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HomeMy WebLinkAbout0087 HIGHLAND AVENUE - Health .r v I� I� No. (� J�f Fee Ltl_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: A Yes J PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppliCAtion for aispoSAY 6pstem Construction Permit Application for a Permit to Construct( ) Repair(k Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.?7 l-El [ ;E+ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ;t,0 5% $ Awc- c aTu T Installer's Name,Address,and Tel.No.5®V-477-n'7'7 Designer's Name,Address,and Tel.No. SUS a?3- 037 1 e' ewd'oE ATE 10is C'9 7'C. WAN C, Type of Building: p Dwelling No.of Bedrooms Lot Size 9,q53 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ,+ Design Flow(min.required) 3 3o gpd Design flow provided gpd Plan Date p.5— I��'+`oIc)1-7 g� Number of sheets l Revision Date L5 Title 7 '�&Ab ALE C0-Tu Cr ee E Size of Septic Tank 1500 C-,Aj4,,0&) Type of S.A.S.Ta � �d aU 6444Kgd-45 Description of Soil I'�j� '�7 �5� r;¢X� �566 NN Nature of Repairs or Alterations(Answer when applicable) SA�T)fCt, jj&t.2 - L D e SU0 -•4U[ OL/ S _<. T A-Y?V NJd1 0-dam D--BOIL ?V l a) S&P GrALA.OW �*/Zo LL�:-14e.W 1 QeeP 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 `.� ® �q-)-0ri Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE`,MASSACHUSETTS Yes 2pplitatlon for Vsposal *pstem Construction permit Application for a Permit to Construct( ) Repair(,k Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.. (-�� ( - Owner's Name,'Address,and'Tel.No. Assessor's Map/Parcel ;t,j S 1 1 bi tQR� Av C vT u r r Installer's Name,Address,and Tel.No. 50:9-477-98"'r"7 Designer's Name,Address and Tel.:No. 508-X?3--0S: IS ;5r MA514? ass(+ GA& ' 4kN d.4 4(A#A Type of Building: t ' r Dwelling No.of Bedrooms Lot Size 9,45 3 -" sq.ft. Garbage Grinder( ) Other Type of Building jZC_S t'D&.Mi A,1_, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 n gpd Design flow provided 3"i' gpd Plan Date s I%nP 1`1 Number of sheets Revision Date Title` 1416 0?_AVE (207ru lT Size of Septic Tank 1500 -�dLQ� Type of S.A.S. �;Z) 5oo 6Ac. H-;o 6i4A 12 S Description of Soil . I , Nature lIo``f//Repairs or Alterations(Answer when applicable) :rd57y({,E,�^+ j&g e2 14 (D &�e'��+D /CLAU., ���.y5�_�r1e" 6 &i4�'''�/L1 j Y 4 -610 D-b o) ��, V d GT4�O✓ `I A o `6r Ali 1 Mlli �.�f/i�� , �l'f' �� 4iL Sy�XG1r� 6 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 Comp alth.liance has been issued by this Board of He Signed Date j .. t C�"xo Application Approved by Date � %a lot Application Disapproved by Date for the following reasons I ` Permit No. Date Issued ----------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired O Upgraded( ) Abandoned( )by- (_1&P A)II Q�l A� C'mot tT has been constructed in accordance at 97T H letkApb with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer CA ME 6PPDeQZS Designer - c C)JC-_1 M E2!A f JV6Z =Yic. #bedrooms 3 Approved design flow .336 gpd The issuance of this permit sha 1 not'lle construed as a guarantee that the system wil functio•�a�e i'gne Date 6'; Inspector �� --------------------j ---- -------------------------------------------------------------------------------------------------------------- No. t — t Fee i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS misposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( A Upgrade( ) Abandon( ) System located at g77 14(6{}( AU6 Cnot-' 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 p7 1 I Approved by U i Town,of Barnstable ,s Departitnent of Regulatory Services i i Public Health Division `� �- Date_ I _ � 1e39• 200 Main Streot,Hyannis MA 02601 0 Date Scheduled Tune Fee Pd._4100 P S Soil Suitability Assessment for Se e isposal Performed•By: AWchaQ rn eeke 1, C'S 17' Witnessed By: j LOCATION&.GENERAL INFORMATION Location Address Owner's Name 9-7 H l ENLA A) R V E C O Tel CT Address �Z N(GNCAkj Assessor's Map/Parcel: ' 5( Engineer's Nam Z— - ,�Aj / NEW CONSTRUCTION REPAIR _X_ Tale hone# o'S 82<Z"7 —O ' Land Uso•�i i'1 c�1P 'ttjVyl t�1r �t���tYtCd Slopes(96) � Surface Stones ' ' U I Distances fium: Opon Water Body ft PosslbIc Wot,Arca — ft Drinking VYaterWell — ft Dralhage Way. I tt Property Llne — ft Other — I ft SY +'•TCHC(Stmct name,/dimensions of lot,exact locations of test halos&pare tests,loasto wetlands proximity to holes) j 1pejo Y Parent material(geologic) CtA�WC.S• Depth to Bedrock ?Q k,l be-S r Depth to Groundwater. Standing Water in Hole:_ 71 S�c�. ��5 Weeping lrolrl Pit Face 313 Estimated Seasonal High Groundwater �1`��l" ) S DETERMINATION FOR SEASONAL13IGII WAVER TABLE Mothod Used: V�%*tfcA Uh<ery 4" De th Observed standing in obs.hole: 71� In. Depth to still mottles, Do �th to weeping from side of obs.halo: 7%12- In, Groundwater Adjusltnent ft. Index Well•# Reading Dato:- Index Wall lmvel Adj,•fhotor,, _ ,,,,_Adj.Grnundwater-Lavel,, _ PERCOLATION TEST Date1AQ 17hrltnr /l iM Observation Hole# Tlmn at 9" Depth of Pero 2a'Sri!� Time at 6" Start Pro-soak Time 0 'L) Time(911•6, f End Pro-saak _ { Rate Min./Inch • I Site Suitability Assessment: Sitd Passed Site Failed: Additional Testing Noe ad(YIN) Original: Public Health Division Observation Hole Data To Be Completed on I ack ' ***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'BRCFORM.DOC j I �0� DEEP.OBSERVATION HOLE LOG Hole#j—a_ Depth from Soil Horizon Soil Texture Shcl Color Soil• Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stonet;Boulders. a tsiatancy.%Oraval) G �-G� .�Y`6/� DEEP OBSERVATION HOLL LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,SSopes;Boulders, Flood Insurance Rate Map: Above 500 year Mood boundary No— Yes Within 500 year boundary No_!L'_ Yea,:. Within 100 year flood boundary No. V Yes Death of Naturally Occurrine Pervious M- aferW. Does at least four feet of naturally occurring pervious m itorial exist in all areas observed thrpughout the area proposed for the soil absorptlon system? S If not,what Is the depth of haturally occurring pery ous material's��.. Certification I . I cerdty that on 4 je (date)I have passed the soil evaluator examination.approved by the Department of Environmental Protection and that the above analysis was performed by ma consistent with . the required trainingr expertise experience described In 410 CMR 15.017. Signature Datb - i Q.xRHM ICIPBACPORM.DOC TOWN OF BARNSTABLE LOCATION 1 HIPIL-4012 AVE SEWAGE# a0ll — d5G VILLAGE 07 u l'T ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NOCADEWI1>E E1 TEMSCS 01� SEPTIC TANK CAPACITY c.A(-L tJ.S r LEACHING FACILITY.(type)(2) ,5oU&a+L 6144M gt2g(size) NO.OF BEDROOMS 3 , OWNER PERMIT DATE: a 19"d-©(71 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 site or within 200 feet of leaching facility) AJ A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Aj/,4 Feet FURNISHED BY i5W t b6 -rJ . z � O 2 ® o 5 y L -; 3o,3 ` 8 Ll 13-2P 33` c- a a A_ 3 " 3� 9-3 = 24.5 06/05/2017 10:25 5082730367 #5505 P. 001/001 Town of Barnstable Regulatory Services ti Ae Richard V. Scali, Interim Director Hues PubLc-Hcalth Division t6Jq. Thomas Mclean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax; 508-790-6304 Installer& Designer Certification Form Date: �` r'17 Sewage Permit# AO( 1 -151p Assessor's Map\Parcel Designer: SC En!ji�ne,"ini , I:nr,. Installer: Ca e-w� Ide COV4creC(ses Address: 2b5l GtanNp4rr2 i 4►wa Address: 15-5 Cowirvmerciol Wec.f East ula6VW,_t111 0255t �'(aS�►,�et} 1A ozisy9 On 5-L9 -a.®t`7 Gaeewcdf- was issued a permit to install a (date) (installer) septic system at_ Wig1 lanJ Aur-nue- based on a design drawn by (address) $ C 6i5foeexinp� , Tr4 dated Hay 1l0, 4017 _ (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 ;he 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-byilt by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ' e with the terms of the IAA approval letters (if applicable) JOHN L. r [\,�Q C—<;Z, CHURCHILL JR N ( nsta is Signat ) NO 1 lacy i signer7R=TO re) r (Affix Des' er amp Here) PI. E RET BARNSTABLE PUBLIC HEALT17DIV SION. CERTIFICATE OF C MPLIAWE WILL NOT HE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Scptic\Designer Certification Form Rov 8-14-13.doe TOP OF FOUNDATION = 34.11± PROVIDE EXTENSION RISER FINISH GRADE OVER CHAMBERS -FINISH GRADE OVER D-BOX= 35.4'± 35.2' - 36.3' PROP.VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL NOTES WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER SLOPE c@ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2"DOUBLE WASHED FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. i RISER TO WITHIN 6"OF FINISHED GRADE " STONE TO CROWN OF PIPE 1- UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION 35.0 ± ✓ 4 SCHEDULE 40 PVC ACCESS BOX WITH COVER TO GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FOUNDATION= 33.5 ± MIN SLOPE 1% SEE NOTE#21) 2 OF 1/8"TO 1/2 DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. -- - 5 DIA. OUTLET(S) ( STONE OR GEOTEXTILE FILTER FABRIC 20" MIN. ACCESS 9"MIN. - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP) 36"MAX. ? DESIGN ENGINEER. PROP. SCH.40 TOP OF SAS= 31 .60' PLACE RISERS ON ALL PVC SEWER PROP. SCH. 40 E MAX. 4.7'MAX. CHAMBERS WITH 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER SEE NOTE#23 dvi k���'� M;N.SLOPE�,% 6" 3" 2" DROP MIN. 3 9 30.60' SEE NOTE#23 BREAKOUT EL= 31 .10' INLET PIPES TO 6"OF FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. Lxi ---- 3"DROP MAX. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.SLOPE 1% L=52't 13" PROVIDE WATERTIGHT o ELEVATION =31.10' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4" PVC IN , JOINTS (TYP.) �� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 32 1 + 14" 31 .53' SEPTIC TA 4"4" PVC OUT TO 0 0 O 1 = 0 CI o o 0 O 0 1 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. i . LEACHING FACILITY C:) 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. i �� OUTLET TEE 12" „ oo 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 31 .70 48 30.90' MIN. 30.73' 2' � 0 0 � 0 0 � � 00 00 � 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 19.4'OFFSET TO HSE. FND GAS BAFFLE t/ 6"CRUSHED STONE 00 o 0 0 cz 0 0 0 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 COMPACTED BASE AND DESIGN ENGINEER. 6" CRUSHED STONE 4.0' -8 5' (TYP) - I 4.0' 4 0' 4 0' OVER MECHANICALLY 3 OUTLET DISTRIBUTION BOX P�) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 37.00' COMPACTED BASE C C C C C TO BE INSTALLED ON A LEVEL STABLE 25.0' ESTABLISHED ON A NAIL SET IN U.P.#245/6 AS SHOWN ON THIS PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV= < 23.60' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON H-10 CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 28.60 12.83' LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-8" THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 2 - 500 GALLON -20 CHAMBERS ✓ 5'MIN. ,/ CHAMBER END VIEW 1-888 DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES 'CONTRACTOR TO VERIFY THIS ELEVATIO" SEPTIC TANK PROFILE CROSS SECTION VIEW TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. & REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE H-20 DISTRIBUTION BOX DETAIL H-20 CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING �4 <• " �j!� TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM w •• • =� LO'r PERC NO. 15352 APPROPRIATE AUTHORITY. �.� INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR I EVALUATOR: Michael Pirnentel, C.S.E TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. ' A �} C.S.E. APPROVAL DATE: Oct. 1999 ♦ r Q _ 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. I DATE: May 10, 2017 ZONE2 I 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE • TEST PIT#: 1 ,; ►f �' Vy s - - .• �` ! MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= 34.60' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, EXISTING CESSPOOL (TYP OF 3) TO BE PUMPED, pf !r `' '�!r '�-'�= '4 r ' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). REMOVED AS NEEDED, AND REPLACED WITH li if r'' . ELEV WATER= < 23.60' CLEAN, COARSE SAID PER 310 CMR 15.255(3) nf�f`` * 1ri • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN // • PERC RATE _ <2 mpi SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. pf f r PROPOSED 1,500 GALLON z � _-.�'. ' k ��00 I DEPTH OF PERC= 32" -50" 16. PROPOSED PROJECT IS LOCATED WITHIN: * i 1 Beach SEPTIC TANK /��'��--` • • •• -'-'�s TEXTURAL CLASS: 1 pfNf� ��dj- a 0-- .�� --� • +`` •�,,�� �ti j ASSESSOR S MAP 20 LOT 51 �8 • M OWNER OF RECORD: MARGARET C. TURNER pfNf� OF PAVEMENT w SPf. � .... . • ', LOCUS EDGE Q �� - • ,; ., - r, ram__ Benchmark ROAD f`+� /J o \\ a � ��}��. .., *•• • • •� !" \ fJ « q �. __�� • • • �J , . 011 34.60' ADDRESS: 87 HIGHLAND AVENUE Nail Set in U.P. �E�V1S POND �� -_-- F f ____ Elevation =37.00' 40�WIDE LAYOUT) i _ .f �!~ • _ _ _..__ Fill COTUIT, MA 02635 ( -•35- r�tlbltC FEMAFLOODZONE X Approx.M.S.L. p� BIT. APRON \ ( 8„ 3 \ \ a __._. :/•___- 1 + •• . . + • 3 fl ` Landing 12" 33.60' �,� _ r� • + � ' COMMUNITY PANEL# 25001 C0752J „ „E �, ` STUM� •,! . '. .`� • Loam Sard 17. DEED REFERENCE: DEED BOOK 3932, PAGE 334 -------"C. U.P. (2) 5 0 19 20 1, 4� • C } B y N82 -35 \ R. SS --35 « �• �. �-st � • . Vo14 10Yr 5/6 18. #245/6 a 90_86 �30 ��, •. •• ,Y. PLAN REFERENCE: PLAN BOOK 345, PAGE 62 15' o \ 3 _` ' ' • ' • •'~ � �'� 19. ALL DISTURBED AREAS SHALL BE RESTORED (0 ORIGINAL CONDITION. ` � •,�. ' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY Wa 06., y 6" �c�� tPerc ge t� -� _ FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY ` GUYWIRE L3 12" 5 �N 1. !•\� . S� I •�; �` �� 50 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. (3)9 ! CID BUSH I ` '1� �` = r�'-�?�38 `� r `� ° 21. A 4"PERFORATED SCH. 40 PVC PIPE SHr1LL BE PLACED IN A VERTICAL POSITION TO A 10. . . ., (TYP) \ tip,- .�.. �r r =...� •. ♦ . • •. +1/j• .�! \` ) • • ' ' r;• •i�... fir. a Med-Coarse Sand g1 Q, 12" / l�ntstttt DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A Q(3) 3" C 2.5Y 6/6 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. Q � PROPOSED INSPECTION PORT -- 101, g� L7 2) , p 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL (6 / -'�' j I Q �- REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. (3 ( I S^EEVE PROPOSED SEPTIC PIPE �// Q s LOCUS PLAN ui d ;�' MIN FROM WATER LINE) W cl �� �' Z a SCALE: 1"= 1000' 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE TP 2 132" 23.60' APPROVALS ARE REQUESTED FROM 310 CMR 15.221 (7): 35x6' � J 1. A 1.70'WAIVER 3.00'-4.70' FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. 24 r / / C-2 -/ / = v� No Mottling, Standing or Weeping Observed ( ) ( ) BRICK PLANT BOX I C7 - (2.) A 0.60'WAIVER (3.00'-3.60) FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. / - PIT PROPOSED TWO (2) 500 GALLON ' O a C-1 \ / ./ ! _ I DESIGN DATA TEST 1-" 1 T DATA H 20 LEACHING CHAMBERS Wi o ti I \ �- PERC NO. 15352 LEGEND SURROUNDING AGGREGATE N (� CONC. � ' DRIVE DIRT INSPECTOR: Donald Uesmmgrs, R.S. 50x0' EXISTING SPOT GRADE DRIVF � BIT. I NUMBER OF BEDROOMS (DESIGN) 3 EVALUATOR: Michael Pirneriel, C.S.E -- --- --- 50 - CONTOUR 3 XI MAP 20 Z 0 ��5 �`�` #87 \ w �, „' = APRON DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: w _...` Oct. 1999 LOT 50 0 EXISTING ' WATER w DATE: May 10,2017 PROPOSED CONTOUR N N / 3-BEDROOM TOTAL DESIGN FLOW 330 GAL/DAY I 50 PROPOSED SPOT GRADE o ' 5) -PROP. H 20 EX. INV=32.1'± METER PIT // w ✓ _ TEST PIT#: 2 w DWELLING _ cn 12.5' ~ - D BOX CHIA4. TOF =34.1'± DESIGN FLOW z 200 % 660 GAUDAY ' / VHS EXISTING GAS LINE ' APPROX. LOCATION I . ELEV TOP= 35.60 12.8, BFE = 27.8'± / I (FULL) (CRAWL) r USE PROPOSED 1,500 GALLON SEPTIC TANK p/H/W EXISTING OVERHEAD WIRE EL. = 31.4'± ELEV WATER= < 24.60' 4) ' HC RAMP �,/ W EXISTING WATERLINE i o PERC RATE _ N f 34x6'' HC-3 a N 3 INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE DEPTH OF PERC= TEST PIT LOCATION ao i � SIDEWALL CAPACITY TEXTURAL CLASS: 1 up EXISTING CESSPOOL _ _34J / ry z (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY - 8H O w g (25.0' + 12.83') (2) (2') (0.74 GPD/S.F.) = 112.0 GAL/DAY PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE to p^ 35.60' PROPOSED 1,500 GALLON SEPTIC TANK �F�. 15" ___-33- - a BOTTOM CAPACITY Fill PROPOSED 4" PVC VENT PIPE; / � --- -' u. EXACT LOCATION PER OWNER --�/ / �� / C MAP 20 �y � (LENGTH x ,WIDTH) (0.74 GPD/S.F.) = GAUDAY 12" 34.60' ® PROPOSED H-20 DISTRIBUTION BOX ` (25.0'x 12.83) (0.74 GPD/S.F.) 237.4 GAL/DAY LOT 51 4= Ip c� PROPOSED 500 GALLON H-20 LEACHING CHAMBER r `!r 9,453±S.F. = W 14° _! / TOTALS: B Loamy Sand 5" 116.18' � � 10Yr 5/6 REV. DATE BY APP'D. DESCRIPTION S890 34'55"W TOTAL NUMBER OF CHAMBERS 2 -_ TOTAL LEACHING AREA 472.2 SQ.FT. 32" 32.93' PROPOSED SEPTIC SYSTEM UPGRADE = TOTAL LEACHING CAPACITY 349.4 GAL./DAY MAP 20 < PREPARED FOR: LOT 50 CAPEWIDE ENTERPRISES Med-Coarse Sand LOCATED AT SWING-TIES C 2.5Y 6/6 U.P. 87 HIGHLAND AVENUE DESCRIPTION HCA HC-2 HC-3 #21217 COTUIT, MA 02635 SEPTIC TANK COVER(1) 26.0' 34.7' -- SCALE: 1 INCH = 10 FT. DATE: MAY 16, 2017 132" 24.60' 0 5 10 20 40 FEET SEPTIC TANK COVER (2) 22.8' 29.2' -- NOTES: 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF No Mottling, Standing or Weeping Observed ovk of CORNER OF STONE(3) -- 24.7' 40.0' � � % I PREPARED BY: THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST cy JC ENGINEERING INC. CORNER OF STONE(4) -- 35.0' 26.3' PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL - -- - CNU C JOHN JR. m ' SITE PLAN BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. RESERVED FOR BOARD OF HEALTH USE C L -' 2854 CRANBERRY HIGHWAY CORNER OF STONE (5) 45.0' 39.0' SCALE: 1"= 10' NO 1807 2.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHED EAST WAREHAM, MA 02538 CORNER OF STONE (6) -- 37.5' 49.3' AREA. lSTE 508.273.0377 Drawn By: BJW Designed By: BJW Checked By: MCP JOB No.3815