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HomeMy WebLinkAbout0536 SHOOTFLYING HILL RD - Health (2) 536 Shootflying Hill Road Ce�:te�vi�le A= 191—020 SMEAdj ko.?r968WR UPCIMU onNed com • Nede to M I' O January 20, 2009 Town of Barnstable Board of Health 200 Main Street Barnstable, MA 02601 LgC�OgQQp© ' Re: , Variance Request ©N1G��IQ17Qa� 536 Shootflying Hill Road G.A.F. Job.No. 08-7291 Dear Members of the Board of Health: Attached please find a Sewage:Disposal Design Plan and application for 536 Shootflying Hill Road. On behalf of the owner; Joan Remmes-Foy, we respectfully request that the Board of Health grant the•following variances. Variances Requested pursuant to 310.CMR 15.405 .. , . Local Upgrade Approval: 1. Section 15.211 Setbacks Required: The soil,absorption system shall be'10:feet from property lines. 4 , Provided: The soil absorption system is.to be 5 feet from'the street line. Variance to Local Regulation Required: The soil absorption system shall not be located within 100 feet of a watercourse. Provided: The proposed.soil absorption.system,is to be constructed 51.feet from the watercourse. These variances are necessary to upgrade the failed system at this location. This:dwelling ' w - was constructed in 1954 and contains 3 bedrooms:The property,is identified on Assessors Map 193 as Parcel 29 and contains 17,424+/- s:f. The existing system is R approximately 30 feet from.Wequaquet Lake and may be within or very near the water table, The new system is proposed to be 51 feet from Wequaquet Lake and will be almost 7 feet above the water table. I spoke with Mr. Robert�Burgmann, P.E., Barnstable Town Engineer, on.January 9, 2009 regarding.the status of.the proposed sewer extension in the 'Lake Wequaquet area.,He stated that-this is a high-priority area and•they are continuing with the design-of this project and would hope to have this project started within 5 years 266 MAIN sT. depending,on economic conditions. ` WAREHAM,'MA If-you have any'questions regarding the above,please contact me. 02571. 4 Sincerely, . TEL 508.295.G600' G.A.T. Engineering,Inc.FAX 508.295.8634 �. A Brian R. Grady, R.S. gaf@gaf-eng.com Cc: Joan Remmes-.Foy K H:\DOCUMENTS\Secl\WINWORD\7200\7291-REMMES-FOY\LTRTO BOH 1-15 09;doc' O January 21, 2009 Town of'Barnstable Board of Health 0 200 Main Street Barnstable, MA 02601 Re: Variance Request Qq�Oq©QG�O 536 Shootflying'Hill Road ©MG'3�IQ�'71>G'3© G.A.F. Job;No. 08-7291 Dear Members of the Board of Health: Attached please find a Sewage Disposal Design Plan and application for 536 Shootflying Hill Road. On behalf of the owner, Joan Remmes-Foy, we respectfully request that the Board of Health grant the followmg=variances.. Variances Requested pursuant to 310 CMR 15.405 . Local Upgrade de Approval 1. Section 15.211 Setbacks Required: The soil absorption system shall be 10 feet from property-lines. { Provided: The soil absorption system is to be 5 feet from the street line.' Variance to Local Regulation 7 Required: The soil absorption system components,shall not be located within A 00 feet - of a watercourse. . n Provided: The proposed,soil absorption'system is to be constructed 51 feet from.the g . watercourse. The proposed septic'tank/pump chamber is to be constructed ro . 36 feet from the,watercourse. These variances are necessary:to upgrade the failed system at this location. This dwelling was constructed in 1954 and contains 3 bedrooms. The.property is identified on _ h . Assessors Map 193 as Parcel 29 and contains 17,424 +/- s.f. The existing system is approximately 30 feet from Wequaquet Lake and may be,within'or very near the water table. The new system is proposed to be 51'fe&t from Wequaquet Lake and will be almost 7 feet above the water table.I spoke with Mr. Robert Burgmann, P.E., Barnstable Town , Engineer, on January,9, 2009 regarding the status of the proposed-sewer extension in the Lake Wequaquet area:-He stated that this is a high priority area and they are continuing with the design of this project and-would hope to have this project started within 5 years 266 MAIN s T. depending on economic.conditions. -• .If you have any questions regarding the above please contact me. WAREHAM, MA 02571 I ' Sincerely; TEL 508.295.6600 G.A.F. Engineering,Inc. FAX 508.295.6634 Brian R. Grady,R.S. % Cc: , Joan Remmes-Foy gaf@gaf-eng,00m H:\DOCUMENTS\Sect\WINWORD\7200\7291-REMMES-FOY\LTR TO BOH 1-15-09.doc /* F It- � 0 v-&oft JA N 2 0 2009 G_A_F_ ENGINEERING, INC 266 Main Street Wareham,MA 02571 Tel: (508)295-6600 Fax: (508)295-6634 E-mail: gafeng@verizon.net LETTER OF THQNSWTQL TO: Barnstabl e Board of Health FROM: Brian R. Grady, R.S. DATE: 3/18/09 PROJECT: 536 Shootflying Hill Road JOB NO: 7291 RE: Plan Submittal WE ARE SENDING YOU ®Attached ❑Via:Regular Mail ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 1 3/16/09 Checklist 1 3/17/09 Check#7940-$50.00 1 Bouyancy calculations 1 8/29/08 DEP General Use Approval Letter 3 3/16/09 Sewage Disposal System Design Plan-1 original THESE ARE TRANSMITTED as checked below: ❑ For approval ❑Approved as submitted ❑ Resubmit pies forc6pproval ® For your use ❑Approved as noted ❑ Submit cod for di9Nibution; ❑ As requested ❑ Return for corrections ❑ Return corre ed prinlS , ❑ For review and comment ❑ ❑ For bids due ❑ Prints returned after loan to us COMMENTS: COPY TO: Brian R. Grady, R.S. Town of Barnstable t3nitivbTABi.�, < p,� Board of Health 200 Main Street,-Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. March 9, 2009 Mr. Brian Grady, R.S. G.A.F. Engineering, Inc. 266 Main Street Wareham, MA 02571 RE ,536 Shootflying Hill Road, Centerulle A 193-029 Dear Mr. Grady, You are granted several conditional variances on behalf of your client, Joan Remmes-Foy, to construct an onsite sewage disposal system at 536 Shootflying Hilt Roads, Centerville. The variances granted are as follows: Section 360-1, Town of Barnstable Code: The leaching facility will be located 51 feet away from the watercourse, in lieu of the one-hundred feet minimum separation distance required. Section 360-1, Town of Barnstable Code: The septic tank/pump chamber will be located 36-feet away from the watercourse, in lieu of the one- hundred feet minimum separation distance required. 310 CMR 15.211: The soil absorption system'will be located only five feet away from the property line, in"49U of the ten feet minimum separation distance required. These variances are granted with the following conditions: r (1) No more than three (3) bedrooms maximum are authorized at this r property. Dens, study rooms, offices, finished attics, sleeping lofts; and. similar-type rooms are considered "bedrooms" according to the MA Department-of Environmental Protection. Q:\WPF[LES\GradyRemmes2009..doc f 1 . (2) The septic system shall be installed in strict accordance with the revised engineered plans-dated February 19, 2009. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised• plans dated February 19, 2009. (4) The dwelling shall be connected to public sewer when it becomes available. The applicant was provided the option. of partially constructing, the system by installing only a larger-sized septic tank at this time. The septic tank would act as a temporary holding tank. This option was provided because the Town has been planning to install public sewer in this area sometime in the future. These variances are granted .because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of the lake. It Js the opinion of this Board that the proposed new soil absorption system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincere yours, Way M.i er, - Chairma QAWPF1LES\GradyRemmes2009.doc DATE: r 0 FEE: I BAItNSTABLE.MASIL ���39. �,�' REC. BY (� Town of Barnstable SCHED. DATE: Board of Health ?C4 200 Main Street, Hyannis MA 02601 APPIOL, Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION // c L Property Address: ('0 Assessor's Map and Parcel Number:— Size of Lot: Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON f Name: l)Cz�' p�IMIM S �i Name: Address: 7 { L A Address: AC/(,11; S1. LU L;r-et,,o,, O 5-7W .AAA 0207 Z, e_ Phone: �'Z7 - ' G? l�7 'l, _ Phone: CD VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more sp ce needed Wilt NATURE OF WORK: House Addition 173❑0000 House Renovation [YRepair of Failed Septic Sy em Er p Checklist (to be completed by office staff-person receiving variance request application) rn Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C t 1q . APPLICANT: �1 ADDRESS: DESIGN FLOW: gpd REVIEWED'BY: DATE: N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street,Lot,tax parcel number and lot number noted on plan [3.10 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 ents) [310 CMR 15.220(4)] U I nts shown [310 CMR 15.220(4)(b)] located totally on lot served [310 CMR.15.405(1)(a) for V14401 s]- i not, a variance is re uired 310 CMR 15.412(4 ] logn of impervious surfaces (driveways,parking areas etc.) R 15.220(4)(d)ocaton 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)] S stem Calculations [310 CMR 15.220(4)(0] daily flow septic tank capacity (required andprovided) soil absorption system (required andprovided) whether system designed for garbage grindet North arrow [310 CMR 15.220(4)( )] Existing 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 1-5.103(3) and 310 CMR 15.220(4)(n)] 3 Location of every water supply,public and private,,[310.CMR / v 15.220(4)(k)] 14 Address Sheet 1 of 7 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 15.0001 System components not> 36" deep(unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b) Address Sheet 2 of 7 Size OK. [310 CMR 15 nlet tee located ten inches below Tfor 10 CMR 15.227(6)]utlet tee 14" or 14" " per foot increase ft depth [310 CMR 15.227(6)] Outlet tee with as 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 d th) 310 CMR 15.227(2)] �filet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5))or permitted for L 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<1000gpd, two fors stems>1000 gpd f310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 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 15.211J Required when other than single-family dwelling or flow>1000 g 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 i _ - 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 15.25.2(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) 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)(01 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)] . 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)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] Address Sheet 4 of 7 Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR -15.240(1)] Required separation togroundwater? 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(l)[4] and Guidance Document] Wi 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 1'minimum-4'maximum. 310 CMR 15.253(i) b ] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6)] Width 2' minimum 3'maximum [310 CMR 15.251(1)(b)] D I 100 feet-maximum len h [310 CMR 15.251 1 a ] r Minimum separation 2x effective depth or width whichever eater(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)[4] and Guidance Document] 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 t '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] 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 dgood 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 15.25 5(3)? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer[310 CMR 15.255(2)(b)] 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)] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface 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 I 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 co y of a maintenance z Are-the variances listed on the plan ? [310 CMR 15.220 (4)( )] 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 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 ] Pumping to septic tank? [310 CMR 15.229 Shared System [310 CMR 15.290 Address Sheet 7 of 7 a L L 6�jS, ✓� Al r TRANS. NO.: CITY/TOWN: Gi APPLICANT: J-U A) ADDRESS: 6-36 [bll Road DESIGN FLOW: �330 gpd REVIEWED BY: tj r ("fii DATE: N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot,tax parcel number and lot number noted on plan [310 f✓ CMR 15.220(4)(u)] 1� Locus Provided [310 CMR 15.22 4 t) Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for / components) [310 CMR 15.220(4)] 1/ v Easements shown [310 CMR 15.220(4)(b)] V ✓ System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if 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 s stemn�components an reserve areas. [310 CMR 15.220(4)(e)] to (zl u� f& System Calculations [310 CMR 15.220(4)(fl] daily flow v W.A se tic tank ca acity(re uired and rovided) o ✓ ` -Awl soil absorption system (required andprovided) AW. whether system designed for garbage grinder fit/ North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] ✓ Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(44)(h)] Names of soil evaluator and BOH representative [310 CMR /v 15.220(4)(h) and(i)] V 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)] `7 Observed and Adjusted groundwater(method for adjus en - given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] (PG�rc'f lG. Address (N� I �G(JaCi Sheet 1 of 7 NJA 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 su ly 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 VAS/ located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR v 15.220(4)(m) (if waterline cross see 310 CMR 15.211(1)[1]) Profile of system showing invert elevations of all system �v 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)] V v Stamp of Registered Land Surveyor(required if construction t/ 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 1 t� 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 v 15.0001 System components not> 36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] Address Sheet 2 of 7 ,1 N/A OK NO �RQ IM ^xwe . . r ,s ��:a�'S" "�-5, v»•v., .»�xi '� 'r. 1� j :x^' a 1 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)] 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)] t� 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" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, two for systems >1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] VL1 Zw of cry. �( H-20 Where appropriate? [310 CMR 15.226(3)] ✓ ` Setbacks from resources [310 CMR 15.2111 4�.xaa� z `� "v IP�=rfIn 3�� I1 S ��( m° MA a . .,:� a. a �xx..n« ,wr�.e..iF.� Required when other than single-family dwelling or flow>100) /iool� d[310 CMR 15.223(1)(b)] / O� 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 gas baffle or approved filter [310 CMR 15.224(4)] 0 3 [JA Address Sheet 3 of 7 d N/A OK NO wr _•xce .,ara4kttnnxsu� aNzuni+ccawY;.��*�tn Located at least ten feet from any water line? [310 CMR 15.222(2)] If I Disposal piping at least 18" below water line (when water and It V IV sewer cross, see 310 CMR 15.211(1)[1]) "M_ Cleanouts re uired/ rovided ? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] v 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)] 1/ Materials specified (310 CMR 15.251(5) specifies various pipe.typ es allowed) 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)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] v Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] V 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)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ? Provided? /[310 CMR 15.221(8)] Address 5�� �N GT[C/ &a �� �� Sheet 4 of 7 I I c� N/A OK NO NNITS,.. .. x Calculations correct? y 4 feet of naturally occurring material demonstrated? [310 CMR ✓ 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] A ✓ Aggregatespecified 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 L/ within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and ,ry� Guidance Document] .Chambers ¢TN :?s ��>•.:�,.,�. ��.�;,K.��, �� .,�_� r..:e a,�.°..mr �'..sX�- '�..��-�r„w....zn is`i.,a,.�" vr -cE,,�w��a9g'� _,-,rny.,..,� ,;..;r;°t 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 to grade) [310 CMR 15.253(2)] Aggregate 1'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)] ✓ r.. Width 2'minimum 3'maximum [310 CMR415.251(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(1)[4] and Guidance Document] ✓ 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)( ] Bottom area used in calculations only[310 CMR 15.252(2)(i)] Address Sheet 5 of 7 N/A OK NO 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] 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)? hn ervious barrier and/or retaining wall Q [Guidance Documen Impervious barrier installation must be su sed designer [310 CMR 15.255(2)(b)] ,Retaining wall must be designed by Registered Professional V Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] V Breakout requirements met? [310 CMR 15.252(2) and /✓ Guidance Document] d/ At least 5 ft. from impervious barrier to edge of SAS (10 ft. V recommended) [310 CMR 15.255 (2)(e)] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface X ��• �_��a a a Tgkv: "S� e t TiY1J. r/��m�/.e� w� ,, r�'a.,,���'� �` i IN � ��— ,.,' Was DEP Approval Letter provided and/or have you V 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 Are the variances listed on the plan? [310 CMR 15.220 (4)O] RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] W POUI&A New construction or increased flow proposed- [Refer to 310 CMR 15.414] „� 1 'I n- Address � ���UI T( It 9J Sheet 6 of 7 N/A OK NO ry 11k E' '-v � �Is the system in a Designated Nitrogen Sensitive Area(Zone H for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and U ('� 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 ? L/ [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] 3sr�. r ..7 x�ar>fA'�r�d� zSN .4. A'm ., T.�w Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR 15.2901 Address Sheet 7 of 7 Ledge Tank Page 1 of 1 Miorandi, Donna From: Dudley, Brian (DEP) [Brian.Dudley@state.ma.us] Sent: Thursday, March 26, 2009 10:00 AM To: Miorandi, Donna Subject: RE: Ledge Tank Hi Donna, 15.233(2) allows for a tank with a minimum depth of 3 feet for repairs only. It does require annual pumping and reporting to the BOH. Let me know if you need anything else. Thanks, Brian From: Miorandi, Donna [mailto:Donna.Miorandi@town.barnstable.ma.us] Sent: Tuesday, March 24, 2009 9:35 AM To: Dudley, Brian (DEP) Subject: Ledge Tank Hi Brian, Would you be able to tell us if a 1500 gallon "ledge Tank" is approved by DEP. It has 3'Y from the outlet versus the required 4' minimum. I'm thinking it would be under local upgrade approval since it is a repair of a failed system. The staff here just wants to make sure. Thanks! Donna Miorandi Barnstable Health 3/26/2009 � rV ON;MENCAL PROTECTION FENS .. 310�;vIFt: DEp.ART1vI.BNi , I=€ ~ T con ht and rotected against damage 14a r �a�ti :+. All i e joints of the building sewer shall be made water-tight P o.. . 4 P 1 wi pied on the inside to eliminate obstruction of I r a 1 , . (. ) P properly s shall b roots. Poured- type joints shall be ro er y P nically €,� flow. :,. .. , + Y .abilityr ' sewer shall be laid on a compacted firm base. ate. (5) Thehuilding I .' +�� istem soiC . r . , ,of,a x< buildin sewer shall be designed to provide a minimum velocity of sewage flow of two ditton " with a (() The g ment is met when afour-inch �, V = - per second when'flowing full.This require I+I h�, , lurable r feet p g 3 t. p I II I�'If,( ' Z building sewer is laid at a slope of not less than 0.01('/a inch per fo.ot). A slope of 0.02('/a me 41+ thena capacttY s ---- x - ` per foot)is.preferable. ` �fi grade and as nearly as possible in a straight (�) The building sewer shall be laid on a continuous gr practice. heavy { line in accordance with accepted engineering p or an `rc'. k grade, sweeping bends,or a cleanout accessible � { oles;"With metal frames and covers at gr more sewers,;at all I+�I lYl ' ¢ " ' "# -` (8) Manh and shall be provide- the junction df two o eater than 100 feet• letely'-F , �z at the surface of the ground �,,,, Iti '�s comps eater than the I double '� es in direction or a change in grade of the sewers,and at intervals n grathen a vents Chang have an open channel depth equal to or gr exceed 90 ;'; '¢ y .carters the wlated : �, r gravity Sealer manholes shall �+� I+s IVIng-,j x s i b ,• �`° All '� Y he Chan a of direction in each manhole sliallnd the projected ` diameter of the inlet sewer and t g new direction of flow a P J * l � g le between the I II�41, rr r s -ensure (Change of direction is the interior ang 110'1� a y I r+ * sidered as a extension of the original direction of flow.) li e,con „ ierever , 110 I l�l'a suchsas travImg sewer shall be vented through the vent stack or main vent of the building €,,� hes 1I, f �exa pies i4 .,, rr�N (9) The building sew �' �r � a p served by it. No trap shall be installed in the building sewer or building drain. II um o- with the State Plumbing Code,248 ` I:�I below is ldin sewers shall be constructed in accordance ���� 1+9�1 P (10) Ali but g n I s� r NO (CMR 2.00. PA ble,all TanksDtank sr q shall 15 223 Se°tic ca acities: entire ' �¢: (1) Septic tanks shall have the following P t� �w n plans x a single family dwelling unit,a minimum effect hourgs,lwhi hexer of greater, ea ear shall " `4 .a ,` (a) For g. • r ) design flow or a minimum hydraulic detention flow of `� ( liquid ca acity of the tank as measured below the t� €, required.In no case shall the effective P be q gallons. ,ith*the it a Y F outlet invert elevation be less than 1,500 g ��� �r firX $ dwellin unit or whenever When designed to serve facilities other.than a single family g ar�ment tank or IIU� M (b) gall per day or greater,a two comp �` the calculated design flow is 1,000 gtanks shall W�tbahroomfand; ` is shall ;w, - x, nks in.series are required. The design °f nd 310 CMR 15 225 for tanks in series r ,'.• two to ent tanks an rll. t 310 CMR 15.224 for multiple compartment u r r+ At a minimum;.the total,combined effective liquid capacity both tanks in series or o t e all not be less than 1,500 gallons. i9r'I ' e Sea ttc`s stem t r hall be multiple compartment tank shcapacity 1 ' P . IN . nder is proposed or installed,the minimum liquid .. (c) When domestic garbage grinder flow with.a minimum tank size of 1,500 septic.tank shall be 200% of the design eries shall_be=required which meet the parable of the s p or two;tanks in ' 'li 19� `a 1 �' ;5 gallons and a two compartment tank, 'i'nders are prohibited I b Domestic garliage gr s i , r design criterias ecified in 3.10,CMR 15.223(1)( )•T cted irr-aecordance.with 3l R * . P elevatec tank constru ��in-facilities w`htch include anA�s hamsix 213(construction in V-zones). r' bottom,shall 4 • r'`f h measured from the outlet tee invert to the anal the out et tee (2) The liquid depth of the tank, th a minimum depth of three. {� 9 be'a minimum of four.feet, A tank wi or failed systems,pursuant _ ermitted only for upgrade of existing nonconforming I invert may be p gall.the . '. 405 local upgrade approvals),where installation of a tank with a four foot liquid to310CMR.15. ( t feasible and shall be pumped on an annual basis with the results submittedTto the } depth is no P Authority. local Approving to width suction ,I in cross-section shall have a minimum inside]enof all tanks, (3) Tanks which are rectangularb than 1.5 to 1. Round tanks may be allowed. of six feet.The nside width of C "? *f r . ratio of no less :d with referred. " ° measured from the inlet tee to the outlet tee,shall thnto width ratios are p the tank shall be a minimum of three feet. Lang length t , 31.0 CM -519 4/21106 ` � i 53 6 S l r G.A.F.ENGINEERING,INC JOB Job NO. 266 Main Street SHEET No of WAREHAM MASSACHUSMS 02571 S � 508-295�66OO CALCULATED BY /'' DATE �,, ®®� Fax 508-255-6634 CHECKED BY «� C� � DATE gaf.eng@verizon.net SCALE j67 ............ r 15 � .......... :1 i � z is I Js I� l OF . � ' .. t .. i is f a , e tk15001.ft 1 14 2004 10:42 AM 12'-0" r-� - -------------------------------------------------------------------------------r- 1 1 1 i 20" DIA CLEANOUT COVER 3 PLACES 1 1 � 1 1 1 6.-6.. � 1 1 ------------------------------------------------------------------------------- 1 i 1 i 1 i 1 i 1 i 1 i 1 i 1 i i PLAN VIEW PLASTIC 4" TOP (6" H-20) PIPE SEAL PLASTIC 4" DIA ° _ 3„ PIP DIA SEAL INLET ' '�' - SUPPORT BEAMS OUTLET -- - ' --•- •- - - - - - - - - - - - - - - - - - - - - LIQUID LEVEL e SEE NOTE 5 p 4'-9., 3'-8" 3'-5" SHEA 4 4 SECTION VIEW (4'-11" H-20) WEIGHT ITEM NO. TK-1500LB —STANDARD 13,025 TK-1500LBH H-20 14,950 NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN CONFORMS WITH 310 CMR 15.00, DEP v7 /� TITLE 5 REGS, _FOR REPLACEMENT SYSTEMS WHERE A LIQUID LEVEL OF FOUR FEET IS NOT FEASIBLE. NEW ENGLAND 3. ALL REINFORCEMENT PER ASTM C1227-93. CONCRETE PRODUCTS INC. 4. TEES AND GAS BAFFLE SOLD SEPARATELY. LEDGE TANK 5. TONGUE & GROOVE JOINT SEALED WITH BUTYLE RESIN. 1500 GALLON 6. ALSO AVAILABLE IN H-20 LOADING. WILMINGTON, MA (978) 658-2645 -- AMESBURY, MA (978) 388-1509 PAGE 131.5 NOTTINGHAM, NH (603) 942-5668 Map Page 1 of 1 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size ■ Zoom Out ®In y r KT Turn map lave r K r.y I ® 1.= JPG selecting chec Tow Roa F-i Mott + 51.85 a 44.189,r'` + frf ��,, ,�' F i map SH o"XF Y��� ;�.1• L.r'-'` .� .✓ rl Parr 1- E [_j FEM ~ r � ❑ .58 f L.aAe Wequaque# j Nei( Ri water f Z. Ft F.1 Stre Jett Set Scale 1" = 76 lAerial Photos --M MAP DISCLAIMER Copyright 2005-2008 Town of Barnstable,MA All rights reserved.Send questions or comm( BarnstableMA v1.2.3357 [Production] i l http://www.town.barnstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=193029 3/24/2009 e _ Town of Barnstable P#V15el oft _ gyp' Department of Regulatory Services RAMSTASM Public Health Division DMAMa 1679. �� 200 Main Street,Hyannis MA 02601 lFOµA't�' �jf ���'� _ �V l / ;Date Scheduled � Time , F . Fee Pd. Soil Suitability Assessment for Sewage isposal Performed By: Witnessed By: ✓ (U. S L 10. ( c, LOCATION & GENERAL INFORMATION -( Location Address3 � Vr�� t I! R d Owner's Name SOQN w�fyes l R' L r Address 3 OZ 141&1-t'a.)d Assessor's Map/Parcel: I�f 3 2 R w e s art wti.4 O Z?I^O Engineer's Name fYA.v Grd ofy NEW CONSTRUCTION REPAIR G/1-F S i vGere, Telephone# SO6- S=1,000 Land Use 12�s1 40 7-iet( Slo es % Z93`6000 P ( ) Surface Stones 5. Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way - ft Property Line t—2 - ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) L ie QJ eq qu��� -f Q #S36 ►� ro `w� 3�;* Zn 750-Z177 c W r o A- Parent material(geologic) OU'r 1 A7.1/-r! Depth to Bedrock Depth to Groundwater. Standing Water in Hole:-44'2->%�3 L" Weeping from Pit Face Estimated Seasonal High Groundwater V I DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: .1,k E - in, Depth to soil mottles: in, Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index Well#. Reading Date: Index Well level - A41,thctor Adj.Clrouttdwater l evel PERCOLATION TEST Date " 7� Thne.IG' � Observation Hole# - Time at 9" Depth of Perc :��D* Time at 6" j Start Pre-soak Time @ I `IVr Time(9"-6") 21l _ 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,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:ISEPTICVERCFORM.DOC _ DEEP.OBSERVATION HOLE LOG Hole# < Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,%Grvel O_y 01 r6� � z Ll DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.); (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) O —ZY DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Oravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi ten Flood Insurance Rate Man: 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? F� If not,what is the depth of naturally occurring pervious material? _ Certification n I certify that on �1�/ (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 CMR 15.017. Signature di,� 1� : Date l� Q:\S.EFTICVERCFO.RM.DOC r � oF� Town of Barnstable P# Department of Regulatory Services • wwsr.+et�, Public Health Division Date IM3 Mees 200 Main Street,Hyannis MA 02601 Date Scheduled Ttme Fee Pd. AO/ r — Soil Suitability Assessment for Sewage isposal Performed By: Witnessed By: r �U, S s LOCATION & GENERAL INFORMATION J Location Address t'3( r J^I L,-,�, !IZj t/f// R d Owner's Name Soa,v ke�A�,� J `u�( Address 3 UZ 14w,lav d .4 o-e G W 2 5fj�e rf wt,a o Z'790 Assessor's Map/Parcel: �7 3/2 q Engineer's Name R rcA.�l 6zrt9 dy rl•�'s I G�9 F E i vie NEW CONSTRUCTION REPAIR Telephone# 51d&r� o z93 6Gov Land Use lCt Slopes(90) C �" Surface Stones Distances from: Open Water Body�v_.G�ft Possible Wet Area ft Drinking Water Well -' ft Drainage Way ft Property Line ZQ—2-0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) r .D 60 w 1 �� r � 00 / � _ CO ca r 51+001rFLYW G h-11-L 1Z o A-0 Parent material(geologic) OUT- I A'.94 It Depth to Bedrock Depth to Groundwater. Standing Water in Houle: 4-2,>l 3.L L� Weeping from Pit Fdee u Estimated Seasonal High Groundwater //I l:>t 64 ke ill el�C (O� DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: V az 11,b__EL in. Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adi,t'hctor— Adj.dtoundwater Level,, PERCOLATION TEST bete ��/. . ��° Thne.� Observation Hole# Time at 9" r Depth of Perc /%� � Time at 6" Start Pre-soak Time @ ` 'IUr 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 witbin 100' of wetland,you must first notify the. . Barnstable Conservation Division at least one (1)week prior to beginning. Q:\SEPTIMERCFORM.DOC 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) /d Ya.51C 30-32 G M C Sc° 2-<5- l0 DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) • (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% ravel O.-2`( DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con i to c 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. 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 / �7 V (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Signature Date Ili Q:\SEPTIC�PERCFORM.DOC J COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner MODIFIED CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: CULTEC, Inc. P.O. Box 280 878 Federal Road Brookfield, CT 06804 Trade name of technology and model: CULTEC Chamber models: Field Drain Contactors C4; Contactor EZ-24, 100, and 125; and Recharger 180, 280, and 330XL(hereinafter the "System"). Schematic drawings of each model are attached and made a part of this Certification. Transmittal Number: W037676 Date of Issuance: December 17, 2003, revised April 18, 2006,revised July 24, 2006, July 19, 2007,November 2,2007,August 29,2008. 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: CULTEC, Inc., P.O. Box 280, 878 Federal Road, Brookfield, CT 06804 (hereinafter "the Company"), for General Use of the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. August 29, 2008 Glenn Haas, Acting Assistant Commissioner Date Bureau of Resource Protection. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep i:�'a Printed on Recycled Paper a CULTEC Modified Certification for General Use Page 2 of 7 I. Purpose 1. The purpose of this Certification is to allow use of the System in Massachusetts, on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority, or by DEP if DEP approval is required by 310 CMR 15.000. II. 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 Field Drain Contactor C4 48 x 96 x 8.5 3 Contactor EZ-24 16 x 96 x 12.5 6 Contactor 100 36 x 90 x 12.5 6 Contactor 125 30 x 75 x 18 12 Rechar er 180 36 x 76 x 20.5 14 Rechar er 280 47 x 84 x26.5 20.5 Rechar er 330XL 52 x 102 x 30.5 24 2. The System is an open-bottom leaching unit molded from high density, high molecular weight polyethylene (HDPE) with a 3.5 to 4.5 ounce non-woven geosynthetic filter fabric cover(CULTEC No. 410TM). It can be installed without aggregate or distribution pipe as an absorption trench in accordance with the requirements in 310 CMR 15.251 or as a bed or field in accordance with the requirements in 310 CMR 15.252. 3. The use of aggregate as specified in 310 CMR 15.247 is not necessary with the System when installed as a trench, bed or field. When designed with aggregate in accordance with 310 CMR 15.253, the System shall be designed in accordance with Section II item 10. All models also include a Heavy Duty(HD)model for H2O loading. 1 CULTEC Modified Certification for General Use Page 3 of 7 4. The minimum separation between any two trenches shall be as specified in 310 CMR 15.251. 5. The requirement that the Chamber installed in trench configuration as specified in 310 CMR 15.253(6) be provided with inlets at intervals not to exceed 20 feet is not applicable to the System. In accordance with 310 CMR 15.240 (13) a minimum of one inspection inlet shall be installed per system. The inlet shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. For new construction, the applicant can size the System in a trench configuration without aggregate, using the effective leaching areas presented in Table 2. No System shall be designed and constructed with a soil absorption system area of less than 400 square feet of effective area. Table 2. Effective Leaching Area for Trench Configuration for New Construction And Remedial Sites' Effective Effective Model Leaching Leaching Area Area SF/LF SF/LF Field Drain Contactor C4 NA 3.54 Contactor EZ-24 3.9 NA Contactor 100 6.7 NA Contactor 125 7.5 NA Rechar er 180 8.9 NA Rechar er 280 NA 6.44 Rechar er 330XL NA 74 1. Effective April 21,2006,310 CMR 15.251(1)(b)maximum trench width is 3 feet. 2. Effective leaching area is equal to 1.67 (bottom width+(2x invert height)) for Systems 3 feet or less in width. 3. Effective leaching area is equal to 1.00 (3 +(2x invert height)) for Systems with a width greater then 3 feet. 4. The maximum trench width allowed to calculate effective leaching area is 3 feet. 7. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Table 2 above or additional reductions in soil absorption leaching area approved by the approving authority in accordance with 310 CMR 15.284. 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. CULTEC Modified Certification for General Use Page 4 of 7 8. In accordance with 310 CMR 15.240 (6) absorption trenches should be used whenever possible. When the System is installed for new construction without aggregate in a bed or field configuration, as defined in 310 CMR 15.252, the System shall be designed using the effective leaching area for the bottom width presented in Table 3 No system shall be designed and constructed with a leaching area of less than 400 square feet of effective area. Table 3:. Effective Leaching Area for Bed or Field Configuration Effective Model Leaching' Area SF/LF Field Drain Contactor C4 6.7 Contactor EZ-24 2.2 Contactor 100 5.0 Contactor 125 4.2 Recharger 180 5.0 Recharger 280 6.5 Recharger 330 7.2 1. Effective Leaching area is equal to 1.67 times bottom width only. 9. The System, when installed in a bed or field configuration without aggregate on remedial sites, shall utilize the effective leaching areas presented in Table 3 above or additional reductions in soil absorption system area approved by the approving authority in accordance with 310 CMR 15.284. 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. 10. The System, when installed as specified in 310 CMR 15.253: Pits, Galleries, or Chambers, shall have an aggregate base and/or be surrounded by aggregate and shall be sized as specified in 310 CMR 15.253 (1) (a) and (b), effective leaching area is equal to 1.0 times a conventional aggregate system. Effective depth can be increased up to two feet with the corresponding addition of up to 21 inches of base aggregate for the Field Drain Contactors, up to 18 inches with the Contactor 100, up to 12 inches for the Contactor 125,up to 8 inches with the Recharger 180, and up to 3.5 inches with the Recharger 280. No additional aggregate base is required for the Recharger 330. Bottom width can be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate per side. CULTEC Modified Certification for General Use Page 5 of 7 11. When the System is installed as specified in 310 CMR 15.255: Construction in Fill, the finished 15 foot horizontal separation distance, item (2), shall be measured from the top of the chamber. III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use of the System, except those that specifically have been varied by the terms of this Certification. 2. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department and the local approving authority may require the owner of the System to cease use of the System and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 4. The Department has not determined that the performance of the System will provide a level of protection to the environment that is at least equivalent to that of a sewer. Accordingly,no new System shall be constructed, and no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer,unless allowed pursuant to 310 CMR 15.004. 5. Design, installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage generated or used at the facility served by the System shall not be introduced into the on-site sewage disposal system and shall be lawfully disposed of. 2. For new construction, the owner initially shall size a soil absorption'system in accordance with 310 CMR 15.242 to demonstrate that a conventional Title 5 soil adsorption system using aggregate, including a reserve area, can be installed on the site. The owner may than size the soil absorption system for the System. The total area required for the aggregate system, which may include the area designated for the System, and a reserve area shall be preserved and the owner shall ensure that no permanent structures or other structures are constructed on that area and that the area is not disturbed in any manner that will render it unusable for future installation of a conventional Title 5 soil absorption system. 3. The owner of the System shall at all times properly operate and maintain the on- site sewage disposal system. a .J CULTEC Modified Certification for General Use Page 6 of 7 4. The owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. 5. No owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. V. Conditions Applicable to the Company 1. By January 31st of each year, the Company shall submit to the Department a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state known failures, malfunctions, and corrective actions taken for the System as well as the date and address of each event. 2. The Company shall notify the Department's Director of Watershed Permitting at least 30 days in advance of any proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 4. Prior to any sale of the System, the Company shall provide the purchaser with a copy,of this Certification. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of the System,prior to any sale of the System,with a copy of this Certification. 5. The Company shall prepare and provide the Department with an installation manual specifically detailing procedures for installation of its System. The Company shall institute and maintain a training program in the proper installation of its System in accordance with the manual and provide a training course at least annually for prospective installers. The Company shall certify that installers have passed the Company's training qualifications, maintain a list of certified installers, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department. 6. The Company shall not sell the System to installers unless they are trained to install these Systems by the Company. VI. Conditions Applicable to Installers of the System .i CULTEC Modified Certification for General Use Page 7 of 7 1. Each Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Certification. 2. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System. VII. Reporting 1. All submittals of notices and documents to the Department required by this Certification shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston,Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of an annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification, the System, the owner, or operator of the System and the Company. i 4� - ' -a�'.:.&.'?4;K•xYs^ari;:z�.n��Yz.*:ia:Ed�em:w��er9.:a:�"�.ar?x..ti's•:-,.'rx:ciS.,�r�!n.:::'w•�eazm-su.,ua aaS_ 'f#a�^:.k:n-:.+r.�:.w.:xe',r�.:.-.s�.r..+r:...-.r-,:e�.c�.. .::.;s'si'�.aai: �"yA.J�::�M..:is'army:�"^�e.,J^.s.:jEaitP'.:�wwzit laaa.,.�w..::tr.. ..•.••_ � �.1^_ti:�_'+'aysi>+' -:`:x'.--^+�"Y'v-�z'ta;4i-'b'-•.1Waf4:h4..:?.s�fiai%L:C�t'��i''Tlit�>s*a.:;;.:c#S.�'bxasers...s7JY.+!w:nt;e�tR=c.:/.?'..�a+.erg.:v:^riRsNcv!N�us:n."S'.�.o:5at,�..t:;�cu�•Uaer6.. ..._ • ��� III i a c i t �} t t .a^.e.H.:..-s's:�a;..:...:.a,j-...:�xvrr.:...-�:...P*�x:.Y..:c_..: ..ter.: �._..,:..ti .+ .,,,., :. ���_.,...•.. .:....�.., �,w. ... ..-.>..t_ .-,.. f-».��.a. ....-. .. .,..��--a ..:�.o..':�; r...,,...•>�,:r......�v:r _r_,.w��s�.„r_;�..n.tY (P,a 3, t, (n i ?Ik ` f i q 4 �14�a - �s'S+w Ras'S�le.!:3'3.M•i'iJ�M!?T'A-.nnl+3�.av�:QY-J�'a41.b��'?Lh.AivGY.�.9"'+'w�r.�T�CaET 3J+ual:��21:_'.f�/.W.•'++`:SS-Y:3i"�-�j+r.•w:�a.K.�r`-rtib"!'�. -Hi ..,... ?A�Ge ..N�JYr• �+ . a �a � v� 2VV `• -oil S - .._.. • ..,.. !it�hWioSPI`.+'s�rn. ->,�r.......r "••'"�+r..' a J � � 5" DIA. OUTLET(S) - - NUMBER OF ENVIRO-SEPTIC LINES: 2 ENVIRO-SEPTICUL ACH/NG SYSTEM SEWN SEAM) POWER & CONTROL WIRING FINISH GRADE OVER D BOX- 47.0t ORIGINAL &AL GRADE CENTER TO CENTER SPACING:_� THRESHOLD IN P.V.C. CONDUIT TO ELEV.= 39.7 CONTROL PANEL INSIDE CAST IRON FRAME AND PROVIDE RISER AND COVER ELN 48 TO 444 1' COARSE PLASTIC FIBER PERFORATIONS HOUSE. CONTROL PANEL TO GRATE TO GRADE(TYP) TO WITHIN 6" OF FINISH GRADE. 3' SKIMMERS HAVE VISIBLE & AUDIBLE JUCTION BOX DIAMETER OF RISER TO SUIT. 40 GEO-TEXTILE FABRI CHECK VALVES & BALL VALVES HIGH WATER ALARM. DRILL 1/4" HOLE IN BOTTOM FINISH GRADE ELEV.= 39.5 OF PIPE RISER TO SIT 0 1 CROSS SECTION » COMPACTED BASE 36"MAX. 2 NOTES: AND ORGANIC (NOT TO SCALE) 12 AND NOT TO REST INV=42.0 ' SAND MATERIAL TO BE REMOVED FROM 24 MIN. OPENING & ON PIPING. INV=41.5 � DISPOSAL AREA PRIOR TO PRECAST CONC. RISER EXTERIOR RIDGES TANK NOTES: 2 PVC IN FROM 4 PVC OUT TO PLACING SAND OR FILL. REPLACE EX. PIPE WITH - TO GRADE. PUMP CHAMBER LEACHING FACILITY CORRUGATED 786 CAN PIPE 1) PUMP CHAMBER TO BE WATER TIGHT & CONSTRUCTED 3 VENT PROFILE - FINAL GRADING TO SHED ENVIRO-SEPTIC US PATENTS 5,954,as1; 5,608,788 CANADIAN IN ACCORDANCE W/310 CMR 15.221, 15.231, AND 15.254. 6 SLOPING DISPOSAL AREA - 25% SURFACE WATER AWAY FROM PATENT 2,185,D87; OTHER PATENTS PENDING 4 C.I. OR SCH. 40 PVC FLOW O SYSTEM COMPONENTS. 2) PRESSURE ACTIVATED CONTROL SYSTEMS BY CSI CONTROLS 10» 4" TEE -�,,.. HIGH VENT -MIN 10" / MAX 18" COVER LEGEND OR APPROVED EQUAL. 12 MIN. OVER ENVIRO-SEPTIC PIPE 37.4 2 SCH. 40 PVC 42.85 3) PROVIDE 4" SCHED.40 PVC VENT FOR PUMP CHAMBER. (CONFIRM PRIOR 4' OF COVER MIN. 42.68 100 EXISTING CONTOURS PROVIDE WATER TIGHT SEAL AT PENETRATIONS. --.-SUPPORT OR 10' MIN. PROVIDE SCREEN IN TEES PROPOSED CONTOURS 4) PUMP OFF-6", PUMP ON-12", ALARM ON-14" TO CONSTRUCTION) 37.00 T48"EXTENSION TUBE 2" UNION 2" SCH. 40 REMOTE TO TREE G GAS LINE MEASUREMENTS ARE FROM BOTTOM OF THE TANK. WITH PRESSURE SANITARY TEE 6" CRUSHED STONE LOW VENT INV.=41.5(LOWEST PIPE) E&T ELECTRIC/TELEPHONE LINE VOLUME PER DOSE=63 GALLONS. TUBING (1) SUBMERSIBLE OVER MECHANICALLY INSPECTION PORT WITH SCREW CAP TO 1 - W WATER LINE 10' MIN. MYERS PUMP OR PROVIDE WATERTIGHT JOINTS TYP. 3 » 5) TANK TO HAVE A MINIMUM OF 2 OF COVER FOR ANTI-FLOTATION. COMPACTED BASE WITHIN 3 OF FINISHED .GRADE MINIMUM OF 6 OF MED. TO COARSE 4 SOLID SCHEDULE-40 PVC PIPE APPROVED EQUAL SAND WITH LESS THAN 2% PASSING 4" PERFORATED SCHEDULE 40 PVC PIPE " 1/2 HP. 115 VOLT 5 OUTLET DISTRIBUTION BOX TO BE 7 A #200 SIEVE REQUIRED AROUND LIMITS OF OVERDIG 6 CRUSHED STONE COMPARTMENT WALL � INSTALLED ON A LEVEL STABLE BASE. FIRST .�,s;,;, OVER MECHANICALLY 1 PHASE 25 GPM ENV►RO-SEPTIC OR GEO-FLOW PIPE THE CIRCUMFERENCE OF LIMITS OF WETLANDS COMPACTED BASE PRESSURE BELL WITH 0 18' TDH OR EQUAL TWO FEET OF OUTLET PIPES TO BE LAID LEVEL. ENVIRO-SEPTIC PIPES. ASTM EROSION CONTROL ROLLING DIAPHRAGM DISTRIBUTION BOX STANDARD: C-33(CONCRETE SAND) o 75' MEETS THE ABOVE REQUIREMENT. WELL LOCATION 1000 500 GALLON CONCRETE SEPTIC TANK _ LENGTH 10'2» WIDTH 6'-1 2" DEPTH 5'4" DETAIL 5' MIN, I' TEST PIT LOCATION EQUALIZERS REQUIRED IN OUTLETS GROUND WATER O O SEPTIC TANK SEPTIC TANK/PUMP CHAMBER DETAIL INSULATE D-BOX WITH 2" STYROFOAM EFFLUENT DISPOSAL SYSTEM ELEVATION = 34.8(LAKE ELEV.) ❑ DISTRIBUTION BOX NOT TO SCALE HIGH VENT TO BE INSTALLED IN DISTRIBUTION BOX (TANK BY WIGGINS PRECAST OR APPROVED EQUAL) H-20 LOADING REQUIRED (SLOPING DISPOSAL AREA-25%) NOT TO SCALE NOT TO SCALE TOP VIEW y _ "90" SIDE VIEW END VIEW TEST PIT DATA PERFORMANCE CURVE TOP OF WALL EL 36.0 LEVEL WHR AND WHR-DS IERIES WASTE HANDUNG PUMPS GRASS, WALK OR PATIO I . ® ® ® 4 PVC PIPE INSPECTOR: DAVID STANTON DATE: OCT. 14, 2008 �� � A�.;;• , : � �� """ 'CAPACITY LlT�R�a���1it�u-r� W W W W Y •Y W W W 0 100 200 300 400• 500 60O 700 „ „ „ 90 SOIL EVALUATOR: BRIAN GRADY #: , �. .� w w .� �. .� �. y � CERT. " 14 18 X28 X46 REDI-ROCK BLOCKS GEOTEXTILE FABRIC INSTALLED TEST PIT #: 1 TEST PIT #: 2 TEST PIT #: -- 13 4 PVC PIPE OFFSET ADAPTER . ..,. UNDER THE BLOCK & EXTENDING "gp" OFFSET ADAPTER ELEV TOP 41.1 MAINTAIN/EXTEND EXIST. Do I, ENVIRO-SEPTIC PIPE ELEV TOP = 45.0 = ELEV TOP = 40 12 12 BEYOND THE BACK SLOPE DO NOT INSERT PVC PIPE MORE ENVIRO-SEPTIC PIPE NONE AT T1 FACE OF THE WALL ° 36 - ELEV WATER = ELEV WATER = ELEV WATER = THAN 4 INTO OFFSET ADAPTER 34.0 34.1 LAKE ELEV.=34.8 RAISED CONNECTION BACKFILL GRAVEL TO BE PERC RATE = 2 MIN/IN PERC RATE = MIN/IN PERC RATE = MIN/IN o' 28 key v. _ . NOT TO SCALE 6 COMPACTED GRAVEL OR COMPACTED TO 95% - - .• $ DEPTH OF PERC=30"-48" DEPTH OF PERC- DEPTH OF PERC= ,� 3/4" CRUSHED STONE BED OF MODIFIED PROCTOR °` GENERAL NOTES TEXTURAL CLASS I TEXTURAL CLASS TEXTURAL CLASS 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONETS AND CONSTRUCTION____ ____ ____ �I I ICI I f=1 11=1 I I=1 I I� UC ION METHODS 16 - o SHALL BE IN ACCODANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY • LlCC1 a r BEARING MATERIAL SHALL BE COMPACTED TO a • 1 - � LOCAL RULES. 0» LOAMY SAND 0" a,;, } �� 95% OF MODIFIED PROCTOR 10YR °�cw� w 11 _ • ., '` , s 3/2 ", �� 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 4» COMPOST,LITTER • R TYPICAL WALL SECTION DESIGN ENGINEER. 4 1 SAND �� I w 0 N.T.S. w 0 10YR 5/6 01 • ;E b�, - .� E , 2a as 60 ao 100 120 140 160 180 3. 4 SCHEDULE 40 PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SYSTEM 24 ° 'a ; • " / CAPACITY GALLONS PER PANUTE UNLESS OTHERWISE NOTED. 30 LOAMY SAND 10YR 5/6 1 x 1 x 4 HARDWOOD STAKES, 48» " ' .'* �• ,. ` �> 4. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. MEDIUM TO 2 EA. PER BALE, TYP. COARSE SAND LOCUS 1"=1500' '; HAY BALES BOUND WITH 5. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION BIODEGRADABLE BALING MANUAL STATE/LOCAL REGULATION'S. FOR PRODUCT INFORMATION OF NEAREST DEALER 2.5Y 6/4 MEDIUM TO CONTACT PRESBY ENVIRONMENTAL, PHONE 1-800-473-5298 OR CAPE COD WINWATER . � TWINE, BALES PLACED _» T .�-- __. COARSE SAND PARALLEL TO CONTOURS. 508-862-0166 FOR GEO-FLOW PIPE. 2.5Y 6/4 REMOVE & REPLACE OR � SUITABLE ON-SITE SAND / �; 6. MINIMUM OF 6" OF MEDIUM TO COARSE SAND WITH LESS THAN 2% PASSING A #200 SEE NOTE 16 AND DETAIL SIEVE REQUIRED AROUND CIRCUMFERENCE OF ENVIRO-SEPTIC PIPES. (SEE DESIGN AND COMPACTED ~�'rr rr INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS.) 132» NO WATER ENC. 120" „ WATER ENC.AT 84 BACKFILL 7. NO DRAINS, HOT TUBS, SAUNAS, GARBAGE DISPOSALS ETC., SHALL BE INCORPORATED R=539.80' .. PROP.ENVIRO-SEPTIC OR GEO-FLOW PIPE L=99.12' c�a �:'�� err INTO THIS SYSTEM UNLESS OTHERWISE SPECIFIED. �`� DESIGN CRITERIA 2-75 PIPES, 2 Off CENTER --- ---- 8. MAINTENANCE: RECOMMEND INSPECTION OF SEPTIC TANKS AT LEAST ONCE V E EVERY TWO NUMBER OF BEDROOMS 3 PRORLOW VENT FLOW �■� "": -''- '� . ' '"'_'"' YEARS AND CLEAN IF COMBINED THICKNESS OF SLUDGE AND SCUM EQUALS MORE THEN NUMBER OF PERSONS 6 HILLR00 -' -��,/ / �,.1� .� ��^ ~��� 1/4 OF THE LIQUID DEPTH INSIDE THE TANK. DESIGN FLOW 110 GAL/DAY/BEDROOM B.M. TOP OF EX.WA TER / - ,39 4� `'� ���� z - TOTAL DESIGN FLOW 330 GAL/DAY LYING SHUTOFF EL=49.19 �� �/� �/� 00 9. SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH ENV WS 1000. APPROVAL FOR UNDISTURBED SUBGRADE CONSTRUCTION" IS VALID FOR 4 YEARS FROM DATE OF ISSUE. SEPTIC PIPE REQUIRED: 150 LINEAR FEET 50 F B R S 10. LOCAL BOARD OF HEALTH AND I SEPTIC PIPE PROVIDED: 150 LINEAR FEET DESIGN ENGINEER TO BE NOTIFIED PRIOR TO INSTALL 2 LINES OF SEPTIC PIPE 75 FEET LONG APPROX.LOCATION ._.--- _--- -- �✓ - // / //' / • s,. \ BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. OF 12"CMP �" _ - iTP 11 , - r --"/ - / �c�` NOTES: SYSTEM IS NOT TO BE BACKFILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD PERCOLATION RATE: 2 MIN./INCH 4s_ --'' - - 1, � 1. HAY BALES SHALL BE RECTANGULAR AND WEIGH SAT LEAST 40 LB./BALE OF HEALTH AND DESIGN ENGINEER. MIN. SAND BED AREA RE UIRED= 400 S.F.MIN �P.HIGH VENT / / �r,� 2. STAKES FOR SECURING BALES SHALL BE 1 BY 1 HARDWOOD BY 4 LONG. Q -- r X 3. HAY BALE CHECK DAMS SHALL BE INSTALLED IN ALL PROPOSED DITCHES, 11. ELEVATIONS BASED ON NGVD f MIN. SAND BED AREA PROVIDED= 616 S.F. �,�P.PIPE SL-E`EVE LENGTH=75 +1 + 1 = 77 ^-- SEEN " f,. CANALS, AND WATERWAYS NOT MORE THAN 150 APART UP TO '2% SLOPE, , �- -_ g7 _-- �-!� LP.FND / / � AND NOT MORE THAN 75' APART ON STEEPER SLOPES. 12. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH WIDTH=3 +1 + 4 = 8 ,� ,'� EX.WATER SERVICE TO i'�' �P 4. HAY BALE CHECK DAMS SHALL BE INSTALLED DOWNSTREAM OF ANY DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO LENGTH x WIDTH= 77'x8'=616 S.F. � � ..•---- P � WATEF�SERVICE .�'r BE ABANDONED ---- .• �� F , '� �` O FLUME OR CULVERT, NOT MORE THAN 50 FROM ANY OUTLET. THE DESIGN ENGINEER. EX.TIMBER 1,4LL �p0� 5. STRAW SHALL BE WEDGED BETWEEN BALES TO MAKE CONTINUOUS BARRIER. SEPTIC TANK: EX,DRIVE _ J EX.'WOOD STAIRS Z ( 13. NON-SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL 330 GAL. X 200% = 660 GALS. DESIGN CAPACITY ASSESSORS MAP > 93 HAY BALE DETAIL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. USE 1500 GALLON SEPTIC TANK. (MIN. SIZE PER REGS) REFER TO DESIGN AND INSTALLATION MANUALS FOR GEO-FLOW OR X.WATEfirM TE l � � • ' ,� PARCEL 29 14. ALL TANKS SHALL BE WATERTIGHT THROUGH MANUFACTURERS SPECIFICATIONS OR W ✓ f ARRCE > 2, 424E S.F. N.T.S. APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. ENVIRO-SEPTIC FOR SPECIFIC SIZING CHARTS AND INSTALLATION LP.FND. -4,�r'-" '- ! --� / 536 15. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED NO PRODUCT SUBSTITUTIONS PERMITTED WITHOUT PRIOR APPROVAL OF DESIGNER. e �43� -�a / _ __-- '-� ��\\AG PROP.HAY BALE BARRIER TYP. UNDER PAVEMENT DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND 5 2 19 09 BRG WFM SAND BED AREA H-20 LOADING. 0 �5�� EX.TOP OF BANK 4 2 17/09 BRG WFM DESIGN DATA 16. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 3 1/26/09 BRG WFM WALL / EX.TIMBER WALL MATERIAL IN AREA BENEATH AND FOR 5-FT. ON ALL SIDES OF LEACHING FACILITY. 2 1/20/09 BRG WFM PUMP CURVE, R.L.S STAMP NOTES '40 . , REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 1 1/1 4 09 BRG WFM MISC. PROP.PERMEABLE PAVER PATIO. FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310CMR 15.255. REV. DATE BY APP'D. DESCRIPTION 17. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE APPROVED BY: SEWAGE DISPOSAL SYSTEM DESIGN PROP.SEPTIC TANK/ �`� ,-- CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. /�f 07 PUMP CHAMB R PROPOSED REDI ROCK WALL t"OF4, PREPARED FOR LENGTH=80'.TOP OF `WALL EL=36.0 VARIANCES REQUESTED PURSUANT TO 310 CMR 15.405 18. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A �� �� As�C - � f- LOCAL UPGRADE APPROVAL o f JOAN REM M ES-FOY '°� COMPARIABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. GLENN L" SECT. 15.211 SETBACKSa e EX.SEPTIC SYSTEM AREAL u COMPONENTS REQUIRED: THE S.A.S. SHALL BE 10 FEET FROM PROPERTY LINES. No.414W LOCATED AT PROVIDED: THE S.A.S. IS 5 FEET FROM THE STREET LINE. 19. ALL SOIL ABSORPTION SYSTEMS SHALL HAVE A MINIMUM OF ONE (1) INSPECTION PORT 10 OF CONSISTING OF A PERFORATED FOUR (4) INCH PIPE PLACED VERTICALLY DOWN TO THE ` o� $1 536 SHOOTFLYING HILL ROAD WEQ UAQ URT LAKE LOCAL REGULATION NATURALLY OCCURING SOIL OR SAND FILL. THE PIPE SHALL BE CAPPED WITH A (EL. =34.8f) ARTICLE 1 SCREW TYPE CAP AND ACCESSIBLE TO WITHIN THREE (3) INCHES OF FINISH GRADE. BARNSTABLE, MA REQUIRED: THE SOIL ABSORPTION SYSTEM COMPONENTS SHALL NOT BE LOCATED WITHIN 100 FEET OF A WATERCOURSE. 20. PROPOSED PROJECT IS LOCATED WITHIN: APPROVED BY: PROVIDED: THE PROPOSED SEPTIC TANK/PUMP CHAMBER IS TO BE CONSTRUCTED 36 FEET FROM ASSESSORS MAP # 193 LOT # 29 'ti SCALE: 1"=20' DATE: JANUARY 9, 2009 THE WATERCOURSE. THE SOIL ABSORPTION SYSTEM IS TO BE CONSTRUCTED 51 FEET FROM THE WATERCOURSE. ZONING DISTRICT: RD-1, GP Q�f 0 20 40 80 BUILDING SETBACKS F: S: R: �� / MEOW NOTES: FEMA FLOOD ZONE C ELEVATION 35 1) THE PROPOSED FORCE MAIN SHALL BE INSTALLED A MINIMUM OF 18 BELOW THE WATER SERVICE AS SHOWN ON COMMUNITY PANEL # 250001 0005C WXMMF G. A, F. ENGINEERING, INCSITE PLAI V AND SHALL BE SLEEVED WITHIN A 4" SCHEDULE 40 PVC PIPE FOR AT LEAST 10 FEET EITHER SIDE CML OF WHERE IT CROSSES THE WATER SERVICE. PROVIDE A MINIMUM OF 4' OF COVER. 21. OWNER OF RECORD: t4.8`2883 " PROFESSIONAL ENGINEERS & LAND SURVEYORS ADDRESS: ' �� � PLAN SCALE: 1" = 20' 2) EXACT LOCATION AND CONSTRUCTION OF EXISTING SANITARY SYSTEM COMPONENTS IS NOT KNOWN, ,�� L �'� 266 MAIN STREET, WAREHAM, MA 02571 ALL COMPONENTS SHALL BE EXCAVATED AND DISPOSED OF OFF SITE IN A LAWFUL MANNER. (508)-295-6600 DRN BY: BRG CHK BY: WFM I DWG No. JOB No. 08-7291 ar 4" SCH 40 PVC VENT PROVIDE PRECAST CONCRETE EXTENSION POWER & CONTROL WIRING IN P.V.C. JUCTION BOX FINISH GRADE OVER D-BOX= 47.0+/- WITH RETURN BEND. THRESHOLD RISER WITH CONCRETE COVER TO WITHIN CONDUIT TO CONTROL PANEL INSIDE BLDG. PROVIDE RISER OR SHIM AND COVER 46-48 ELEV.= 39.7 6" OF FINISH GRADE (TYP.) CONTROL PANEL TO HAVE VISIBLE & FINISH GRADE OVER CHAMBERS = CULTEC #410 FILTER FABRIC 36"MIN AUDIBLE HIGH WATER ALARM. ALARM TO BE TO WITHIN 6" OF FINISH GRADE. VARIES PER CULTEC INSTALLATION GUIDELINES ON SEPERATE CIRCIUT. CHECK VALVES & BALL VALVES DIAMETER OF RISER TO SUIT. DRILL 1/4" HOLE IN BOTTOM VENT 20" MIN. ACCESS COVER FINISH GRADE ELEV.= 41.0f OF PIPE ••-:• a;. __ HEADER RISER TO SIT ON �`' ''��` FIN. GRADE OVER TANK EL.= 40.0t (TYPICAL FOR 3) COMPACTED BASE " - - AND NOT TO REST 5 DIA. OUTLET(S) :4 �:�• �_•^�• r 36"MAX. » 24" MIN. OPENING & ON PIPING. PRECAST CONC. RISER �;:� iL 4 SCH 40 PROVIDE WATERTIGHTINV. = 43.00 /� PVC TO PUMP 4" C.I. OR _ TO GRADE. JOINTS (TYP.) : ~ 4" C.I. OR » 3" DROP „ CHAMBER 6" 2 PVC 6 MIN. 3 9 F MAIN 4" PVC OUT TO 5' 5' SCH. 40 PVC 10" SCHEDULE 40 PVC 1 p FLOW 50.6 37.4* 14 - 36.65* -PUMP OFF-40 2� SCH. 40 PVC 12" LEACHING FACILITY (TYP.) PROFILE OF CHAMBERS* (TYP.) 37.00* PUMP ON 9 " 2 UNION 2'_3» ALARM ON-12 EXTENSION TUBE WITH 43.25 MIN•cn 43.08 *UNIT TO BE RECHARGER 180 H-20 CHAMBER 3'-5" -MEASUREMENTS ARE PRESSURE TUBING NOT TO SCALE 10' MIN. GAS BAFFLE BOTTOM OF TANK » 6" CRUSHED STONE » 1 ROW OF CHAMBERS (1) SUBMERSIBLE 2 SCH 40 TEE OVER MECHANICALLY INSPECTION PORT WITH SCREW CAP TO WITHIN 12 MIN. *CONFIRM PRIOR MYERS PUMP OR COMPACTED BASE 3" OF FINISHED GRADE. TYPICAL FOR 2 36" MAX. 43.5 8 CHAMBERS LONG TO CONSTRUCTION APPROVED EQUAL 5 s+�+: - .is 1 3 .OUTLET DISTRIBUTION BOX INV. = 43.00 "=;�� = "� �• / HP., 115 VOLT '`''� 6"CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 8 TOTAL CHAMBERS OVER MECHANICALLY PRESSURE BELL WITH 1 PHASE 25 GPM BASE. FIRST TWO FEET OF OUTLET 14» "'`�' '`�'•" < ¢a.�•.,• 1.7 6" CRUSHED STONE COMPACTED BASE ROLLING DIAPHRAGM ® 18 TDH OR EQUAL PIPES TO BE LAID LEVEL. +�SIr•L.��•w. 1500 GALLON CONCRETE SEPTIC TANK ��a�:•,n2'" r �.~• 41.8 OVER MECHANICALLY " „ 500 GALLON CONCRETE PUMP CHAMBER 5' , 5' COMPACTED BASE LENGTH 12'-0" WIDTH 6'-6" DEPTH 4'-9" " CROSS SECTION VIEW CLEAN GRANULAR SAND IN 3 -0 WHERE REQUIRED TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE LENGTH 8 0 WIDTH 5 -2" DEPTH 3 3 ACCORDANCE WITH 310 CMR 15.255(3) TYP. TYP. 5' �/ p PUMP CHAMBER DETAIL DISTRIBUTION BOX DETAIL OR SUITABLE ON-SITE SAND FOR 5' MIN. SEPTIC TANK PROFILE NOT TO SCALE-PRESSURE ACTIVATED CONTROL SYSTEMS BY CSI CONTROLS H2O LOADING REQUIRED EACH DIRECTION FROM CHAMBERS CROSS SECTION OF CHAMBERS* NOT TO SCALE * 34.8 GROUND WATER ELEV. TANK SHALL BE A "LEDGE TANK" BY E.F. SHEA CONCRETE ("LOW PROFILE" TANK BY E.F. SHEA CONCRETE OR APPROVED EQUAL) NOT TO SCALE UNIT TO BE RECHARGNOT ER 180 H-20 CHAMBER LE (DESIGN-LAKE ELEV.) ' R c GENERAL NOTES TEST PIT DATA 07 b CAP UNIT ADHERES TOP OF WALL ELEV.=44.5 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION INSPECTOR: DAVID STANTON DATE: OCT. 14, 2008 • TO TOP UNIT BOTTOM ELEV.VARIES TOP OF WALL EL=36.0 METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE 6 • Q °� ` o W/VERSA-LOK WALL HEIGHT APPROX. 2.5' GRASS, WALK OR PATIO _ ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. SOIL EVALUATOR: BRIAN GRADY CERT. #: - CONCRETE ADHESIVE o O • C © O Imo" W W y W W � W W W s C �� ,� ic•id`y Uv,�ralr�i``�`aalk%gk W W W W W W W W W W 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD TEST PIT #: 1 TEST PIT #: 2 TEST PIT #: 18"X28"X46" OF HEALTH AND THE DESIGN ENGINEER. ELEV TOP = 45.0 ELEV TOP = 41.1 ELEV TOP = REDI-ROCK BLOCKS GEOTEXTILE FABRIC INSTALLED NONE AT � - 0 L UNDER THE BLOCK & EXTENDING 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL ELEV WATER = 34,0 ELEV WATER = 34,1 ELEV WATER = 0" e q VERSA-LOK STANDARD 5' MAINTAIN/EXTEND EXIST. 12 BEYOND THE BACK BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. • -1 s MODULAR CONCRETE UNITS GRAVEL/COBBLE SLOPE FACE OF THE WALL PERC RATE = 2 MIN/IN PERC RATE = MIN/IN PERC RATE = MIN/IN v¢s� LAKE ELEV.=34.8 " ,�,, • a o 4. 4 SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED PROP.CHAMBERS BACKFILL GRAVEL TO BE INSIDE LEACHING TRENCHES OR LEACHING FIELDS. DEPTH OF PERC=30"_48" DEPTH OF PERC= DEPTH OF PERC= 6" COMPACTED GRAVEL OR COMPACTED TO 95% TEXTURAL CLASS I TEXTURAL CLASS TEXTURAL CLASS d ubiic 40 MIL. POLYETHYLENE 3 OF MODIFIED PROCTOR 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. Lending /4 CRUSHED STONE BED •�_^ S BARRIER. TOP OF BARRIER ELEV.=44.0 - '. �e = LOCUS ' BOTTOM ELEV.=40.0 i 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 0" LOAMY SAND p" " r�• 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED • �• �;, ::..,s, BEARING MATERIAL SHALL BE COMPACTED TO 10YR 3/2 v •` , ' • 95% OF MODIFIED PROCTOR PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND 4„ > COMPOST,LITTER • ' •'''' I a GRANULAR LEVELING PAD READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFLLLED tL WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH SAND uj MIN. 6" THICK TYPICAL WALL SECTION AND DESIGN ENGINEER. 10YR 5/6 t 0 ' TYPICAL SECTION - UNREINFORCED RETAINING WALL N.T.S. 30" 24" - . o• 8. ELEVATIONS BASED ON NGVD± ' LOAMY SAND • n SCALE: NTS 10YR 5/6 • + •' ` ' 3; NOTIFY DESIGNER AT TIME OF INSTALLATION FOR! INSPECTION OF WALL AND BARRIER 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO MEDIUM TO " CONSTRUCTION THROUGH DIG-SAFE AND ANY OTHER APPLICABLE COARSE SAND 4$ LOCUS-1"=1500' AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 2.5Y 6/4 _ 10. NON-SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR MEDIUM TO LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. COARSE SAND 2.5Y 6/4 11. ALL TANKS SHALL BE WATERTIGHT THROUGH MANUFACTURERS SPECIFICATIONS / OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. / 132" NO WATER ENC. 120" WATER ENC.AT 84 / 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. DESIGN DATA PROP.INSPECTION PORT 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND NUMBER OF BEDROOMS 3 R-53s•so; �' �/ / � FINES. NUMBER OF PERSONS 6 PROP.8 CULTEC RECHARGER L-ss•�2 /0% - �� / � PERFORMANCE CURVE DESIGN FLOW 110 GAL/DAY/BEDROOM 18OHD LEACHING CHAMBERS / 5 5pi i/ D5 .� \ WHR AND WHR-DS SERIES WASTE HANDLING PUMPS 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND / CAPACITY LITERS PER MINUTE UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES TOTAL DESIGN FLOW 330 GAL/DAY R pAD --�/ QF BARRI�R''�� OP.VERSA-LOK RETAINING o '°° 2W 300 "o° 500 wo 700 OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN ILL j- PR(SP. T�/ LL. TOP OF WALL ELEV. 44.5 t4 COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE IN SEPTIC TANK' B.M. TOP OF EX.WATER i / // /j '/ 9 4p LENGTH=32' 44 ACCORDANCE WITH 310 CMR 15.255. 330 GAL. X 200% = 660 GALS. DESIGN CAPACITY TFLYING SHUTOFF EL=49.19 �� �'� / // !3 13 USE 1500 GALLON SEP11C TANK. (MIN. SIZE PER REGS) _ // 8� 40 12 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES 500 _ „ FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. LEACHING TRENCH: APPROX.LOCAnON �-� / --� _ / / k'tiq-r--- -- -- - - '° BOTTOM CAPACITY-EFFECTIVE LEACHING AREA (ELA) OF 127CMP C / !,.T 4 j r „��o� Z 28 °r yA 9 16. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC 8 CHAMBERS IN TRENCH CONFIGURATION ---q.g_..- / / ,/'' `` / o �yqy� I .v,� e MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE -1-ROW OF _$_CHAMBERS -EN OF IEF� RO0.IMPERMEABLE BARF2IER ^� 24 yy ,yA _. ,R z THEM ONCE BURIED. - NGTH=70' _ _ -. _ Rs-+ - - s• } r- LENGTH=(CHAMBERS/ROW x 6.33 L)= 50.6 FT/ROW / yp- o ry i� `�Osr s 17. ALL SOIL ABSORPTION SYSTEMS SHALL HAVE A MINIMUM OF ONE(1) / �0 / ROP.PJPLEEVE s ER o I qti 'S9 _ INSPECTION PORT CONSISTING OF A PERFORATED FOUR(4) INCH PIPE -5 - FT/ROW x._.1__ ROWS= 50.6'FT. GP•F7vD �1• // / SEE TE �' P� ~ 18 -- by �0�� 5 o PLACED VERTICALLY DOWN INTO THE STONE TO THE NATURALLY OCCURRING SOIL �`0' FT x�2ELA*= 450.3 SF P 6P.WAlEI�SERVICE E .WATER SERw E-�1 .� / F � � 4 � / E AIANR SEW J /E 0 12 so OR SAND FILL BELOW THE STONE. THE PIPE SHALL BE CAPPED WITH A SCREW 450.7 SF x_0.74 GPD/SF=33 GAL.LEACHING/DAY �" I 3 TYPE CAP AND ACCESSIBLE TO WITHIN THREE(3) INCHES OF FINISH GRADE. EX.TIMBER WXL ��G e - ELA*=EFFECTIVE LEACHING AREA-SEE DEP APPROVAL EX. 2 WOOD SrAIRs 4 _� - 1 18. PROPOSED PROJECT IS LOCATED WITHIN. / ASSESSORS MAP # 193 LOT # 29 3 26 09 BRG WFM SEPTIC TANK DEPTH L.U.A. EX.WA TE I/ / ASSESSORS MAP 7 .9`c3 ° 2a 4o so ao goo 120 �40 Aso Leo ° ZONING DISTRICT 6 3 16 09 BRG WFM SWITCH TO CHAMBER SYSTEM / CAPACITY GALLONS PER MINUTE / --� w / PARCEL 29 BUILDING SETBACKS F: ft. S: ft. R: ft. 5 2 19 09 BRG WFM SAND BED AREA I.P.FND. �44�- J -� / / 536 AREA=> 7,424fS.F. FEMA FLOOD ZONE ELEVATION 4 2 17 09 BRG WFM DESIGN DATA �- G / AS SHOWN ON COMMUNITY PANEL # 3 1 26 09 BRG WFM WALL _-43 / TP / ��L�� PROP.HAY BALE BARRIER TYP. 2 1/20/09 BRG WFM PUMP CURVE, R.L.S STAMP, NOTES O p - 5�9j / EX.TOP OF BANK 19. OWNER OF RECORD: 1 1 14 09 BRG WFM MISC. 0 O E EX.77MBER WALL ADDRESS: REV. DATE BY APP'D. DESCRIPTION / VARIANCES REQUESTED PURSUANT TO 310 CMR 15.405 APPROVED BY: -40 �g LOCAL UPGRADE APPROVAL SEWAGE DISPOSAL SYSTEM DESIGN i PROP.PERMEABLE PAVER PATIO. SECT. 15.211 SETBACKS PREPARED FOR PROP. 500 GA ON / / REQUIRED. THE S.A.S. S 8LL BE 10 FEET FROM FEET THEFROM STR ET LIMEY LINES. JOAN R EM M ES-FOY PUMP CHAMB R � PROVIDED: E S ^� / SECT. 15.223(2) SEPTIC TANKS LEGEND PROPOSED REDI-ROCK WALL LOCATED AT / REQUIRED: TANK DEPTH OF 4 FEET. goo EXISTING CONTOURS PROP. 1500 GALLON LENGTH=80'.TOP OF WALL EL=36.0 PROVIDED: TANK DEPTH OF 3.5 FEET. PROPOSED CONTOURS SEPTIC TANK �'� G GAS LINE 536 SHOOTFLYING HILL ROAD EX.SEP71C SYSTEM COMPONENTS LOCAL REGULATION EwT WATER (LINE LEPHONE LINE �•• F ARTICLE 1 BARNSTABLE, MA WEQ UA Q UET LAKE REQUIRED. THE SOIL ABSORPTION SYSTEM COMPONENTS SHALL NOT BE LOCATED WITHIN 100 FEET 4" PERFORATED ORATED SCHEDULID SCHEDULE-40 LE 40 VC PIPE PVC PIPE OF A WATERCOURSE. APPROVED BY: PROVIDED: THE PROPOSED SEPTIC TANK/PUMP CHAMBER IS TO BE CONSTRUCTED 36 FEET FROM LIMITS OF OVERDIG SCALE: 1"=20' DATE: JANUARY 9, 2009 (EL.=34.8f) THE WATERCOURSE. THE SOIL ABSORPTION SYSTEM IS TO BE CONSTRUCTED 54 FEET FROM THE WATERCOURSE. LIMITS OF WETLANDS IH O WELL LOCATION NOTES: TEST PIT LOCATION ' MADz F. , G. A. F. ENGINEERING, INC. 1) THE PROPOSED FORCE MAIN SHALL BE INSTALLED A MINIMUM OF 18 BELOW THE WATER SERVICE o O SEPTIC TANK t�npL - r'+ C AND SHALL BE SLEEVED WITHIN A 4" SCHEDULE 40 PVC PIPE FOR AT LEAST 10 FEET EITHER SIDE C&2883 PROFESSIONAL ENGINEERS & LAND SURVEYORS ❑ DISTRIBUTION BOX SITE PLAN OF WHERE IT CROSSES THE WATER SERVICE. PROVIDE A MINIMUM OF 4' OF COVER. 266 MAIN STREET, WAREHAM, MA 02571 2 EXACT LOCATION AND CONSTRUCTION OF EXISTING SANITARY SYSTEM COMPONENTS IS NOT KNOWN, EROSION CONTROL; ��• w; ALL COMPONENTS SHALL BE EXCAVATED AND DISPOSED OF OFF SITE IN A LAWFUL MANNER. y-U I � (508)-295-6600 PLAN SCALE: 1" = 20' � DRN BY: BRG K 8Y: WFM WG No. 1 OB No. 08-7291