Loading...
HomeMy WebLinkAbout0028 PEONY LANE - Health 28 PEONY LANE Marstons Mills A = 042 - 025 II I . TOWN OF BARNSTABLE 20 r g q0 3 LOCATION 041V Z44 5 SEWAGE U'3,LAGE ASSESSOR'S MAP&PARCEL o2-0.2 INSTALLER'S NAME&PHONE NO. dF- D it?Z SEPTIC TANK CAPACITY )v 0 LEACHING FACILITY.(type (size) NO.OF BEDROOMS OWNER �F_6 �,DO C_D Y!'e y lyies PERMIT DATE:/;�-1/-7/,F COMPLIANCE DATE: /w ^/0/ 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) �►Q Feet FURNISHED BY .lR•e- &A e� ► — n r2 1 a"7 ®p TOWN OF B RNS :%B pw a ,, LOCATION �,..___—SEWAGE # C VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME PHONE NO.� ,6L,/- Rev, c oa 17.3.5 SEPTIC TANK CAPACITYZQ LEACHING FACILITY:(type) 2� (size) NO. OF BEDROOMS ✓ PRIVATE WELL //OR PUBLIC WATER BUILDER OAR JA,,,, 5S Jin.Tb. DATE PERMIT ISSUED: DATE COLIPLIANCE ISSUED: VARIANCE GRANTED: Yes No ,nd No. R ioo a 3 Fee o 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppl tation for Disposal 6pstrm Construction permit Application for a Permit to Construct( ) Repair(14upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. ����®�✓ ® ,� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 0 417 Z,�- 6:!L12ca4�,,*J In taller's Name,Address,and Tel.No.S)9$ 512$-9'13$' Designer's ame,Address,and Tel.No. X., ylT�� ,�rsrdas lyl.//s 0— !� �v�� a�S / P13 Type of Building: Dwelling No.of Bedrooms Lot Size / / Z sq.ft. Garbage Grinder(et-)'-O Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures u Design Flow(min.required) 6 /71 gpd Design flow,provided 0 gpd Plan Date [ dyy �0'/ Number of sheets fir- Revision Date Title Size of Septic Tank Type of S.A.S. Cali OL�--C-4 Description of Soil /°i 2 F/ 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 not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si �irv1/'ed� Date Application Approved by L 'Date+ Application Disapproved by Date for the following reasons Permit No.2,o I k—qu3 Date Issued J No. � __-_-.� Fee�/40 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISIOI f-TOWN OF BARNSTABLE, MASSACHUSETTS Rpplicatlon for Disposal 6pstem Construction Permit ¢ Application for a Permit to Construct( ) _Repair(Vf"Upgrade( ) Abandon( ) ❑Complete System J2 ndividual Components Location Address or Lot No. Z8�e01� /f�J/i� Owner's Name,Address,and Tel.No. P Assessor's Ma /Parcel a 4/2 - 0Z 5� ca/A*J Installer's Name,Address,and Tel.No.fdg-z12 e -q7 3 0 Designer's 4ame,Address,and Tel.No. J65 1_�4 nt!�l4 Y!i + / .�Il ,drSrv�S lyl,//s 6. Type of Building A Dwelling No.of Bedroom 77 Z s � Lot Size sq.ft. Garbage Grinder a Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 1., Design Flow(min.required) yy0 gpd Design flow provided ' j�o gpd Plan Date / /VO'y Z fJ/� Number of sheets 7►-- Revision Date Title Size of Septic Tank AFY p06) Type of S.A.S. Description of Soil - /�/ - 9/ Nature of Repairs or Alterations(Answe'r,when applicable) lr_t4�6Gr i Gr/ Pk rile e, G•-� 2 D 114 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. Si ,l/t -t4Jccr�/'4�Y Date Applicat on Approved by _ �. �. .; Date'_ ' ,71 , I r Application Disapproved by Datel for the following reasons i1 Permit No.2, ��""/d 3 Date Issued 17,1$1 -iol 0 --------------------------------------------------------------------------------------------------------------------------------------- -"--'j THE COMMONWEALTH OF MASSACHUSETTS fi D l d L'S BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) . Abandoned( )by /lJjC Li P-C ewY,VS at #- Z�' /l ecv,,y L n /rf has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No !9-103 dated 1 ZI?,j 7.018 Installer 941-H05 Designer �_& #bedrooms y Approved design flow A n gpd The issuance of this permif shall not be construed as a guarantee that the system wil f cti,nas desiFgnedI J Date �� 1 C1 Inspector ------------- ------------------------------------------------------------------------------------------------------------------------- No.,;?01 q —q-0-3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS d yZ- Z Disposal 9ppstem Construction Permit Permission is hereby granted to Construct( ) Repair(/0'�' Upgrade( ) Abandon( ) System located at rf/ L L 1-7 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. a Provided:Construction must be completed within three years of the date of this permit. — Date 2 Z 1 Zot 8 Approved by i Town of Barnstable Regulatory Services Richard V. Scali,Interim Director aMWffABM 163 � Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: t' /7 / Sewage Permit# �'05.Assessor's Map\Parcel Z_ ZS� Designer: E' jj �, S'. g G� (� � Installer: Address: 9 "dk it-4-11 Address: On ,;Swas issued a permit to install a (date) /(installer) septic system at based on a design drawn by (address) L G'���v eg ►, dated ? i� (designer) i/ 1 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but 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 system referenced above was constructed in ?p ¢ with the terms . of the I\A approval letters (if applicable) �p�1N"" Ass d'� c o� GLEN tics, ZZn o ERIC RINGTON j sta er's Sig ature) " HAR No.1070 p (Designer' ignature) (Affix Designer ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE_WILL NOT BE ISSUED UNTIL. BOTH THIS FORM AND AS- BUILT-CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc N GENERAL NOTES \ / 1. ADDRESS: 28 PEONY LANE, MARSTONS MILLS \N 2. ASSESSOR'S NUMBER: MAP 042 PARCEL 025 \ 3. DEVELOPER'S LOT: LOT #16 2 98 71' 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM ' AN ON THE GROUND INSTRUMENT SURVEY. b Rood 5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. AD 6. NO WETLANDS ARE LOCATED WITHIN 200 FEET OF THE PROPOSED SAS. O s?+�/i.`•`::E E 7. REFERENCE PLAN: PLAN BOOK 448 PAGES 84-88 a o �o Q�<�;i•fi'.:i::?`.:. 8. UTILITIES LOCATED BY DIGSAFE & C—O—MM WATER DEPARTMENT. a ' 3 o N o !^::• =:��.� : ��: 9. THIS DESIGN PIAN 'IS TO BE UTILIZED FOR SEPTIC REPAIR PURPOSES ONLY. v W j::::::::.:..;::.::•; ..:;.. 10. EXISTING SEPTIC COMPONENTS LOCATED IN THE FIELD AND PER AS BUILT. Peon e M A � .. t _ o •.. . SIT w °VtiF CONSTRUCTION NOTES Locus Qo �cq�' :: PAVED:::`::.::.• 1. Contractor is responsible for Digsafe notification DRIVEWAY' J and protection of all underground utilities and pipes. NO SCALE �S.. 2. The septic tank and distribution box shall be set level on 6„ of 3/4 —1 1/2 stone. 3. Backfill should be clean sand or gravel with no 31 X stones over 3" in size. p- 4. This system is subject to inspection during installation by Glen E. Harrington, R.S. oG c"r 5. The contractor shall install this system in accordance SOT 16 with Title V of the Massachusetts Environmental Code and local Board of Health Rules and Regulations. R EA=..1 1 ,37 2±S 6. If, during installation the contractor encounters any co \o 97.63, soil conditions or site conditions that are different from those shown on the soil log or in the design, the installer shall halt installation and immediately notify i Glen E. Harrington, R.S. �O ZIh\�GG O�G� 99.48' 7. No vehicle or heavy machinery shall drive over the N o septic system unless noted as H-20 septic components. 8. Install Tuf—Tite gas baffle or equal on septic tank outlet tee. o I Ike\e`I' B, M , QQo 9. All piping shall be SCH 40 PVC. FF IIII 10. No wells are located within 150' of proposed SAS. o L IIII II �o\\� Q�Vo 11. Provide 1 H-20 DB-3 distribution box and 3 H-10 500—gal. o t 99 chambers by Wi99in Precast or equal. ua I. .... � e% � p �� I 12. Seal septic tank and distribution box connections with mortar including unused knockouts. ol 13. Existing leach pit shall be pumped and removed. Any leachate impacted m W 1 101 © 99.1 O O t . stone or soil shall be removed within 5 of proposed SAS and replaced N �� with soil meeting 310.-.CMR 15.255. 96.56, . `. PROPOSED SEPTIC SYSTEM UPGRADE p `�`�N• `gyp PREPARED FOR ` �� a ` LEGEND GERALDO V. GONCALVES ET UX A SITE PLAN 98.4PROPOSED SAS ® Test Hole Location 28 PEONY LANE 98.......... 3 H-10 500—gal chambers SCALE: 1 = 20 with 4' stone all around In _W— Approximate location (MAR TONS MILLS) BARNSTABLE,- MA water inle B.M.= 100.00 (ASSUMED) 33.5 x 13 x 2 leach trench. iAOFIyAs O N CORNER 0 r H. #2 co� """ 18' Existing contour tGP\' 9C PREPARED BY: O O Ex.1,000 al. H-10 loading o= E Glen E. Harrington, ,R.S. septic tank L CONC. BULKHEAD x 97.6,8' �`, 9 Leda Rose ane 97 T.H. #1..... .. 0�..•••••. .... A I Marstons Mills,' MA 02648 X 96.62' S 1 1 Existing Leach Pit •1 Q Tel: 774-238-1813 OPEN SPOOF OQZ { 1\��f (to be pumped & removed) Email: gharr88®hotmoil:com M�P' SCALE: 1 DRAWN BY: GEH AT 9 NOV 2018 Perk Test Location DATUM: ASSUMED FILE: GoncolvesMM SHEET 1 OF 2 l Existing Dwelling SYSTEM PROFILE, , First Floor Elev.= 101.96' — PROPOSED Not to Scale ` 3 HOLE H 20 ExIstin2 Grade = 99.1' DIST. BOX Finished grade over syster slope away Existin2 Grade = 98't Septic tank covers must be D—Box cover shall be One chamber cover shall be 2"MIN. n.'2"-1/8"-1f2" Double—Washed Stone CELLAR within 6" of finished rode within 6" of finished grade j or geo—textile filter cloth WALL S = 0.02'/ft 9 g within 6" of finished grade Max To of SAS= 95.4' .. S=0.01'/FT EXISTING S=0.01 ft/ft 13' 24• Invert Elev.=94.6' 1000 GAL. SEPTIC TANK 25,. ® ® rm ® ® ® 24" P=96.09' is in H-10 = Bottom of Leach Facility Elev.=92.6' Install Gas IBoffle Ex. = 96.75' or aqua P=96.26' 33.5 3/4"-1%" 'Double—Washed Stone 5' Min. (5.9't PROVIDED) t 6" OF 3/4"-11/2" STONE H— 1 0 Bottom of Te t Hole Elev.=86.68' 6" OF 3/4"-11/2" STONE LEACHING CHAMBERS Design Calculations N One chamber cover shall be. Min. 2"-1/6"-1/2" Double—Washed Stone Number of Bedrooms: 4 Equivalent to 440 Gal./Day within 6" of finished grade or geo-textile inter cloth Garbage Disposal: Not allowed with this design f Peostone Septic Tank Capacity Required: 440 gpd x 200% = 880 gpd. o to C3 C3 C3 e IMMOMM 1 Septic Tank Capacity Provided: Existing 1,000—gal H-10 septic Tank C3 a C3 io to to a za" h Facility Elev. Leaching Capacity Required: 440 gpd x LTAR= 595 SF Req'd Area 4 s 4• LTAR for Class I soil at <2 min./inch = 0.74 gal/sq. ft. 3/4"-116" Double Washed Stone I� 5' Min. Proposed Leaching Structure: 1-33.5'x13'x2' Leaching Trench H—1 0 t Hole Elev/GW Elev. Bottom Leaching Area Provided = 435.5 Sq.Ft. LEACHING CHAMBERS Sidewall Leaching Area Provided 186 sq. ft. CROSS SECTION Total Leaching Area Provided = 621.5 sq. ft. > 595 sq. ft req'd. Leaching Capacity Provided =477 sq. ft X 0.74 gal/sq.ft.=460 gpd. SOIL EVALUATION & PERK TEST #P15791 Date of SOIL EVALUATION: November 9, 2018 Evaluation Performed By. Glen E. Harrington, R.S.. Witness: Donald Desmarais, R.S., Health Agent Excavator: Joseph DeBarros, Joey's Septic Service Percolation Rate:< 2 mpi IN C1, Class I Soil Test Hole Test Hole B No. 1 No. 2 DEPTHI SOILS ELEV. DEPTH SOILS ELEV. 97.68 0 97.5' ' SAS LAYOUT A, LS A, LS ( ' PROPOSED SEPTIC SYSTEM UPGRADE 6" 1OYR3/2 97.10' 4" 10YR3/2 97.17' A Scale: 1 =20 � PREPARED FOR PERK TEST GERALDO V. GONCALVES ET UX loam wson oam wson 24 GALS APPLIED IN PRE—SOAK A-1 = 28'-8" 10YR5/6 10YR5/6 USE <2 MPI FOR DESIGN PURPOSES A-2 = 24'-0" AT 36" 94.68 32" 94.83 28 PEONY LANE 40" B-1 = 60-=0 B-2 = 30'-8" (MARSTONS MILLS) .BARNSTABLE, MA c1 c1 M—C SAND M—C SAND T Q 2.5Y6/4 2.5Y6/4 58„ "` 0 OF S PREPARED°BY: 1 .._:::;: '' '5 o�' �N Glen E. Harrington, R.S. 132" 86.68' 120" 87.5' o .., RI cn 9 Leda Rose Lane No Observed Ground Water No Observed Ground Water c�..,...:;::::;:���� # 0 co Marstons Mills, MA 02648: Soil Evaluation Certification 0.1070 Tel: 774-238-1813 1 certify that on October, 1995. 1 hove passed the soil evaluator Email: gharr88®hotmail.com A examination approved by the DEP and that the analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. GUN L HARR NMM RS SCAL DRAWN BY: GEH DATE: 9 NOV 2018 DATUM: ASSUMED 'FILE: GoncolvesMM SHEET 2 OF 2