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HomeMy WebLinkAbout0094 SCHOOL STREET - Health Cotuit School Street Co L A= 035 - 020 — r TOWN OF BARNSTABLE � t p LOCATION �`I Sc�vo� Sy. SEWAGE # b 7✓ 3a 7 VILLAGE Ca--7� inf ASSESSOR'S MAP & LOT 3 S INSTALLER'S NAME & PHONE NO. JO4h A. Aq// SEPTIC TANK CAPACITY ��f7lJ LEACHING FACILITY:(type) /000 L,yow (size) NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER u�� BUILDER OR OWNER U-a`d it"o it- DATE PERMIT ISSUED: 'DATE COUPLIANCE ISSUED. VARIANCE GRANTED: Yes No Z/ r .. � y� .=�-- . . 2� /��i��.. �p�r !\ _�..._.__._..__.............___.____.._�.�......____..,..___w_..� , `1 �__ _.____.. .___....__._..._.__._..._.__; � i 9 ASSESSORS MAP NO: No... T ._.3 7 PARCEL NO: Fss. .a......^. .. �. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ------------- -- --------------------OF.......................... ......... Appliratiun for Diupuua1 Vorkri Tonstrurtiun Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at 9y � � C ...........lr Lya�ou-Add ss or LoteD�r$o S! �Q.� .... . .. ._----- ._................. Qi5Lner f�T ddres a ............................. •--•- Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms,.......3...............................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type of Building No. of persons............................ Showers a Yp g ---------------------------• p ( ) — Cafeteria ( ) dOther fixtures ... ----------------------•••-••-••----------•-------•.._......---••-......------------•• ----•-.... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No_____________________ Diameter.................... Depth below inlet.................... Total leaching area........_.........sq. ft. Z Other Distribution box ( ) Dosing tank ( ) . Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-.___-___-___-_-•----.-. (T4 Test Pit No. 2....:..........minutes per inch Depth of Test Pit.................... Depth to ground water........................ GG - Description of Soil.............. ._7—---•-------------------------------•------------------- x U ••----•-----•--------- ---•-----•••-•--...----•-••-•••-•-•-----••--•-••••-•--------•••••.....--•---....---••-......................................................................................... UNature of Repairs or Alterations—Answers�y_hen appli }ale,_-.__1_'?__. 'IX1 i __%4_"'!F-_--••-••-- -----------•-•••-•---------••---jd �.e�G. l...... °• LJG� = •��/'t._ Or l 3/. P Sao vL, Agreement: Y The undersigned agrees to install the afor edescribed Individual Sewage Disposal System in accordance with the provisions of iTT . ;of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bY*ssue by the bbooarrd of health Signed.--- ---------L�-- ---••- --...-------------•---•. --` '� ..._ Date ApplicationApproved By---•-•------------•---------••....... .................................•------ Date Application Disapproved for the following reasons:............................................................................................................... ..-•----•-•---------------------------------•-----••---------•--•---------•---•--•--------••------....--------•-------------------•---•--••---•--•-----••.--------------------------------------------- Date PermitNo.----- ----3-2'-7--------------------- Issued........................................................ Date /} THE COMMONWEALTH OF MASSACHUSETTS . BOARD OF HEALTH -................... ........... .......OF.................................................. .... Appliratiut� for Disposal Works C�uustr iurt permit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ................_.._..--------•---_. ...-- -------•-...............--p.....Z- ----..._.._...----------•---•-----•--•----- ------------.._....-•----------•-••---•-- Location-Address or Lot.a'o- i .............��G '. X.f __.. t� s ��� ��7' 3c�ioo� 5 L­ej, -Owner JG/Tu C7 CC/A�/t�M J J.Tdres ,'t Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.......3................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures --------------------------------------......................................-----------------------............................................... Design Flow............................................gallons per person per day. Total daily flow............................................gallons. � Septick—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth---_----------- Disposal Trench—NTo. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ 0.4 Test Pit No. I________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water:...................... ODescription of Soil+`� 7-------•---------•--------•--•------------•--------•--•-----------------------------------------------------------•--•------ x T w x U Nature of Repairs or Alterations—Answer when applia�le-----/ ___S �__ 4 ___F7_ -_.. ." __________________ /t� Q et c -_ 1,-�",-- Ci`....a,J_�.F ��` .............................................. ce oo-------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI LEE 51 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issue by the board of heatt Signed......... ................12• --------- S' �- l� --- •--•-- ------..-_ - Date ApplicationApproved By.....................................r-........------••-•-•---------------------------...---•- Date Application Disapproved for the following reasons:----•--------------------------•-------•----•--••---•---------••----------------•--------------------........--- ------•....--•--••---••-••••••--••-•-••-•••--•••-•--•-----•••••-•----•--••-••-•-•--._.....-•--•----...._...................••-•-••••-•••-••-•--•--------•---•••-•---------•--•---•----•-----•-----•----•- Date PermitNo.---. .7.'..._ -----------•--•-------- Issued_..................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1 ...........�`� - OF......../ ..".-'P.. �t..................................... Tntif iratr of ToutplittUrr THIS S TQ CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by................ ==......--. ............ ------------------- - ---------- ------------------ -------------------------------------------------------------------------- /1 I staller has been installed in accordance with the provisions of L I T IE j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No---92.:�.... ...... dated___________________________________.___________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE................... .2.............................. Inspector........ - .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH "'ispusttl Worho Tuttstriutt 'permit Permission is hereby granted...... ....... ..............•..------....-----...-•-•-----------•-----------••---.._......_........---•--. to at �Constru�t [(� ) or Repaair t�i ) an Individual Sewage isposal System __._ _ street as shown on the application for Disposal Works Construction Permit Noe \-y-_ Dated.......................................... ..................... .^a^ f...._.F..d.. ----------------------- ��// 'J Board of Health y DATE................................................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS C TOWN OF BARNSTABLE !� 0 LOCATI.?N / ��C g g $'-f SEWAGE# VILLAGE e, :bra;t ASSESSOR'S MAP&PARCEL 0' S'01,?0 INSTALLER'S NAME&PHONE NO. 4,, S r, SEPTIC TANK CAPACITY ���© 1, r�ir►r�/✓ LEACHING FACILITY:(type) -,,q'u SorS (size) ,_.ff,5_X VJ, 5 X NO.OF BEDROOMS OWNER r,rylnPli' PERMIT DATE: 00 COMPLIANCE DATE: J 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 oR�k _ r __ �r goo. � � �--- -=! �_ � s /� � � �` .. I /6°' �9 ` � �� z i9�,„ ��', � b y9, �� J'i°�faj �s.co� 2 c�w,�a«.��„� r�h�� . � 63� �/ = �%� of�',F��s or � , �' ,,, �_ �1 Jy� i Tsy Jio .121 7'-6' / j? - fQ?Gf'Zr1� 1 �A 1o'—e' e o 0 O O 23'- 1/2' 4' T-7 1/2' 3'-6' 3' ' O 41131lt3 t�N C of vf . I - - - - - - - 155.00 - - - - - - + i I I I I I'r\ IM✓���� I I 182.00 Bedroom Bedroom I I I I I i I 274.00 I I I I -I- - - - - - - - 177.00 - - - - - - - - I _k FYI • I 1 I 1 I i Bathroom I 88.00 Attic I I 1 I 0U I 94 School Street Cotuit, MA Second Floor I 1 - - - - - -- - 165.00 - - - - -- - r O �� I Kitchen 142.00 I .. I Bathroom I o I i T I I -r - -- - - 45.00 - - - - - - -►I I. 1 - I- -- - - - - Den I � - -- - - - - -- --- - 238.75 - - - - -�I I I ' I I Diningroom I 159.00 164.00 Op to 11� f 1 I I I I - - -t - - -- - 178.00 - - - - -- - - - 1 - I I 1 _ 157.00 Livingroom I _ I I I . I 94 School Street Cotuit, MA First Floor 1 I 307.00 1 I I I I - - - t- - - - - - - - - - - - - - - - - - - - 388.00 - - - - - - - - - - -- - - - - - - - -- - - I I P L - I - -- -I - - - - - - -218.00 - - - - - - - -- - - I I " 160.00 I I - . I I 94 School Street Cotuit, MA Basement No. LIi Fee /00 -o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitioli for Disposal 6pBtem Const rtion permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. qY SIC4, .S e f Owner's Name,Address,and Tel.No. �v- Assessor's Map/Parcel 03 5 —Q,2 fl Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 44 - r•!-/, �v-�f/�s/t /� 0�6y�/ Type of Building: S fl8 a f`/7y4-a L3—a 1177 5_3/3 Dwelling No.of Bedrooms 3 Lot Size 33,WY sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided �`/ gpd Plan Date Number of sheets 0Z Revision Date Title See�f�'� s�s fry �o�,r �1e Aw-7 �r y Size of Septic Tank /�"pOg /a-1�Ana r���-4� Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) � h 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 ea h. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Z Q Date Issued Z`f e-O \4 w No. Os- �t � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compute' r: PUBLIC HEALTH-DIVISION -TOWN OF,BARNSTABLF-rMASSACHUSETTS apOl 'ration for Misp6al Opstetn Construction 3pernttt Application for a Permi4 tom'Construct( ) Repair( ) Upgrade,( ) Abandon( ) ❑Complete System" ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �3 5 _00 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. -! /,2 -croo 't/I/ � 0a6`/t� Type of Building: 5 PS a!FV 7X4�,Z (rak) `✓77f5-3/.3 Dwelling No.of Bedrooms 3 Lot Size 33,Rs sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow.(min.required) 330 gpd Design flow provided �yS `/ gpd w Plan Date - 7-// Number of sheets o2 Revision Date a ' Z Title t�� '� lit fe-±!!p �ro�P 1-21a' Size of Septic Tank�S"OD4 /�-tea Type of S.A.S. Description of Soil ��a f ! b " Natuie,of RepairsorAlterations(Answer when applicable) Date last inspected: mow' 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 ea h. Signed Date Application Approved by 4ZDate F Application Disapproved by Date for the following reasons Permit No. ;ape Date Issued �� (ZO I THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance -P THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at ��z n9v J p f�� �,�,'f has been constructed in accordance i with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer /Q Tf f-l.e. j #bedrooms Approved design flow O gpd The issuance of this permit shall not be construed as a guarantee that the system will do as signed. Date 2 l / �/� ( Inspector No. ©� �� - �� Fee �'It THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS u Misposal 6pstrut Construction Vantit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at �-� a ��n � -/y , f 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. 1 Provided:Construction must be completed within three years of the date of this permit. Date �� `f Approved by_,4 Town of Barnstable o�TME�a►,�, Regulatory Services Thomas F. Geiler,Director • BAWsrABM • Public Health Division MA 659` Thomas,McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 7-Y-J/ Sewage Permit# a0//— a0S Assessor's Map/Parcel ?J-5 a 2v Installer&Designer Certification Form Designer: Ent,, wa r 1.t s, Inc . Installer: 9,C. Ac 1+--o Address: jz W. C.rb 5 s :e ►CA IZd.- Address: d - 2�K 33 (R rw .3-4 a z,6 d Z6y n OnoZ 9'a 0l J C• t� I �C was issued apermit to install a (date) (installer) S h � S o ; septic system at 4 + based on a design drawn by (address) Ft_✓I: ���� dated ,`'` �-jam.t (designer) K_ I certify.that the septic system referenced above was installed substantially according to the design' which may include minor approved changes such as lateral on of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. P 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 iri accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was ' cted and the soils were found satisfactory. SH OFiygss� o� PETER T. N WENTEE nsta ler s 1gnature " CIVIL Cn 9 No:35109 •p0 ��/3TE�� (Designer's Signature) (Affix Design re)' PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. .CERTMCATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND 'AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAofce formsWesignercertification fonn.doc } L Town of Barnt>�table P .Department•of Regulatory Services `t F Puble Health Division Hate Z 1-� 200:Main Street Hyanpis MA 02601 "Date Scheduled Time Fee Pd. " �Y0 Soil:Sutabzlty Assessment for Swage Disposal Performed By' Witnessed By: �Q LOCATION& "N.URAL;INFORII�ATIUN.. , Location Address `? S`� c S r— Owner's Name � ZS: 6It..rc�t r , �'j Address VC Assessor' MapJParcel: Engineer's Name 63S d Sze�e NEW CONsSTRUGTION REPAIR Telephone# d�' 7 3 /7— `{ 7(g$ Land Use, 'erg Slopes(3oj l 2 Surface Stones ` ' Distances from: Open Water Body ft Possible Wet Area Z� ft Drinking Water WellLSy ft oq Drainage Way ft Property Line 20+/ ft Other. ft SKETC)( (Street name,dimensions of lot,exact'locations of test holes&:perc tests,locate wetlands fn proximity to-holes) v 4 ©Q Z Parent mater,al(geologic) j J-,r-mS J 1 a Depth to Bedrock / Depth to Groundwater. Standing Water in Hole: Y` Weeping from Rit;FAee .,_ Estimated Seasonal High Oroundwater 13Z , r DJETERAMATION FOR:.SEASONAL HIGH WATER TABI, Method used r Depth"'Observed standing in obs.hole: In, Depth to soil mottled, '` Itt Depth to,weeping from side of obs.hole: in, GmundwaterA0Jt4."d!t the Index Well.# Reading Date: Index Well level Adj,factor,,, _ .Ac�f.(3rpufldVv4ter"LeVpl,,,,� PERCOLATION TEST bate. Thne Observation Hole# ' Time at 9" Depth of Pic �L 2 1 (( Time at 6'' ,,,, Start Pre-soak Time® End Pre-soak Rate Mi0j' 'noh �� k Site Suitability Assessment: Site Passed�..6 Site Failed: Additional Testing Needed(YIN) 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:ISEPTICIPERCFORM.DOC r� IlEEP.OBSER VATION MOLE LOG Hole# Depth:from Soil Horizon Soil Texture Soil:Color Soil O Suifa.'ce(in.) : (USDA). (Mansell) Mottling ,Fr(Structure,'Stones;Boulders: tVc • . 3G �3z NHS 2SY DEEP OBSERVATION HOLE LOG Hole# 2— Depth`from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones;Bod(ders s MS 2CS 6 � DEEP OBSERVATION HOLE LOG Hole# Depthrfrom Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders: Hole# ,: LE L O G TIO HO RVA N DEEP OBS E Depth from Soitaiatizon Soil Texture Sol Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;-Bouldars. T"lood Ynsca>rttnce Rate Ma Above 500 year'flood boundary::.No Yes r Witt n Soo year lwundary No Yes ' Within loo year flood boundary No Yes Death of Naturally Occurrm�Pervfous Nlaterfal. Does at�least four feet of natitrally`occumng pervious material exist in all areas observed throughoutthe area proposed for the soil absorption system? cal? of naturall occurrin - e Nious mator If not;:Whac;ts:the depth y g P Certiffcatton •I cettfythat ion - .1• (date�.I have passed the soil evaluator examination approved y, e Depatttnent of Pnutronmental Protection and that the above analysis Was performed by me consistent with the required train mg;expertise and experience described in 10 CMR 15;017. Data Signature Q:`SBP I7CtPBRCFORM.DOC EXISTING CONTOUR gloo.sH E I�G SPOT GRADE N 134 P Or CONTOUR ® yaw;8 pond 'Root' L W EXISTING WATER SERVICE _ 02 N 73°36'20" W W PROPOSED WATER SERVICE 150.05021 G EXISTING GAS SERVICE Loke St +101.04 U UNDERGROUND WIRES --------- - - B.H:I -OVERHEAD WIRES q\z o , l ® TEST PIT r ul j�II 100,59 +100.76 +?oroos �} BENCHMARK �° x I 61 School Street CD LEGEND L x 101:5 1 LOCUS - , I 100,80 INGROUND I +100,39 +100.35,` LOCUS M A P POOL +100.26 NOT .TO SCALE - IAREA '�� EXISTING WATER SERVICE TO GARAGE (APPROX.) o APN 035-020 ( ) � TO BE DISCONNECTED ' 33,884 S.F.f NEW PROPOSED WATER SERVICE TO GARAGE GENERAL NOTES: - i PROVIDE 10' (MIN.) 'SEPARATION TO PROPOSED SEPTIC TANK 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL � 1oo,23 S R BOARD OF HEALTH AND THE DESIGN ENGINEER. 99.91 2. ALL WORK 'AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE EXlS77N EXISTING ELECTIC SERVICE TO GARAGE IS LOCAL RULES AND REGULATIONS. GARAGE & %� • .APPROXIMATE. CONTRACTOR SHALL VERIFY 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR APARTMENT , Z LOCATION AND WORK AROUND, OR, REMOVE TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE CDO- & REPLACE AS REQUIRED. DESIGN ENGINEER. N � , N \ a'. �,+ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 99:98 1 N. � s FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN p� ENGINEER BEFORE CONSTRUCTION CONTINUES.- 99 99 - \' .. : ,C ��� ;� - 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. -100.29 : x l00.13 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF EXISTING LEACH PI ' DECK HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. CDR V AY:....::... ... TO BE PUMPED, FILLED WITH `._;, ,. z 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. SAND AND ABANDONED. 101.35 :100.01:.:.. 8. THERE ARE NO WELLS WITHIN 150'•OF THE PROPOSED S.A.S. EXISTING SEPTIC TANK 10 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS - TO BE REMOVED AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 99ro 20, �- /EXISTING 1 42 DIRECTED BY THE APPROVING AUTHORITIES. PROPOSED SEPTIC TANK HOUSE 94 997 T.4'� ��� O.F. 10 1.2t �� 10. IT SHALL BE THE RESPONSIBILITY FOF THE CONTRACTOR TO VERIFY 1500 GALLON-2 COMPARTMENT IL I 0 ^ _ , O THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 9 .t5 x 100.3 M CONSTRUCTION. x 99:67 �u>f 100.42 0 OF ��� qsS 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ' =�Q 9�yG B IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND `4! ::..,.;.,.,.ram �'• ..I M ._/. I 100.s8 o PETER T. REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). � `b � McENT EE -' kk ,Q o N 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 99A2 k0. 0 TP-2 100.19 h CIVIL ' INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. r�rti� i .9e i F No. 35109 13. POOL SHALL BE DISMANTLED AND MOVED TO PROVIDE ACCESS TO `9S2 8 5'I- - ; A�0 CFO/SjE� " THE EXISTING SEPTIC TANK, IF NECESSARY. 22 ``���_ t' FSS 0 A ENG PLAN REVISION - 6/22/1 1 ' EXISTING ABANDONED CESSPOOL 99 50 - TO BE REMOVED - SEE ALSO, NOTE 11 � 147.73' 1. ROTATE TANK 2. PROVIDE NEW WATER SVC. BETWEEN HOUSE & GARAGE- REFERENCES 99.241 S, e`o 9a.6u. . - - _ - ,-.-- ...... _ _ _ PROPOSED SEPTIC SYSTEM UPGRADE PLAN =. �. S;de'Wak-----___ 99.72 99,8 DEED BK 564 PG 1 PLAN BK 564 / PG 287 98.68 98.43 98.26 edge of pavement - - 99.23 94 SCHOOL STREET, COTUIT, MA / N 75'26'45" W � PLAN BK 231 / PG 49 Prepared for: J. C. Aalto, P.O. Box 339, Marstons Mills, MA 02648, PLAN BK 149 / PG 103 SCHOOL $]"/QED BENCHMARK SET Engineering by: SCALE DRAWN JOB. NO. OWNER OF RECORD RIGHT OUTSIDE CORNER OF GARDNER, JAMES A & CYNTHIA BOTTOM STEP Engineering Works, Inc. 1°=30' P.T.M. 163-11 94 SCHOOL STREET 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. COTUIT, MA 02635 EL.=100.58 ASSUMED DA TUM (508) 477-5313 6/7/11 P.T.M. 1 of 2 l'.s •' NOTE: TO PREVENT BREAKOUT, THE PROPOSED, -° ` FINISH GRADE SHALL NOT BE < EL:97.3 ,77 4 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. - DECK SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER 'INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END 'UNIT - - T.O.F. "OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE . '. EXISTING F.G. EL.=100.3t F.G. EL: 100.3t F.G. EL 100.3(MAX.) • MAINTAIN 2% GRADE (MIN.) OVER S.A.S. _ /EXISTING L 10 MAX' M ( ) , L = 7' � = s'(MAx.) ��- � •� HOUSE(,�94) INSPECTION' ' ® S=1% (MIN.) ® S=1%, (MIN.) ® S=1% (MIN.) - PORT �30.g,� �.F,—���.2f 4"SCH40 PVC, 4"SCH40 PVC 4"SCH40 PVC 10"I 14" 14" s" 11.3�� TO O '�` y "O I NV.=97.55 48" 'LIQ. INVERT W ., O LEVEL GAS cns INV.=97.]7 PROPOSED INV.=97.00 3 ROWS OF 7 UNITS AT 6.25 /UNIT oo „°o (o ; y BAFFLE BAFFLE - I ; �, INV.=97.30 �90� INV.=96.94. ABSORPTION SYSTEM (PROFILE) - �m cm am AM . 3 OUTLETS (MIN.) SOIL y � PROPOSED 1500 GALLON SEPTIC TANK COMPARTMENT NO. 1-- 1000 GALLON MINIMUM STORAGE „:. 2 _,COMPARTMENT NO.•2 - 500 GALLON,MINIMUM STORAGE ESTABLISH VEGETATIVE COVER L WITH CLEAN NATIVE OR TIE IN TO EXISTING SEWER •;. H 5 BACKFIAND TO TOP OF CHAMBERS AT, OR ABOVE, INV.=97.66 PERC S BREAKOUT EL. TOP EL. (CONNECT TO GARAGE & HOUSE) '•"' , TOP ELEV.=97.33 a is NOTES: INV. ELEV.=96.94 POUT 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOMELEV.=96.00 INVERTS, PRIOR TO INSTALLATION. 2) SEPTIC TANK & D=BOX SHALL BE SET LEVEL LAND, TRUE TO 5' MIN.' ABOVE BOTTOM OF " ~" ' 75" GRADRE`ON A MECHANICALLY COMPACTED SIX INCH CRUSHED T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH 8`5' STONE BASE, AS SPECIFIED, IN 310 CMR 15.221(2). - EXISTING`SUITABLE 3) .INSTALL INLET & OUTLET TEES AS,.'REQUIRED. BOTTOM OF TP, .EL=89.0 4 MATERIAL. '4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE � 3 ROWS OF 7 16" (H-20) ADS BIODIFFUSER UNITS AS MANUFACTURED. BY TUF-TITE, ZABEL OR EQUAL,. WITH'NO 4SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL `SECTION 76" SEPTIC SYSTEM PROFILE N.T.S N.T.S. _ I k•i n,. SOIL : .LOG ; „ 2". DESIGN CRITERIA 341, .'DATE: JUNE 1, 2011 (REF#13,308) _ gECTION • END CAP *' NUMBER OF BEDROOMS: 3 BEDROOMS (1 BR IN, GARAGE, 2 BR IN HOUSE) SOIL EVALUATOR: PETER McENTEE. PE- 16, HIGH CAPACITY H-20 >xBIODIFFUSER 'UNIT - ;- SOIL TEXTURAL CLASS: CLASS I - •, DESMARAIS R.S. .. �• HEALTH AGENT DESIGN PERCOLATION RATE:'. <2 MIN/IN:..(0.74'gpd/sf LOADING RATE) - ELEV.: TP-�- PTH ' MODEL 16" HICAP UNITS MUST BE STAMPED H-20� , WITNESS:, DONALD ryDE I ELEV. TP—2 DEPTH- LENGTH 76„ DAILY FLOW: 330 G.P.D. r I CONFIGURATION AND AVAILABILITY SUBJECT NOTE UNIT DESIGN FLOW: 330 G.P.D. ,' 100.0 q 0. 100.0 q 0., EFFECTIVE LENGTH 75" 'TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY. GARBAGE GRINDER: NO SANDY LOAM SANDY LOAM SIDE WALL HEIGHT :11,2" ' DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. &aid= 1 OYR. 4/L LEACHING AREA REQUIRED: (330) = 445.9 S.F. 99.5 6„ i 99 2 10YR 4/2> 10 OVERALL HEIGHT 16 4640 TRUEMAN BLVD OVERALL WIDTH 34" .74 SANDY.LOAM SANDY LOAM 13.6 CF ® HILLIARD, OHIO 43026 EXISTING SEPTIC TANK: 1500 GALLON CAPACITY - 2 COMPARTMENT _ 10YR 5/8 10YR 5/8 . CAPACITY PROPOSED D-BOX:: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 97•0 C1 36" y 96.7 C1 40" J 4 (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. PERC PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 3 ROWS OF 7 — 16" (H-20) ADS BIODIFFUSER UNITS ' 42'/j4" W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS 11,3' x 43.8' MED, SAND . M25Y/� 94 SCHOOL STREET, COTUIT, - MA .. 2.5Y 6/4 ' HIGH CAPACITY (H-20) INFILTRATORS MAY BE SUBSTITUTED Prepared for: J. C. Aalto, P.O. Box 339, Marstons Mills, MA 02648 SIDEWALL AREA: NOT APPLICABLE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF BIODIFFUSER) Engineering by: SCALE DRAWN JOB.' N0. 89.0' 132'; 89.0 • 132." T,T� N.T.S. P.T.M. 163-11 21 UNITS x 6.25 LF x 4.73 SF/LF = 620.8 SF Engineering YY OYks, Inc. PERC RATE •<2 MIN/IN. (IN MED.' SAND) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET' NO. DESIGN FLOW PROVIDED: 0.74 x = 459.4 GPD GROUNDWATER i NO ENCOUNTERED (508) 477-5313 6/7/11 P.T.M. 2 Of 2 r. gg B