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HomeMy WebLinkAbout0034 HORATIO LANE - Health 34 HORATIO RD.,CENTERVILLE A =229 093 1 lll � =J�Q�c�cltQ��� UPC 12534 'Q �� No.22-.�..15� �16 HASTINGS. UN 1 r ' ' P�pFTHE TOk'b Barnstable p� Town of Barnstable � BARNSCABLE. MASS. Board of Health i63q. �0 AlF p 39. 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. May 24, 2017 Mr. and Mrs. Albert Brown 34 Horatio Lane Centerville, MA 02632 RE: 34 Horatio Lane, Centerville, MA A= 229 -093 Dear Mr. and Mrs. Brown, You are granted permission to maintain four (4) bedrooms at your property located at 34 Horatio Lane, Centerville, Massachusetts. The Board of Health held a hearing, as you requested, on May 23, 2017 regarding the number of bedrooms allowed. The Board is in receipt of your letter dated January 20, 2017 and floor plan sketches detailing the layout of your home. Although a disposal works construction permit for the septic system was issued by the Board of Health for only two bedrooms in 1975 which.was completed in 1976, you testified that a four bedroom home was in fact constructed at that time. You also testified the Board of Appeals issued you permission to construct a mother-in-law apartment in 1986, increasing the number of bedrooms from four to five. In 1992 a fire destroyed the apartment addition. The Town then allowed you to rebuild it. However approximately six years later, in 1998, a disposal works construction permit was issued by the Board of Health for only three bedrooms. Recently on February 2, 2017, the septic system was upgraded again, providing enough capacity for four bedrooms. After hearing testimony and reviewing the information provided, the Board voted unanimously in favor in allowing you to maintain four (4) bedrooms at this property. This permission is granted because of the testimony you provided regarding the history of the property and due to the fact that the septic system now has sufficient capacity for four bedrooms. Sincerely yours, Paul J. a ff D.M.D. Q:\WPFILES\Brown 4 Bedrooms Approval 2017.docx I BOH MAY 23, 2017 /° ��, i 3> PQ January20 2017 4D ,.� -.s TO WHOM IT MAY CONCERN: In 1976 we filed for a building permit with the Town of Barnstable for a 2000 square foot house which included four bedrooms. Around 1986 we went before the Appeals Board for a variance to build a mother-in-law apartment addition with one bedroom which was approved and, subsequently, increased the number of bedrooms in our house to five. In July of 1992 we had a fire which destroyed the mother-in-law apartment addition. The Town issued a permit to rebuild at that time which maintained the five bedrooms. After my mother-in-law passed away, we removed the kitchen per order of the Town, leaving us with five approved bedrooms. Since that time we have changed two of the bedrooms in our house making one of them a pantry and incorporating the other with the master bedroom which has now brought our house back to the original amount of four bedrooms. We request that the Board approve for us to have a four-bedroom septic system because our house was built with four bedrooms, and we feel we are grandfathered into that. VV Nancy&Albert Brown 34 Horatio Lane aw-� Centerville l 1 A I I ? CO op < i } CO � O N O N N 3cr i 4 : • N coCL GO C OX 1 ,. ! ��- i_ ��I j i I .._..... _ � _ ._._._ ...- i \.._, f ._ .. 1._._ I . I� t 6'j I(1�.�ll• u .___... ....-. ._..... . .. �..�_...._..._. _.._...I do JL OD p n f p N Fn . V N �4 x ! c� ' v 1 _.. N � f f IY YfV� cn oor 00 Offi OD O 53 CD rn .• w ci _. , - f t if I - f �c co W9 It P N COS, f _.. f i 1 I � i m 6 co _ _,I _. 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Overall Dlm nsions t 58x70 Fe , bfir'%,""-.&°,r'�, � �.�_...«w,....,a»w.,,.»�.r*w =•r.�'ar�R. .»$� � n".... 1 �:.� `� 2,000 Square Feet (�I�/ Ali 1VIAT TRIAL L IST • � � PLAN `NO 3601-A # �r s s , k F fix, An ka':-sa �, V. �• i .;«,a '' #�." # d e. .ssr )¢ M 1 y � �,� w ,^ r= "' 01 Be' tter Homes �l = ardec ...`....,�. �.,:...... r,�. � � r $R"�'.p`a..ax�..,,�:,�.;.�:.e, .. r ..,s,.f«w.a.......... ... .,.�E„1ac .. .. _ a ... �'ym '[.X, ,t•...�....:,.,. x7..._ ,.. .... .,. ,. �. __. .......- ve �JN/J 0 CA- �D34 S - -7-1(0 -59,Z�3 ��oy �'bu��. h�au>n � C��� � co m Crocker, Sharon From: Nancy Brown <nancyb/66888@gmail.com> f�Gyly� i i Sent: Thursday, April 13, 2017 4:17 PM To: Crocker, Sharon Subject: Re: 34 Horatio Lane, Centerville Good afternoon Sharon, I would like to respectfully request that our meeting before the Board of Health be changed from April 25th to May 23rd. , -- Thank you. F ' Y Nancy Brown 508-776-5203 wF i sd � ��� sa� 3 Crocker, Sharon .w� 'l From: Crocker, Sharon ��' Sent: Tuesday, February 07, 2017 11:23 AM To: nancyb66888@gmail.com' Subject: FW: 34 Horatio Ln, Cent - BOH Hi Nancy, Acknowledging receipt of your request. I will move you to April 25, 2017 Board of Health meeting. Thank you. Sharon Crocker -----Original Message----- From: Nancy Brown [mailto:nancyb66888@gmail.com] Sent: Tuesday, February 07, 2017 11:09 AM To: Crocker, Sharon Subject: Good morning Sharon, I would respectfully request that our meeting with the Board of Health scheduled for February 28th be changed to April 25th. Thank you. Nancy Brown 34 Horatio Lane Centerville, MA 02632 1 TOWN OF BARNSTABLE ,}OCATION 4 t/U ,4 SEWAGE# 20 l — DO VILLAG ASSESSOR'S MAP&PARCEL? INSTALLER'S NAME&PHONE NgfAe4/A( ?1 L 1570 5-- SEPTIC TANK CAPACITY Io Uo LEACHING FACILITY:(type); U 4ryi iCS (size) �.r'1X NO.OF BEDROOMS 3 OWNER PERMIT DATE: 34 1 COMPLIANCE DATE: Z— — 7 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 J � 2 t3' a1 .2��� _•� �� 3l, Z►s Qct tie --� No. G 7 THE COMMONWEALTH OF MASSACHUSETTS FEE �v . � ,� ,*+ BOARD OF HEALTH 16M&I O F Yt2A 1 APPLICATION FOR DISPOS -L'SYSTEM CONSTRUCTION PERMIT Application fora Permit to Construct ( ) Repair Upgrade ( ) Abandon ( ) - ❑Complet 41 e System ❑Individual Component c3!y /*)1A4q'R 9 6 Nye L ati e Owner's Name f ap/Parcel# Address alone# jqY Installer's Name Designers Name Ad dre �°`d dress �] 5 -m 59 7� 6C8- 65d T T Telephone# '� fry zTelephone# Type of Building: Q�F f?,A?,All Lot Size v 1<3- , Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.re uire gpd Calculated desi n flow gpd Desig ow ovidet�© gpd Plan: Date `- Number of sheets O Revision Date , Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator o Date of Evaluation f, " DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigne agrees to install the above described Individual ewage Disposal System in accordance w'th the provisions of TITLE 5 and further gees not to pl ce the sys In in opera' n unfit '$cafe of Compliance has been 'ssued by a Board of Health. Signed 1 Date,-, Inspections FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No.C THE COMMONWEALTH OF MASSACHUSETTS FEE /w BOARD OF, HEALTH OF APPLICATION FOR DISPOS &`SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Component r3y 44962T f, N1�46y 90�)-q 'Z L atioq_5 r Owner's Name lap/Parcel# Address / t# oneG4/ )Lq / X5 Installer's Name Designer's Name . �.✓T�� d /G� LJ Jdress �w.� Telephone# Telephone# 'A�+ Type of Building: Lot Size,0t43 K Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures "aw Design Flow(min.re uir gpd Calculated desi n flow gpd Desig ow ovide ® gpd Plan: Date �. Number,of sheets Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation I z DESCRIPTION OF REPAIRS OR ALTERATIONS r" The undersigne4 agrees to install the above described Individual swage Disposal System in accordance with the provisions of TITLE 5 and further rees not to pl ce the sy )m in opera' n until rti�icate of Compliance has bee issued by the Board of Health. Signed Date / Zo ZO/ Inspections V FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. � TKE COMMON EA�LTH OF MASSACHUSETTS FEE � BOARD OF HEALTH CYRTIFICATE OF COMPLIANCE Description of Work: Individual Component(s) ❑Complete System The undersigned hereby certif that the Sewage Disposal System;Cons ucted( ),Repaired graded( ),Abandoned( ) by: c w'�"f� CtX4 G,-If zk)�✓ at 1+0010 has been installJd in accordance with the provisions of 3 0 CMR 15.00 (Title 5) and the approved designplans/as-built plans relating to�ppp,11'ca�tion No '`( dated � Approved Design Flow 3 C) (gpd) ( Installer i JW - Designer: i/` t"L Inspector ( la / Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. � THE COMMONWEALTH OF MASSACHUSETTSllo�" VAX�� FEE / Gv BOARD OF HEALTH DISPOSAL SYSTEM CO S CTION PERMIT Permission is hereby n d toMok_bbRe air ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit Ni t 'G®� dated 63//9 Provided: Construction hall be c mpleted within three years of the date of this per 't.A 1 al conditions must be met. Date �� Board of Health, FORM 2 - DSCF DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARREN'm PUBLISHERS- BOSTON TRANS.NO.: CITY/TOWN: APPLICANT: ADDRESS: DESIGN FLOW: gpd REVIEWED BY: DATE: N/A OK NO GENERAL Legal boundaries denoted 310 CMR 15.220(4)(a)] Street, Lot,tax parcel number and lot number noted on plan[310 CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) 310 CMR 15.220(4)] Easements shown[310 CMR 15.220(4)(b)] System located totally on lot served[310 CMR 15.405(1)(a) for upgrades]- i not, a variance is required 310 CMR 15.412(4)] Location of impervious surfaces(driveways,parking areas etc.) 310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220(4)(01 daily flow septic tank capacity(required andprovided) soil absorption system(required andprovided) whether system designed for garbage grindei North arrow [310 CMR 15.220(4)(g)] Existinp,and ro osed contours 310 CMR 15.220 4 Location and log of deep observation holes(existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and(i)] Location and date of percolation tests(performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator 310 CMR 15.220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address Sheet 1 of 7 N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k)] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed,in 310 CMR 15.211 and any catch basins located within 50 ft. 310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located[310 CMR 15.220 4 m if water line cross see 310 CMR 15.211 1 1 Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR15.220(4)(o)] Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate(two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405 1 k Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system 310 CMR 15.220 4 Materials specifications noted? [various sections of 310 CMR 15.000 System components not>36" deep(unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] J Address Sheet 2 of 7 N/A OK NO SEPTIC TANK Size OK? [310 CMR 15.223(1 Inlet tee located ten inches below flow line[310 CMR 15.227(6)] Outlet tee 14" or 14" +5"per foot for increase ft.depth [310 CMR / 15.227(6)] t/ Outlet tee with gas baffle or approved filter 310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees(no less than liquid depth) 310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5))or permitted for upgrades under LUA[310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers(inlet and outlet must be 20" or greater)- middle access at least 8" b 7/07 310 CMR 15.228(2)] Access to within 6 " of grade -one port for systems<I 000gpd, two fors stems>1000 gpd 310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR / 15.228(2)] V > 10 ft from building foundation 310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? 310 CMR 15.226(3)] Setbacks from resources 310 CMR 15.211 Multi-Compartment Tanks Required when other than single-family dwelling or flow>1000 d 310 CMR 15.223 1 b First compartment 200%daily flow; Second compartment 100% daily flow 310 CMR 15.224(2) and 3 "U"pipe through or over baffle, outlet of each compartment with as baffle or approved filter 310 CMR 15.224(4)] Address Sheet 3 of 7 ,a N/A OK NO BUILDING SEWER AND OTHER PIPING Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line(when water and / sewer cross, see 310 CMR 15.211(1)[1] ✓ Cleanouts required/provided? 310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable / 310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches / and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] ✓ Siphonproblem/ leachfield below pump chamber Endca s or vent manifoldspecified? Size and orientation of discharge holes specified?(not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h Materials specified (310 CMR 15.251(5) specifies various pipe types allowed DISTRIBUTION BOX Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" 310 CMR 15.232 3 Inside minimum dimension 12" [310 CMR 15.232(2)(b Minimum sum 6" 310 CMR15.232 3 e Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] PUMP CHAMBERS Capacity(emergency storage above working=design flow)? [310 CMR 231 2 Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE 310 CMR 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible)' Alarm floats -alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. 310 CMR 15.231(6) and(8)] ]OF/ Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed?Provided? [310 CMR 15.221(8) Address Sheet 4 of 7 a r N/A OK NO SOIL ABSORPTION SYSTEMS (SAS)GENERAL Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240 1 Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed 310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR 15.240 13 Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] GALLERIES,PITS,CHAMBERS 310 CMR 15.253 Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be tograde) 310 CMR 15.253(2)] Aggregate I'minimum-4' maximum. [310 CMR 15,.253(1)(b)] 2' sidewall credit maximum 310 CMR 15.253 1 a In bed configuration, inlet every 40 s . ft. 310 CMR 15.253(6)] TRENCHES 310 CMR 15.251 Width T minimum 3'maximum 310 CMR 15.251 1 b 100 feet-maximum length 310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever greater 3x if reserve between trenches 310 CMR 251 1 d Situated along contours [310 CMR 15.251(2)] Breakout OK? 310 CMR 15.211(l)[41 and Guidance Document BED SAS (Maximum size of bed or field 5000 d) minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' 310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address Sheet 5 of 7 A 'y N/A OK NO DID THE PLAN INVOLVE Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] y If used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document Inspections once per year(systems<2000 gpd)or quarterly (>2000 d)good to note on plan[310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255 3 ? Impervious barrier and/or retaining wall? [Guidance Document] Impervious barrier installation must be supervised by designer 310 CMR 15.255 2 Retaining wall must be designed by Registered Professional Engineer 310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? 310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 2 e Gravelless System[I/A Approval Letters] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Alternative Septic System[IIA Approval Letters] Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance Variances Are the variances listed on the plan? [310 CMR 15.220 (4)(g)] z I RLS Stamp necessary on plan if a component is within five feet of property line 310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414 Address Sheet 6 of 7 i c N/A OK NO Nitrogen Sensitive Areas Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 -also refer to Policy regarding upgrades of.such existing systems] Is the system proposed on the same lot as served by private well? 310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216 1 Miscellaneous Pumping to septic tank? [ 310 CMR 15.229] Shared System 310 CMR 15.290 v Address Sheet 7 of 7 Commonwealth of Massachusetts Executive Office of Energy&Environmental Affairs Department of Environmental Protection One Winter Street Boston,MA 02108.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner APPROVAL FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Infiltrator Water Technologies,LLC. P.O.Box 768 6 Business Park Road Old Saybrook,CT 06475 Trade name of technology and model: High Capacity chamber, High Capacity H-20 chamber', Quick4 High Capacity chamber, Quick4 High Capacity HD chamber, Quick4 Plus High Capacity chamber (8- inch invert), Quick4 Plus High Capacity chamber (13-inch invert), Standard chamber, Quick4 Standard chamber, Quick4 Standard HD chamber, Quick4 Plus Standard chamber (5.3-inch invert), Quick4 Plus Standard chamber (8.0-inch invert), Quick4 Plus Standard LP (Low Profile) chamber. (3.3-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (8-inch invert), Infiltrator 3050 (Storm Tech SC-740) chamber, Equalizer 24 chamber, Quick4 Equalizer 24 chamber,Equalizer 36 chamber, Quick4 Equalizer 36 chamber, Quick4 Equalizer 24 LP(Low Profile) chamber(6 inch invert), and Quick4 Equalizer 24 LP (Low Profile) chamber(2 inch invert) (hereinafter the"System"). Schematic drawings of the System and a design and installation manual are a part of this Certification. This approval allows the installation of the above identified chambers without aggregate. . Transmittal Number: X259183 Date of Revision: February 19,2015,modified June 12,2015 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department.of Environmental Protection hereby issues this Certification to: Infiltrator Water Technologies, LLC., P.O. Box 768, 6 Business Park Road, Old Saybrook, CT 06475 (hereinafter "the Company"), for General Use of the System described herein. The sale, design, installation, and use of the System are conditioned on compliance by the Company, the Designer, the Installer and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. June 12,2015 David Ferris,Director Date Wastewater Management Program Bureau of Water Resources This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617.292-5751.TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www.mass.gov/dep- Printed on Recycled Paper Infiltrator Chamber,Infiltrator Water Technologies. Paget of 6 Approval for General Use—June 12,2015 I. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1: Chamber Dimensions Dimensions Invert Model W x L x H Height Inches Inches Equalizer 24 15 x 100 x 11 6 Quick4 Equalizer 24 16.x 48 x 11 6 Quick4 Equalizer 24 LP 6-inch invert 16 x 48 x 8 62 Quick4 Equalizer 24 LP 2-inch invert 16 x 48 x 8 2 Equalizer 36 22 x 100 x 13.5 6 Quick4 Equalizer 36 22 x 48 x 12 6 Standard Chamber 34 x 75 x 12 6.5 - Quick4 Standard 34 x 48 x 12 8 Quick4 Standard HD 34 x 48 x 12 8 Quick4 Plus Standard(5.3-inch invert) 34 x 48 x 12 5.3 Quick4 Plus Standard(8-inch invert) 34 x 48 x 12 8 Quick4 Plus Standard LP 3.3-inch invert 34 x 48 x 8 3.3 Quick4 Plus Standard LP 8-inch invert 34 x 48 x 8 83 Infiltrator 3050 or StormTech SC-740 51 x 85.4 x 30 22.254 High Capacity Chamber 34 x.75 x 16 11 High Capacity H-20`Chamber 34 x 75 x 16 11 Quick4 High Capacity 34 x 48 x 16 11.5 Quick4 High Capacity HD 34 x 48 x 16 11.5 Quick4 Plus High Capacity 8-inch invert 34 x 48 x 14 8 Quick4 Plus High Capacity(13-inch invert) 34 x 48 x 14 135. 1 This approval allows the use of the high capacity H-20 chambers but makes no determination as to the chambers meeting the H-20 loading requirements.. 2 Includes Infiltrator MultiportTM invert adapter attached to the side of the end cap. 3 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-One 8 Endcap. 4 Only systems installed with this invert height shall be allowed to use the effective leaching area associated with this model in Table 2. 5 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-One 12 Endcap. - 2. The System is an open-bottom leaching unit molded from polyolefin resin. It can be installed without aggregate or distribution pipe as an absorption trench or as a bed or field. I f the System i s i nstal I ed wi th stone aggregate then the "Eff ec ti ve Leaching Area" in Tables 2 and 3 is not applicable, and must be designed in accordance with the provisions of 310 CNM 15.000. Infiltrator Chamber,Infiltrator Water Technologies. Page 3 of 6 Approval for General Use—June 12,2015 3. The total effective leaching area for any Chamber Model shall be calculated by multiplying the Effective Leaching Area per square foot of chamber times the total length of chamber from end cap to end cap including end caps. 4. For new construction or upgrades,the applicant can size the System in a trench configuration,using the effective leaching areas presented in Table 2. Table 2: Effective Leaching Area in Trench Configuration for New Construction and Remedial Sites' Effective Effective Model Leaching? Leaching Area Area SF/LF SPLIT Equalizer 24 3.76 N/A Quick4 Equalizer 24 3.90 N/A uick4 Equalizer 24 LP 6-inch invert 3.90 N/A Quick4 Equalizer 24 LP 2-inch invert 2.78 N/A Equalizer 36 4.73 N/A Quick4 Equalizer 36 4.73 N/A Standard Chamber 6.53 N/A Quick4 Standard 6.96 N/A Quick4 Standard HD 6.96 N/A Quick4 Plus Standard(5.3-inch invert) 6.20 N/A Quick4 Plus Standard(8-inch invert) 6.96 N/A Quick4 Plus Standard LP (3.3-inch invert) 5.65 N/A Quick4 Plus Standard LP 8-inch invert 6.96 N/A Infiltrator 3050 or StormTech SC-740 N/A 6.71 High Capacity Chamber 7.79 N/A High Capacity H-20' Chamber' 7.79 N/A Quick4 High Capacity 7.93 N/A Quick4 High Capacity HD 7.93 N/A Quick4 Plus High Capacity(8-inch invert) 6.96 N/A 2uick4 Plus High Capacity(13-inch invert) 7.93 N/A '. Effective April 21,2006,310 CMR 15.251(1)(b)maximum trench width is 3 feet. '.Effective leaching area is equal to 1.67(bottom width+(2x invert height))for Systems 3 feet or less in width. $. Effective leaching area is equal to 1.0(3 +(2x invert Height)) for Systems with a width greater than 3 feet. 9.The maximum trench width allowed to calculate effective leaching area is 3 feet. 5. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Tables 2 or 3, or additional reductions in soil absorption system may be allowed. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. r a Infiltrator Chamber,Infiltrator Water Technologies. Page 4 of 6 Approval for General Use—June 12,2015 6. For new construction or an upgrade,the applicant can size the System in bed or field configuration,using the effective leaching areas presented in Table 3. Table 3: Effective Leaching Area for Bed or Field Configuration New Construction and Remedial Sites Effective Model Leaching10 Area SF/LF Equalizer 24 2.09 Quick4 Equalizer 24 2.23 Quick4 Equalizer 24 LP (6-inch invert) 2.23 Quick4 Equalizer 24 LP 2-inch invert) 2.23 Equalizer 36 3.06 Quick4 Equalizer 36 3.06 Standard Chamber 4.73 Quick4 Standard 4.73 Quick4 Standard HD 4.73 Quick4 Plus Standard 5.3-inch invert) 4.73 Quick4 Plus Standard 8-inch invert 4.73 Quick4 Plus Standard LP (3.3-inch invert) 4.73 Quick4 Plus Standard LP 8-inch invert 4.73 Infiltrator 3050 or StormTech SC-740 7.10 High Capacity Chamber 4.73 High Capacity H-20` Chamber 4.73 Quick4 High Capacity 4.73 Quick4 High Capacity HD 4.73 Quick4 Plus High Capacity 8-inch invert) 4.73 Quick4 Plus High Capacity(13-inch invert) 4.73 10 Effective Leaching area is equal to 1.67 times bottom width only. 7. When the System is used with a secondary treatment unit approved in accordance with 310 CMR 15.284 or 15.288, additional reductions in soil absorption system may be allowed. In these situations the reduction in the SAS cannot-exceed the maximum allowed under the secondary treatment units approval. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284, II. Special Conditions 1. The System is an approved Alternative Chamber for use as an Alternative Soil Absorption System. In addition to the Special Conditions contained in this Approval,the System shall comply with the"Standard Conditions forAlternative SAS with General Use Certification and/or Approved for Remedial.Use" (the t 1 Infiltrator Chamber,Infiltrator Water Technologies. Page 5 of 6 Approval for General Use—June 12,2015 'Standard Conditions'), except where stated otherwise in these Special Conditions. 2. New Construction This Certification is for the installation of a System to serve new construction or an existing facility with a proposed increase in flow, for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction, as provided in Paragraph 6 in section II Design and Installation Requirements of the Standard Conditions. 3. Remedial Site This General Use Certification also applies to the installation of a System for the upgrade or replacement of an existing failed or nonconforming system,provided that the facility meets the siting requirements for upgrades, as provided in Paragraph 7 in section II Design and Installation Requirements of the Standard Conditions 4. The System shall be exempt from the minimum inlet spacing requirements of 310 CMR15.253. 5. The System shall have a minimum of one inspection port through the top of one of the chambers. The inspection port shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. When the System is installed in trench configuration,then the system shall comply with these requirements: a) Length(each trench) 100 feet maximum(310 CMR 15.251(1)(a)); b) Width(each trench)2 feet minimum to 3 feet maximum(310 CMR 15.251(1)(b)). -Chambers greater than 3 feet wide,when specifically approved, are subject to other Special Conditions and limitations; c) The minimum separation distance between any two trenches shall be two times the effective width or depth of each trench, whichever is greater, or where the area between trenches is designated as reserve area,three times the effective width or depth of each trench, whichever is greater(310 CMR 15.251(l)(d)); d) The effective leaching area shall be calculated using the bottom area and a maximum of two feet(per side)of side wall area for each trench(310 CMR 15.251(1)(e)); e) Trenches shall be situated, where possible, with their long dimension perpendicular to the slope of the natural soil. Where possible they shall follow the contour lines(310 CMR 15.251(2)); f) Trenches constructed at different elevations shall be designed to prevent effluent from the higher trench(es) flowing into the lower trench(es) (310 CMR 15.251(3)); g) The area between trenches may be designated as system reserve area only where the separation distance between the excavation sidewalls of the primary trenches is at least three times the effective width or depth of each trench, whichever is greater(310 CMR 15.251(4)) -Chambers greater than 3 feet Infiltrator Chamber,Infiltrator Water Technologies. Page 6 of 6 Approval for General Use—June 12,2015 wide, when specifically approved, shall be separated by three times the actual width and are subject to other Special Conditions and limitations; and h) Effluent distribution lines exceeding 50 feet in length shall be connected and venting provided in accordance with 310 CMR 15.241 (3 10 CMR 15.251(11)). 1 7. When installed in trench configuration, approved Alternative Chambers greater than 3 feet wide: a shall be installed with a minimum separation distance between any two trenches of two times the actual width of the chamber, or where the area between trenches is designated as reserve area, three times the actual width of the chamber; and b) shall only be entitled to a maximum effective width of 3 feet for the purposes of calculating total effective leaching area. 8. When installed in a bed or field configuration,the System may be installed without distribution piping, but must comply with the following requirements in 310 CMR 15.252: a) the use of leaching beds or fields is restricted to systems with a calculated design flow of less than 5,000 gpd per leaching bed or field(3 10 CMR 15.252(1)); b) the maximum length of chambers in series shall be 100 feet(3 10 CMR 15.252(2)(b)); c) separation distance between adjacent beds/fields shall be ten feet(3 10 CMR 15.252(2)(f)); and d) the effective leaching area shall include only the bottom area,not the sidewalls(3 10 CMR 15.252(2)(i)). 9. For Systems constructed in fill and installed, the System shall be installed as specified in 310 CMR 15.255 Construction in Fill, except the minimum 15 foot horizontal separation distance to be provided between the soil absorption area and the adjacent side slope shall be measured horizontally from the top of the chamber. 10. The System is exempt from 310 CMR 15.287, specifically items: (5)requiring written notification of alternative system prior to property transfer, (6)need for a certified operator, (9)need for an operation and maintenance contract with an operator and(10)deed notice requirement. I Nancy Brown and Roy Brown as the owners of 34 Horatio Lane, Centerville, MA, known as lot 93 on map 229 acknowledge the use of Infiltrator 3050's produced W by Infiltrator water Technologies, LLC for the septic system designed. by David B. Mason, RS and shown on the septic design plans dated December 27, 2016 and a revised date of January 5, 2017 for the aforementioned address. I have been provided the approval for general use letter from Massachusetts DEP, David Ferris, Director of the Wastewater Management Program, Bureau of water Resources, dated June 12, 2015, the owner's manual if available, and the O&M Manual associated with the use of the 3050 chambers. And, I take responsibility for the use and care of the proposed system and units. Nancy and Brown Date® 1 -17 .. . ............ -n z C3) 0 7' CCO) co o M ca) N 104 0 N) h (0 ......... ......... ........ 00 " " 0 ............. -n ------- ............ -4 1 t'+ , + _' ........... C) C) rb .......... 44 ` C:> 4h. 0)6 _L w ........... 4h. 4. U) i m I -"k ............ __j.. . .......... ...... .......... ...... Ln In 00 C) f'J 6 cn 0 (D CD CD 0 i .. ......... .......... IL L .......... -7' ............ ........... ........... woo C? (D Z ........... _It . ...................... 1-Nd-LI -6- 6 ­4 m (D CD -J. W j (j' i CD 0 N O cNi 9 N O _.._.. COco __,...a,... _t.. I f ` i I _ l � N m E , r ; w Ow # i � _ \ I — Ul I i I go I ! I u .n OD O CON ee Mkj1 1p _ 1 E IY,F 4.. cn rn t Town of Barnstable �IMME Regulatory Services ; Richard V. Scali,Interim Director snerrsTAst� MAN. Public Health Division i63y. ♦0 off' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: i Sewage Permit# Assessor's Map\Parcel Designer: >Qji r? Installer: ,L CW Address: � � Address: COR11�, On 11����W C"'"d✓I d was issued a permitto install a (date) (installer) septic system at based on a design drawn by (address) _9 mk A_ J dated (designer) 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. 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 IF niiance with the terms of the IAA approval tters (if applicable) Q4 �. 4i \y DAVID �y C (Installer's Signature) (NIASOPI �; wj No.toss Z:1, X A- �G1$TE�E (Designbes Signature) (Affix Desi i;,:,•,� p Here) 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. QASeptic\Designer Certification Form Rev 8-14-13.doc McKean, Thomas From: McKean, Thomas Sent: Thursday, December 11, 2003 4:21 PM To: Mcauliffe, Paulette Cc: Weil, Ruth Subject: Amnesty Applications F.Y.I. There were two amnesty septic questionnaire/applications forms received recently. The questionnaires/applications could not be approved due to the following reasons: • Roy and Nancy Brown, 34 Horatio Lane—REASON: Located inside a nitrogen sensitive area designated by DEP, restricted per 310 CMR 15.214, State Environmental Code, Title 5, septic system capacity designed for bedrooms. Lot size is only 0.39 of an acre. However, counted six to seven bedrooms on submitted floor plan. Five rooms were labeled as"bedrooms"on the submitted plan, one room was labeled as"future guest room," and another room was labeled as"den." The homeowner was notified by telephone that the application could not be approved and I advised her of other options, specifically the options regarding removal of doors to rooms and widening doorways to five feet. The applicant responded that her husband is a contractor and that she will consider those options in the future. • Ann Condon, 7 Woodvale Lane- REASON: Too many bedrooms and rooms considered as bedrooms, according to bedroom definition with State Environmental Code, Title 5. Three rooms were labeled as bedrooms, one room was labeled as a"study" and another as an "office with a possible double opening." There is limited capacity within the existing septic system. The existing leaching pit is only 6'X 4' and was designed for a total of three bedrooms (not 5). This applicant was informed of this information by telephone on December 11, 2003 and was provided the option of increasing the size and capacity of the septic system to accommodate the total number of bedrooms at her property. [NOTE: This property is not within a nitrogen sensitive area and is not restricted in regards to wastewater discharge.] 1 Town of Barnstable P.#_ /�Zz� ' Departinent of Regulatory Services Public Health Division Date �� 00 j MA89. ie39 200 Main Street,Hyannis MA 0260I Date Scheduled Z 7 Time�JL, Fee Pd._ Soil Suitability Assessment for Sewage Disposal Performed•By: � I 6�0 Witnessed By:_2)/y 4�_ J GE RAL INFORMATION Location Address 2tH1. .1, Owner's Name tl 4 li1Jv Address Assessor's Map/Parcel: ` ?;a'"l Engineer's Name-P. �t w',/� NEW CONSTRUCTION 'PAIR EPAIR vim-� � Tcle hone# Und Use Slopes(96) Surface Stones Distances from: Open Water Body ft Possible Wet-Area ft Drinking Water Well ft Dralhage Way i ft Property Line _ ft Other ft SIMTCHI(Street name,dimensions of lot,exact locations of test holes&pare tests,locate wetlands in proximity to holes) I i t I Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: - Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONALEIGH WATER TABLE Method Used: Dpth Observed standing in obs.hole: In. Depth to soll mottles:,: In.' pth to weeping from side of obs.hole: In, Groundwater Adjustment fr. Index Welt# Rending Date: Index Well Imvel Adj4hetbr, Adj.C)routldwater•lxvel.._ l PERCOLATION TEST bate _ Tins._____. Observation Hole# Tine at 9" _ Depth of Pere -i-'-L— Time at 6" � Start Pro-soak Time 0 1 Tima(9"•6") End Pro-soak Rate Min./Inch " t Site Suitability Assessment: Site Passcd 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,you must first notify the, Barnstable Conselrvation Division at least one(1)week prior to beginning. Q:\SBPTIC\PERCFORM.DOC ��, l DEEP.OBSERVATION HOLE LOG Hole# Depth from Soli Horizon Sall Texture Shcl Color Sall. Other Surface(In.) (USDA) (Munsetl) Mottling (Stnucture,Stoned;Boulders. • o rslstcncy.%'l3uayoll 0—ri Ir ' i � Z • DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Solt Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, C 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 pervio s to terial exist in all areas observed throughout the area proposed for the soil absorption system? If not what is the depth of haturall occurring per Ious matorlal? p y Certification I certify that on I� (date)I havepasse'd the soil evaluator examination approved by the Department of Environ ental Protection and that the above analysis was performed by me consistent with . the r %uired training,ex d x rIence described in10 CMR 15.017 Signatur Date lti Zal Q:ISBPT1LVHltCPORM.DOC � tA�75itKIAA.R'L�TA��!li't$ tNf�:It1d�A/1M1�'+61YtThl ►+.�an�ry�;�+ .� �►�� r:�,.;,3 �+�n_ tall � ltt.S�__... .�... ,QMt+e:k. ::tx� U�+ ?►C3 Y".7C1 � P pep*4 &"~Tpi ems! .'�•d. r_ `. ._ FeA4AAnr#qA; _ - MantwtlAlM�� fat arMq..u�,:-wW,...�a.��_.__...._ *gP*t.�:�+y .r.. _.�•� __,, Nrrt�ratarwe�rt�+r�l /,«r.�_-_..�•��►�r�*�.�:.....�P..__.__.._ t+Mwar, raw No- ter.. *. w Town of Barnstable Health Inspector' 0ftHE t r Office Hours °r'o Regulatory Services 8:00—9:30 Thomas F.Geiler,Director 1:00—2:00 saxrrsTMBLE, : Only `""M Public Health Division �AID NIA A,�� e. E Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 c� .1 AMNESTY PROGRAM APPLICANT— SEPTIC QUESTIONNAIRE 1. General Information: �� 09-3 Address: J 4 Map a parcel J Name: —o q 6- taA -Va j� Phone #: `7 (o JS;Z 2a. How many bedrooms exist at your property now? Y '2b. Are you planning to add any bedrooms? no If yes, how many? 2c. How many bedrooms total are proposed at this property(including the amnesty unit)? 2d. Please include a copy of the floor plans for the entire property- showing the existing rooms in the home plus the proposed amnesty apartment and/or addition. Please label each room clearly on the plans. r ,.3. 'Is the dwelling connected to public sewer? YES or',[ NO l`� I If the dwelling is connected,to public sewer skip:'.A stions 4`=9 below. 4. Location of dwelling is INSIDE or OUTSIDE a Zone of Contribution to public supply wells? 5. Is the dwelling connected to an ONSITE WELL or to PUBLIC WATER? 6. Isra disposal works construction permit on file? /v/74 YES or NO 6a .If yes,how many bedrooms were approved according to this permit? Bedrooms. 7. Were any building permits obtained for construction of additional bedrooms? lle,5 YES NO 8. Is there an engineered septic system plan on file at the Health Division? ES r NO 9. Has the septic system been inspected by a DEP certified inspector within the last two years? YES . or NO ------------------------------------------------------------------------------------------------- ----------------- pFOR OFFICE USE ONLY TO BE SIGNED BY A HEALTH INSPECTORIAGENT ONLY The Public Ht lfha Division has no objection to bedrooms at this property. Signed: Date: Inspector(Print): Q;/health/wpfiles/amnestyapp TDJnnIR b n 4�� � o-' -:� �o fl cu] ��1.,,, >9 �ff Sl eQ 0�3q � "I a /o( ^ �J �- 1 � C,��-. • __ `UCH- 1 ;���;� � CQ b CD I J r� lob- C" Town of Barnstable Planning Division Staff Report Brown -Appeal Number 2000-69 Special Permit or Use Variance - Section 3-1.1(1)Principal Permitted Uses Date: August 03, 2000 To: Zoning Board of Appeals Approved By: J e Et en, Interim Director Art Traczyk, Principal Planner Applicant: Roy Brown Property Address: 34 Horatio Lane,Centerville, MA Assessor's Map/Parcel: 229-093 Area: 0.39.acre Zoning: RD-1, Residential D-1 Zoning District Groundwater Overlay: GP Groundwater Protection District Filed:June 15,2000 Hearing:August 16,2000 Decision Due:September 23,2000 Background & Review: The locus of this appeal is a 0.39 acre residential lot, developed with a one-story 4 bedroom single-family dwelling of 2,784 sq.ft. living area. According to the Assessor's records, the dwelling also has an unfinished three-quarter story area of 784 sq.ft. and a basement garages. The property is located on Horatio Lane,just off Pine Street in Centerville. The site is within the RD-1 Zoning Districts which is one of the four zoning districts in the town that does not permit a Home Occupation by Special Permit. The applicant is seeking relief to allow an existing home occupation-a contractors office-.to remain. The application cited section 3-1.1(1)A- Principal Permitted Use , Single Family Dwellings. The use of the home as an office was brought to the attention of the Building Division. Upon submittal of an application a Special Permit form was used. Staff discussed the application with the applicant, and it was determined to advertise this as both a Special Permit and as a Variance. The RD-1 does not permit a Home Occupation by Special Permit, and if relief is necessary, it may have to be in the form of a Use Variance Additionally, there may exist the option to seek a Variance to Section 3-1.3(3), Conditional Uses to Allow for. a Home occupation Special Permit and then to issue that permit in accordance with Section 4-1.4(c), Home Occupation by Special Permit. According to the application, the office use is limited to a 200 sq.ft. area within the home. Mr. Brown's letter to the Board, which accompanies the application states:, • the office was in use in the home from 1983 to present., • no retail activity is involved, • no customer visits, a some sub-contractors do visit the office to pick up[work]orders and drop off bills, and • one van, with signage is parked at the home. In Appeal 1993-006, the Board previously granted a Family Apartment Special Permit to the Locus. Staff does not know if this permit was executed, nor if the apartment still exist in the home. Variance Findings: In consideration for the Variance,the applicant must substantiate those conditions unique to this lot that justify the granting of the relief being sought. In granting of the Variance the Board must find that: • unique conditions exist that affect the locus but not the zoning district in which it is located, - TO OF BARNSTABLE ` C LOC ` D SEWAGE # VILLAGE ( �� Pyt/�ICr ASSESSOR'S MAP &LOTa�" INSTALLER'S NAME&PHONE NO. e E W / AC V2V a 1/01 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) J05 (size) NO.OF BEDROOMS BUILDER OR OWNER 0 CR.» PERMTTDATE: COMPLIANCE DATE: 9 d 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 . I 5_. 7' - r W 1✓ � g -� TO OF BARNSTABLE ` `D SEWAGE # VILLAGE �,�-�o�Pyv�Ilr ASSESSOR'S MAP& LO �" INSTALLER'S NAME&PHONE NO. / �!1_C 0'2�I SEPTIC TANK CAPACITY LEACHING FACILITY: (type) O 5 (size) NO.OF BEDROOMS BUILDER OR OWNER 04 PERMTTDATE: COMPLIANCE, DATE: d 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 1 ©b 40 F i v t No. Fee S THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Application for mi"Upgrade tern Con5tructfon Permit Application for a Permit to Construct( )Repair andon( ) ❑Complete System ❑Individual Components Location Address or Lot No. t l/F Owner's Name,Address and Tel.No. 35, �/} c /y'�`Cf l ^ 'Assessor's ap yl ^_3 Iiio v3v?O(-Z,) ( ( Installer's N Address,and Tel.No. ,!� 1,,03 Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Naaturne/of Repairs orAAlltteratiVs(Answer when applicable) J&V Gnle © Oak 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 al Signed Date Application Approved by — Date Application Disapproved for the following reasons Permit No. Date Issued .-... „ r'.. _... A,F�l '_" • •� ... .. ....r�1...:�....., .., ', ... - "m-^-i--.�.+.*`�;-.,..-_ ...t.^-e. ..a...r!` _...i.i1.-• ... •_. ,+*-n N_ _ '1:..sw.'r.../iG. .., � 5 No. ! .rW... Fee s THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for 3Df9;po!5ar tem Cow6truction Permit Application for a Permit toiConstruct )Repair( pgrade( )#Abndon( .) ifl,Complete System O Individual Components Location Address or Lot No //f Owner's Name,Address and Tel.No. Assessor'�ap/Pael 3 �io ©� � 'Vr ( Installer's NarvAddress,and Tel.No. Designer s Name,Address and Tel.No. Type of Building:`. Dwelling ,.Igo.of Bedrooms _ Lot Size sq.ft. Garbage Gander( ) Other t Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures t*-, Design Flow gallons per day. I culated daily flow gallons. Plan Date Number of sheets " Revision Date Title Size of Septic Tank ' Type of S.A.S. Description of Soil Nature off R pairs or Alterraatiops(Answer when applicable) 6sj/1 D Gd-Y, J Date last inspected: Agreement: The undersigned agrees to er'4sure'ihe construction and maintenance of tEe:At,6re 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 'y thi -aid all Signed Date Application Approved by ' ' — Date Application Disapproved for the following reasons Permit No. Date Issued / THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTII ,tat the On-site Sewage Disposal System Constructed( )Repaired (0- Tpgraded( ) Abandoned( )by G'�/ f`- ../,c 4C F i'' at ,! f has been constructed in accordance with the provisigrts pfTitle 5 and the for Disposal System Construction Permit No. 9 "Z 5 dated Installer R>_ lt-4101 S —Designer Te 60 /fZ The issuan e of thi uarante permit shall not b c strued as a e that the system w'll function as desi ned. Date ��/ g Inspector y g Fee N'. //V__?i7 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mi5pogaf *p5tem Construction Permit Permission is hereby granted to Construct( )Repair( U rade( )Abandon( ) F System located at '4� ?�i' U C 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 this pepnit. Date: Approved by r- t NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A - .UISI'OSAL WORKS CONSTRUCTION PERMIT (WITHOUT ENGINEERED PLANS) i hereby certify that the application for disposal works by me dated construction permit signed /9�concerning the property lo cated at 3 Gig n� ° meets all of the following criteria: 1 ;' a There are no wetlands located within I oo feet of the proposed leaching facility e . There are no private wells within 150 feet of the proposed septic system There is no increase in now and/or change in use proposed ` e There are no variances requested or needed. If the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the proposed leaching facility will DR[be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation. Please complete the following: A)Top of Ground Elevation(according to the Engineering Division G.I.S.map) ._ B)Observed Groundwater Table Elevation(according to Health Division well map DATE: lkob4 SIGNED LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system.Also if the licensed Installer posesses a certified plot plan. this plan should be submitted). 9• health folder:cert J ---------- 1 ' {*'C�e`�/. 1`� r 'i' � �is � I..K,.�� �✓s �,h„ {{ F�. �rj� �b`�Y :'R e .h t LOCATION ' SEWo,C;E PERMIT MO. 9 73 / /wZ —STD ` VILLAGE IWSTALLER 5 1 &ME ADDRESS 5UIL,DER 5 Q &"F— P, ADDRESS DIaTE PERMIT ISSUED '- �. D ATE COMPLI &KiCE ISSUED : i � l �I� ..� a , ,� — �G .l --- 4d .� �" �� .' .`:��, No.. .` -T_�_.__... F�x...l .................. "jam THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH G'Lt�L�.......OF.......... .... .. ..................... 4� Appliration -for Uiopootti Works Tottotrurtiott PPrutit Application is hereby made for a Permit to Construct (VI"or Repair ( ) an Individual Sewage Disposal System at tl �i Q_ .... t!11L........5 ------------------------- ...................... ..................................... Location•Address or Lot No. >% r �' /yawn) _ C' ,�Ts� .... % ...... e-w IS po m=.. Own r Address W L / =i ti a �_ = ........:.......::.... ----- - ---•---------------- ----- Installer Address UType of Building Size Lot--. .......Sq. feet Dwelling—No. of Bedrooms------------------------------_----_-Expansion Attic (/Vb Garbage Grinder (/ ) a4 Other—Type of Building ---------------------------- No. of persons-----____. ................. Showers ( ( ) — Cafeteria ( ) a' 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. 3 Seepage Pit No--------------------- Diameter-------------------- Depth below inlet___________-.-_--•_• Total leaching area-.-_-.----.---____sq. ft. z Other Distribution box ( ) D o s i n to k ) p' !� — 7 a Percolation Test Results Performed by---Z01 ------ c am............. Date- ----------------------------------- Test Pit No. 1----------------minutes per inch Dept of Test Pit-.-__________-___--. Depth to ground water.-.---.----_.-_.--..---- G14 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water------------------------ -------------------- ;;,---�-----�-// -------- O Description of Soil--- :-if/_ "'y �y --------- 1-�a "------------ w -------------- ------- ------------- --------- ------------------------------------------------------------------------------------------------------•------------------------------------------------- V Nature of Repairs or Alterations—Answer when applicable................................................................................................ -----•-----------•----------------------------------------------------------- -----------•-----------•---•-------------------------------------------------•--------------------•------•------- ...... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b ��ssue by F e board f health. / igne --• ••-- .••-- � ^ . " . Date Application Approved By....... ..� --------- .....................- --�'- — J Date Application Disapproved for the following reasons:--•---------------•----••--------- ;---•-------•--------------........._..........._......-•-•---------------•. -----•---------------------•------------------------------•-•-•--------------------------•-•--------•------------------------------•-.----••-------------•---------------------------.--------------•--- � Date PermitNo----------------------------------------------------._.. Issued-• { - ................ Date THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA -5� 1 No.......... C�� F�$......1C1....... ...... THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH ✓L" .......OF............. ...�.1..r� GIB-G-! 1�-..:. ............... 'Appliratiun -fur 1%ivatial Works Tonfi#rurtion Prrniit Application is hereby made for a Permit to Construct (1/)or Repair ( ) an Individual Sewage Disposal System at: L,1�� l.�t�C' l�� s �� Location•Address _ or Lot No. .........''.-A---•- .r'.�sJ�.t-'• ST..........l�s Own r Address w / rtL Installer Address UType of Building Size Lot....L.7-(!L�C)-------Sq. feet Dwelling—No. of Bedrooms--------17-------------------------_--..._.Expansion Attic (/U� Garbage Grinder ( / ) aOther—Type of Building -__-.--.-_.-------.-.-_- No. of persons....-Z ................. Showers ( l ) — Cafeteria ( ) dOther fixtures ..................................................................................................................... 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 '-' Percolation Test Results Performed by.----!<-Z ..':_ !U�..- u" -f'-_'G ?. ' ................. Date..../------•------/-•-•---•------••------ Test Pit No. 1................minutes per inch Depth of "Pest Pit-------------------- Depth to ground water.....................--. 44 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water...-..-----------------. a' -----------------••-----•-•-----------•-•-------• _c ---•--- ------•---••-•------ Description of Soil --•-------------- --------•-•---•----•--------------------------•----------------- ---- ------------ --•------------ . ' .0 - i •----•--------- ....................... W x ----------------_---- ------------- ---...------------------------------------------------------------------------------------------------------------------------------------------------------------ U Nature of Repairs or Alterations—Answer when applicable................................................................................................ -------------------------------•--•-•------------------•------------------------------•----.----••-•-----•-------•-----------.......----------.......-------•-•-----•--•------------•--•--------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has I been issue by the board f health. • ...Signed .......................... -------------- Date Application Approved By----- 1 ....i��J....C-!L t = � 7 � Date Application Disapproved for the following reasons:---------- ....................... ..................................... . --------------------------------------•----------------------•-----•--•------.-•--••---•----------•----...-------------•-----------•-•------------------...-------------•------------------------.----- Date PermitNo----------------------•-••-----•--••----•••-••---------• Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD ZZ ALTH ......:........................... ..O F........ .................................................. Trrtif iratr of O.Ompliaurr �- THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by------•----------------------------------------------------------------------------------------------------------------------------•-------------------------------------------•------------------- Installer at /�, •4!,�la h i > ✓`v... =-------- ------------- ........ / ' 1' 1 has been installed in7ccordance with the provisio1qszof��rt cl�:LX-t<VTfi&S—f&`g,i'ilt'rv'Cade-/a"described in 9(e application for Disposal Works Construction Permit ................ /dated...,/ )-z. ...< .-...7_�"......... THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......................................................-------•----••------•--- Inspector................................................................................... THE COMMONWEALTH OF MASSACHUSETTS �y BOARD OF HEALTH � ... ..: ! ........ - J �� ._.j_, t -y.. .... No......................... FEE...... DinVoiitt1 Norkii C ou trnr#ion rrutit Permission is hereby granted---------------------------------------------------------------....------------.........-----•--------.....-----••••--..•... to Construct ( or Repair ( ) an Individual Sewage Disposal System at No. ------ - --------� ------------------ -- f �� - --------- ------- - ' -� C. �,•r / ��'1.t2;e�, j/ -sue: f �J'Vr eet�u i/ a<_Lea. as shown on e application for Disposal Works Construction/Permit No�✓ - - /r-------- ------ C �.� ..-t--. �Yr............................. Board of Health�,J DATE.----------•-•6-----=---. .-..... - FORM 1255)HOBBS & WARREN. INC.. PUBLISHERS 6 "Q •' �< 1 16 h� ,r � oro- 3i'+ �� C�Y I S-7 Al / C r S/LL zz-6K _FEET •4aov-x Pp.4D PLOT' PL. AIV LOCAT/ON SCA/-6 _ : � _L7.4T& ICJ _c� "8 '4s 5i-10uvN %ry tom'L_,4N _Boo e 58, P,n G E 0 7 WILFRED ,r 1-162E$y CEVT/FY TNA T T/-IE cXi,57-- $ F. -; /NG FOUNDAT/ON /-0C-4T/ON tS0-1Z,P.E tAYLpR 45 5" OWAI.4AvD_ CO.t/. -OZ.yWIrst '4 THE 81-1/1-DI VC, 3ETl3�iC�PE.�J(�i2EME�/7 �hU SU OF rl'/4- TOWN OF BA Ix QEG• N�7 J UQ t/ YOQ LB20WJ/ i -26o CQo EGL i T.aYGo2 CO��' B Gt/.000Ir1/ST. Y.4/a'MO UT�/�.�'T MA. �;r�f ,9771, �,�}�O vN OF BARNST--AB E LOCtA j"M VILLAGE Leak—Llb ASSESSOR'S MAP Cz LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) �� (size) f NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DAT-t9.-PERMIT ISSUEDz DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No t4FQ &Y -5,0i Ao OD ,vi¢j-'S. ti k . 1_ - loo,040 i f �. 34'_+� VAV ` 8� ,AOC /07: wn,FWD 144.10d ery Czj'T/F y r"A T Txv6 zx4v r ,VG rO4hVD,47"/OA/ LC4 OT/QrV /S ►TAYUW 0'SA OW 0V /A _PAS...�.^0A-A,0 AIt powN -26U *Zdar IMP ` ASSESSORS MAP _._. -._._._-----.__ PARCEL TEST I-IOL_E LOGS�.� C I) The inslrillalion shall corni7� wlih 'I'ille V au'l •fowu ota�Inj�{.�(rud ot. -� SOIL EVALUATOR: w� �• YVo"'t 1lealth Itegnlalions. FLOOD ZONE : /tr0� �9 / ' -- WITNESS :_/gin�'1 _ 2) The installer shall verify the location of utilities, sewer inverls and septic REFERENCE: 1� 1 Qclk--"'` Z4,5 7 7 f Q I7/ DATE: components prior to installation and selling Lase elevations. PERCOLAT ION UJE: 3) All gravity septic piping to be 4 inch Sch ,10 PVC at 1/8" per foot. 'Dine first f���y. �1b�2 ��t� � � ��C., two leet oout' of the d-box to (lie icc,ching shall be level.4) This plan is not to be utilized for property line determination nor any other TH- I TH-2 purpose other than the proposed system installation. 4 5) All septic components must meet Title V specifications. 6) Parking sluall not be constructed over I I10 septic components. 7) The property is bounded by property corners and property lines. 8) The property owner shall review design considerations to approve of total y �s design flow and number of bedroorns to be considered for design. Receipt LOCATION MAP of payment for the plan and installation based on the plan shall be deemed approval of the design flow by the owner. 9) The existing leaching or cesspools shall be pumped and filled wilh material per Title V abandonment procedures. Those within the proposed SAS shall be removed along with contaminated soil and replaced with clean sand per ef3 y . �� Title V specs. 10)System components to be 10 feet from water Iine. Sewer lines crossing the �z� water line shall be sleeved with 4 inch SCII 40 PVC wilh ends grouted if applicable. The proposed SAS is being installed below the water service line. The line is to be sleeved as aforementioned and maintained in place. SEPT I C SYSTEM DESIGN 11) If garbage grinder exists it is to be removed and is the responsibility of the owner to �-nsrire such. FLOW ESTIMATE 12)The installer is to take caution in excavation around tine gas line ifsnch ; 22, exists. hEQROOMS AT GAL/DAY/BEDROOM -�J/U GAL/DAY 13)`fire installer shall verify the location, quantity and ele✓aiion of the sewer lines exiting the dwelling'prior to the installa(ion. SEPT i C TA JK -� 14)'I'his plan is representative only that a system can fit on a property rireeling ' l� d Tille V requirements. r�6L/DAY x 2 DAYS - GAL USE IDUDGALLON SEPTIC TANK (I 1 f SOIL ABSORPTION SYSTEM o '�X `{�i�l'J� ���7.� �I BUJ x r� ��.��� c7 OAVIL\ 6`�; O F SIDE AREA. _ r MAsorl " E BOTTOM AREA: �loi�(o ?� IDNZCvX 4r-1L 35,-- oq' _ v p No. lou Gg SEP �I C SYSTEM SECTION 41ov �OPV64uvz, "t4 ,�� Ljd 1110, L 1�6 IL f r� L� I ODO GAL —4 F,1 SEPTIC TA C 6�,K1�M b.l(.T I-IL� b,b6r' ' 02 6' -10._A1 SITE AND SEWAGE PLAN t — LOCATION : "ID t 1 �i �► PREPARED FOR : � °h Aa .LlIO I� SCALE : i r w 1 DAV I D B . MASONP DATE : �Z Z Zol z DBC ENVIRONMENI-AL DESIGNS s EAST SANDWICH . MA W DATE HEALTH AGENT � ( 508 ) 833- 2177