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HomeMy WebLinkAbout0104 HAMBLIN'S HAYWAY - Health 1 A Hamblin's Hayway Marstons Mills A= 030 046 TOWN OF BARNSTABLE . I:OCATION �,r-/ /�!¢oylf��i7S /9���/l!- SEWAGE # 007- �1�y **&AGE 111 ASSESSOR'S MAP & LOT 30 ^yG INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 00 LEACHING FACILITY: (type) 'g-SQo (size) NO.OF BEDROOMS 3 BUILDER OR OWNER �F_69 U PO4KIS PERMUDATE: 9— /I-0 COMPLIANCE DATE: ..-,? 27-o 7 Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 leachi g,facility) Feet Furnished by G7. qS, ry 1/Frr . No. .O—" 07 w O D� ' � Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes pprtcattou for ;tgpogal *pgtem Con0tructtou Vermtt Application for a Permit to Construct(er Repair Grade O Abandon O ❑.Complete System ❑Individual Components Location Address or Lot No. /d'f #41?hbi'S Owner's Name,Address,and Tel.No. f 117s0r5ro75 M,11-r if%/Yry, ©a_^0ll Assessor's Map/Parcel 1,� d y2o ��3b' sdfs-y7-�-5;313 Installer's Namyej Address,and Tel.No.S Designer's Name,Address and ✓©SB�G/ �/..G��19!'✓'O,S �/ 3/ri�"/may' GUdY'lC;s i i Type of Building: AAff -7 Dwelling No.of Bedrooms Lot Size a5 '1& ! sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures BB v Design Flow(min.required) 3-5 0 gpd Design flow provided 33 ( - p gpd Plan Date v 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 a licable) z:�s�gl� 2—j'UQ 6,11 4 we;4 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. a� Signed Date Application Approved by r— Date ^(l ^0-7 Application Disapproved by: Date for the following reasons Permit No. 9-00 _"1 0�f Date Issued —f 1 —V 0 O'� 0q-,- No. .a <,•� Fee TH "'CO ONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for �Digponl �&pgtem Con0truction Permit ` Application for a Permit to Construct(&' Repair(grade Abandon O ❑.Complete Sysfe ©Individual Components Location Address or Lot No. Io? &�4#41s9,5 NqY"1,* Owner's Name,Addre ,an el.No. Assessor's Map/Parcel Qg; y2o- rl71� e Sod=y-7 Installer's Name Address,and Tel.No. S D sigpef's Name,Address and Tel.No. ✓ose/d�i !�'.� i3���'0,� ,G��lgir/�6/'�H9' u�ork,S Type of Building: Dwelling No.of Bedrooms —1 Lot Size aSI 1*7 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min..required) d gpd Design flow provided 13 14 gpd i Plan Date ri Number of sheets Revision Date ! Title / Size of Septic Tank Type of S.A.S. Description of Soil i Nature of Repairs or Alterations Answer when a licable) Ui Date last inspected: t 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. -_ rr_O Signed Date Application Approved by '' Date Application Disapproved by: Date for the following reasons - 1 i Permit No. .,)L OU `�f7 Date Issued f d V / THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-siteSewage Disposal System Constructed ( L.} Repaired ( v}— Upgraded ( ) Abandoned( )by zaup�4 0_0 60/'N4 s' � I at �p t/ � � .� ,r7G� �G!/ ��s/�� has been constructed in accordance with the provisions of Title 5 and the for Disposa4 System Construction Permit No. �.O U�' go 1 dated / Designer Installer�/���O /J�,.�pr/.D,�' #bedrooms Approved design flow g 'd �`��!' The issuance of this permit shall not be con trueds a u rantee that the system will function as designe S Date ' rrr. r� � Lit 0Ah Inspector ,� p ————— '- ----- — V - /� , � No. f�00 o� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migpogar 14p5tem Con5tructton Permit Permission is hereby granted to Construct (G,a Repair (6-7" Upgrade ( ) Abandon ( ) f b System located at &4wkz r q.a�1G//lac� � ��r_5121"J /ft/-/X and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided: Construction must be completed within three years of the date of this permit. ,C) --- ri o �- Date Approved by � 09/26/2007 21:11 5084775313 ENGINEERING WORKS PAGE 02 Town of fit ' Services homes F.Geller,r*rlfor P"C a"M Don Thom Me&an,Dmow �� Ammer a -Wooer, I Ln�-[,c s er: o e t SSee-jo 4 S4-r.vei-vt- . xv :pn.•.9�!l--mo o e 's Svc (S4, .L_ ( was issued a permit to i a . . . .. • . : Eby �.��, 1 ,,.s � W on$.delAp .&wn dwed �1 s•Y#Vm rofemced above was inetaU d nb#=Wyy to wWch may include or approved chanS os such as lateral re atmt 6 tho hux Arrd/ar septic tawk I,. •: G ced ebm was i JW witty ' r� vcatiMOW dmwps On the SAS or any Vey"t+eia '.(i.c. but cm with Start&Loca1 . by da *w to follow. > ems. Plao�mast or tK OF PETER T. I ; ) ' MCENTEE -+ CIVIL erg, No.3;109 A : .:R >$ atm+e) (Affix De ipw s . ,e) MAT "PM aum Q'Hmagg"I l Ou COM39M Form 3.264)4.d x 2.0 4—0-7 q 1e i5 210 J-•cyarahon of flans and Jpectncanulr n u r• r r I •. �, r•+ - r The plans and specifications for eery on-site system shall be prefared as follows: (1) •Every system shall be designed by a Massachusetts Registered Professional Engineer or a'Massachur etts Registered Sanitarian provided that such Sanitarian shall not design a. system designed to discharge Mors than 2,000 gallons per day pursuant to 310 CMR 15.203. y other-agent of the owncr•.may preparr,-plans for the repair of a system.designed to :scharge not more.than than 2,000 gallons per day pursuant to 310 CMR 1.5 203 provided thdy are reviewed by:a Massachusetts Registered Sanitarian and approved by the.apprbving • authority;. - (2). .Eve y,plaa subMiited for approval must be- dated and bear the srarnp and signatuue of the designer, (3f Every plan for a new sysrern or plan for the upgrade or expansion of an =45ring.systetit" " y hick requires a.variance to a propertyline setback•distance;must:also reference'a plan IA/ t which bears the stamp and signature of a Missachasetu; Licensed Land Surveyor in cordance with M.�i.L. c: 112, § B ID; 7(4) Every plan for a fystem shall be of suitable scale(onc inch•=40 feet or fewer for plot plans and one-inch=ZO feet or fewer for derails of system.components). (gd shall include. depic'on of: — the legal boundaries of the facility to be served: " the holder and location of any tasemcnrs appurtenant to or wEuch could impact the sys the locatiorrof the all dwd,Iling(s)or building(•!.)existing and proposed on the facility and ' cntifgaaari of those'tb-be served by the system; - - ;'( ..:The-facation of existing of proposed irtmperci-ous areas, including:driveways and g areas; L _ .�.. . e) 1 tion and-dimensions of . c sys.crn (incIuding reserve area); (f) system design calculations, indnding design daily sewage flow, septic tank capacity egttired and provided); soil absorption system capacity (required and provided); and ether systcrri is designed for garbage grinder; (g) North arrow and existing and proposed contours; ".location'and'log of deep'observation hole tests including the date of test, existing grade elevations marked on each test. and he narrtes of the representative of the roving authority wad soil evaluator, (i) location and results of percolation-tests including the Bate of test and t, names of auth-aril and soil evaluator, . _representative of the approving . ty name and certficafinn numixr-of-thc-Soil-Evaluator of record; (k) location .o£every'water supply,public and private, I. within 400 feet of the proposed system location in the case of suface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and 3. within 130 feet•of the proposed system•location In the case of private water supply wells; 1) location of any surface waters of the Camrnonwealtit�rivers, bordering vegetate wetlands, salt marshes, inland or coastal banks, regulatory floodway, y-clocity zonq, surface water supplies, , inl a?es to surface water supplies,certified vernal pools,private ' water supplies or•suctioti lines, gravel packed-or tubular public water Supply wells, subsurface -drains, leaching catch basins, or dry'wells; and The location of any nitrogen S=sitive area ident�ed'in 310 CIvL� I5.215 wirl'itt which portions of the proposed U sY aro located. CIy location of water lines and•other subsurface utfliCes on the facility; �l bserved and adjusted ground=water elevation in the vicinity of the system; a complete profile of the system; a note an the plan listing all variances to the provisions of 310 CMR 15.000 sought canjurrc$on with the plan; the location and•elevation of one benchm. within 50 to 7S feet of the facility which is not tbbjcct to dislocation or loss:¢i:rr g con$ criott On the facility; (r) when dosing is'prepascd, 'complete design an - L spaeificztiorr of the•dosing system prepared including but not limi cd to dosing,charnber capacity (req ired and:provided),' • , pmp curves a n spez if:caaons, nu mber of dosing cyc u les and deph per eycIe; (s) when a Redcirculating Sand Filter or equivalent alternative techztology is required or is ification for the system,including a hydraglic proflc; posed, a complete plan and spec (t) ocus plzn,to show the location of the facility including the nearest existing street, the strest number and lot number, if any, of he facility; and _ -'(Y) the materials of cons=ct-on.and the specifications of the system. :Zc, , Town of Barnstable P# t, Department of Regulatory Services Public Health Division DateMAAk 16 �, ' - f ,y �nnMain street,Hyannis MA 021 "✓ �' Q > Date Scheduled _— tmei Fee Pd, r Soil Suitability Assessment for Sewage Disposal Performed By: C 1�r 'f` MC& F-eg- 4 Witnessed By: PG Y1 11\a LOCATION& GENERAL INFORMATION Location Address f Owner's Name e p�h ►� ,( 1v �aVk.bl � s � y � lL Address 10 14a m bf1iq.s -tot y to mM 626gg Assessor's Map/Parcel: w Engineer's Name � � C NEW CONSTRUCnON REPAIR x Telephone# Land Use A`S l clkn k,C t Slopes(% Surface Stones Distances from: Open Water Body?�� ft Possible Wet Area CJ v ft Drinking Water Well ft I Drainage Way 7� rU ft Property Line 3� ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands�h proximity to holes) Li M � Q 0 .. -- V � ti7 /D D r� CV Sol 0 'kw Parent material(geologic) � t I i Depth to Bedrock Depth to Oroundwatec Standing Water in Hole: LVI4 Weeping from Pit face Estimated Seasonal High Oroundwater DETERIVIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth.Observed standing in obs.hole: _ in•• Depth to soil mottles: 1n• Depth to weeping from side of obs.hole: in. Groundwater Adjustment • Index Well# Reading Date: Index Well level Adj,&etor_ Ad{.Clroundwater Level , PERCOLATION TEST Time Observation Hole# ! Time at h"�(o�(��5 (� .Depth of Perc rL� Time at 6"q��s �""""—•-"- l� Start Pre-soak Time @ o �+C Time(9"-6") --- End Pre-soak. vi Rate Min./Inch Z - Site Suitability Assessment: Site Passed _ Site-Failed: Additional Testing Needed(YM) S Observation Hole Data To Be Completed on Back----------- 1 Original: Public Health Division ***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. .............mow nr_o n cno ne nnr• •- 1 DEEP-OBSERVATION HOLE LOG Hole# L__ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. i G DEEP OBSERVATION HOLE LOG Hole# -c-- Depth from _ Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. i _ pe %j l LIL S L ZsY y/Z 36-lob C3 l,s ld �sT� � iM-C SG_.d ztS T57y bl e� _ DEEP_OBSERVATION HOLE LOG Hole# Depth from': f SoilHorizon Soil Texture` e Soil Color Soil Other. Surface(in.) _" (USDA) (Munsell) Mottling (structure,Stones,Boulders. C i to t DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. a Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes X Withiu 500 year boundary No_ yes - Within 100 year flood boundary No Yes Depth of Naturally occur-ring,Pervious Material FIT Doesat least.four feet of naturally occurring pervious material exist in all areas observed throughoutthe area.proposed for the soil absorption system? e S f not,what is the depth of naturally occurring pervious material? Certification certify that on a 1 1°l� (date)I have passed the soil evaluator examination-approved by the epartment of.Environmental Protection and that the above analysis was performed by me consistent with _.. the required training,'expertise and experience described in 310 CMR 15 017.�� - Signature Date Q:%SEPTIC�?ERCFOR M.DOC 0CATION SIWAGE PERMIT N0. VILLAGE INSTALLER'S NAME it ADDRESS B U I L I4 E S OR OWNER DATE PERMIT ISSUED At,7 DATE COMPLIANCE ISSUED d I I i ru.c�7" led 3 Fus...`..f.0................. , THE COMMONWEALTH OF MASSACHUSETTS j BOAR® OF HEALTH .n Allp iration for Uigpniial Workii Tonstrurtion- ramit , Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: .......... Y...... w Location-Address or Lot No. lJ S U �,� , +,�Wk t ... ------------------ ----- ( :_.!b ra► owner Address a �M......L....i......l•S MILLS l `'��•--•-••------ Installer Address _ Pa r. •. 'ZS 4-to5 U d Typ =fnBuilding Size Lot_________7____ ____Sq. �t4�awC— P4 Dwelling—No. of Bedrooms___________________________________________Expansion Attic (Wa+�- Garbage Grinder '4 Other—Type of Building W Cm, a....... No. of persons....N A Showers 4A) — Cafeteria ;4A) Otherfixtures ---•••-•--�VA -------•--•-------------------..-------------•-•---•------------••••••••••-•--•••-••--••••••. W Design Flow...........S��________________________gallons per person per day. Total daily flow......... W Septic Tank—Liquid*capacity_t _gallons Length.!�m`:__._ Width_4-°!P` .. Diameter__!-+/_A_.__._ Depth_S�8"__-- x Disposal Trench—No. _---t-4!°_........ Width...rAiA........ Total Length....tsk�_...___ Total leaching area....H_f/°A-------sq. ft. Seepage Pit No---------1----------- iameter__..o o`__.___.._. Depth below inlet______ .._._.____ Total leaching area_°�'�____.sq. ft. Z Other Distribution box (:/f Dosing tank.(w//s.) '—' Percolation Test Results Performed by........................... E1-4 ......................... Date..... ......... a Test Pit No. 1<__2_____minutes per inch Depth of Test Pit------!`t-_.......... Depth to ground water___hIA............ f= Test Pit No. 2<___2_._minutesper inch Depth of Test Pit.......`.-i_______. Depth to ground water....!-+1A.......... 94 'ii=�f--tom t •-`L ••••_®`•..•-'•..------.- --•-`-?`-T.S®t --•-•-------------------------------. O Description of Soil -•-•l ro----- Z•��x�D w o n-.-•ec2' c raAt..Q � ---•--•--•-•--------------------------••-----•-••----------------•--------------------•------•------ ...........................-•- .............. U Nature of Repairs or Alterations—Answer when applicable____�A-_______________________________________________________________________________ ..........................-............................................................................................................................................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITI,i:. 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance jws been issued by the board of iealth. i Application Approved BY ••. •••-••..._-•••--•-••• • •--•- V;/- ........ Date Application Disapproved r t following reasons:................................... -- ---- - -- ------- - ---- c .r ................................••---••-•-••••-•.....--• -•....••-••----•••........__...••••- ------• -------........ - -------- ---------------------------- --_------------ Date PermitNo......................................................... Issued_/•----•---••-•-•-•••••••••-•.._.._-••----•---.._...... —` Date �. r No.. ...... .. FRs... ................ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH till..............OF.........s.Wi,,( ._.......... Appliration for 3lispnsal Works Tnntrnr#inn rprmit Application is hereby made for a Permit to Construct (�r Repair ( ) an Individual Sewage Disposal System at: Location Address t{/>�/(�(P—A. S - or Lot No. n. 1 N ............................................................l �.. .. . Y-Q e......................... W Owner ft _.)&I S -Address a ........................ _. ...... ---•-- ................................................i L.LS ..-•--- Installer Address UType'=of'Building Size Lot_._ '�.`a ._._"Sq.W1fDwelling—No, of Bedrooms............................................Expansion Attic (NW+)k Garbage GrinderOW Other—Type T e of Building !wU 4�W e....... No. of persons....N/A dGa YP g ----------------------------•--------- ._._.._-----• Showers (4A) — Cafeteria (ul/►) Other fixtures ...........!!!VA ----------------------••--•--------_ --------------------------------.... W Design Flow........... -...............................gallons per person per day. Total daily flow_.._..._.-'.�.�.._........................gallons. WSeptic Tank—.Liquid capacity..!�? gallons Length.����'... Width._!4`'��'"._ Diameter---•�/A..... Depth..`��a�-._.. Disposal Trench—No. -._-!-.�/!�!......._ Width.... Total Length �/A....... Total leaching area �A x P g g ---......sq. ft. Seepage Pit No..........!---------- Diameter.....!!+°........ Depth below inlet..:"..�......... Total leaching area..�.(.0-----sq. ft. Z Other Distribution box ( wl' Dosing tank (t4j aPercolation Test Results Perfot;;med by..........................................'-^�.....}?4-:�I.._ti'r..._f:..?...t............. Date......ny/_`_ln/- ---- Test Pit No. 1.�...�:....minutes per inch Depth of Test Pit.......i2......... Depth to ground water----!`.'�!�........... f1 Test -Pit No. 2.�....1:'.._minutes per inch Depth,,bf Test Pit......!4-1....... Depth to ground water..... .......... .... D Description of Soil..................................... ............................. "� ��'Dh"=�-�t., ,w+xd rv� c GR��EA (xj :._ � 1 !�1- .[A G-b 'S�Ara.r b t�I Tt 4 Cam-'A.0 ... .............................9..........-------._.........................._....._...._......_._.._..................._......._....__._.•___.._.._____.__... W _ 13A C�9cx>�rlj [.jA-i�•fG et»1rcxa_a'M--- �O ..........................4 .._ .____....___.......__......____......___......__.............................._...................... U Nature of Repairs or Alterations—Answers when applicable...___WA__ -•-----------------------•--••-----------•------....-------------------•------------.....-•-• Agreement: The undersigned agrees to install the ,aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance s been issued by the board of health. Sgned- -------•---•------- Application Approved By. - � >= \ �'� Date Application Disapproved f.-r t following reasons:......................•---------- -_---- '� ...............................•--•-----......-• """ -- - •-. -•-•---•-•-----------•-•------ Date Permit No. -------------- Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS c BOARD OF HEALTH . ........................................_OF..................................................................................... Tn#ifiratr of Toutphaurr THIS IS TO CERTIa That the rind;vidual Sewage x' s �stemstructed (�or Repairedby..----..... . 0............... ,- -- •.... --- r-- � --........------------------...--------.............•..... Installer s has been installed in accordance with the provvi ' ns `f TLE 5..of``The State Sanitary �es 'cS ed in the application for Disposal Works Constructio . .ermi o.___.�573.-__ v............... dated__. __,?....___._._.._._... THE ISSUJ N E OF THIS CERTIFICATE SHALLNOT BE CONSTRUED AS ARANTEE TIiAT THE SYSTEM WI pNCTION SATISFACTORY. DATE... .....�_....1.............................................•---••---- Inspector..----- .................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... .�/� FEE............r . ......... n .ermi# Permission is ereby granted... •. --• =��--------•--- ......................................... to Construete(' or R it an I vi 00 Ybal - ew a System .'Street p. as shown on the application for Disposal Works Cons ctio ermit No. ..:...... ed. Z: .............. � G ......................•-•--------- - • --•-•---------••-------••--------- DATE. /2AID3 Halth� • ••............... �. FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS . i 1 uA FACLc ISo' 1-Gv►��A��C" �� 3o' Farr tb l N� UuL'C A-e--r=, INAPT. p rATq r� c.SE �% Q 3! q8 4 lo 46 " qbl ♦ :w _ J \ \ A 9 2 � oej T + F. ��tN�F �y 4 1. 1 y EL a''Eao ,, ELU S y NG.2$174 o °� L o-r 4 % STfvl p; LEGEND � 'AlUNO CERTIFIED PLOT PLAN EXISTING SPOT ELEVATION Ox0 EXISTING CONTOUR --- 0 ---- 99C LoT 5 - F-IANIFSLII-1'S FINISHED SPOT ELEVATION 13M o ��L�T 111Hd MA�sT�F�IS rvt i 5 FINISHED CONTOUR 0 IN APPROVED BOARD OF HEALTH : �;., ���� ,�� ����_�• ,\'� � , � � DATE AGENT SCALES I"= 4o' DATE , ol-�4,8S FLDREDGE ENGINEERING CQ IN CLIENT',f—_LQ✓fl .I CERTIFY THAT THE PROPOSED EGISTERE REGISTERED JOB NO. 830_ BUILDING SHOWN_ ON THIS PLAN CIVIL LAND -'' CONFORMS TO THE ZONING LAWS DR.BY J_______ -_ O F B A R N S TA L E A S S.4 ExcLAT ENO NEER RVE R s AS+.��D 712 MAIN STREET; GH• BY' HYANNIS, AAA$$.` ". SHEET_-LOF 2 DATE. EG. 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ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 'S' F ? i \,.. c> BOARD OF HEALTH AND THE DESIGN ENGINEER. +, ( I OG '�/�,I 'Gib ff• ;ifr. �, '' 1 O F i m Cr7 �O O lJj g TD S �1 i 1 F ,� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS W ( '� y(,� OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY,APPLICABLE (Yj \ n i j "9s �O � i 1 I 19� I ij N / N k 06 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED.`BELOW: \ 6 s R6'OJ �i o 1) 310 CMR 15.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL: o o Paved c� r Q. I A 2' variance to maximum cover requirement of 3 , for 5' of ^ Drive �~ i , L�_ ► ' 1 '� maximum cover. S.A.S. shall hove10 H-20 units and be vented. DO tp 132; Ir°' ' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR co _ rLs. �( TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE VEN 4' DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN c, ' ENGINEER BEFORE CONSTRUCTION CONTINUES. S. ALL ELEVATIONS BASED ON ASSUMED DATUM. O \ \` Y ' /' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ` `ot' \ 0. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER. M4 Ss9 8. THERE ARE NO ABUTTING WELLS' LOCATED WITHIN 150' OF THE S.A.S. rya 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 1 ( o PETER T• J TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. McENTEE 10, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY No. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS LEGEND �o moo' ! \ S NAt IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. (" AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). 78 PROPOSED CONTOUR ` -A-1 07. 9q' 79 PROPOSED SPOT GRADE na 4 1 R=709. k I� � PROPOSED SEPTIC SYSTEM UPGRADE �...... -._ -`; EXISTING' CONTOUR " p �;,- V�"' t 104 HAMBLIN'S HAYWAY, MARSTONS MILLS, MA ® TEST PIT —W EXISTING WATER SERVICE y Edge of pavement Prepared for: Henry Dennis, 104 Hamblins Hayway, Morstons Mills, MA 02648 GO �Z) �, Surveying b ---.G EXISTING GAS SERVICE � �j Engineering by: Y 9 Y SCALE DRAWN JOB. N0. 0; rn o,- EngineeringWorks WARNER SURVEYING 1"=20' P.T.M. 206-07 - - Road ...... - OVERHEAD WIRES SANTUI T--NEWTOWN ROAD 12 West Crossfie0 Rood Ha Long MA . W. Forestdple. MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. 0.H• BENCHMARK I � (508) 477-5313 (508) 432-8309 9/8/07 P.T.M. 1 of 2 t e _ NOTE: TO PREVENT BREAKOUT, THE PROPOSED TOP OF FOUNDATION PROVIDE RISER OVER D—BOX F.G. EL: 99.5(MAX.) FINISH GRADE SHALL NOT BE < EL:94.5 TO WITHIN 6" OF FINISH GRADE VENT FOR A DISTANCE OF 15' AROUND THE EXISTING F.G. EL: 101.0t F.G. EL: 99,7t PERIMETER OF THE S.A.S. MAINTAIN 2% MIN SLOPE OVER S.A.S. =GRADE PVC PERFORATED PIPE WITH SET TO WITHIN 3" OF FINISH INSTALL RISERS W/COVERS OVER INLET GALLON LEACHING CHAMBERS SERVE AS INSPECTION PORT. & OUTLET TO WITHIN 6" OF FINISH GRADE io IN SERIES WITH STONE ALL SIDES INSTALL RISER OVER CHAMBER L=24' L a5, SHOWN ON PLAN AND SET COVER N 4" SCH 40 PVC 4" SCH 40 PVC r-----2IT LAYER HIN "OFO 1/BNITO SH GRADE a �D" DOUBLE WASHED STONE 14' 0 S= 1% (MIN.) 6 5= 1% (MIN.) ®®a ®B�® *• J ®aaa ® (OR APPROVED FILTER FABRIC) v, 48" LIQUID INV.=96.47 INV.=96.30 2 EFF. DEPTH ®6a19®®� 3/4"-1 1/2" �. EXISTING BEVEL 4' 5\,X— .2' 4' DOUBLE WASHED BAFFLE PROPOSED D-BOX EFFECTIVE WIDTH = 13.2' STONE INV,=98.15t EXISTING1000 GALLON SEPTIC TANK EXISTING INV.=94.00 i NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=95.1 — BREAKOUT ELEV.=94,5 PIPE INVERTS PRIOR TO CONSTRUCTION. INV. ELEV.=94.00 ®am"m 2) D-BOX SHALL BE SET LEVEL AND TRUE TO e�®10363 GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=92.00 INCH CRUSHED STONE BASE, AS SPECIFIED 3' 2 x 8.5' = 17.0' j 3' IN 310 CMR 15.221.(2). 3 INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH 23.0' T.P. EXCAVATION OR G.W. (3) 5" DIA.OUTLETS 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W. AT EL.=86.0 (TP-1) SEPTIC SYSTEM PROFILE 15,5" " 12" N.T.S. T 2" DESIGN CRITERIA D-BOX ' NUMBER OF BEDROOMS: 3 BEDROOMS ~ Z) SOIL LOG SOIL TYPE: CLASS I DESIGN PERCOLATION RATE: 2 MINJIN, DATE: AUGUST 30, 2007 (P-11927) DAILY FLOW: 330 G.P.D. SOIL EVALUATOR: PETER T. MCENTEE P.E. DESIGN FLOW: 330 G.P.D INVERTCEMkTa ® 0 ®®®IH ,� 3 0 �";' r WITNESS: DONNA MIORANDI-HEALTH AGENT GARBAGE GRINDER: NO aoaauauu 37" `, 'r fD rn�.Z f�r TP-2 LEACHING AREA REQUIRED: (330) = 445.9 S.F. ®®®®®®®® ;� �4a Elev. TP- � Depth Elev. Depth 24" ®®®®®®®® rn � �' ,r , 98.5 0„ 99.5 U" .74 FILL' FILL EXISTING SEPTIC •TANK: 1000 GALLON CAPACITY 102' � /,rf r�r,.i 97.2 k 16" 97.3 26" r r SECTION r,' ,= r ,r, A SANDYILOAM A SANDY LOAM USE 2-500 GALLON LEACHING CHAMBERS IN SERIES yr� ~ ✓ \3 2.5Y f4/2 2.5Y 4/2 0 30 1,3 B S�, 96,a B � 20" 97. •'B BOTTOM AREA:SIDEWALL AREA: 2(13.2 + 23. ,0 ) X 2 = 144,8 S.F. 4" KNOCKOUT �5 2� 13.2' x 23.0' = 303.6.0 S.F. LOAMY SAND LOAMY SAND �y 20' DIA. COVER � � 10YRF5 � /8 tOYR �/s TOTAL AREA: . . 448.4 S.F. N 4" KNocKour O/a" KNocxout 62" C G f '' \ 93.8 56" 94.0 66>, 'N ,• �� PERC DESIGN FLOW PROVIDED: 0,74(448.4) = 331.8 G.P.D. p.5' \ 68" 4" KNOCKOUT 9O S' i ' M—C SAND M-C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN Va\�� '�� >20%GRAVEL & >20% GRAVEL & 104 HAMBLIN'S HAYWAY, MARSTONS MILLS, MA 500 GALLON CAPACITY, H-20 LOADING O 6' COBBLES COBBLES Prepared for: Henry Dennis, 104 Homblins Hayway, Marstons Mills, MA 02648 + Engineering by: Surveying by: SCALE DRAWN JOB. NO. CHAMBERS ss.a 150" 87.0 150" Engineering Worb WARNER SURVEYING N,T.S. PTM 206-07 "T$ NO GROUNDWATER OBSERVED 12 West Crossfield Road 22 Long Road A Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. S.A.S. LAYOUT. PERC RATE <2 MIN/IN.("C" HORIZON) (508) 477-5313 (508) 432-8309 g�8�07 P.T.M. 2 Of 2