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HomeMy WebLinkAbout0042 BISHOPS TERRACE - Health 42 BISHOPS TERRACE HYANNIS A= 251 -214 TOWN OF BARNSTABLE LOCATION y�2 �lS�D�^5 /��'/��4C1� SEWAGE# VILLAGE el-1/ ASSESSOR'S MAP&PARCEL 2/y INSTALLER' NAME&PHONE.NO.14�-��O-973?V2 ge �. e, e-0-7 SEPTIC TANK CAPACITY /p00 LEACHING FACILITY:(type) 0,4,w A6r--,-y (size) NO.OF BEDROOMS OWNER PERMIT DATE: 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �w0 N 4 _ Q ` Q l No. �6 l 2 5o Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye 0(pplito.tlon for Zisposal *pStrm Construction Permit Application for a Permit to Construct( ) Repair(GY pgrade(abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.yQ 5ifJ110P ' rr ;1C weer s N Address,and Tel.No. Assessor's Map/Parcel.: ,S/^ 2 I taller' e qq�rr ss a a.Tel.NoSD�J' y/24 97j3 Designer's Narpe Addre s,and Tel.No.360—_--? . Mal 14 0 2 5_ Type of Building: Dwelling No.of Bedrooms .Z Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures t ' Design Flow(min.required) gpd Design flow provided —I 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) 11V Yr*11 /9C0/^ //!G'/ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date _ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. a V Date Issued `�� ' �. ,. . .. '7'.• ... . Y�'\'-t P, "�'fI' * 1.. .-hK IT�tFT°1n�^ n.1r" [^'�T•.J+...:1 n ... lY.r",. o. w�61 �� �' ` .., - Fee N t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1 / "PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS YeA/ Rpplitation for ]Disposal 6pstrm Con$trUrtion 3permit Application for a Permit to Construct Re''pai ='U rade Abandon [:]Complete System Individual Components pp ( ) P Pg (G� ( ) ❑ P Y ❑ p Location Address or Lot No. 23;>—op I"ri4 CC owner's Name,Address,and Tel.No. Assessor's Map/Parcel2 / 2/-Y Help,l� 11 Installer's Name,Address,and Tel.No j o8'4y2 57J,j e Designer's Name,Address,and Tel.No.�6,p—3311 Type of Building: Dwelling No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) C�7` 7 gpd Design flow provided ,., gpd ' 'Plan Date Number of sheets Revision Date Y Title Size of Septic Tank Type of S.A.S. Description of Soil ` Nature of Repairs or Alterations(Answer when applicable) 11V 5r 11 Ay'(-'U r 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 " 6' fo Application Approved by � -"�~ p Date Co r , Application Disapproved by V Date for the following reasons Permit No. al K 5D Date IssuedNj 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,���{�+/� ,ram.,, at-E1 /' '-11!?d2 has been constructed in accordance .. with the provisions of Title 5 and the for Disposal Stem Construction Permit No.,201 t-a SO dated Installek/frJ.,gewx Ah Designer bedrooms .`�� Approved design flow` , gpd t The issuance of this permit shall not be construed as a guarantee that the system will function Al designed. Date ( Inspector , 1Z . d - - - -_ - e . _ _ __-.-.------. _ __ - ----------- ----- --- -- -- - - - G - - - --- No, ©�0 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS )Disposal 6pstem Cons t rtion J)ertuit Permission is hereby granted to Construct( ) Repair Upgrade( ,gr.)— Abandon( ) System located at 1 `Y'� . i 5X)0 5" r/'/"e--1~ and.as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit.Date Approved by � ,yn ct:L�,� Town of Barnstable .�&Ott"'E'O'rtio Regulatory Services Richard V. Scali,Interim Director snRnrsrneis, Public Health Division 1639. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 ,1 Installer&Designer Certification Form cc Date: Sewage Permit# 10/8-YK �a Assessor's MapTarcelas I a i l Designer: M°6 N� ^�G+y3 Installer: JD.5 et?Lj Address:® L � Address: 97 601"Aot e,IT A�J SffrJ OVV IU-i AM 111,*rsre,1n5 On 67,/9 16sePZ 49-G �50rp-0S was issued a permit to install a (date) (installer) septic system at 2, PJ S -_ based on a design drawn by (address) M"Ia dated (designer) I certify that thi(septic system referenced above'was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic.system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if"required) was inspected and the soils were found satisfactory. I certify that the system referenced above was construct e with e terms of the IAA approval letters(if applicable) E (I ller' Signature) A1o: 9940 s ( esigner's Signature) (Affix Designer 'Stamp Here) PLEASE RETURN TO 14 N)TABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL OT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc I Town of Bai-•nstable. P# Department of Regulatory Services Z / Public Health Division Date �( s tee$ 200 Main Stree4 Hyannis MA 02601 �rED MAC A A. l")//g/- �-s— 0 -7 Date Scheduled ' Time' < —V Fee Pd. [ 4 it Suitability Assessment for S e Disposal l AA r Performed By: ` Witnessed By;' i LOCATION & GENFP kL INFORMATION Location Address'4 2 � I S�PS �'E N'A&E Owners Name �ib g�W S �Y 1J t5 Address ' Assessor's Map/P�rcel: aS I la I.q . I Engineer's Name M Q� NEW CO ON `. 'IRE�P/AOt Telephone# Stir 3(0- 33)1 [.and Use ♦ L t`� Slopes(96) p —5° Surface Stones Distances from: Open Water Bod�/� `� ft Possible Wee Area ft Drinking Water Wellft Drainage Way �> 160 ft. Property Line --�t/ D ft Other ft SKETCH:($Ireet name,dimensions of lot,exact locations of test holes&perc'tests,locate wetlands in proximity to bolts) I Kpekt(L fl � 1�0 $ � I . I I 1 . I i � s� I Parent material(geologic) I Depth to Bedrock ' Depth to Groundwateir. Standing Water a"in Hole,: i Weeping from Pit Face Estimated Seasonal Thigh Groundwater ry Dt TION FOR SEASONAL HIGH WATER TADLE Method Used: lu, Depth to sell mottles: In Depth Clb�erved nding in obs.hole: I in. OroundWnter Adjustment Depth toiweeping from side of obs.hole: , Y Adj,Actor Adj.droundwater Leval Index Well# Reading Date: Index Well level -- PERCOLATION TEST Date 'lute Observation I Time at 91, -.. Hole# Time at 6" ...._—.--- Depth of Perc 'rime(9"-61) Start Pre-soak Time.@ h 6 9 V I End Pre-soak Rate MinJlnch Site Failed:. Additional Testing Needed(Y/N) Site Suitability Assessment: Site Passed . original:,Public health Division Observation Hole Data To Be Completed on Back-- ou must first notify the ***If percola#61k test is to be conducted witbin 100' of wetland,.y - U Barnstable C4#servation Division at least one(1) wedk prior to beginning. DEEP OBSERVATION HOLE LOG Hole#_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc a rave a''- �- � DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) ;47 UI\� b ►1 m 3 . 132`' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, oGravel) 6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface-' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, .t Flood Insurance Rate Map: Above 500 year flood boundary No- Yes y Within 500 year boundary No Yes Within 100 year flood boundary No_ 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? If not,what is the depth of naturally occurring pe ious material? Certification I certify that on -L (date)I have passed the soil evaluator examination approved by the Department of Environtnental Protection and that the above analysis was performed by me consistent with the required t ' expertis and ex p Tien a described i 10 CMR 15.0 7. Signature Date 3� QASEF1`10PERCFORM.DOC 4% No....... .... ...... . .......... THE COMMONWEALTH OF MASSACHUSETTS BOARDOOF HE LTH.. .. ... ....... .............. Apphration for-13Wpaiial Worko Tome union Permit Application is hereby made for a Permit t Construct or Rep it an Individual Sewage Disposal I Construct SYS SY.. .............. . . ........ ......... ....... --­------------- ....................................... Location--- ------a .,� es or Lot No. ................................... ------------- ----- ....... J ............................................ r Address Installer Address Type of Build Size Lot... .......Sq. feet U Dwelling ------------ ...........Building of Bedrooms ........Expansion Attic Gar;;?ge Grinder Other—Type of Building ............................ No. of persons............____.._.__.._.__ Showers Cafeteria Other fixtures -- ........---- --- --------- -------------------- -- ----------------- ----- ------ --------- --- - -- ---- <� Design Flow...........................is-0------gallons"per day.--iotal-,da-i-l'y"flow..________._..____ ...;---- ---------gallons. Septic Tank—Liquid capacity./M. ..gallons Le th ........... Width----------_--- Diameter---------------- Depth---------------- hg ----- Disposal Trench—No..................... Width_.,.;��Pl Length............—------ Total leaching area._ -sq. f t. I A-*' -__>---- --- Seepage Pit No.......I------------ Diameter�."..IA......... epth below inlet......6........ Total leaching area...%-&- ?,sq ft. Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by...... Date---------------------------------------- ------------------------------------------------------------------- Test Pit No. 1.....ie/minutes per inch Depth of Test Pit.................... Depth to ground water-.-___-__-.___-__.--.-.. fq Test Pit No. 2................minutes per inch Depth of Test Pit._._..__............ Depth to ground water_-_________-__--_-_--.-. ------ --------------� ........ .. ............................................................... ............................. 0 Description of Soil------ .......................--------------------------------------------------------------------- U ........................................................................................................................................................................................................ --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 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 XI of the State Sanitafy'Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bon issued by theA�Qa�of h t Sid— ................... ----­--------------- ...... ....... . ---------_- a e Application Approved By_' Date of h)th,............... Application Disapproved for the following reasons:.__.._...................... .............................................................................. ........................................................................................................................................................................................................ Date PermitNo......................................................... Issued...................................I.................... Date ------------------—----------- N .. .................... FEa.......4_............... THE COMMONWEALTH OF MASSACHUSETTS BOAR® ,,OF HEALTH /10 ill .............OF.....�. _e'---------------------- Appliration for 11spoal Works Tonstrnrtinn rrrmit Application is hereby made for a Permit Construct O or Repair ( ) an Individual Sewage Disposal Systerritp $) a ' ........................................ a Location-Addres + tt or Lot No w y .+ ,} '�� -"� ' .; ..._•-_'-.._....._. _ ------------- -----•----•-•------------------------------•-- ...............•-- `q 3 ner Address Installer Address UType of Building/ _ �Size Lot_-_1 _4-4-`_ _ Sq. feet .—I Dwelling No. of Bedrooms..............: :=._._..______._..__._Expansion Attic ( ) Garbkge Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) d Other fixtures = ---------- W Design Flow.......................... , ______gallons per person per day. Total daily flow............ .'1;0i." ........ WSeptic Tank—Liquid capacity/0P __gallons Length________________ Width---------------- Diameter-----........... Depth.._____--_____. x Disposal Trench—No_____________________ Width__ �-Tj-,%al Length________ Total leaching area--------------------sq. ft. Seepage Pit No______ ____________ Diameter/'. . Depth below inlet______ .......__ Total leaching area_*- _._% ft. Z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results W Performed bY-------------------------------------------------------------- =------- Date.......................................- Test Pit No. 1...... ___12` _minutes per inch Depth of Test Pit____________________ Depth to ground water....................._- f3;.l Test Pit No. 2................minutes per inch Depth of Test Pit____________________ Depth to ground twater---------------________. =------•--------- D Description of Soil__-..__ _`_ �_ sa ,A x ------------------------------- -------------------- V --••------•---••••-- --••-- W ----------------------------------------------------------------------------------------------•----------------•-- ----------------------------------------------------------------------------------- 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 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.boazd of health. Date Application Approved B --. . .................. r . 0 _ ...... Date Application Disapproved for the-following-reasons:--------------------------- -----•----------------------------------------------------------------------- --------------------------------------------------------------------- Date Permit No. .:........ . Issued........................ ••.... ............... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH °...,. .�F .........OF.... ...,�. rr�t:.x ?. r a'm�.rs.a .. .-: �rr�tfir��r ,af ��aln�li�tnre _ • THI IS TO CERTIFY, TIat the Indhidual Sewage Disposal System constructed ( ) or Repaired ( ) by � tf Ks ` -- -------------- cf w N Installer has been installed in accordance with the provisions of Article XI of The State Sanitary Code as,described in the application for Disposal Works Construction Permit No.................. y'`_, `_ dated-........... ar.'_/_ .2..:.......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT TIME SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH pia r Now FEE "... - Permission is hereby granted .* i� _s: t`` °��� i •, '°. �`'------------ ........................... to Construf :r g ,�P' ; � ( �>repair ( ) an In vidual Sewa e is osal S item at No.`'f ._.t/3_..1.. - N.:�` ...............�F y" fir. Street rrn as shown on the application for Disposal Works Construction Permit Nod; ___ Dated___f!� .�..r� ,;���_� ........ w.rrR T - fJA � __.•G, n'r• -ast.,y8_� y__ " 'Board of Healtlf w? DATE................................................................................. FORM 1255 HOSES & WARREN. INC.. PUBLISHERS ' HYANNIS LOT 36 a . S78 34'14»C o 119 •87 LAKE PARCEL ID: WEQUAQUET � cWi = .1 l 251/99 = >-LOCUS 66 - --,�.\ STOCKADE FEN Q� W LOT 37 0 U AREA=16,586f S.F. N d ci p CHAI NUNK FE 2a p NCE 50' LOCUS MAP 67 20"P TP-1 2¢. � P-2 LOCUS INFORMATION a \� �� PLAN REF: LCP# 25306-B TITLE REF: CTF# 105420 o h PARCEL ID: MAP 251 PAR. 214 N ZONING: "RC-1" FLOOD ZONE: "X" \21' COMMUNITY PANEL: 25001CO562J DATED:07/16/14 III EXISTING 1,000G WOODS \ SEPTIC TANK SEPTIC SYSTEM = REPAIR PLAN ,ap ;% 7t4 2 LOCATED AT: N TOF=68.8 42 BISHOPS TERRACE W HYANNIS, MA. PARCEL ID:251/98 PREPARED FOR ASPHALT �M ss.o D A V I D J R. 8e M A R Y J A N E ! Did GE DECK COR. BLHD BARROWS _N JULY 30, 2018 Gg Z GAS OF ,-20"0 DAR E M. ✓ 't M R 140 Ssl �• A. S78 34'14"E QNITMOa� 11707 a 1 LOT 38 x SCALE: 1"=20' MEYER & SONS, INC. LEGEND GRAPHIC SCALE P.O. BOX 981 20 0 10 20 ao 30 -[-1--�- PROPOSED CONTOUR EAST SANDWICH, MA. 02537 ® PROPOSED SPOT GRADE PH: (508)360-3311 EXISTING CONTOUR FAX: (774)413-9468 IN FEET ) + 96.52 EXISTING SPOT GRADE meyerandsonsinc@gmail.com 1 inch = 20 ft. " W— EXISTING WATER SERVICE t TEST PIT SHEET 1 OF 2 J 2024 � I ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS r DROP FND. BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE (Existing) FINISHED GRADE (66.0) = 68.8 F.G.EL: 67.5 - F.G. EL: 66.3 F.G.EL: 67.2 1 a MAINTAIN 2% MIN SLOPE OVER LEACHING AREA X, �77 .r 2" OF 3/8" DOUBLE WASHED F.G.EL: 66.70 i' STONE OR FILTER FABRIC 3/4" - 1-1/2" • ;s DOUBLE WASHED STONE 'aF �7 " ~ V., 6 " ' 4" SCH 40 PVC a LLi10"1 6 ®®®®• O ®®IE3® a' TEE'S ARE TO BE 14 ® S= 1% (MIN.) ®®®®®®®®®®® .Y 4" SCH 40 PVC INV.6370 F ®®®®®®®®®®® INV.65.40 2 E F. DEPTH E31®®®13®®®1»®® INV. 63.50 . _ 4' 2 X 8.5' 4' GAS PROPOSED DB 3 EFFECTIVE LENGTH = 25' EXISTING OUTLET INV. 65.65 BAFFLE % . ..•.« •. . .•.• • •. DISTRIBUTION `BOX (H20) INV. ELEV.= 62.50 EXISTING 1,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ���`� OF '�ss9 BREAKOUT OUTLET TEE AS MANUFACTURED BY NOTES: TUF-TITE, ZABEL, OR EQUAL o DARRII, M TOP CONC. ELEV.= 63.5 ELEV.= 63.5 1) CONTRACTOR SHALL VERIFY ALL EXISTING c r• PIPE INVERTS PRIOR TO CONSTRUCTION " o. 11.40 INV. ELEV.= 62.5 ® ®® 2) D-BOX SHALL BE SET LEVEL AND TRUE TO ®®®®®®® GRADE ON A MECHANICALLY COMPACTED SIX �Pf�/$j ®®®®®®® ®®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED INNITAR�a� BOTTOM EL.= 60.5 310 CMR 15.221(2) 3.75' 5 FT. 3.75' 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK WITH 1500 GALLON SEPTIC TANK IF FAILED,. SEPARATION 5.55 FT. EFFECTIVE WIDTH = 12.5' DAMAGED OR UNDERSIZED. 4) INSTALL BAFFLE AS REQUIRED E P W/ SEPTIC, SYSTEM PROFILE D BOTTOM OF TESTHOLE EL: 54.95 SOIL ABSORPTION SYSTEM (SECTION) 5) PLACE SANITARY TEE IN D-BOX (500 GALLON LEACH CHAMBER) { GENERAL NOTES: SOIL LOGS P#: 15711 DESIGN CRITERIA DATE: JULY 17 2018 NUMBER OF BEDROOMS: 2 BEDROOM DWELLING/3 BEDROOM DESIGN 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DON DESMARAIS, BARNSTABLE HEALTH DEPT. DESIGN PERCOLATION RATE: <2 MIN/IN AN OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND Y APPLICABLE DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D. LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR Elev. TP-1 Depth Bev. TIP-2 Depth GARBAGE GRINDER: NO (not designed for garbage grinder) TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 66.20 0" ! 65.95 0" SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXIST. 1,000 GAL. SEPTIC TANK DESIGN ENGINEER. A LD<�S3AN1D A LOAMY SAND LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING / ENGINEER BEFOM THOSE REWCONSTRUCTION ONTITINUESORTED TO THE DESIGN s5.53 B 8" s5.2s B 10 3/1 s" USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LOAMY S5NND LOAMY SAND , , , 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 63.20 36" ' 63.13 10YR 5/8 34" STONE ON ENDS & 3.75, STONE ON SIDES: 25 L x 12.5 W x 2 D THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C C BOTTOM AREA: 25 x 12.5= 312.5 SF 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. PERC TEST MEDIUM MEDIUM SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. O EL 61.70 SAND { SAND TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 2.5Y 6/4 2.5Y 6/4 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd CONSTRUCTION. 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 55.20 132" 54.95 132" PROPOSED SEPTIC SYSTEM UPGRADE PLAN 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY PERC RATE <2 MIN/IN. ('Cl- HORIZON) 42 BISHOPS TERRACE, HYANNIS, MA 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. NO GROUNDWATER;OBSERVED Prepared for: David Barrows 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. 15. ALL PIPING TO BE 4" SCH 40 O 1/8-/FT (UNLESS SPECIFIED) 4 Design and Site Plan by SCALE DRAWN DATE I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM 07/30/18 to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX981 REV DATE requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evai. Exam in October, 1999. EASTSANDWICH,MA02537 CHECKED SHEET N0. 508-362-2922 DMM 2 of 2