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HomeMy WebLinkAbout0071 STANLEY WAY - Health 71 STANLEY WAY CENTERVILLE A= 228 - 122 ESMEAD KEEPING YOU ORMUED No. 12534 2-153L1OR Wam WIMMUTA GUORSANIi MSME40 M i TOWN OF IBARNSTABLE LOCATION ''r(�— �C��`1 -w�► SEWAGE# _Npc VILLAGE C WA 1,,4 ASSESSOR'S MAP&PARCEL -- INSTALLER'S NAME&PHONE NO. —T—C• f • SEPTIC TANK CAPACITY 1550&114— 1�-/G ee�� LEACHING FACILITY:(type) a o (size). 333"ac Id-•o3 LS-! NO. OF BEDROOMS OWNERexa t PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) /� Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY - 71 61 d 000 J Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: l� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes .9pplitation for -Misposal *pstcm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /) I '( )q Owner's Name,Address,and Tel.No.: M•'7%-&6 06 Assessor's Map/Parcel Z3 f/JL3— Installer's Name,Address,and Tel.No.6'0,3-q,)&— Xo Designer's Name,Address,and Tel.No. 6DS-�v`F3`S/6"v// �c-3fo(is, s Type of Building: Dwelling No.of Bedrooms 7` Lot Size �e sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) YYO gpd Design flow provided gpd Plan Date kE� pA 6 .101 rS Number of sheets ' Revision Date Title.1 7/ Size of Septic Tank I5�0IIl.-) Type of S.A.S. J K la�,g3 Description of Soil ' 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 the Environment a an no place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 0( — e` IJo Date Issued No. G)" I y a Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitatlon for ]Disposal 6pstent Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade`•( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �' [v Owner's Name,Address,and Tel.No. izfii (0 Assessor's Ma /Parcel oZc��/X�•- ��� �u.�ev► � ��h ,�ph►'�`�4'3 �� i�+i�:r,if 1 �- p c��t�/'Feirv�l I Q n4e_e0,llie jM A o�3a- Installer's Name,Address,and Tel.No.Ste-g0)T5 P 7 xo Designer's Name,Address,and Tel.No. ' S'_86 ;X 'S 5Y1 or�v Ei �ors4 rvc�ivr ,''r rK p.o (fix ?Oct De i/Ie ri2163601)_S7 �x f�_i SF•M+�ks to� i t S M PC Uw-Y� �/r�✓oily d� Aiz# , 'YJ Type of Building: 1/ Dwelling No.of Bedrooms T Lot Size �� t sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ,) Cafeteria( ) Other Fixtures Design Flow(min..�require�d)� �-S�yU gpd Design flow provided. y� `-� gpd Plan Date�e � {qUt�, a0I ri Number of sheets / Revision Date Title i.4-la S c�. Palo CSC ')/ .5lz,w,-.4/_�,&,11 Size of Septic Tank 1S'�JAa4 141 C)r Type of S.A S. 3 1h0 S.nq._Q. Description of Soil 6e0_(_;0i I V 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 the Environmental-•Code and note o place the system in operation until a Certificate of }Compliance has been issued by this Board of Health. // t Signed ,,.�' Date H /� �/ y Application Approved by l Date CI Application Disapproved by V Date for the following reasons " Permit No. { - �" r1'� Date Issued - 1 A THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliance THIS IS TO CERTIFY,that the On-site _Sewage Disposal system Constructed( ) Repaired(W Upgraded( ) Abandoned( )by�}06&)'U )At u 0CJY1[,►Y'�y/�"4jan a-rr)c.. at �� ,t 4�tt ` '1�'�,E11 ,�C -e has been constructed in accordance with the provisions of��T the 5�and the for lDisposal System Construction Permit No.}let 6 -a/� ' dated ~a f InstalleAr4o lb-t t, l'UY)'ra'�PL�-F-r w z-�4ne Designer Z 0e _PJYk2,L/32'M,,1 ,4,M ,�1C- �1 Cr( � � #bedrooms 7 Approved design flow __( ( 6 gpd The issuance of this permit sha 1Inoott be/conssttrrued as a guarantee that the system ill function as designed. Date �� ! // Q Inspector _ --------------------- ---------------------------------- ----------------- --------------- No. �o(k — Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �IBtIDSaY *pstem Construction permit - Permission is hereby granted to Construct Repair) -. Repair( ) Upgrade ._( -_ ) Abandon System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must bbee completed within three years of the date of this permit P Date C Approved by �""" -01-2018 00:49 From: To:15087906304 Pase:1/1 /d! JQl Town ®f Barnstable ,�'"■'°, � Regulatory Services $ $ Thomas F. Geiler,)[Director MMAMA' Public][health Division jIL6�3 Thomas McKean,Director 200 Main Street,Hyaunis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Ins�&](Demmer Certification Form Date: Sewage Permit# 401 P - z96 Assessor's MaP\Parcel 2 dot Designer: No apg ad-i W6 instaea: VWM• OR .Address: Q3q N1Mt4 Xr AN Address: . 5 fMbU!2M 2D _WON; MluA-5k Ma 0260 On Q 4 / R6riLj&-Q" c nc was issued a permit to install a .(date) (installer) septic system at 71 JI-an w based on a design drawn by (ad ess) " dated ~/� / signer) - ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. • greater than 10' lateral relocation of the SAS or any vocal relocation of any component of the septic system)but in accordance with State &Local Regulatiow. Plan revision or certified as-built b designer to follow. N OF A4gS DANIELA. Gs OJALA ex's ignatme) CIVIL N l // / No.48502 T� GIST�Q �@Fi (Designer's Signature) ( (AtExDesigner's Stamp Here) PLEASE RETURN TO BARNSTARM lI'r7la-XC HEALTH DIVISION. CERTIFICATE OFC(DMgLIANCE WILL �L037 BE ISS M UNTAG BOTH THIS FORM AND AS-BM—T CARD ARE RECEIVED BY THE SARNSTA]BLE PUBIXC HEAYrTH DIVISION T]BfeD1Y_ YOU Q:Hcalth/Sepdc/Dwigner Certification Pomm 3-26-04.doc McKean, Thomas From: McKean,Thomas Sent: Wednesday, April 17, 2019 11:28 AM To: 'Amanda Kundel' Subject: RE: 71 Stanley Way Centerville A disposal works construction permit was issued for four(4) bedrooms on 9/27/18. On October. 29, 2018, a new septic system was installed consisting of a new 1500 gallon septic tank, distribution box, and three 500 gallon leaching chambers. It replaced.old cesspools. From: Amanda Kundel [mailto:akundel@kinlingrover.com] Sent: Wednesday, April 17, 2019 8:08 AM To: Health Subject: 71 Stanley Way Centerville Good morning. I'm wondering if you could tell me exactly what repairs were done to the septic here recently. I believe it was a cesspool replaced by leaching field (?). Is the septic designed for 4 bedrooms? Is the tank original? Thank you, Amanda Swift Kundel Kinlin Grover Real Estate P.O. Box 156 3221 Main Street Barnstable,MA 02630 508-360-7364 Mobile 508-362-9001 Fax Licensed in Massachusetts Broker#009521133 Kinlin Grover Real Estate Like us on Facebook• Follow us on Instaeram,Twitter&Linkedin •Watch KGTV on YouTube! View our Listings at www.KinlinGrover.com CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the-sender's email address and know the content is safe! i I BldQ # � = 1 Card d 1 of I Print Dat e: e 7 2,4J2 1 �. , ♦,. emu' t ♦ . .�\.:,,::Y~;•\+::^,• ,.,...,,:.,;•...... ♦ :::xc::e.;...:r-:•vim.r... .F:.. F.\.`•.-. ♦,. ''\. 2= :i<:::;:::2;:;�;?:ii`:ia>:'!4:=isi :�iii>5;?;;i?iE;2':>:;':i:<Si: i:�i:;' 17 s, 8 BA GAR l 1 f� B BA BM -- 2 PTO ac k 38 n 20 ..Ny�# ,�, rc• 5 M 4 A. S. le - 3U-5 r Town of]Barnstable P# Department of Regulatory Services BARNSTABLE, . - Public Health Division -Date 8 �� ;; y MASS. 1639• ��� 200 Main Street,Hyannis MA 02601 6-S Teo tJ l Date Scheduled 14 —Jg ( I TS Time / Fee Pd. CC) r -r, Soil Suitability Assessment,for ,S' e Disposal Performed By: ��n G [ Dn�G{ I La 5 Witnessed By: LOCATION & GENERAL INFORMATION Location Address / ,( - v (J�C y Owner's Name %o A i4 so` c e„� . f , e / - Address `/ Assessor's Map/Parcel: aO g /, & Engineer's Name 4LA)vv e NEW CONSTRUCTION REPAIR =& Telephone# Land Use L a ly n Slopes(%) Surface V St //) / ones //� Distances from: Open Water Body�/ (v�`G ft Possible Wet Area>t�J ft Drinking Water Well �>O ft Drainage Way �lV y ft Property Line 7�e/ ft Other g SKETCH.(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Et61 S4•n� rV r Parent material(geologic) /G I V vt�Wa S Depth to Bedrock Depth to Groundwater: Standing Water in Hole: A Weeping from Pit Face--/V A Estimated Seasonal High Groundwater JN z2 " I�PTERII�VATION FOR SEASONAL HIGH WATER TABLE Method Used: //VV [[�� �A/ Depth Observed standing inghs,hole: it .—in. Depth to soil mottles: M. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level Observation PERCOLATION TEST Date Time Hole# Time at 9" Depth of Pero Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed.(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to-be conducted within 100' of wetland,youu must first notify the --- Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC ,k 1 � , DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. - Consistenc %Gravel G -1A L5 10* 1-1/3 y -3� L 5 10 Y L1 /0 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 0-12- L l OV �/3 Pz 1 s y 7�>'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 Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? >° If not,what is the depth of naturally occurring pervious material? Certification I certify that on Z (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 and experience described in 310 Ma 15.0017. / Signature /�J�` �" G Date Q:\SEPTIC\PERCFORM.DOC w ALL SYSTE SHALL SYSTEM PROFILE MARKED WITHCMAGNETICTTAPE OR BE NOTESt (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. Route 28 PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS NAVD 88 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE s� \ 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING 0'd Pos Rd.TOP FOUND. EL. 51.9' FILTER FABRIC OVER STONE 51 .3' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 51 .4 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 1� g40 *50.2'f© PRECAST H-10 NOTE: 2" MIN. WALL BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST ne t RISERS TH- THICKNESS REQUIRED UNITS TO BE AASHO H-10 PRECAST RISERS ,y.. 2'� 4"�SCH40 PVC MORTAR ALL 50.3 H-10 Locus 6" MIN. SUMP PIPES LEVEL 1ST 2' �ENDS 4. COMPONENTS INV'S EL. 48.6 5. PIPE JOINTS TO BE MADE WATERTIGHT. ° 12" MIN. INT. DIM. (TYP.) 4'SIDES 49.43' S� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 10., 1500 GAL H-10 14 Po�000� WITH 310 CMR 15.000 (TITLE 5.) z a *49.9'fOA TEE SEPTIC TANK TEE , ° ° ° ° �0p� 0 .. ��OOC� �0�� �!mmlm 'o°o°o 49.02 °o°o°o°o°o°o WATERTEST D'BOX o ;oo�o�o�o a00000000aa aaooa000 ;0000000o a 5° ° ° ° ° ° ° a00000aoaaa mmmmr20m0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 3 GAS BAFFLE °o�o�o°o°o° FOR LEVELNESS cV >°o°o°o°o QQ����Q���� ���0�0�[� '°o°o°o°o , aCo o a ° ° ° ° o mm�1 � � � o� � � � o � o � o ° ° ° ° NOT TO,BE USED FOR LOT LINE STAKING OR ANY c 49.27' 48.87' 48.7' °°°°°°°° °O°O°°°° 46.6 0 �, o ° ° ° ° ° ° ° ° OTHER PURPOSE. �1, 4' LIQ. LEVEL (ACME OR EQUAL) :' ° ° ^ �ti. t ` ' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ��+ A 00000D000°o0o°o0 0000000000000000 oo0o0_oo - oo, °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL Q "V °,ono o_°_ o o o o o �_°_°_�_�_o.o 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR <b ALL AROUND PRECAST STRUCTURES 0 orseshoe Ln l *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 6" CRUSHED STONE OR MECHANICAL CONCEALED WITHOUT INSPECTION BY BOARD OF OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' UTILITIES AND ALL BUILDING SEWER OUTLETS AND COMPACTION. (15.221 [2]) HEALTH AND PERMISSION OBTAINED FROM BOARD ELEVATIONS PRIOR To INSTALLING ANY PORTION OF Ln OF HEALTH. a° SEPTIC SYSTEM 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND �O�� A /� 41.1' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND & ( 9.3 % SLOPE)© SM 1 ( 5 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF 10' WORK. SCALE 1"=2000't LEACHING FOUNDATION SEPTIC TANK 3' D' BOX 12' FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 228 PARCEL 122 9' BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X ( 7 % SLOPE)OA 12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001 CO564J L D SAND. DATED 7/16/2014 99- EXISTING CONTOUR O N O W X 99.1 EXIST. SPOT ELEV. d o VARIANCES REQUESTED: SYSTEM DESIGN. -[99]- PROPOSED CONTOUR a) - REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 12.5') O REDUCTION IN SETBACK, SEPTIC TANK TO FOUNDATION (10' TO 7') 198•41 PROPOSED SPOT EL. co GARBAGE DISPOSER IS NOT ALLOWED TH1 I TEST HOLE EXISTING 4 BEDROOM DWELLING i DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD 2". SLOPE OF GROUND w USE A 440 GPD DESIGN FLOW UTILITY POLE O CDO ' N SEPTIC TANK: 440 GPD (2) = 880 FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING s,J USE A 1500 GAL. SEPTIC TANK 1. z LEACHING:SIDES: 2(33.5 + 12.83) 2 (.74) - 137 GPD TEST HOLE LOGS ; BOTTOM 33.5 x 12.83 (.74) = 318 GPD ENGINEER: DANIEL E. GONSALVES, SE #13587 51 TOTAL: 615 S.F. 455 GPD WITNESS: DON DESMARAIS _ o USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) Iv CV DATE: 8/31/18 LOT AREA N WITH 4' STONE ALL AROUND 27,977±SF (D r� PERC. RATE _ < 2 MIN/INCH 00 BENCHMARK: CLASS I SOILS MAG NAIL = z 0), w 49.8' NAVD88 MA ELEV. ELEV. APPROVED DATE BOARD OF HEALTH 51 .1' p" � 51 .2' A - A / TITLE 5 SITE PLAN LS LS GARAGE OF 10YR 4/3 10YR 4/3 o cD EXISTING 14" 12" DWELLING j 71 STANLEY WAY B B TOF = 51 .9 ` LS LS 0 INV. 49.9t o W W______W ' S CENTERVILLE, MA cn 10YR 4/6 10YR 4/6 t PREPARED FOR 30" 48.6' 28" 48.9' INV. / ' Co � �G � � G C G-- o / $.8 _ s. �D BORTOLOTTI CONSTRUCTION co 000 mo C C k CPi DATE: SEPTEMBER 5. 2018 40 PERC w / Scale: 1"= 20' o C i 51 M/CS M/CS `-' 0 o TH1 LIGHT TH2 0 10 20 30 40 50 FEET 2.5Y 7/6 _2.5Y 7/6 s `'� 9 �w O�� , OF r�q o � g ,P�jHOFhtti s + v�G� Sic off 508-362-4541 ' �y /o DAME-1_ o DANIt✓L,n y ( fax 508-362-9880 S 80°45'40 " '�` �� � rti ^� O wj OJALA A. downcape.com 5 � �, � � Q,IALA 6.86 �I ," CIVIL down cape engineering, inc. > 02 ,, No.�!0180� o 120 41 .1 120" 41 .2 �� FS o�sTe� �� �p civil eng%neerS _ 'S-(� NO GROUNDWATER ENCOUNTERED � -� �'-�v� r '` land surveyors 939 Main Street ( R to 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE 18-305 18-305 BORTO-JOHNSON.DWG