARCEL 70 PARCEL 71 #375 USE PROPOSED 2,500 GALLON SEPTIC TANK (first tank in series) 47,852± S.F. EXISTING 6,577±s.f. USE PROPOSED 1,500 GALLON SEPTIC TANK(second tank in series) REV. DATE BY APP'D. DESCRIPTION OFFICE BUILDING Coarse Sand (EASTERN BANK) C-1 2.5Y 616 PROPOSED SEPTIC SYSTEM UPGRADE SLAB EL. = 39.0'± LEACHING DESIGN: (15-25%gravel PREPARED FOR: &cobbles) tis8 ?s898, MAP 328 � � CAPEWIDE ENTERPRISES �s•� 3 PARCEL 230 INSTALL A 30 x 50 LEACHING FIELD 60° 33.30' SWING-TIES - o M SIDEWALL CAPACITY LOCATED AT DESCRIPTION BC-1 BC-2 BC-3 "' NO SIDEWALL AREA CREDIT TAKEN 375 IYANNOUGH ROAD 2,500 GAL. TANK COVER IN (1) 15.9' 87.0' -- BOTTOM CAPACITY HYANNIS, MA 02632 2,500 GAL. TANK COVER OUT(2) 24.0' 88.9' -- (LENGTH x WIDTH) x(0.74 GAUSQ.FT.) = GAL./DAY C-2 Medium Sand ( 59 x 30' ) x(0.74 GAUSQ.FT.) = 1,110 GAL./DAY SCALE: 1 INCH - 20 FT. DATE: MARCH 24, 2016 1,500 GAL. TANK COVER IN (3) 32.7' 91.0' -- MAP 328 l �����ut�,�t�i 0 10 20 40 80 FEET 1,500 GAL. TANK COVER OUT(4) 34.4' 84.8' - PARCEL 230 TOTALS: -~ / PREPARED BY: HURi +ILL JR. -v, JOHN L. 1,50o SQ.FT. 138 26.80 VIL " JC ENGINEERING, INC. CORNER OF STONE (5) -- 23.8 87.6' TOTAL LEACHING AREA g -� C � 2854 CRANBERRY HIGHWAY TOTAL LEACHING CAPACITY 1,110 GAL./DAY No Mottling, Standing or Weeping Observed 41 iCORNER OF STONE (6) -- 70.3' 40.5' CORNER OF STONE 7 -- 82.0' 61.0' � '; `�� EAST WAREHAM, MA 02538 O SITE PLAN 508.273.0377 CORNER OF STONE (8) -- 48.5' 98.8' SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.3422 � ___ ----�