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Home My WebLink AboutCorrespondence - Grady Consultin, LLC GRADY CONSULTING , L . L . C . Civil Engineers • Land Surveyors • Landscape Architects November 11, 2021J nn Yarmouth Town Hall HEALTH DEPT. Health Division 1146 Route 28 South Yarmouth, MA 02664 RE: Address: 12 Burch Road—Septic System Design Plan Applicant-Thomas Fitzpatrick Dear Board Members: On behalf of the applicant, we hereby submit additional plans for the construction of the system at the above referenced address. Additional plans included are detailed below: 1. 2 sets of the Site Plan with a surveyor's stamp, dated October 18, 2021. 2. Floor plans provided by Lineal Inc. Dated October 12, 2021 If you have any questions please do not hesitate to call. Sincerely, GRADY CONSULTING,L.L.C. Brendan Kling Project Designer Cc: Thomas Fitzpatrick 12 Orchard Blossom Rd Windham NH 03087 J:\2020\20-42'7\BOH\BOH letter-revisions.docx 71 Evergreen Street,Suite 1 • Kingston,MA 02364 • Tel (781)585-2300 + Fax(781)585-2378 6111 GRADY CONSULTING , L . L . C . Civil Engineers • Land Surveyors • Landscape Architects October 19, 2021 Yarmouth Town Hall 00 Health Division 8 1 21 1146 Route 28 HEALTH DEPT South Yarmouth, MA 02664 RE: Address: 12 Burch Road— Septic System Design Plan Applicant- Thomas Fitzpatrick Dear Board Members: On behalf of the applicant, we hereby submit this application for the construction of the system at the above referenced address. The applicant proposes to install 1500-gallon septic tank, a distribution box, and 2-65' long x 2' wide x 1.3' deep leaching trenches. Enclosed please find the following: 1. 4 sets of the Site Plan, dated October 18, 2021. 2. Application for Disposal System Construction Permit. 3. Check for $110 Application Fee payable to the Town of Yarmouth. 4. Cape Cod Commission high-groundwater adjustment worksheet. If you have any questions please do not hesitate to call. Sincerely, GRADY CONSULTING,L.L.C. Brendan Kling Project Designer Cc: Thomas Fitzpatrick 12 Orchard Blossom Rd Windham NH 03087 J:\2020\20-427\BOH\BOH letter.docx 71 Evergreen Street,Suite 1 • Kingston,MA 02364 + Tel (781)585-2300 • Fax (781) 585-2378 Page 1 of 2 Commonwealth of Massachusetts NatttA00T j , Massachusetts Soll Suitability Assessment for On-site Sewage Disposal Performed by: Brendan Kling Date: 1--23 —21 GRADY CONSULTING,L.L.C. 71 Evergreen Street, Suite 1 Kingston, MA 02364 Phone:PHIL (781) 585-2300 Fax: (781) 585-2378 Witnessed by: i f{1 L I(2 otivA Location Address or Lot# *Owner's Name ZO *Address& P\-Ll,I Soil dr" Tdd F 1'1_PAlci.tck *Telephone# �pl-iZ FAovi-H , Mt- 07.44 y 12 JiJ 204 RP ✓ ,& . �°,cl , w"\0tii t, r\f. di 2 66 New Construction U Repair J17-306 -W/o Office Review Published Soil Survey Available: No Dr Yes_ Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Published Soil Survey Available: No Yes_ Year Published: Publication Scale: Geologic Material(Map Unit): Landform: Flood Insurance Rate Map: Above 500 year flood boundary: No Yes Within 500 year flood boundary No Yes x' Within 100 year flood boundary No Yes Wetland Area: National Wetland Inventory Map(map unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions(USGS): Month: $6P7 M r36�Z Range: Above Normal Normal 01--' Below Normal Other References Reviewed: U,S&c (1134 3o0 qa ci No 1 /I A--A-t ti c3 6 BARr,k-rAr 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 I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise, and experience described in 310 CMR 15.017. I further certify that the results of my soil evaluation, as indicated on the attached soil evaluation form, are accurate and in accordance wi CMR 15.100 through 15.107. Signature: Date: TITLE 5 ON-SITE REVIEW Deep Hole# i Date 2-3- 2I Time 2--(-N.D Weather ,SUrt) l O Location(identify on Site Plan) 6- Land -Land Use Q"5 Slope(%) O-C Surface Stones - Vegetation L/N ( Js,A&S) Landform rc.JA-s q Distances from: Open Water Body 50b1 ft. Possible Wet Area ICO ft.Drinking Water Well -^ ft. Drainageway V ft. Propertyline 10 "1- ft Other DEEP OBSERVATION HOLE LOG • Depth From Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other: Structures, Stones, (Inches) (USDA (Munsell) rt Cy!? Boulders. Consistencv.%Gravel 0 c_ ksAup z- v, rf ,4 s. (� I jr•/, r t' y I I 1 Parent Material(geologic) 0 U S 34 Depth to Bedrock > E o Depth to Groundwater: Standing Water in Hole: - Weeping from Pit Face q ' S"" Estimated Seasonal High Groundwater C--nM116-2 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth observed standing in observation hole: inches Depth to soil mottles: inches > Depth to weeping from side of observation hole: l)3 inches Groundwater adjustment ft Index Well OA- Reading Date cl to Index well level 7.c it Adj.factor Adj.Groundwater level q4W PERCOLATION TEST Date Time Observation Hole# Time at 9" Depth of Perc Time at 6" Start Presoak Time(9"-6") End Presoak Rate Minllnch Site Suitability Assessment: Site Passed ( Site Failed Additional Testing Needed: Performed By ,/2-r M t)4N)) v\L I rrJtr Certification# Witnessed By i7/� , N .1 -0 Comments: TITLE 5 ON-SITE REVIEW p r Deep Hole# 7_ Date !— 7 1-2! Time_ Z :g° Weather SOll 7 Location(identify on Site Plan) Land Use L Slope(%) 0_6- Surface Stones Vegetation i_(rc,J lJ Landform l UJTr,Jhc_F! Distances from: Open Water Body ft. Possible Wet Area ft. Drinking Water Well ft. Drainageway - ft. Propertyline lilt ft Other DEEP OBSERVATION HOLE LOG Depth From Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other: Structures, Stones, (Inches) SUSDA (Munsell) �� Boulders, Consistency,%Gravel /) v lj P 3/2 (r - 2 .• `Loci - 120 SO A_) (ti vi kJ D vto =j-I.E jr ,j el p/ ),.. ,- _ Pp it, If...,U C '. Parent Material(geologic) QUI LAMS 4 Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: _Depth observed standing in observation hole: _ inches Depth to soil mottles: inches _Depth to weeping from side of observation hole: inches Groundwater adjustment ft Index Well# _ Reading Date Index well level ' Adj.factor Adj.Groundwater level PERCOLATION TEST Date t.-T.&- 7,1 Time r :4O Observation Hole# Time at 9" etNi L(t} Depth of Perc ‘. L`). Time at 6" 1-ri _ Start Presoak 1, k Time(9"-6") Sil Ith AA End Presoak 140- Rate Min/Inch 47_.t--)I0/MO Site Suitability Assessment: Site Passed -/ Site Failed Additional Testing Needed: Performed By +?")1ZJOtila Ij.1.1TJtl Certification# Witnessed By V t-\I L Rq op Comments: HIGH GROUND-WATER LEVEL COMPUTATION Date: 9/23/2021 Site Location: 12 Burch Road, Yarmouth Permit: Owner: Allison and Thomas Fitzpatrick Phone: 317-306-7410 Contractor: Grady Consulting, LLC Phone: 781-585-2300 Notes: STEP 1 Measure depth to water table to nearest 1/10 ft. (depth is in feet below land surface) Date: 09/23/21 9.2 0 mm/dd/yy feet below Is STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: A) Appropriate index well MIW-29 B) Water-level range zone A:0-2 STEP 3 Using monthly "Current Water Resources Conditions" determine current depth to water level for index well. 09/21 8.9 mm/yy STEP 4 Using Table of Potential Water Level Rise for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment. 2.1 0 STEP 5 Estimate depth to high water by subtracting the water-level adjustment (STEP 4) from 7.1 0 measured depth to water level at site (STEP 1). NOTE* Tables 1-9 "Potential Water-Level Rise" are attached as worksheets to this file. monthly index well data: www.capecodcommission.org/wells.html