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HomeMy WebLinkAbout0000 OLD STAGE ROAD - Health -0- Old Stage Road N'Tarstons Mills -- - A = 173 - 005 Town of Barnstable P# 9 y y Department of Health,Safety,and Environmental Services CC6,, E 1�,- Public Health Division Date 6/z4V / �C6 �o� 367 Main Street,Hyannis MA 02601 rAffiE, L Y MAW ��0� Date Scheduled /V-0) �4 /3 0 -1? Time /Q� Fee Pd. l G�!' !T�G AA Disposal Soil Suitability Assessment for Sewage 11 Performed By: SUt.L VAM l~MAN(—ikWfo INC. Witnessed By: G\P.t1 Hrlf f t nytot�- �oa«l of N�4�t'\ L,OATION & CNERAL INFORMATION Location Address ` /( Owner's Name 1 /,X clam Address J Assessor's Map/Parcel: (� Engineer's Name S NEW CONSTRUCTION REPAIR Telephone# Land Use po�- -,'JeAiJ Slopes(%) CU- S(�I/d Surface Stones ti 0 Distances from: Open Water Body 50(1 ft Possible Wet Area AI t) ft Drinking Water Well N d. ft t Drainage Way N 0 ft Property Line I L) + ft Other N A- R SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) r V %\ N %\ \\ N CS ON q y V X SHp go %\ 0% LnOD W 0� (n tll �D C 1 /\ v 4, .V- %0 N Parent material(geologic) o vT W AS I\ Pyl t r\ Depth to Bedrock ,+ Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face , Estimated Seasonal High Groundwater E l' oZ 5 T rt r� k o�+\ of 13cr, r.�a qb`$. (o co J^ok Co��e..r m a ... :'::.'..,:.;...:......:::.:.....::::.......::..:..:::..........:... ....................:...:..,;..,..:..........;;....::•::,.:.:.:......;:.;:.:;:.;;::.;::.;.:::;:.:;: DE'�'EM* . A'TI+O3Ni P'UIt S�ASOly'AL, IG I'VVA'I'EI2 , ::...... Method Used: SL C Ik(:OyG Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment It. Index Well Jt __. Reading Date: Index Well level.--___ Adj.factor- Adj.Groundwater Level PER COLT TIOd i TES'P >Di e:`2 I*t T,me < dQ AM* Observation " Hole H 1 Time at 9" ". Depth of Perc _ Time at 6" r> Start Pre-soak Time @ 37 3 0 Time -6") End Pre-soak 1-I Li ~r I D a5 ISMS i� less tM•, (5.,.:rt ,/�. 1 ,o 1 mAe c� Rate Min./Inch 2 ,^ i/� a r"',\ per r\�� Site Suitability Assessment: Site Passed �l/ Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant �/ pEEF OBSRVATIQN IIOLE LOG IIolo# hl ; . ... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface On.) (USDA) (Mwisell) Mottling (Structure,Stones,Boulderes. Consistency,oGravel) PINE NEQIES, LOAMY F1 A) 2 -�t AuDlo-,Ig q14 Lohmy rzINt (0-14 g S N 10 Y 5 S 14 yy. C VEAN FINE 0 � VEi2y FUJF 44-56 C SAuD 11R Q3 To Ertov� vf-eq F\NF 56-iao ' C sa�+t� 10Y a DEEP OBSERVATION HOLE LOG Holo . - - Depth from Soil Horizon 'Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % P\NE NEE�Ik� ! 0-3 O s —,y A Lomw FWE Lzh ny FINE -7-16 VE2y FtN� SAIA> .• 1rCRV GtM� 5o- 9 b�3 10 bE PkMOVil -,AuD IUYR 11z DEEP QBARVATIOI�t DbLE Ld Dole# Depth from Soil Horizon Soil Texture Soil C01or Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o DEEP..OBSERVATION,HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes 11�' Within 500 year boundary No V Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio s 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? -C—ertification n I certify that on NrPQtL'�0 (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 tr ' in expertis rid a fence described in 310 CMR 15.017. 2 e Date Z ( 7 f Stgnatur — _ ( _ If Town of Barnstable P# 99 ZS- Department of Health,Safety,and Environmental Services �,tNE Public Health Division Date ZG�zov/ O, 367 Main Street,Hyannis MA 02601 (r�C06 n►KFA, ss. � fv Date Scheduled 7 rL� 3, 2-�l Time 1 '�' Fee Pd.�i / /6 o Soil Suitability Assessment for Sewage Disposal Performed By: Sulli v s, Fna:neer�nG Snc_ Witnessed By: (,Il n "etc t na�4on �AcE�I OF 1 LQCATION & CENEI2AL INFOR1YIAtI'I � Location Address Owner's Name e8 / A6� o it U7rt d (i..:� `�!, Address Assessor's Map/Parcel: J� Engineer's Name NEW CONSTRUCTION REPAIR Telephone# U 1 � Land Use Rk_,Ae.,)1g1 Slopes(%) 0--So/a Surface Stones NO ,] Distances from: Open Water Body Soo It .Possible Wet Area N 0 R Drinking Water Well NO R I `LVJ Drainage Way A/D R Property Line I O t R Other NlV R SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) N /Ln �0 IU C^ %.D \/ v /\ A CO W /\ S ODD CBUI N 0� OD a %0 P � 0 r %D O Parent material(geologic) () Pr`Ait' Depth to Bedrock 3 00 + Depth to Groundwater: Standing Water in Hole: NUrr Weeping from Pit Face /V/A Estimated Seasonal High Groundwater EL a fror'1 AOUn 6r0v^d1 Wq'tp(' i')``p .............. b 'I'E t1. A 'T JI`. T+.0 EASOI�A�.HYC� V�AT��t.X. T, + Method Used: _S e E At;0V G Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R. Index Well#___._ Reading Date:__..,_•_ Index Well level. _ Adj.factor___ Adj.Groundwater Level . , PA ERCOL TION TEST M Observation r• Hole# �_ Time at 9" Depth of Pere 55 I Time at 6" I Start Pre-soak Time Q `Jq'• D Time(9"-6") III C6\5 CrN 1-fSS '4"Ilcn End Pre-soakRate Min./Inch o` �,n Q2 r ' Site$uitability Assessment: Site Passed . Site Failed: Additiona I esting Needed(Y/N) Original: Public Health Division Observation Hole Data"•TO Be Completed on Back Copy: Applicant [/+//A/ A., i I . DEEP OBSERVATION`>�IOLE LOG Bole# ! Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) i* '' Consistency,(Munsell) Mottling (Structure,Stones,Boulderes. o I�INr NEt:DLt�� O = uc-s+ T"(05 LOAMY FINE A D LDAnY FtNE Z 5 AN►) to Yfl 511a. ��+v FtNt - too C to D EP.QBSERVATION HOLE LOG ..''Al ,. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. u P\Nt NfCDItS � p_Ll p LEMGS4"WA(.3 LoAMy r-t Ll —I 5AM) o i2 5/8 + tph�my FINE Aaa . ucay Fb tN 91 lao` C S1tND l R 7I .. .. D .P :Q..$SRVATIQN:I�GLE.LO . . . . .;; H.o;le::#:.;'::: ..; ..:.......:. .. :.. ....;,; : ... ... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % DLEP OBSERVATION HOLE LOG Hale . ..�,..y Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 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? VE5 If riot,what is the depth of naturally occurring pervious material? Certification I certify that on At PSIL G.0 (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 in' xpertis a tic e described in 310 CMR 15.017. Signature Date aLo©� Town f Barnstable � - o �'%KWE r Board of Health BARN s�LL 200 Main Street, Hyannis MA 02601 039. �0 �prfD MA't A Wayne Miller,M.D. Office: 508-862-4644 Junichi Sawayanagi Fax: 508-790-6304 Paul Canniff,D.M.D. Mr. Dan Ojala June 22, 2009 Down Cape Engineering REVISED 939 Main Street Yarmouthport, MA 02675 RE: 7 Great Hill Road, Centerville and -0- Old Stage Rd, Marstons Mills A = 173-078 and 173-005 Dear Mr. Ojala: You are granted four variances on behalf of your client, Patricia Hammel-Murphy, owner, to construct an onsite sewage disposal system on the combined lots of 7 Great Hill Road, Centerville and -0- Old Stage Road, Marstons Mills, Massachusetts. The variances granted are as follows: Section 360-1, Town of Barnstable Code: To install a septic tank 72 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To install a pump chamber 56.2 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To construct the primary soil absorption system 72 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To locate the reserve soil absorption system 72 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Q:\WPFILES\7 Great Hill Rd WB Jun2009 var.doc I- A (1) The two lots noted above will be combined to one lot via an ANR plan prior to a disposal construction permit is issued. (2) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The construction will be a graywater septic system where only graywater will be put into the system, and a compost or incinerator toilet will be used. (4) A revised septic plan will be submitted to show an effluent filter on the outlet of the tank. (5) An impervious liner and retaining wall are proposed around a portion of the leaching facility. (5) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (6) The septic system shall be installed in strict accordance with the revised engineered plans dated June 22, 2009. (7) 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 submitted revised plans dated June 22, 2009. These variances are granted in order to maintain the greatest distance possible to the wetlands and catch basins, with the severe site restrictions including the presence of wetlands, catch basins and the relatively small amount of useable upland size of the parcel. The proposed septic system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sindrely yours, W yne iller, M.D. Chairm: n Q:\WPFILES\7 Great Hill Rd WB Jun2009 var.doc -2- e DATE. 2—Z I + �+ FEE: 4 .`e� REC. BY L `i a r✓ice Town ®f Barnstable SCHED. DATE: G' [ Bard ®f Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION 2 Property Address: Assessor's Map and Parcel Number: `� Size of Lot: + 5 Wetlands Within 300 Ft. Yes Business Name: Nop Subdivision Name: APPLICANT'S NAME: I d.T2i G 4, . A wt t~•t>Z V42yi{ Phone Did the owner of the property authorize you to represent him or her? Yes }C No PROPERTY OWNER'S NAME CONTACT PERSON Name: Name: Address: OJ SLt1 --rL (�/ t�1�Q.n % ddress: `�3`� r-Imo,N S T Phone: Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more sp�ce needed, r NATURE OF WORK: House Addition 0❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic!$ystem �ti l':r ur✓sTr�•cc Checklist (to be completed by office staff-person receiving variance request application) 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 (for Title 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/lessee 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 t j(fto'm rp, r tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 f-• yarmouth port ' mass 02675 down Cape engineering, in structural design civil engineers & land surveyors Daniel A.Ojala,P.E.,P.L.S. May 22, 2009 Arne H.Ojaia P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Andrew R.Garulay,R.L.A. surveys Barnstable Board of Health 200 Main Street site planning Hyannis, MA 02601 sewage system Re- 7 Great Hill Road, West Barnstable designs Dear Board Members- inspections The enclosed represents a variance filing for the construction of a graywater septic system for new construction at the above-referenced site. The system is designed permits based on 2 bedrooms. A separate site plan is also enclosed, to show that a fully compliant Title 5 system can be designed for this site. landscape The following variances are requested under the Barnstable Board of Health architecture regulations for the proposed graywater system- Variances requested under Barnstable Board of Health Regulations- Art I: Section 360-1- Septic tank to be 72' from edge of wetland (28' variance); pump chamber to be 56.2' from edge of wetland (43.8' variance); primary SAS to wetlands, 72' (28' variance); reserve SAS to wetlands, 72' (28' variance). The Conservation Commission approved the wetland lines and site plan showing a proposed garage with apartment, with the condition that the septic system be a graywater system with composting toilet and be designed for no more than 2 bedrooms. Soils were determined not feasible for the subsurface disposal of sewage in the area of the proposed garage/apartment. The owner subsequently acquired the parcel that fronted Great Hill Road and 4 test holes were excavated and perc tested, and passed under Title 5 regulations- The total combined area of both lots (held in the same ownership) is over 15 acres. They are currently being formally combined via an ANR plan. This combined parcel will be used for sheep pasturing, with the caretaker occupying the garage/apartment. Due to severe site constraints to include the presence of wetlands, catch basins and the relatively small amount of useable upland, setback variances are requested in order to maintain the greatest distance possible to the wetlands and catch basins. A graywater leaching facility is proposed at 5' above the adjusted groundwater elevation,and is shown outside of a non-functioning drainage easement. An impervious liner and retaiiung wall are proposed around a portion of the leaching facility. The 1990's Title s f 5 study by DeFeo and Waite indicated the greater importance of holding 5' separation to (adjusted) groundwater for effluent treatment than holding the required horizontal setback to the edge of wetlands, which is the situation here. We feel that by granting these variances, the same degree of environmental protection can.be attained without the need for strict adherence to the Town of Barnstable Regulations, Very truly yours, Daniel A.. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Patricia Hammel Murphy R