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HomeMy WebLinkAbout0082 MOUNTAIN ASH ROAD - Health 82 Mountain Ash Road _ Mars tons Mills A = 124 038 An i TOWN OF BADRNSTABLE ✓ Lc;r'A TON �S2 lyloUhTr�i� i�r�i ��1. SEWAGE # L42 VILL.,kGE ILKIs1'2r/S �/!%1s ASSESSOR'S MAP & LOT/9-5'-D.38' INSTALLER'S NAME&PHONE NO. sag- y20- 9738 SEPTIC TANK CAPACITY /000 / // LEACHING FACILITY: (type) 2 -Soo 6� �P�1 /ii/%/S (size) NO. OF BEDROOMS 3 BUILDER OR OWNER leZ14 - PERmITDATE: "/ --12 9—D- COMPLIANCE DATE: O 3 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 leachi g faci 'ty) Feet Furnished by i�[� �_ �, �,�'` �� ' ® -�Q �5, � -G � _ `V' r �` Fee No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYicatton for Misspogar *pgtem Conotructton Verna Application for a Permit to Construct( )Repair(-<Upgrade( )Abandon( ) ❑Complete System IP'DEvidual Components Location Address or Lot No. Z 4 Owner's Name,Address and Tel.No. AA oV.S-to h Assessor's Map/Parcel 1 2 j ®-3.? ? ;- S' �{P/c e- Insttaller's Name,Address, d_Tfel.No. �O®g"S/ (� /7 Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size ZZ 067 sq.ft. Garbage Grinder( ) Other Type of Building ia6e"CP No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 6 gallons per day. Calculated daily flow 3 92 gallons. Plan Date //Z 9 dZ Number of sheets Revision Date Title Size of Septic Tank X /000 9 G•I/ Y—/® Type of S.A.S. 2'SW 9 C,17 aA--t 1 ee rJ Description of Soil Nature of Repairs or Alterations(Answer when applicable) 9R4 la-ce 44r�e/ / «k tv 7, v,.,5v® P 141 't ' al Ito U-e Q 1� &.-r-ev 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 Certifi- cate of Compliance has been issued by this Board f He lth. Signe Date Application Approved by Date #10,P)✓-3 Application Disapproved for the following reasons Permit No. Date Issued js) No. Fee THE-COMMONWEALTH OF MASSACHUSETTS } Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS, 01ppYicatton for Migpogar 6pgtem Congtruction Permit Application for a Permit to Construct( )Repair Grade( )Abandon( ) ❑Complete System dividual Components Y Location Address or Lot No. Owner's Name,Address and Tel.No. ti �vta„t rto�•f Assessor's Map/Parcel 1 Z•4 O Pe-ice- Installer's Name,Address,and Tel.No. �7 3$ Designer's Name,Address and Tel.-No. t _$S qok D-d ✓l kS fGti•. S- Type of Building: Dwelling No.of Bedrooms Lot Size ZZ 067 sq.ft. Garbage Grinder( ) Other Type of Building Q(Z—C12 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 336 gallons per day. Calculated daily flow 3 S3 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank FX /`0l007 q A/ /'{-/O Type of S.A.S. Z'�9 GLiQ+^�barl Description of Soil Nature of Repairs or Altercations(Answer when applicable) Gv '�'�^ , Date last inspected: t Agreement: The undersigned agrees to ensure-the construction and maintenance of the afore described on-site sewage disposal system - in accordance with the provisions of Tif1e5 the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by,this B d and of Health. Y Sign e Date- Application Approved by .»� Date Application Disapproved for the following reasons i Permit No. Date Issued ' -4 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance _ THIS IS TO CERTIFY,that the O -site Sewage Disposal System Constructed( )Repaired ( �Upg'raded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 03 dated �t �� a� P Installer Designer The issuance of this it shall)}not be construed as a guarantee that the syste ^�i�ll�f�unction as designed. Date /r.�'." Inspector` n��..►1J I i ---=,----------------------------------- No. Fee �— THE COMMONWEALTH OF MASSACHUSETTS Z —0 3$ PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpogal 6pgte Congtruction Permit r Permission is hereby granted to Construct( )Repair( )UP; rad ( )Abandon( ) System located at i 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. { Provided:Construction must be completed within three years of the date of Date: � '�- /G Approved byi��-� recorded.deed restriction shall be submitted to the Health_.Agent rior to- obtaining-a disposal works construction permit. P f3) The. septic system shall -be -constructed in -strict accordance with- .the - plans dated November 9,2002. ( - ..- The_-designing-sanitarian shall supervise the. construction- of the -onsite_... image-disposal system and shall-certify,in writing to-the Board of Health— that-the system was installed- in substantial- compliance with the plans dated November 9.2002.- This variance is granted because the physical constraints at the site severely,. - restrict the location- of the -soil absorption. system due to the proximity of the-- onsite well neighbors' wells. -However, it is the opinion-of-this Board that the proposed-new soil_absorption system is designed-to_meet the maximum.feasible compliance standards-contained-within the-State-Environmental-Code,Title-.V. rs -- _e A._Miller-,_M.D-_ -Ch irman HarrinaPrirp _` - OWW-off Barnstabtee + ` ° Board of$ealth­ 200-Main Street,-Hyannis A—02601 Office: 508-862-4644 FAX: 508-790-6304" Susan G:Bask,PS..- Sumner°KaufiT MSPIi.._. Wayne.Miller :D. Mr: Glen.Harrington,-R-S__ December-19 2002 9 Leda Rose Lane MarstDns-_illtills MA-a2648 l Dear-Mr:. Harrington, -Y--ou--are_gFa nted- conditionaV variances; on-behalf of -your_clients,-=Hobert-and -Patricia=Price,to construct-an onsite sewage-dispo sal-system-at 82-Mountain-Ash --- Road, Marstons Mills. The-variance-granted-is--as--follows: PART w-SECT 010 00-The-soit absorption system will-be located__122-feet_ away from an onsite well-, in lieu of the-one-hundred fi€ty-('I-50),feet_ -minimum-separation distance-required. PA T-_XI SEcTio u 2 p0:--The-soft-absorption system will be located_122-feet away from a-neighbor's.onsite well locate d_at_829.-asterville West Barnstable Road, in lieu of the one-hundred-fifty separation distance requir_ed. y f�50}feet--minimum-- This-variance=is granted with:-the_following conditions:_ 0) NO more--than--three----(3)---bed rooms;--maximum are authorized _at-- thin--Property.- Dens, study- rooms, offices, finished attics,_ sleeping lofts; and_ simrlar=type rooms are -considered "b " .according-tor-the.-fvW Department of=Environmental Protection. _ The _ p ap licant,shall-record a-Properly worded-deed restriction signed by- -the owner of-thee property-- p p rty, of .the :Barnstable County_. Registry-of-Deeds- -restricting the Property p p riy to three (3) bedrooms-maximum_ A copy of--the- HarrinOPrirP - TOWN OF BARNSTABLE . - LOCATION ��' #16W&2,11 ��' SEWAGE # 200 I VILLAGE ��,^s>'odls lls ASSESSOR'S MAP& LOT/2 5'-0-f S INSTALLER'S NAME&PHONE NO. 29 SEPTIC TANK CAPACITY /000 / f LEACHING FACILITY: (type) do / aim rii %S (size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: l -2 8—D _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 leachi g faci •ty) Feet Furnished by .. i i ® �a � r TII M likzUL WANI 22 DATE: .FSS: R= BY Tows of Barnstable. Board of Health 2W,Mgn Street,Hyannis MA-02001 Sam G.Rack.R.& Offices 508-862-4644 Swms Kufiwn,X&M FAX 509-790.6304 Wayne A Miller;M.D. VARIANCE REQUESTEQRM r Property Address: 0 p� Assessor's Map and parcel Number:. 1 Z`f0 3 Size-of-Lot Wetlands Within 30 Ft Yes Business Name: No 7Z—�— Subdivision Name: APPLICANT'S NAME: f2d `1` 3"o�,`�r� i tr r�i C e_ Phone L4 ? F-13(� Did the owner of the property authorize you to represent.him or her"? Yes S,� No PROPERTY OWNER'S NAME CONTACT PERSON ` l Name: _2p�v:.`E- # �y+. aZ{G_ r Ge Naha: ��.� � �-r�i.-4�.�>J (� •S Address: Z ✓t .w<<, d t�.w�.�3 �t . �e/'A &ess: C' Le dw IF*fe- Lou.sr 1 r chi{ i/Ll+r��� �• oZ6y8 Phone: " Phone: y CE FROM REGZTLATION wa Rm.) REASON FM ( 's ¢ Looav c ul�deb+—, S}FS f�.e, �s l oct4p o�,. +U GC �'ec CV-L%i wa I S'�9S • YA'S 4o (Alt tl iSc' 2 19 b'Z -�ri Saur�e well - NATURE.OF WORK: Hoge Addition D House Renovation p Repair of Failed Septic System (to be canpkeutd by fl-staff-persm receiving van-sce regum gppdfcaum) Fan(4)oopima a£the completed variance request fay Four(4)copies of aMo—edplan submitted(0.9 syefmzPh") For(4)copies cf hbelod diammammalfloar plans submitted jag houseplans orrestmarma kitchm plans) SyRred letter g the pmpeaty ovma aufl�orimad yan to rapreamt him$er fQs»a request Applicant mdentands thA the sbotters.must be notified by mbfied mail at least tea days priortomeering date at applicant's OTME e (for Title V and/or local sewage regu]:rim vraiaaoee arty) _ Full--sabented(for SmaSetmp vaoanoereque128 mtY) _ Vmimce request apphcdim fee ooueded (no fee for life =d modificatim renewals,-Bmm trap VaOmce mwwals [sa®e owned(eaeee unbA,outside ding vadanc e,renewals[same 0-01108eee aity],and vadsaoes to repsir failed sewage dupoesl syokm `ronlyifno eapansimtothebuildinspruposedl) _ Vazimice request M&Mitted at oVA 15 days prier•to manna.date VARIANCE APPROVED Seam G Raek,R 8, � �'^r Nor APPROVED- Swmea Kam:XS.P.$ '^�° REASON FOR DBAFPROVAL _ Wayne A.MMer'M.D' C_\Documents--and-Settings\decollik\Local 'Settings\Temporary Internet Files\OLKFB\VARIRBQ.DOC NOV 22ENT� Town of Barnstable r# Department of Regulatory Services + RARNSrAHM Public Health Division Date 0 MAS& g .. 200 Main Street,Hyannis MA 02601 � w, Date Scheduled I d U o� Time Fee Pd. soil Suitability Assessment for Sewage Disposal f'X( li. Glr✓ 1 ve &&I 60-S' Witnessed By: I�taw� Performed By: �r y �6 5 r SPIROF... r 4 H.11 . rriy', !jF 0`IX 51 i i r ;����1'�'!tid"�i J // '" Owner's Name Location Address g'� Address w► ✓vt r'1/s Engineer's Name Assessor's Map/Parcel: Ia y- U3 8 REPAIRTelephone# NEW CONSTRUCTION _� nQ Land Use � c�7►'�` Slopes(%) /0 Vs Surface Stones � /od ft Drinking Water Well �ft Distances from: Open Water Body ;;'ZOO ft Possible Wet Area ft Otter ft Drainage Way ft Property Line SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) rr Parent material(geologic) ®(J'f(,�f�Cr� Depth to Bedrock Depth to Groundwater.-Standing Water in}sole: A1j) Weeping from Pit Face Estimated Seasonal High Groundwater - T`* in" '�7,. �:MI _1 N in. r r u�� �, r j. si, 4 sum . i43 a�ata^th b�u4�i�� r .. �Wr ' tibi Method Used: in Depth to soil mottles: in. Depth Observed standing in obs.hole: in. Groundwater Adjustment fL Depth to weeping from side of obs.hole: Adj,factor Adj.Groundwater Level Index Well# Reading Date: Index Welt level ` i Observation 'J Time at 9" Hole# 17 Time at 6" Depth of Pere Time(9"-6") — Start Pre-soak Time End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: — Additional Testing Needed(Y" Observation Hole Data To Be Completed on Back Original: Public Health Division `R,s. ! .,�;�F. rm : , � ..r:.' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (MunselQ Mottling Structure,Stones,Boulders. Consistent %Gravel �( Q 1 , —t4.1 z�1—Y 7z 9 76wto� �j;3.•S c e�.� t.•�a-a ��i,� P 1,a 11 rl P' m 4. ! _ U Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Corsisten %Gravel ::„�:r':�•;;�{�p,-;;I;�: •,,�.,,,.4r r. :•n c. �::::: •!.� � .k. .A ..�.' r ���I�.y'1+'��. _ ..{�y, .''"� ��: �ria ;147,,P,��kI," I',rlli E yl�:'N! r'' �r��!dhr � t ..,, Other S Depth from Soil Horizon Soil Texture Soil Color oil Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistent %Gravel a ' S 1 , U 5 ' ! ! .2• , Ni!: M � �i;! da'�. M:I I,I? r kP G 1����!�Ph ilill;;i[N�ii,t4'IU r k aA�' �'k?I' dUk ., 4i��,,..�i.. �,., '� ..•.., . Depth from Soil Horizon Soil Texture Soil Color Soil Other :u Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consiste ncy.%Gravel Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 10o year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material. Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on �v (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise an xpei e d r'bed in 310 CMR 15.017. Signature Date aF Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 19, 2002 Mr. Glen Harrington, R.S. 9 Leda Rose Lane Marstons Mills, MA 02648 Dear Mr. Harrington, You are granted conditional variances, on behalf of your clients, Robert and Patricia Price, to construct an onsite sewage disposal system at 82 Mountain Ash Road, Marstons Mills. The variance granted is as follows: PART XII, SECTION 2.00: The soil absorption system will be located 122 feet away from an onsite well, in lieu of the one-hundred fifty (150) feet minimum separation distance required. PART XII, SECTION 2.00: The soil absorption system will be located 122 feet away from a neighbor's onsite well located at 829 Osterville West Barnstable Road, in lieu of the one-hundred fifty (150) feet minimum separation distance required. This variance is granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the HarringPrice recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be constructed in strict accordance with the plans dated November 9, 2002. (4) The designing sanitarian shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated November 9, 2002. This variance is granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the proximity of the onsite well and neighbors' wells. However, it is the opinion of this Board that the proposed new soil absorption system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Si cerely y rs, W ne A. Miller, M.D. Ch irman HarringPrice T ION E W A G E PERMIT NO. VILLAGE jI ST A LLER S NAME b ADDRESS RUUILDER OR WN DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED 3 �LL� � �ti rt. i3� � i � � � � ���� � � \ � � I No._ 3^E 1 Fps. .................. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH R ........TOWN......................OF......BARNSTABLE....----------.....•---••----••---•--•--•----•-..... Appliratinn for Dhip a al Workii (nnnitrurtion tirrmit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal D�System at: Mountain Ash Road 19A-&..$--.... .................. • ............... ................. - Location-Address --.••or-Lot No. - P -�- ...... ------------------------------------•------•--- ----- -- ��.y - ............. W 0 Owner / ®m Address Installer Address Type of Buildi g Size Lot.28..- -5.___.__..Sq. feet U Dwellin —No. of Bedrooms............... ._.............•...__.....Expansion Attic ( ) Garbage Grinder 110) `04 4 Other—T e of Building No. of persons............................ Showers — Cafeteria a Other fixtures ............................... ... W Design Flow..................•--•-•_______________________gallons per person per day. Total dail flow__._....220_____________._______._____gallons. WSeptic Tank—Liquid capacityl_iMpallons Length.8.'.76'. Width4.'..-10" Diameter________________ Depth..5.'.---4�� x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....... ............ Diameter-----10_l------- Depth below inlet..... _1........... Total leaching area..2..67.......sq. ft. z Other Distribution box (X ) Dosin tank ( ) '-' Percolation Test Results Performed by.._ aPe Cod Survey Cns lts. Date..Feb_,-_-.10,••-1982 ... ...... ...... Test Pit No. 1_..............minutes per inch Depth of Test Pit...... 2_........ Depth to ground water......none-____. Test Pit No. 2__ .....minutes per inch Depth of Test Pit......12.!..._.. Depth to ground water-------none--_- , a -----------••--••-----•-•-••------••---•-----•-•-•-•-••------• -•--•-•----------------------•---•-•....._...------------------•-•--•. 0 Descr1 tion of Soil_.TF,#1._.0_..Q'_-1- .'....loa.m--&---subZoil_,_.__l_-5_!.--2..Q!•.med_..... OF M9s x 2 clay 3...Q .-.1 ..Q.'.....med_-aand...W .1"--- •ebbles__ P TP2 -4.-Q- ._ .y W to & Slabs it ...�-.�Q�,'�-- 0' med..----aand,.---3--Q.!..-4,_0.f_ .clay,....�k._Q.!.-12 RENW(z... U metbf �¢ rssdtettio =�nsv � i�iplicable.............. --------- -------------------•----•---•-------•--------------------------•----------------------.............•-•-•'------,-f Agreement: / 2 Z/ � �('sIST The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in the provisions of L . 5 of the State Sanitary Code— The undersigned further agrees not to place th in operation until a Certificate of Compliariee as been is b theand ,.,th. ed. . . ...............•..---• ......... ID.t . . ....._ Application Approved By.. •• ..--- --- ,? 7� Application Disapprov f e f owing re q: .-•--•---- ...-•-•-• -•-•-•-•--••----•---••--•-•-••-•.._..._•-•-........---'••---- -------•----------•------•._.....---•-••............. ........................ .. ...."......--......------..... - .....-----......_•-------•-------••--•••-•-••••---- -••••-•'------ Date PermitNo......................................................... Issued....................................................... Daft U S ETTS N+ FE ................._ Y THE COMMONWEALTH OF MASSACHUSETTS' BOARD OF HEALTH ..............................OF............................................................................. •------- Applikation for Disposal Works Tonstrnrtiun Virmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ...............- • - ................................................... --•-•--•-•-------------•---------.....-•-••-•-----••----------------------------................-- r Location-Address or Lot No. ............................................................... ........... --•••-•.......--•••-------................_._......... t Owner Address Installer Address Type of Build' g Size Lot............................Sq. feet U Dwelling/—No. of Bedrooms................................ .....Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) W Other fixtures -------------------------------- - W Design Flow............................................gallons per person per day. Total daily flow..............,.............................gallons. Septic Tank—Liquid'capacity..._._......gallons Length................ Width................ Diameter................ Depth................ W 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---------------•-•-•--••--•-••......-- aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water..... P�SN"QF""q �+ --•--------•..................•-----••-•----•-•---••-----....._.....--•-•-------•-------•-------..........----•-•---.........--.-- .. -•--•-•- .SS9 O Description of Soil............................................................................................................................................. Q� +z��tbtrrerc cya x ------------- --•----•--------=-••-------•--- g w U &-------•--- ----- PM W - �? CHA.... ran UNature of Repairs or Alterations—Answer when applicable______________ __ i____A,F ... ....._...__...__. op•P °??s5Q G/STEM .... ...:......j.T. . ................... Agreement: c 7- Z/ L ON* E The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITS 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliant has been iss e b the bDard Mic4th. a .ned -•----------------------•-- Application Approved By. -' / ..._.. ....!.... " ' JJ'... ..................... Date Application Disapprov for e fp lowing re • ........................................................... ._ f ' Date PermitNo--------------------------------------------------------- Issued-----•-•-•---------•--•---- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................O F..................................................................................... , ir -untifiratr of Tomplianrr � 841.1�140 IFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by..................... - --------------------------------------- -- nsc ... . ............................................... has been installed in accordance with the provisions of TI"' j he State Sanitary Code ale bid in the application for Disposal Works Construction Permit No---- _`----�_............. dated------- _._.. ... ............................ ................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A G ARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....................................•--.............--•-••-•------•••----._...__ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF............................................................................. No..-!........ FEE.... ......... •� �i���a� � �, irnr�uan �rntii Permission ><s •eby granted........ ...... .......... to Cons �p J ppaiV( ) d v�3i wageoj, , s yste at N ! ter `` - G92�s?--•-- . -- --- Street ✓ �. as shown on the application for Disposal Works Construction, Permit N -Dated47 . - -- -------------- - .... Boadof Health • ------------------•------- - -»--DATE.............. ---- .-- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS . 1 97,63' c� O el ric meter n � St \ 10 L O L ' J Nam- J �/ p i '�?_97.25' 61 104 S0p�, �s PE al 103,43 ,X Cl 04,77' S� t 1 1 X 97.79' I' 102o o �� �� 101; c, . O \V X�100. 8' aab 0.0. Pe' 99 �J ood No2, 1'ZQ ec d k ti 99,00' 22 I o �� •�'•�••.1 existing leach pi 99.24' woo umped & bac garage pati slab (X 100.5 ' 1 -25'L 13 ' A ..1 ,99'a leaching tre 99,61' AG pool 10 7' 2,74 shed 2 H — 10 500 4 of stone o o� T.H. #1 oP X 104.16' X 102.73' �S > &C, 1 0 1-) � C 103 °c� X 104.58 103.46' SOIL EVALUATION Date of Soil Evol.: October 8, 2002 Test Performed By: Glen E. Harrington, R.S. �0 1 T 1 JQ A Witnessed By. David Stanton, R.S., Health Inspector 7 II�� Excavator: Joe's Septic Service JO AREA = 2 8,O 6 / T Test Hole P#10,349 No, 1 105,07' DEPTH SOILS ELEV. 0 102.D 1-20"DIA7.ACCESS MANHOLE A 12. 15 ' loamy f.sand 6" 10YR3/3 101.5 6 5 MALES ------ L 0 I loam sod 'I�....---y- \ 35" ,or�xs s 99.08' I (. yl//}Fl �, p O J c, ; 2 M 76 f2.5Y7fd 95.67' ',� t�1 I I UNTAIN C2 I O I l ® d ® 34„ 123022 4. m-c son d I ® ® ® ® 24 2 5Y7/6 93.0 I• C3 L med. sand STEEL REINFORCED PRECAST CONCRETE 25Y7/2 91.0' PLAN VIEW 2 H-10 500 gal. chambers NO GROUNDWATER ENCOUNTERED END—SECTION SITE i H-10 500 GALLON CHAMBER SCALE: NOT TO SCALE BENCH MA USE ACME PRECAST OR EQUAL BREEZEWAY ELE *NOTE: ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C. C 10' min. from *NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEU r/ Ga_j house to septic tank (11, Septic look covers must be finished grade over system=2% flops ExistingHouse within 6" of finished grade 5 HOLE 0 D-Box cover must be DIST. BOX one chamber cover must be EXISTI ADE within 6" of finished grade J within 6" of finished grade Pro sed Grade Elev.=101.4't MAX. d-. T—, 3 SLAB 5- Min�2'-1/8t-1/2" 02' " min. asked stone 6" max. .01 3 - 0. 7ALevel fat 2' 70. EXISTING 22, s=.o, Too Elev.=98.4' SEPflC;ANK 1000 GAL. w 13' ®® In ert Elev c GAS BAFFLE rn m 0 a, o ®Em e o 2^'N'" Bottom of Leach .N II OR EOUAL u u �° II 25• Trench lev.= 95.56' d - m LEACH TRENCH 5t 6" Of 3/4"-11/2" STONE BOTTOM OF -EST HOLE#1 SYSTEM PROFILE a Elev.= 91.0' 6" OF 3/4"—„/2" STONE > Not to Scale — .- Of Of N ?sign Calculations Aber of Bedrooms: 3 m \M0 bage Grinder: Not allowed with this design. Iching Capacity Required 330 Gal./Day Iching Area Required: 330 Gal./(0.74 Gal./Sq.Ft.)=446 Sq.Ft. iposed Leaching Structure: 1-251 X 13'W X 2'D Leaching Trench Iching Area Provided: 477 Sq.Ft. _ MountR0 Lur,, er M;11 Rd. )posed Leaching Capacity: 353 gpd > 330 gpd. req'd. TL a � z 4, 5, 4. D�� I 1/8„ TO 1/4" PONE (WASHED) ® ® ® o ROUTE 28 \ ® ® ® ® MM24" MIN. 1 2 H-10 500 gal. chambers M AR S TO N S MILLS 3/4" TO 1 1/2" WASHED CRUSHED STONE <. location TRENCH CROSS—SECTION LOCUS ers SAS NO SCALE NO SCALE `} GENERAL NOTES to be 1. ADDRESS: 82 MOUNTAIN ASH ROAD 2. ASSESSORS NUMBER: MAP 12& PARCEL 038 _)led 3. DEVELOPER'S LOT: LOT 19A 19B 4. TOPOGRAPHIC INFORMATION WAS COMPLIED FORM ON THE GROUND INSTRUMENT SURVEY. 5. TOWN WATER AND PRIVATE WELL WATER IS PROVIDED TO SITE AND `O D 6�D D 6. REFERENCE SURROUNDING PROPERTIES. PLANIEBOOK 360 PAGE 93 .using �-L 7. NO WETLANDS ARE LOCA-ED WITHIN 100 F T OF SAS. 01 ( J m 8. POTABLE WELLS ARE LOCATED WITHIN 15>�WET OF SAS ch a M be rS with D D (AS SHOWN, VARIANCES REQUESTED) � k Si s 8c ends . Of 722 LLJ 0 0 m D a _ CONSTRUCTION NOTES D01 1. Contractor is responsible for Digsafe_.notification ,� and protecti on of all underground utilities and pipes. 2. The septic tank and distribution box shall be set Q W ell level on 6„ of 3/4"-1 1/2" stone. 3. Backfill should be clean sand or gravel with no Dstones over 3" in size. O 4. This `system is subject to inspection during installation by Glen E. Harrington, R.S. 5. The contractor shall install this system in accordance - L with Title V of the Massachusetts Environmental Code and the Regulations of the Town of Barnstable. 6. Provide an Acme Precast 5-Hole H-10 d-box with 2 H-10 500 gal. chambers or equal. ^ 0 7. No vehicle or heavy machinery shall drive over the 9.D D (Y � . septic system unless noted as H-20 septic components. LLJJ LJJ 8. Install gas baffle or equal on septic tank outlet tee end. 9. All existing inverts and site conditions shall be verified by contractor. ). FT. D D Q 10. Existing LEACH PIT to be pumped and removed. D 11. Maintain three feet of cover maximum over SAS. 1 O D D LOCAL VARIANCE REQESTED: '-_ Part XII, Section 2.00 - Well setback to SAS less / P than required on a property with less than 40,000 square feet. D Ln q P P Y q 1/� �— Distances varied from SAS to well ore: \'f DD 122' for subject property D R H A R D O � 122' for #829 Ost.-W. Barnstable Road AD well Z ���NOFMpss� PROPOSED SEPTIC SYSTEM UPGRADE ' LAN D �� PREPARED FOR -20' E ROB/ERTpB. PRICE ET UX ON CONCRETE SLAB OF 0.1Q7 �✓p�f� �`��°a AT 100.00 (ASSUMED) LEGEND 82 MOUNTAIN ASH ROAD F�rs�ce� � ( D'; EXISTING LEACH PIT TO BE A IS1 ��P BARNSTABLE 'MARSTONS MILLS), MA • PUMPED & REMOVED ` o o EXIST NG 1,000 AL. PREPARED BY: H-10DENOTES EXISTING GLEN E. H AR R I N G T O N, R.S. TIC TANk X p4.46 SPOT GRADE 9 L E D A ROSE LANE _ . --- 95---------- EXISTING CONTOUR MARSTONS MILLS, MA 02648 Q--902P----0 PROPOSED CONTOUR TEL: 508-428-3862 ® DEEP TEST HOLE FAX: 508-428-3862 ON G.___.._G _._.._..... G EXSTIING °SASER ICE SCALE: 1 "=20' DRAWN BY: GEH NOV. 9, 2002 W.__.._._W---------W APPROX. LOCATION DATUM: ASSUMED FILE: PRICE.DWG SHEET 1 OF 1 ' EXISTING WATER SERVICE C Y { 10-,0 40 BEDROOM I � I -QpEN ._.-To - BELOW D R 1✓EZfl WAY 14-6 I t FiR5 T FLOppR PLAN ALF— DOWN z0'o a l M D. R 0 0 i� ---1 T H _ _ o I-AMILY ROOM. ; 510 I rE PROPOSED NF-W RLSIDENC-F , RANCH FOR THE PRICES NIOUNTO INv. AS _ O LOT q A + iqa - - - -- _ O�.t1A L L S FIN 1_5 HED _ .ED I F{ N ►SN�D g Roo M - -Y . _LIVING 'RoOr^ AREA f C O N C F 00-T-1 N G 8r�.A M f POCKET i UTILITY e I T AR _A ` -�C--- - - - FINISHED j ---' DIN l N G + K 1 rC NLN U LL C.F-LLA R A R F_A `f (,ON C FLOOD � B RT N - 1 FO1)NDAT.1.0N_ PLAW SCALE 1/4"= 1/ c) f f t PRILFE 4 REVISIONS: TEST PIT DA TA DATE CF TEST(NG: ,ram& • ,G PERC. TEST DA TA SEPTIC TANK DETAIL : slzE- _`wy � DIST. BOX DETAIL : LEACHING FA %LI T`Y DETAIL: '� °�" TEST B Y: /h� w sc�� C' >_ r% t C r 15 oT�".' z.Y�'��y ©%' �.x� j t:�+r`.>�,/�ay f-!T F T P DATE OF TESTING �f s�% � i '<5 TANK TO CONFORM TO TITLE 5 REOU/REMENTS. TO CONFORM TO TITLE 5 REOU/REMEN,S � ! W/TNESSED BYE R �, �, y .� ,; `� r� TEST BY � � YE �NsL ,:: NO. OFOUTLETSf r �- /7 - , � I� 'f 'f 7 37ca WITNESSED BY: %,, 4' � , C f U ti�: f� v�i�unj�'h� "\ i` fzl �I - — • ''� REMOVEABLE COVER --- ry • c. 2„ ANH R U'GH �} ..�,a/�{ /L / i I - o, r ;.,• .✓ .. e: r• -N/SH GRADE. :q / t'� /a�'7" ;'�/.ice .' 't. •: :. '.. :moo s 06 . .. �� ..#j! 2„PEASTOIYE\ �/ M9FitEL /2"INAX Su • 3 r LEAR.,LEAR 3 C t •�-1� OUTLET PIPES -n ,' r ---� k ✓ �� GJc'35 /s �eJ DEPTH OF TEST 6"MIN. �-- 2"M1N 6"/M/N ° _ �� ASf REQUIRED T — INLET ; I� i � i �L..! _ S. �;.nv'G' r Lad< '1:.1 RI A TE� E.3.s "'=r'r?.•.� G s; �iC" `' 11 L�(��� 1 i BoX INLET TEE / OUTLET TEE , / (� / „ rYl INLET AND OUTLET 4 O MINIMUM C,/. SEPTIC TA L 1. ~ OUTLET TEE DEPTH i /000-GAL. :19 NMI PRECAST OR BLOCK TEES TO SE CAST L10U10 DEPTH 14 SAT LIQUID DEPTH OF 4' -0 2 6 f a o /"� Cia'VCRETE SEEPAGE P/T � IRON SCHED. 40 i ,9„ 5' ! DEPTH OF TEST orals rR�cT1 1 y _ ---- PVC. OR CAST IN �4 6 OV O' %�3 7ATE' --- — _ PLACE CONCRETE CONCRETE . 4$" B' >•r � "*. 8L B � • 1 fLl _ BOTTOM ON LEVEL STABLE BASE MIN. i c - --— /CONSTRUCT/ON ' ,::.�•.5 � I � - ,, T•; , • _ . 4 INLET TEE PROVIDED WHERE SLOPE FDUNDATADN 1.•.� •'i • •• e., "� °' OF INLET PIPE EXCEEDS 0.OB % OR 1 • ' ' " ' � ', ' • ' TANK TO BEABLE TO WITHSTAND � • /N A PUMPED SYSTEM. 20�MIN. / , BOTTOM OF TANK ON LEVEL STABLE BASE H-/0LOADING UNLESS UNDER ` - 1'+--- ,�'Z` WASHED STONE i ' 14VEMENT OR IN DRIVE.H-20 t 1r a i LOAD/NG UNDER PAVEMENT OR DRIVE. :J Ic' I'. -- i RECOMMENDED MANUFACTURER "' = RECOMMENDED MANUFACTURER- — I (OR APPROVED EOUAL) ( OR APPROVED EQUAL) NO TES : /N VER T EL EVA TONS- PLAN VIE W � , ��-� - /. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITYONLY. SCALE / "= 6xi -I s _ INV AT BUILDING 2. AL L CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO I ,/� ,� INV. AT SEPTIC TANK(IN) l31 - 00 MASS. D.E.O.E. TITLE 5 AND THE .w"S'-� BOARD OF - HEALTH REGULATIONS. �' /NV. AT'.5X'PTIC TANK(Q'JT) a ' - INV. AT DIST, BORON) INV AT Dlsr. Box(ofur) JI AT LEACHING FACILITY• _ �;' .o BOSTON, MASS. lWORCESTER, MASS. HALIFAX, MASS. NORWELL, MASS, BEDFORD, MASS. LEXINGTON, MASS. HYANNIS, MASS. MANSFIELD, MASS. tt i �t CRANSTON, R.I. DERRY, PROFI L E: SCALE III= ,> B C s .L ' 41 DESIGN D f j t DESIGN FLOW- i I W ' REQUIRED SEPTIC TANK: GAL, EPTI q ;��� �, :..:_. --_ ,..... ..�._._ .--• ' �,,,.• . � �,., S C TANK PROVIDED = :���>r:� GAL. -c. �� CAPE COD SURVEY 1 ,� l REQUIRED SIZE LEACHING FACILITY ' , CONSULTANTS P O.- BOX 56 M YA N �-1vIASS. 02601 r/ /m .✓'". �,� -" -- ,. �# - — 617 775 -7155 DIVISION OF BOSTON SURVEY CONSULTANTS INC. ,1 to 3�:• " - ! SIZE OF LEACHING FACILITY PROVIDED; ENGINEERING • SURVEYING PLANNING TYPE OF SYSTEM �t ��//v' t 7 TITLE: SECTION : SCALE, I �� �5 Js7�f#fSs' �4IF6/-,,; SEWAGE DISPOSAL SYSTEM — — a �.a DESIGN 1 L OCUS PL AN / - 3` Pam ; r f1p / 1 Sc�,coca / �' /ZS _ ,+� r A- FOR: FOR .�:L-'�+lo,�1,44z7..,U/3:�,i�f ! �+ 1' ,rs^tea• ,r,�.,ro�-y'+.-�.y-�i .a"�'�a",;dr< �� 4,''�� ,i SCALE: AS SHOWN r t fY l Ot'r f.S METERS - z 4'/ � �/`7 f / y ✓ v �/ � FEET 0 _ I DATE: COMP./DESIGN: - :: U c»Eav 1e_ CHECK: flA TU/Y/ DRAWN: FILE 40: _— DWG. NO: _, JOB NO: 1 SHEET: I OF: I , a t vn s.-. i. •. ',sip:± »- ,:.., �'; ... , N 97,63' Design Calculations y 0 el ric meter O >`. st � R 9,50' P� Number of Bedrooms: 3 p\�ooq\ o J �� Garbage Grinder: Not cllowed with this design. \d F �d /�— Leaching Capacity Required: 330 Gal./Day� ��. 01 Leaching Area Required: 330 Gal./(0.74 Gat./Sq.Ft.)=446 Sq.Ft. o ° ° Proposed Leaching Structure: 1-251 X 13'W X 2'D Leaching Trench Ash ° r ° II J J �� \ Leaching Area Provided: 477 Sq.Ft. M°unRoad hum er pill 4� 0; �� Proposed Leaching Capacity: 353 gpd > 330 gpd. req'd SITE R ' �97,25' O� -Ix 4 z l^ 9 4' 5' �wJ U 104 �C� /1 �X\ 2" bF 1/8" TO 1/4" � v PEASTONE (WASHED) iC 103,43 X � s ROUTE 28 04,77' � MM24" MIN. aC © 1 1 X 97179' 4 1 102 ;�° , L/ 2 H-10 500 gal. chambers 3/4" TO 1 1/2" WASHED CRUSHED STONE MARS TONS MILLS Is X�100,28, approx. location TRENCH CROSS—SECT ON LOCUS 1 0 0 �\ �P abutters SAS NO SCALE 9 o N0 SCALE dea 99,0' d � i102, 1�o2Q GENERAL NOTES / \ 22t O (�� existing leach pit' t0 be 1. ADDRESS: 82 MOUNTAIN ASH ROAD 99,24' garage \ pats Umped & backfllled 2. ASSESSORS NUMBER: MAP 12 PARCEL 038 3. DEVELOPER'S LOT: LOT 19A 19B Slab 100,5 4. TOPOGRAPHIC INFORMATION WAS COMPLIED FORM AN ON THE GROUND INSTRUMENT SURVEY. r 9`�/ a OfRROUND 5 TOWN NG PER AND PRIVATE WELL WATER IS PROVIDED TO SITE AND V V X 2 .0 D 6' 1 8 a• 6. REFERENCE PLAN: PLAN BOOK 360 PAGE 93 1 99' leaching t re h U S i 1-)g 0- 7. NO WETLANDS ARE LOCATED WITHIN 100 FEET OF SAS. AG p001 10 ! 2.74' Shed 0 00 g C h a l Yl be chambers �t h 8. POTABLE WELLS ARE LOCATED WITHREQUESTED) 150 FEET OF SAS 99,61` AS SHOWN, VARIANCES REQUESTED) 4' of stone on sl s & ends . Of 1 o° �- CD T.H. #1 � ��2 m Oi N X 104,16' o CON- RUC TIOIN NOTES 0 , I �X 102,73' (� r- 1• Contractor is responsible for Digsafe notification P Z 00 and protection of all underground utilities and pipes. QO S Welt 2. The septic tank and distribution box shall be set �9 level an 6" of 3/4"-1 1/2" stone. J �xC 0 3. Backfill should be clean sand or gravel with no stones over 3" in size. O V C 1 C\JO 4. This system is subject to inspection during installation O bey � 0) by Glen E. Harrington, R.S. J TO`v T/� C� X 104.58 5. The contractor shall install this system in accordance n 1Q3,46 �� ' with Title V of the Massachusetts Environmental Code / V > and the Regulations of the Town of Barnstable. 6. Provide an Acme Precast 5-Hole H-10 SOIL EVALUATION �7T y�y l d-box with 2 H-10 gal. chambers or equal. 7. me l No vehicle or heavy machinery shall drive over the Date of Soil Eval.: October 8, 2002 �� ��� I 19 A1 9 B � Cr � septic system un.ess noted as H-20 septic components. Test Performed By: Glen E. Harrington, R.S. O C� \ � 8. Install gas baffle' or equal on septic tank outlet tee end. Witnessed By: David Stanton, R.S., Health Inspector ` \ Q 7 c 9. All existing inverts and site conditions -shall be verified by contractor. Excavator: Joe's Septic Service �O AREA - 2 8 1`0 6 / ± SQ. 1- T. �I L Q 10. Existing LEACH PIT to be pumped and removed. P#10,349 (� 11. Maintain three feet of cover maximum over SAS. Test Hole [� C� DEPTH SOILS ELEV. ! �J �t 0 102.0' -20"DAM.ACCESS MANHOLE A ---- 1 2. 1 5 f 0 LOCAL VARIANCE REOESTED: ' iaomy I.sand 6" 10YR3/3 1ot5' e" 5' N. MILES `J� 1 Part XII Section 2.00 - Well setback to SAS less Bw V I I L,ES �� � � than required on a property with less than 40,000 square feet. 35" 'O1, ed 99.08' � L O�S r- Distances vaned from SAS to well are: C100 122' for subject property - so y i 1 7s" zTY7 2d 95,67' i I �2 C! f�I n EO�I Q C AS�J 0122' for #329 Ost.-W. Barnstable Road C2 34" 32 3 A D m-c sand 02 2 �C o � � 0 108" 2.5Y7/6 93.0' :l _ . --._,. ..� -._�' welt C3 med. Sand STEEL REINFORCED PRECAST CONCRETE 13z' 2.5Y7/2 91 D. PLAN VIEW 2 H-10 500 gal. chambers ��1.�NdFS c PROPOSED SEPTIC SYSTEM UPGRADE END—SECTION NO GROUNDWATER ENCOUNTERED SITE PLAN O � �, PREPARED FOR H-10 500 GALLON CHAMBER SCALE: 1 "=20' r E I + ROBERT B. PRICE ET UX NOT TO SCALE BENCH MARK ON CONCRETE SLAB OF HA TO USE ACME PRECAST OR EQUAL BREEZEWAY ELEV.=100.00' (ASSUMED) 1070 AT LEGEND FG�S1� 82 MOUNTAIN ASH ROAD P ,� . *NOTE, ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C. EXISTING LEACH PIT TO EE AR\P BARNSTABLE (MARSTONS MILLS), MA 10' min. from *NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE. O PUMPED & REMOVED house to septic tank Finished grade over system=2% slope away PREPARED BY: ' Septic tank covers must be U Existin House within 6" of finished grade 5 HOLE O EXISTING 1 IC GAL. H-10 SEPTIC TANK 9 D-Box cover must be DIST. BOX one chambercover must be [� �" EXIST/ ADE within 6" of finished grade within 6" of finished grade Proposed Grade Elev.=101,4't MAX. , R.�}. ,..,..,.. .... ., .. ,,.. ,,,. , . � X 104 DENOTES EXISTING GLEN �E N � � R SLAB Min 2-,,8-1/z^ . min. ' 46 SPOT GRADE 9 L E D A ROSE LAN E S= 0.02' washed s{one 36' max. S=.G, Level for 2' 700 'Iev.=93.4' -------95 ------- EXISTING CONTOUR M A R S TO N S MILLS, MA 02648 iD. EXISTING 22. S=.o, SEP�� TOANK o w 13 Wert Elev.=96.40' 0--102P ----0 PROPOSED CONTOUR TEL: 508-428-3862 c o, GAS BAFFLE °�' a) m ® ca C7 24"MiN. Bottom of Leach m II. OR EQUAL 25' Trench Elev.= 95.56' ' DEEP TEST HOLE PAX: 508-428-3862 ' m v LEACH TRENCH 5t - 6" OF 3/4"-11/2" STONEBOTTOM OF TEST HOLE #1 G G G APPROX. LOCATION GALE. 1 "_2 ' DRAWN BY: GEH NOV. g, 2002 SYSTEM PROFILE of 3/4 c Elev.= 91.0' - EXISTING GAS SERVICE (� 6" "-11/2" STONE ,,N. .._W APPROX. LOCATIC1, DATUM: ASSUMED FILE: PRICE.DWG SHEET 1 OF 1 Not to Scale - W - EXISTING WATER SERVICE