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HomeMy WebLinkAbout0069 CONNERS ROAD - Health 69 Conners Road Centerville A=251-030 QV, UPC2 34 • MA�TW0�.4M TOWN OF BARNSTABLE LOCATION Mtn QtS SEWAGE# VILLAGE di?,A tcrtA ASSESSOR'S MAP&PARCEL 2s1—o30 INSTALLER'S NAME&PHONE NO. SEPTIC'TANK CAPACITY LEACHING FACILITY:(type) �h ,rS (size) NO.OF BEDROOMS OWNER at Il Lo PERMIT DATE: 'It COMPLIANCE DATE: `T 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 pp 0000 5 `v C L v7 - No.,:)_0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' _ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftPliLatlott for Misposal 6pstent Construction 3pPrmit Application for a Permit to Construct(pair( ) Upgrade( ) Abandon( ) mplete System ❑Individual Components ' Location Address or Lot No.�p q ovivi s Job Owner's Name,Address,and Tel.No. 018'NTim V k AT�Lt*A) N As'1 V1,4 -T�, Assessor's Map/Parcel Col4)V fibs Ab V/LLB Installer's Name,Address,and TTel.No.500-,Y O-7 07# Desi er's Name,Address and Tel No V�`b8 3 777 R-tN "A267ffl V&l`1 VN I W, IGk �I'is.�ocmt 1 2s O Co uty VO rw Type of Building: � ✓1 L.w.n ✓'$ �wVl.�"l�hsf Dwelling No.of Bedrooms Lot Size 3' sq.ft. Garbage Grinder( ) Other Type of Building b/l1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required 3.3 gpd Design flow provided gpd Plan Date / f a 1 Number of sheets Revision Date , l Title Olo iLle.,4rREOY 5, I)QSf 1 Size of Septic Tank w /f Type of S.A.S.q!( Schodt)[a 40 4ti x&-07�r- Description of Soil fju ©.A Nature of Repairs or Alterations(Answer when applicable) , 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 th onmenta not o ace the system in operation until a Certificate of Compliance has been issued by this oard of Healt Sign Date JI 7 liff Application Approved by `� to Application Disapproved by M ( '�� 5 Date for the following reasons l . trOftermitNo. Date Issued 3 -I-T#f y* f jX r -- ~• No.c)- Fee_ THE COMMONWEALTH OF MASSACHUSETTS Entered in comp ter: Yes PUBLIC HEALTH DIVISION TOWN.OFAARNSTABLE, MASSACHUSETTS , ltl ItatiDIT for BI8tl08DYiffipstem CDI[BtrULtiDYY PCtttit ti5 rApplication for a Permit to Construct(pair(, ) Upgrad ( ) Abandon( ) U�rilPlete System El Individual Components Location Address or Lot No.6 q Cory €t2S`{R v/+'D ; Owner's Name,Address,and Tel.No. Assessor's Map/Parcel GI N�T�R V LLB j ATE L'a A) ,/V Itistaller,s Name,Address,and Tel.No.'509-5tl d- 9 07� Designer's Name;Address,and Tel.No. �bg��3- �r/rJ R-r H. CON57 n uVC 0) I I Wn,ew lck ct Type of Building: feh✓? 'C.l`,y dip Dwelling No.of Bedrooms v g �� Lot Size sq.ft. Garbage Grinder( ) Other Type of Building H h M r- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 gpd Plan Date e2 Number of sheets Revision Date '1 Title ((/�fl �In� �Al �� �, ty��Ar>id Size of Septic Tank Type of S.A.S.q!r ech.".�ol F t <o ' `Description of Soil «'Sit,��. Oa,+� r �5 i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: . Agreement: tf j The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Titles of the E nvi_ r enta and not o 'face the system in operation until a`Certificate of Compliance has been issued by thisBoard of Health. Sign d / Date /1R.' Application Approved by / ate Application Disapproved by 0L_Ca44 :2..2 j2 S Date 7 for the following reasons k(/,JfPermit No. Date Issued ----------------- -------- -------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance / THIS IS TO CERTIFY,that the On-site.sewage Disposal system Constructed( ) Repaired(V) Upgraded( t.a►-� Abandoned( at �. 6{ / tx~ _ n r (1 i# ,- { 12 has been constructed in accordance v ith the provi"siotis of Title 5 and the for Disposal System Construction Permit No._aA(�dated t U", Installer C 68 C�6A(+6n Designer: cb)aLLn, #bedrooms :3 Approved design flo 3;?:S n gpd- r The issuance of this a shall not be construed as a guarantee that the system 11 c n as desi ed. Date L�rt{ Inspector ----------------------- --------------------------------------------------------------- T No. � / t Fee (SD c THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS NsposDY 6pstrin Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade Abandon( ) System located at 1,4 z 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. k Provided:Construction must be completed within three years of the date of this permit. Date Approved by _,V ��( 4 -��� i t Town. of Barnstable: Regulatory Services Richard V.Scali,Interim Director anWxsteaM 20.1 1 ' Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office; 508-862-4644 Fax: 508-7904304 Installer:&Desi net Certification:Form Date: �,A) Sewage Permit# ?�i -3f:;`] Assessor's Map I"arcel - G i _ Designer: 4. _ Installer: t Address: �. jj Address•, � On __....... � C'i , '�iC' G�'� was-issued a permit to install a (date) , (installer) septic system at` based on a design drawn by ` (address) ✓; dated�i,L ( esigner) ) �17 �1 certifyEthat the septic system referenced above was installed substantiall accordin the desi ' which may include minor l g e ihn; y � approved.changes such..as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils Wert found satisfactory. I certify that the septic system referenced aboi+e was insta7'led with:major changes i. . J g (i e greater than 1 a' lateral relocation.of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify'that the syst m referenced above was constructed in compliance with the terms I approv 1 tters(if applicable) nstaller Si re a esign r i3 Signature) (A - Dests;5tamp Here) r PLEASE:RET6RN TO BARAIN LE PUBLIC IMALTH DIVISION. CERTIFICATE OF COMPLIANCE WJLL NOT RE_ISSUED UNTIL BOTH THIS FORM AND As- BUILT CARD ARE RECEIVED.BY THE BARNSTABLE-PUBLIC:HEALTH'DIViSIO1V: THANK.YOU. Q:1Septickbcsigner C4rtification Form Rev 8-14-13.coc Town of Barnstable P# Department of Regulatory Services BASMABM : Public Health Division Date lzlhqll;L 639.A 200 Main Street,Hyannis MA 02601 j Date Scheduled Time Fee Pd. D Soil Sui abili Assessment oY S s ty f e Dasposal _ Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address ��{ n e�� ;' i Owner's Namv_am ie', <-. VA a Address �y CC>- rA X Assessor's Map/Parcel: 2�I ( Engineer's Name JkiG- L.A,,iQi NEW CONSTRUCTION REPAIR Telephone# s 154o—1'a 51 Land Use po%; �Q �.� Slopes(%) —3 Surface Stones 4 t' Distances from: Open Water Body ft Possible Wet Area 1)�6_ ft Drinking Water Well "r+ w ft Drainage Way '0 ca, ft Property Line kL�ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) I ` Pl�z .5o G � I +7- I ! c �LSkS1( E t u_C�' ( € c�. lV ew �1,1X� G4 �4:"t-_.l• 4AA Cd7 �k^ G V 2 '-s;d� F,66te. Parent material(geologic) �ey oor .ti; $A (,l-6e. `, Depth to Bedrock n I �� Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face r i Estimated Seasonal High Groundwater DETE ATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observe standing in obs.hole: in. Depth to soil mottles: n cj�e in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Time IT Observation Hole# Time at 9" Qa Depth of Pere �tr i A Time at 6" I('u AA�_ Start Pre-soak Time @ Time(9"-6") r End Pre-soak ( n o a\ Rate Min./Inch ld•rvs `, r^n . Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/I) 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:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# j Depth from Soil Horizon Soil Texture Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Graven x a , I —u,d "RS"y! �'.bk.'6/:z�G• f fr�p t 1 (Z- (e, I , DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Othel Surface(in.) (USDA) (Munsell) Mottling_ (Structure,Stones,Boulders. f Consistency. %Gravel) 4 o fj c� l�v rt wry l t !2 „ ! DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency%Gravel) Flood Insurance Rate Mai): Above 500 year flood boundary No_ Yes Within 500 year boundary No 'Yes Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? -1' If not,what is the depth of naturally occurring pervious material? Certification I certify that on t. 1 (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was performed by me consistent with the required training,e)Tprtise and eyperience described in 310 CMR 15.017. Signature ? ...t_,��;. .� �:.t ., Date Q:\SEPTIC\PERCFORM.DOC I 1 �I E Town of Barnstable Regulatory Services • swxivsrwe�. - MAW. Thomas F. Geiler,Director �ATEjL639- Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 5 08-862-403 8 Fax: 5 08-790-623 0 Tomas and Kathleen Nastasia 62 Dunaskin Rd Centerville, MA 02632 Re: 69 Conners Road, Centerville, MA Dear Mr. or Mrs. Nastasia; On Saturday, May 29, 2011, the Centerville-Osterville-Marstons Mills Fire Department (COMM FD) called me over concerns they had after responding to a small kitchen fire at the above referenced address. I have made multiple attempts to reach you at the telephone number provided to me by COMM FD without avail. Pursuant to 527 CMR 12.0, I am sending you this letter. After visiting the tenants at the above address, and the facts given to me by the fire department, I have found that the range oven cord was incorrectly ran through the floor, and no electrical outlet exists behind the range for it to correctly plug into. This must be completed by a licensed electrician, and permitted by the Town of Barnstable in accordance with Massachusetts General Law. o Additionally, I found the following: ` 1. An abandoned electric range cable located in the ceiling of the basement was left improperly terminated and found to be energized by COMM FD at the time This is an IMMENANT DANGER to persons residing within the dwelling, sour of w which are children. rn .eW 2. An over-use of electrical splitters in the basement exists, which is a fire hazard. Electrical extension cords and multi-outlet splitters pose a risk of fire when their respective maximum wattage ratings are exceeded. Pg. 1 of 2 3. An electrical receptacle located at the electric panel, and a light switch located at the top of the basement stairs has no cover plate. Cover plates are intended to create a limited fire barrier between the electrical components and surrounding combustible materials, as well as reduce the risk of electrical shock. 4. There is a dryer receptacle with a supply cable entering a hole with no protection from its sharp edges. This poses a risk of fire. In the interest of public safety,please address these issues without delay. I can be reached at the above address if you have any questions. Sincerely, J V AJ Pulley, Deputy Wiring Inspector C: COMM FD Health Dept. Wiring Inspector Residents of residence Q:\WPFILES\A.J.PULLEY\69conners2011AJElectrical.doc Pg. 2 of 2 No............ ....... Fss C ,•:o.o THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ............ FO.ru)7...0F.]e6rV�.6 b)<------------------------------- Appliration for Bispoial 10orkii Tonotrnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair (A an Individual Sewage Disposal System at• i ................_/_�Q.r� ar��-1-�..cld--------- ------ ---_._-----------................................................................................ ........ d..�l..l.//.Q1. ....... Ad a.?�.4c�S.t............: l�iC-� o.-•---.................................--- vow k Installer Address Type of Building Size Lot.............................Sq. feet � Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Othe—Type of Buildin No. of persons____________________________ Showers — Cafeteria Q' Other fixtures ------------------------•-•-•--- - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity___.___.____gallons Length................ Width................ Diameter................ Depth................ 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........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -- -------------� ............. ODescription of Soil................ . . ST(_. ...... J.. ................................................................................................ w x •--•-•-•---------------------•--•-------••-••---•-•----•-----------•-•----•------•-----•---•••-•-•-•-------•••-•--------------------•--•-------•---•••••----•-•--•-•--••••-•••••-•-•••-•--••••---.....•- U Nature of Repairs or Alterations—Answer when applicable________________1'__J U__.L?64.__0J.1............................ ------------------------------------•-----•-------•---------------•-----------------._.............. .................................................................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has keen issued by the boa o health. Sign --------- .._ 11 Date Application Approved By......... :--:.. = L .r/j -_-- l -' C� Date Application Disapproved for the following reasons:..................... -- •---------•---•---•------•-------••-•-•-••-•-•••--...•---••--•---------•-•---- -------------------------•---•-••-•••------•--•------•--•••-•---------....----•-------•--....•-------•-•--•------•------------•----------•--------------•---••------••••-------------•--•---••.._..-•--- Date Permit No......................................................... Issued----�--c���--- 4, ................... Date No........1.. �.----- Fps ...���:%s..�%•. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................Ir ...�/:1?.). OF.-._.. Wit....-. . Appliratinn for Bispoiial Works Cfnnitrurtion 11trutit Application is hereby made for a Permit to Construct ( ) or Repair (A an Individual Sewage Disposal System at.*.,, ............../....`..!_.1�/';�" - ................................................... -•--• ---------_---•---•-•------•-- ot ........................................... - ............. Location-Address_ orNo -- Owner ""'" Address .._._..t� j; ;. Installer Address Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type of Building ____________________________ No. of persons........................... Showers ( ) — Cafeteria ( ) P I Other 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 ( ) 04 Percolation Test'Results Performed by.......................................................................... Date......................................... 0.4 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ li Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -------------------••------------•--•-•-•--•-•••----•-•-•-----•-•._...-•---------....._--__--......................................................... 0 ,.---Description of Soil-------------••-'==` `'•=..� t-----6;/1�t t t 1 r j - --•--•-••--•-•----•---•--•-•------••-•-•-••-•----••-----------•--••••••-•-•.......-•--•---•_---_.. x W -•--•-----------------•-----------••------•-•-•-•-•------•----•-•---••--•--•----•-•---••----•-••-•••---••--------•---•----------------------•--•----•-•-•-•-•--•••-...-•-•--------•-•-----•--••------••- UNature of Repairs or Alterations—Answer when applicable_______________-J.._...1f.r__!_____:7!_'.:.l... --------------•-------------•---•--•---------------•-- •--•------------------------._..............--•-•----••--------------------•----•-•-•-----•-•-•--•--•---•--•--•••-.._._..----•------------_----- 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 has been issued by the..board of health. Yd.//?� i i EI :? - ............................................. %` A�J /.._�� .... e l ,. P_ Date A Application Approved BY r' �� •........ ...... .....•-•••-•-• ............. -Date-•--•- Application Disapproved for the following reasons:.....................______F.________.'_____-_--__________________________....________...____........______ ................................................•.................................................................... -•--....------•----...•-.-------.----•----•--------------------------....._ Date. <,..Permit No................................ Issued•-.._..-•-•--•--•- •------•----------------- --...-.........._.......... Date THE COMMONWEALTH OF MA`SSACHUSETTS BOARD OF HEALTH `.. ...OF...../��ti}��'_ l� !- /C......... ... ........................ .................................. (glertifiratr of Toutplitinrre THIS IS TO CERTIFY, That the Individual-Sewage Disposal System constructed ( ) or Repaired ( ) P Installer at...... ................... _--........................................................)C f - /r----------- has been installed in accordance with the provisions of jr f he State Sanitary ode s des ibf� in the application for Disposal Works Construction Per No. !__ _+ ______________ dated_ '�.. ff........ _`�_.'__.__.__._ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS GUARANTEE THAT THE SYSTEM1/�ILL FUNCTION SATISFACTORY. DATE.....`1 14. f—_9�_ ......................................... Insp`ector........................... ---- ................................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH y/(� .. .......................... : ............OF................ .. _.-_... _- -................._............ = r (.. r - e No. .......... ...... FEE....... -•- �i��,or��l nr�� �un,�irivan rrnii� Permiss><on is hereby granted...:--....Z..._. f!t _..... A____ 7_..... -__. to Construct ( ) or Repair`('�) ayn� Individual -Sewage Disposal System - r at No.... :_ .:.���(, ..................� :. C JI C ,x /�iC/� 7f✓� Jf' ....... as � ,.. / ` �� . as shown on the application for Disposal Works Construction Per o.__&.,..4... ated_.__l ........................._---• ---- — B ----•------------------- Board of Health DATE---_---- �_ ..`_._.__............................................ ' FORM 1255 HOSES & WARREN, INC.. PUBLISHERS :a L iq lS� P . LOCATION SEWAGE PERMIT NO �!on _ VILLAGE _ -lt(2 -yi INST LLER'S NAME A ADDRESS 9 U I L D E R OR QW.MLP, DATE PERMIT ISSUED DATE COMPLIANCE ISSUED _ I� t I S ; v &-sspa)L- 0,0� � ' 0 3 ��� l000 F.F. ELEV.=75.33 USE RISERS TO BRING THE COVERS TO WITHIN 20'min. ALL STONE IS THREADED ELEV. 73.8_ 6" OF FINISHED GRADE THE COVER TO WITHIN CAP DOUBLE WASHED 6" OF FINISHED GRADE 4-m PVC WITHIN 3" ELEV. 71.3-72.9 4" CAST IRON OR OBS. PORT -- SCHEDULE COVERS " DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE END SCHEDULE 40 P.V.C. 4" CAST IRON OR } 6' MIN. 5' ON ES ON TER ALL PIPES 12" in. A 4" CAST IRON OR SCHEDULE 40 P.V.C. 3" LAYER OF DIST.= 38.N SLP.=0_02- SCHEDULE 40 P.V.C. SUMP SLP.=0.005 I/a"->t/z" INVERT DIST.- CONCRETE COVER 12.1 WASHED STONE DIST.=____ FLOW LINE - 4_6 69 57 v v v ' v v v v v v v 70.92 SLP.=Q_02 �° °�°� °�° ° ° °�°�° ° °�°�°�°�o °�°�°�°�° o °�°�° ° °�°�o�°�° °�°' ELEV.=---- 70 14 io" MIN. 14" - INVERT ELEV.=__• _ °o°o°°° °°°o°o°o°o°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°� ELEV. °_°_°_° °_°_°_°_°_°_°_°_°_°_°_°_°_°_°_°_°_°_°_°_°_ _°_°_°_°_°_°_°_°_°_°_ LAYER OF # THE LENGTH OF ELEV.= 69_89 69.80 O o INVERT SHALL BE FIELD VERIFIED ELEV.__-__ ELEV.= 69.63 ( 3/6' TO 5 6' HOLES AT THE 6 O'C K os ON 0 /4" TO 1-1/2" PRIOR TO THE INSTALLATION OF DETERMINED BY�7HE LENGTH OF OO�O�O�OvOVOvO00O�OOVO�'� OOOOU VOVOVOVOVOOOCWASHED STONE LIQUID DEPTH OF LIQUID OUTLET TEE DISTRIBUTION Box 00 0 0 0 0 0 0 0 0�0�0�0� o„o o„0 0 0„0„0� ELEv.=68_9 ANY SEPTIC SYSTEM COMPONENTS THE TANK USED. DEPTH BELOW FLOW LINE A (SEE CHART AT RIGHT) 4 FEET........ 14 INCHES IF MORE THAN 4 OF COVER. 5 FEET........ 19 INCHES USE H-20 LOADING H 20 1500 GALLON SEPTIC TANK 6 FEET........ 24 INCHES TO BE WET TESTED IF STRIPOUT ALL UNSUITABLE MATERIAL TO BE PLACED ON SEE E 31 (s R MORE THAN ONE OUTLET. AND REPLACE WITH MATERIAL THAT 9.4' 6 OF STONE OR ,I TO BE PLACED ON COMPLIES WITH TITLE 5 STANDARDS MECHANICALLY COMPACTED SOIL. 6" OF STONE OR - (sTR- - TO s6_' _EL. ss.- _ _ _ _ _ _ USE A TANK WITH THREE COVERS. MECHANICALLY COMPACTED SOIL. BOTTOM of TEST HOLE OR USCS PROBABLE WATER TABLE ELEv = CIO rl !j. USE H-20 LOADING SOIL TEST DONE BY: J.E. LANDERS-CAULEY P.E. I WITNESSED BY: DON DESMARAS_ F MORE THAN 4' OF COVER. PERCOLATION RATE: -.5---MIN/INCH P# 15569 TEST HOLE 1 & 3 DATE: Q-9L9-M ELEV. ovOvOv �OvOv� 8' YER OF PROFILE OF DEPTH HORIZON TEXTURE COLOR MOTT. OTHER O ��� 0��00o wn`sxn01sco' Z SEWAGE DISPOSAL SYSTEM 3 PERFORATED PIPES NOT TO SCALE 0"-8" O/A SANDY LOAM 10YR 3/3 SECTION A-A 72.0-71.3 1 CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT of ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS T GENERAL NOTES: 71..J-69.8 B SANDY LOAM 10YR 5/6 AND BYTMETCONSISTENT ANALYSIS WITHGIVEN T EHAS EQ REQUIRED TRAINING, PERFORMED EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF 1. THIS PLAN IS FOR THE REPAIR OF AN EXISTING ' SEWAGE DISPOSAL SYSTEM. 26"-66" Cl SILT LOAM 5Y 7/4 STRIP OUT AS MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED NECE SSARY SOIL EVALUATION FORM, ARE ACCURATE AND IN 2. PLAN REFERENCE LC 36349 A LOT 30 BARNSTABLE REG. OF DEEDS. 69.8-66.5 ACCORDANCE WITH 310 CMR 15.000 THROUGH 15.017. all 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM TOP OF PERC TEST AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. AT 66" OWN EL=66.5. DESIGN DATA: 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 6 5-59 5 C2 M-F SAND 2.5Y 6/6 NO H2O TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS ENC'D NUMBER OF BEDROOMS _(T $EF _ STING) FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TEST. HOLE 2 & 4 DATE: 03�29�18_ ELEV._73.5___ 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN GARBAGE DISPOSAL -�LQ IE_(9)-___-- 6" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. ER 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE tH t TOTAL ESTIMATED FLOW -,'i3Q----- GPD SAME, UNLESS NOTED BY FINAL CONTOURS. �, ( 11(L__ GAL/BR./DAY X -3---- BR. ) 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 73.5-7J.2 0/A SANDY LOAM 10YR 3/3 pZ )HN yG OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR � LAN M SEPTIC TANK CAPACITY j.5QQ_GA,L_CREQUIRED) WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING 1500 GAL.(PROVIDED) SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING 4"-30" B SANDY LOAM 10YR 5/6 O 351 LEACHING AREA REQUIREMENTS AREAS UNLESS NOTED. 73.2-71.0 'OHO 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALLjU 9�L �\%IDEWALL AREA 0____ S.F. BE MORTARED IN PLACE. I -� � BOTTOM AREA 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH o"- 4" Cl M-C SAND 2.5Y 6/6 TOP OF PERC TEST DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 7�6-�8.2 AT 72"DOWN LOADING RATE=.74 (450x.74=333.00) 333.00 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. (EL. 67.5) LEACHING CAP.(BOT. & SIDEWALL)_____ GAL 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF 64"-120" C2 M-F SAND 2.5Y 6/4 Nc'D ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 68.2-63.5 E RESERVE LEACHING CAPACITY _333_00 GAL. 11 . UNTIL APPROVAL FROM THE BOARD OF HEALTH IS GRANTED, THIS PLAN IS SUBJECT TO CHANGE. ! APPLICANT: KATHLEEN S. NASTASIA, TR. DATE: 03/30/18 NOTE: THE TOWN OF BARNSTABLE REQUIRES THE ENGINEER TO INSPECT ALL SEPTIC SYSTEM COMPONENTS, . INCLUDING INVERTS, AFTER THEY HAVE BEEN INSTALLED AND BEFORE THEY ARE BACKFILLED. REV: 1 1/21/18, 1 1/29/18 SHEET 2 OF 2 JOB # 2913 '-o Z PARCEL 29 N F JULIE BRIaNv GENERAL NO TES. 1. HOUSE NUMBER: 69 ® +ss.1 \o 2. ASSESSOR'S INFORMATION: MAP 251, PARCEL 30 I P ) ; J. FLOOD ZONE: X PANEL NO. 250001 0562 J (711612014) FOUND C /6H rn� OUND S55'09'43"E I 4. ZONING DISTRICT RD-1 181.90' 73.0 Op + 5. OVERLAY DISTRICTS: GROU NDWATER PROTECTION DISTRICT & RESOURCE PROTECTION DISTRICT 570-5 ib 72.0 69.4 0 ' CO 3 6. LOT COVERAGE BY. / PARCEL 30 72.3 �i , 1s A. EXISTING STRUCTURES.- 1,995 S.F1 15,764 SF. = 12.77. 18 PINE 15 764E S.F GAS 73.4 TEMP. z PINE 73,4 METER 72.$ B. PROPOSED STRUCTURES. SF.2,421 / 15,764 SF. 15.49 • ELECT. I � 14 B. SERVICE 1. 75 N $ � .3 �'a TREE o / � 7. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND INSTRUMENT SURVEY 1 PROPOSED REBUILD ^ � o 6 .8 1811 1 WATER RE-BUILT FIRE EXISTING - 0 8. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 v , THE OSERI�/CE DAMAGED DECK N `"us'1.2 OBS. - - t- - -- HOUSE ,�69 � rn / �C 73.1 I 1 PORT , 5 S OUT 26.7 F.F. 75.33 N 1 _.�$•8 7 53. 73.3 1 / ROLL PARCEL 46 .s r I Y73 I Vt _N USHES 74.6 NEW a, Off' IP &3 - 73. 10 I p DRI VEWA Y oD 8 (O -F73. � � PwE o �3• 73.$ I>AYIl�' B. cPG' LINDA A. 69.9 ,I 73.9 ------ 73. I 6.5 , -. -------+73- _ -E-� LOhE�lAN 70.5 30 00 1,00 _, 38.9---- / l L - --------------- - 73.8 --- -- - 1 13.E o_ PAVEMENT - � $s TP 2&�72.4 1----- -- +7�.6 +73.6of RE VE AREA PAVED DRIVEWAY 3 .00 PA EMENT LEGEND ( - ------ ------il 20- D - .570.2 - o 1.2 cfl 11' 73.5 TREE O 12,. 73.7 DOUBLE 20" -------72 ------- EXISTING 2, CONTOUR � Pl�jl� HOLLY OLD, 71.0 rn+73.2 TREE --70 --- EXISTING 10' CONTOUR CESSPOOL 71.3 a +73.2 +72.5 EXISTING SPOT ELEVATION EDG N5418 55 W HEDGE 73.4 164.00' PP cla-� UTILITY POLE ' EDGE OF PAVEMENT 73.1 NEW /� CB/DH CONCRETE BOUND 70.9 ,�V/ C E I V TER R DRIVEWAY (20' WIDE) LANE VE FOUND El 73.5 IP 72.8 POST RAIL FENCE m' FOUND ® IRON PIPE 73.5 BENCHMARK: CB/DH NAIL & CAP FOUND EL. 72.03 PARCEL 31 PARCEL 45 N/F N/F `H14RRIET ri1 STE�Y�IRT BARBARA IY SHEINFELIJ, TR 0 NOTES: S/ TE PL AN THE EXISTING D-BOX AND PITS SHALL BE ABANDONED, PUMPED, REMOVED AND DISPOSED OF AT A SUITABLE LANDFILL. FOR KA THL EEN S. NA S TA SI A TR. 69 CONNERS ROAD CEN TER VI L L E, MA Scale. 1 =20 Date DECEMBER 12, 2017 TYarwZck Associates Inc. l x ORA WlV B Y L.M., R.✓.W. DA TE.• 09/25/17 REV. 11/21/18 2 6'3 County Road Box 80>0 O 10 20 40 �' North Falmouth, Mass 02556 CHECKED BY GSL SHEET 1 OF 2 .w.: SCALE.• > /NCH = 20 FEET (508) 6-63 - 7777 P.• Land Projects 2004\SS1706J�dwg\SS170635P.dwg